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RIVERFRONT CROSSINGS PARK PHASE 1 PROJECT 2017
RIVERFRONT CROSSINGS PARK, PHASE 1 PROJECT 2017 18 -Apr -2017 Plans, Specs, proposal and contract 18 -Apr -2017 Res 17-121, setting a public hearing 24 -Apr -2017 Notice of Public Hearing 02 -May -2017 Res 17-147, approving plans, specs, form of agreement and estimate of cost. 03 -May -2017 Notice to Bidders 30 -May -2017 Addendum No 1, Addendum No 2, Addendum No 3 06 -Jun -2017 Res 17-194, awarding contract 13 -Jun -2017 Performance and Payment Bond 03 -Dec -2019 Res 19-287, accepting the work conFLo EnCE HRGreen SPECIFICATIONS FOR RIVERFRONT CROSSINGS PARK- PHASE I PROJECT Confluence 9002 nd Street SE, Suite 104 Cedar Rapids, IA 52401 CITY OF IOWA CITY, IOWA N _C f-� A •�� � pry n� HR Green, Inc. <r-- m rn 8710 Earhart Laae!JV Cedar Rapids, IR S�404 [� ca R- CERTIFICATIONS RIVERFRONT CROSSING PARK — PHASE I PROJECT J��,Pt ..O .. y0 �0 0 5•' PATRICK R �',9• ' r- ALVORD : '- LANDSCAPE w n �� ARCHITECT i- `ip NO. 577 0: .r �'O •••• •...•••'• PQ0 41 ��i� gNOSCAQ�•���,� I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. 10 FIRM I iT7b' • e MY REGISTRATION DATE IS JUNE 30, 2018 SHEETSIPAGES COVERED BY THIS SEAL' I hereby certify that this engineering document was prepared by me or under my direct �r 7*t personal supervision and that I am a duly licensed Professional Engineer under the M laws of the State of Iowa. Q �OFESSIONq ! i Fy ��� �� Date: �O 2 AARON L G1 AARON L GWIN P, P.E. W GWINNUP m License No. 22558 U 22558 M > --0 My renewal date is December 31, 2017 Pages or sheets covered by this seal: f0W P N �r 7*t a M Y w SPECIFICATIONS TABLE OF CONTENTS TITLE SHEET CERTIFICATIONS TABLE OF CONTENTS NOTICE OF PUBLIC HEARING.......................................................................... NOTICETO BIDDERS......................................................................................... NOTE TO BIDDERS............................................................................................ FORMOF PROPOSAL........................................................................................ BIDBOND............................................................................................................ FORMOF AGREEMENT..................................................................................... PERFORMANCE AND PAYMENT BOND........................................................... CONTRACT COMPLIANCE Page Number PH -1 AF -1 NB -1 FP -1 BB -1 AG -1 PB -1 (ANTI -DISCRIMINATION REQUIREMENTS)................................................... CC -1 WAGETHEFT POLICY.......................................................................................... WT -1 BIDDERSTATUS FORM........................................................................................ BF -1 CITY OF IOWA CITY GENERAL CONDITIONS.................................................... 26 Pages CITY OF IOWA CITY SUPPLEMENTARY CONDITIONS ...................................... 6 Pages N O d lei �l � > TECHNICAL SECTIONS SEE SUDAS FOR ALL NECESSARY STANDARD TECHNICAL SECTIONS DIVISION 1 - GENERAL REQUIREMENTS Section 01100 Summary ............................................................................... 01100-1 Section 01230 Alternates............................................................................... 01230-1 Section 01500 Construction Facilities and Temporary Controls ..................... 01500-1 DIVISION 2 - SITEWORK Section 02003 Vibration Monitoring................................................................ 02003-1 Section 02375 Fabric Encapsulated Soil Lifts ................................................ 02375-1 Section 02457 Steel Sheet Piles.................................................................... 02457-1 Section 02660 Water Distribution................................................................... 02660-1 Section 02671 Wetland Plugs and Plants ...................................................... 02671-1 Section 02845 Limestone Outcrop Slabs ....................................................... 02845-1 Section 02930 Plant Material and Planting .................................................... 02930-1 Section 02990 Site Furnishings and Equipment ............................................ 02990-1 APPENDIX A GEOTECHNICAL EVALUATION REPORT Proposed Riverfront Crossings Park, US Highway 6, Iowa City, Iowa Braun Intertec Corporation, Project No. B1608580 N O zE 52 � This project is based on 2017 Edition of %� The SUDAS Standard SpecificationsCo(— unless modified herein. In the event of a conflict -,;r"- M the City of Iowa City's general conditions o;:r a a shall govern. kD 471ON NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE RIVERFRONT CROSSINGS PARK— PHASE I PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will con- duct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the RIVERFRONT CROSSINGS PARK — PHASE I Project in said city at 7:00 p.m. on the 0� day of May, 2017, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 E. Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This project includes generally, preparation, site clearing and site improvements for a wetland park located at site at 1001 Clinton Street, Iowa City, Iowa. Scope of work includes earth moving and associated work for the realignment of Ralston Creek, a tributary of the Iowa River, and the creation of an off -channel wetland; construction of hard surface trails; construction of two pedestrian crossings over the creek, seeding; planting; and other related site construction. This project will include add -alternates for construction of vehicular access road; parking lot; and nature play area as indicated in the Plan Documents. Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. JULIE VOPARIL, DEPUTY CITY CLERK PH -1 N O_ �� rn o PH -1 NOTICE TO BIDDERS RIVERFRONT CROSSINGS PARK — PHASE I PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 25"' day of May, 2017. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 6'" day of June, 2017, or at special meeting called for that purpose. The Project will involve the following: Generally, preparation, site clearing and site improvements for a wetland park located at site at 1001 Clinton Street, Iowa City, Iowa. Scope of work includes earth moving and associated work for the realignment of Ralston Creek, a tributary of the Iowa River, and the creation of an off -channel wetland; construction of hard surface trails; construction of two pedestrian crossings over the creek; seeding; planting; and other related site construction. This project will include add-altemates for construction of vehicular access road; parking lot; and nature play area as indicated in the Plan Documents. All work is to be done in strict compliance with the plans and specifications prepared by Confluence of Cedar Rapids, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. N 0 The successful bidder will be required to fumish a bond in an amount equat:to one hundred percent (100%) of the contract price, said bond to be issued by a responsible sure approved by the City, and shall guarantee the prompt payment of all materials and labor, also protect and save harmless the City from all claims and damages ofyed directly or indirectly by the operation of the contract, and shall also<w _Wee fM maintenance of the improvement for a period of five years U year(s) "av-ane-afte ii completion and formal acceptance by the City Council. AF -1 The following limitations shall apply to this Project: Working Days: Base Bid: 160 Working Days Alternate No. 1: Add 10 Additional Working Days Alternate No. 2: Add 33 Additional Working Days Alternate No. 3: Add 10 Additional Working Days Alternate No. 4: Add 20 Additional Working Days Specified Start Date: June 26, 2017 Liquidated Damages: $500.00 (Five Hundred Dollars) per day Bidders are encouraged to Log On and register as a plan holder for this project at www.rapidsrepro.com. Once bidder has completed registration, add www.ravidsrepro.com to company list of safe URLs. Once bidders have registered and logged on, bidders can access bidding documents at no charge. Bidding documents may be downloaded, viewed and printed from the website, www.rapidsrepro.com. Addenda and other project communications will be distributed to plan holders from Rapids Reproductions. Hard copies of the Bidding Documents may be obtained from: Rapids Reproduction, Inc., 415 Highland Ave. Iowa City, IA 52240, Phone: (319) 354-5950, FAX: (319) 354-8973. E-mail iowacity0rapidsrepro.com. Refundable deposit in the amount of $50 is required for all hard copy sets. Plans must be returned in good order within 10 working days from date of bid letting to receive deposits back. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be ob- tained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder pr6ference law applies to this Project. o The City reserves the right to reject any or all proposals, and also reserves tNhtjj waivT1 technicalities and irregularities. - -={ n co Posted upon order of the City Council of Iowa City, Iowa. M ES 70 0 JULIE VOPARIL, DEPUTY CITY CLERK UWA NOTE TO BIDDERS 1. The successful bidder and all subcontractors are required to submit at least 4 days prior to award three references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on projects with the City of Iowa City. 2. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. 3. Bid submittals are: Envelope 1: Envelope 2: Bid Bond and Bidder Status Form Form of Proposal 0 N O n� c �rco M70 rn = T Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park - Phase I Project City of Iowa City, Iowa ADDENDUM #1 RIVERFRONT CROSSINGS PARK - PHASE I PROJECT CITY OF IOWA CITY. IOWA CONTRACTOR'S BID DATE: PLACE FOR CONTRACTORS TO SUBMIT BIDS: TO ALL PLANHOLDERS: Thui:sday, May 26 2017 @ 2.30 PM Tuesday, May 30, 2017 @ 3.00 PM City of Iowa City City Clerk's Office 410 E. Washington Street Iowa City, Iowa 52240 ADDENDUM NO.1 May 9, 2017 The following changes, clarifications, additions, and/or deletions are hereby made a part of the contract documents forthe above -referenced project, as fully and completely as if the same were fully set forth therein: CLARIFICATIONS 1. The City is removing Bid Alternate 4 (Nature Play area) from the project. SPECIFICATIONS�- �-G o i 1. REFER TO THE NOTICE TO BIDDERS: 5 a. Sealed proposals: Replace "Sealed proposals will be received by the City Clerk of the° City. of ) Iowa City, Iowa, until 2:30 PM on the 251" day of May, 2017." With "Sealed proposalg will be - received by the City Clerk of the City of Iowa City, Iowa, until 3:00 PM on the 301h day )of May, 2017." 2. FORM OF PROPOSAL: a. Replace entire FORM OF PROPOSAL with the attached revised FORM OF PROPOSAL - ADDENDUM #1. 3. REFER TO SECTION 01230 ALTERNATES: a. 1.01 DESCRIPTION, BID ALTERNATE #4: REMOVE the following sentence from the section, "Bid Alternate #4 includes park amenities, particularly in the "Nature Play Area" along the west bank of Ralston Creek between the two pedestrian bridge locations. See plan sheets W30-36." 4. REFER TO SECTION 02930 PLANT MATERIAL AND PLANTING: a. ADD the following: 2.07 WATERING BAGS A. Proprietary slow-release watering bag for shade trees: Provide one (1) slow- release watering bag for each deciduous shade tree 1" caliper and greater, install per manufacturer's written recommendations. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: May 8, 2017 ADN1 - 1 Iowa City # 16-97 Riverfront Crossings Park — Phase I Project Confluence No. 15106 City of Iowa City, Iowa ADDENDUM #1 a. Spectrum Products, Inc.; Treegator Original. b. Other approved equal; Contractor shall submit any substitution requests, in writing, to Design Professional at earliest possible convenience. Substitution request received with less than 7 working days until bid letting will not be considered. b. 3.17 MAINTENANCE — B: ADD sub -paragraph as follows: 1. Watering: Contractor shall install one (1) new, zippered, slow-release watering bag per manufacturer's written recommendations on each newly planted tree, 1" caliper and larger. Bags shall be filled with clean, clear water at a frequency consistent with tree caliper and per manufacturer's written recommendations. The watering bag will become the property of the Owner and shall be left on the tree when the Contractor's maintenance obligations have concluded. 5. REFER TO SECTION 02990 SITE FURNISHINGS AND EQUIPMENT: a. 1.02 SUMMARY: REMOVE the following line from the specification, "4. Nature Play Site Features". b. 2.01 BICYCLE RACKS—REPLACE "1. Landscape Forms Inc.: Loop Bike Rack. Mount: surface mount. Finish: Metallic Silver." WITH "1. CycleSafe, Inc.: Classic U/2 Round Rack. Material: Schedule 40 Steel. Surface Mount. Finish: Black Plastisol Rubberized Coating." C. 2.02 TRASH RECEPTACLES — REPLACE "1. Landscape Forms Inc.: Lakeside Litter Receptacle. Style: Side -opening (30 gallons). Pattern: Grass. Size: 36" tall, 21"diameter. Mount: Surface mount. Finish: Metallic Silver. Liner Color: Black." WITH "1. Landscape Forms Inc.: Scarborough Litter Receptacle. Style: Top (lid)opening (30 gallons). Pattern: Grass. Size: 40-3/4" tall, 24-1/2" diameter. Mount: Surface mount. Finish: Metallic Black. Liner Color: Black. d. 2.03 BENCHES — REPLACE "1. Landscape Forms: Multiplicity Bench w/ straight back, cender and end arms. Mount: surface mount. Materials: Jarrah wood. Finish: metallic silver." WITH "1. Barco Products: Cassidy Bench w/ straight back. Mount: surface mount. Materials: Powder - coated steel. Finish: Black." e. 2.04 SITE FEATURES—ALTERNATE #4: NATURE PLAY AREA: REMOVE ENTIRE SECTION, "Alternate #4: Nature Play Area" from the specification. PLANS 2. REMOVE THE FOLLOWING SHEETS: C3 W33 C7 W34 W30 W35 W31 W36 W32 R5 E2 W20 RE -ISSUE THE FOLLOWING SHEETS: A2 E3 A4 E6 A5 H1 C2 Q1 C10 R5 E2 W20 May 8, 2017 ADN1 - 2 r.o �,n o N May 8, 2017 ADN1 - 2 Iowa City # 16-97 Confluence No, 15106 P.... '• r•c'p' PATRICK R*%- r- 1 ALVORD S r - LANDSCAPE w m ; ARCHITECT r - Zs NO. 57700.1 S Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #1 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. MY REGISTRATION DATE IS JUNE 30, 2018 SHEETS/PAGES COVERED BY THIS SEAL: S k,- rA-S 0 4-+ 25 All bidders shall acknowledge receipt and acceptance of Addendum No. 1 by signing in the space provided on the Bid Form. Bids submitted without Addendum No. 1 being acknowledged will be considered non-responsive. PATRICK ALVORD CONFLUENCE 9002 NO STREET SE, SUITE 104 CEDAR RAPIDS, IOWA 52401 PHONE: (319) 409-5401 X 401 END OF ADDENDUM #1 May 8, 2017 co COP r — 7 W - ry AW -3 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that 1 am a duly licensed Professional Engineer under the laws of the State of Iowa. Q�offSS10 �Q Fy Dale: Z AARON G1 AARON L OWINNUP, P.E. w GWINNUP m License No. 22558 U 22558 a My renewal date Is December 31, 2017 Pages or sheets covered by this seal: IOWA ADDENDUM #1 EXCEPT AS NOTED ABOVE All bidders shall acknowledge receipt and acceptance of Addendum No. 1 by signing in the space provided on the Bid Form. Bids submitted without Addendum No. 1 being acknowledged will be considered non-responsive. PATRICK ALVORD CONFLUENCE 9002 NO STREET SE, SUITE 104 CEDAR RAPIDS, IOWA 52401 PHONE: (319) 409-5401 X 401 END OF ADDENDUM #1 May 8, 2017 co COP r — 7 W - ry AW -3 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #2 RIVERFRONT CROSSINGS PARK — PHASE I PROJECT CITY OF IOWA CITY, IOWA CONTRACTOR'S BID DATE: TL Fsda , May 25 2017 @ 2 3O one Tuesday, May 30, 2017 @ 3.00 PM PLACE FOR CONTRACTORS TO SUBMIT BIDS: TO ALL PLANHOLDERS: City of Iowa City City Clerk's Office 410 E. Washington Street Iowa City, Iowa 52240 ADDENDUM NO.2 May 19, 2017 The following changes, clarifications, additions, and/or deletions are hereby made a part of the contract documents for the above -referenced project, as fully and completely as if the same were fully set forth therein: CLARIFICATIONS 1. REGARDING ELECTRONIC CAD DESIGN FILES: a. No CAD files will be distributed to any bidder prior to award of contract. 2. REGARDING THE CITY OF IOWA CITY GENERAL CONDITIONS, SECTION 6.10 Taxes: a. The General Conditions outlined in Section 6.10 Taxes, are still applicable with the following additional considerations. Iowa Construction Sales Tax Exemption Rules apply to this contract, and must be observed by the contractor. Specifically, the named contractor/subcontractor may purchase building materials used in the contract, exempt from sales tax. This exemption does NOT apply to materials, equipment and supplies consumed by the contractor or subcontractor that are not incorporated into the real property being constructed. 3. REGARDING BIDDER QUESTION CUTOFF: a. Questions must be submitted prior to 5pm Central Standard Time on May 23, 2017. Any questions received at or after 5pm on that date will not be addressed. 4. REFER TO SECTION 02671 WETLAND PLUGS AND PLANTS: a. 3.01.A — Delete "but no later than July 1, unless approved by engineer" and Replace with "and before October 15. Contractor shall provide additional watering as needed if planting between July 1 and August 31 to maintain plant heath." b. 3.01.6 — Add the following to the end of the paragraph: "Plugs shall be installed with crown of plant (top of plug soil) one inch below surrounding grade." ! 5. FORM OF PROPOSAL: a. Replace entire FORM OF PROPOSAL with the attached revised FORM OF PROPOSAL - ADDENDUM #2. Note the updated Notice to Bidders on FP -1. May 19, 2017 ADN2 -1 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #2 6. REFER TO SECTION 02457 STEEL SHEET PILES: a. 2.01.13 - Add to end of paragraph: "A cold rolled section is acceptable in place of hot rolled, as long as the minimum section modulus is met. The interlock distance must also be met." PLANS 2. ADD THE FOLLOWING NEW SHEETS ATTACHED TO THIS ADDENDUM: D14 N1 J1 N2 J2 N3 J3 N4 J4 N5 REPLACE THE FOLLOWING SHEETS ATTACHED TO THIS ADDENDUM: A2 D10 C1 D11 C2 D12 C4 D13 C5 H1 C6 V5 C7 V6 May 19, 2017 ADN2-2 _J ► r l CJ r� May 19, 2017 ADN2-2 Iowa City # 16-97 Confluence No. 15106 OF 'ofz ••y;'PATRICKR.�; •� ALVORD : r LANDSCAPE w Z ARCHITECT ti m NO. 577 ' .Z pFp •. •�QuC Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #2 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. WiTREMN011MEM1,72 fill. mc] 61901-111*] 0 MY REGISTRATION DATE IS JUNE 30, 2018 SHEETSIPAGES COVERED BY THIS May 19, 2017 ADN2 - 3 I hereby certify that this engineering document was prepared by me or under my direct personal supervisions d that l am a duly licensed Professional Engineer under the laws of the State of Iowa. Q�OFESSIONq` �Q FZ Date: 5. t9' 17 2 AARON L AARON L GWINNUP, P.E. W GWINNUP m License No. 22558 U 22556 � My renewal date is December 31, 2017 Pages or sheets. covered by this seal: /OWN ADDENDUM #2 EXCEPT AS NOTED May 19, 2017 ADN2 - 3 f`J May 19, 2017 ADN2 - 3 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #2 ►7 N � 7 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I a a duly licensed Professional Engineer under the laws V J of the Stat f low �0FESSIp/Vq<�2 Fy Date: S IBT �O t Date: Hill h CLYDE J. G1 CL J. P.E. W HALE Z License N .13075 L) 13075 m My renewal date is December 31, 2017 .f _ Pages or sheets covered by this seal: Ip W N J -SHEETS ►7 N � 7 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of V J the State of Iowa. Q�OFESSIO Fy Date: S IBT �Q t h TYLER C. TYLER NT WILES, P.E. Lu WILES m License No. 20906 tJ 20906 a My renewal date is December 31, 2017 .f _ Pages or sheets covered by this seal: IOWA NSHEETS ►7 May 19, 2017 ADN2 - 4 N � 7 J `-{cam t N rP May 19, 2017 ADN2 - 4 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #2 All bidders shall acknowledge receipt and acceptance of Addendum No. 2 by signing in the space provided on the Bid Form. Bids submitted without Addendum No. 2 being acknowledged will be considered non-responsive. PATRICK ALVORD CONFLUENCE 9002 NI STREET SE, SUITE 104 CEDAR RAPIDS, IOWA 52401 PHONE: (319) 409-5401 X 401 END OF ADDENDUM #2 May 19, 2017 ADN2 - 5 r-� C� D C r 1.n M 'Al May 19, 2017 ADN2 - 5 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #3 RIVERFRONT CROSSINGS PARK — PHASE I PROJECT CITY OF IOWA CITY, IOWA CONTRACTOR'S BID DATE: Thu.. -day, May 25 2017 @ 2 30 RM Tuesday, May 30, 2017 @ 3.00 PM PLACE FOR CONTRACTORS TO SUBMIT BIDS: TO ALL PLANHOLDERS: City of Iowa City City Clerk's Office 410 E. Washington Street Iowa City, Iowa 52240 ADDENDUM NO.3 May 24, 2017 The following changes, clarifications, additions, and/or deletions are hereby made a part of the contract documents for the above -referenced project, as fully and completely as if the same were fully set forth therein: CLARIFICATIONS WORKING DAYS: a. Working Day is defined according to SUDAS Section 1010, 1.03. b. This is a Working Day Contract as defined in SUDAS Section 1080, 1.02, 3.a Specific Start Date. SPECIFICATIONS 2. FORM OF PROPOSAL: a. Replace entire FORM OF PROPOSAL with the attached revised FORM OF PROPOSAL — ADDENDUM #3. Please note the following bid item changes. 1) Bid item number 52 has been changed. 2) Four new bid items were added and inserted into the list (number 106-109 in FORM OF PROPOSAL — ADDENDUM #3), and subsequent bid item numbers were changed to accommodate the inserted bid items. PLANS 3. REFER TO SHEET J2 — CONDUIT PLAN VIEW (ISSUED BY ADDENDUM NO. 2): a. Change call -out tag with Key Note #3 from "New Meter Pedestal" to read "New Lighting Controller LC -2". Adjust reference location of LC -2 as indicated on Plan Section Detail 1/J1 j b. ADD Key Note #9 to new Lighting Controller LC -2 as follows: "Key Note 9: (6)- 2 -inch buried GRS conduits stub -out 36 -inches from Controller Base, capped for future use; three (3) conduit stub -outs on each side." May 24, 2017 ADN3-1 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #3 4. REFER TO SHEET C4—ESTIMATE REFERENCE NOTES (ISSUED BY ADDENDUM NO. 2): a. Change Item 12, point A. from "Item includes fill under trail, over highway culvert, and shall be paid per cubic yard," to "Item includes granular fill material above standard trench bedding and below pavement subbase for all storm pipes underneath pavement, and over highway culvert. Item shall be paid per cubic yard." 5. REFER TO SHEET C6 — ESTIMATE REFERENCE NOTES (ISSUED BY ADDENDUM NO. 2): a. Replace bid item number 52 "Temporary Rolled Erosion Control Product, Type 1C, Natural Fiber and Netting Only (with Wooden Stakes)" with "Temporary Rolled Erosion Control Product, Type 313, Natural Fiber and Netting Only (with Wooden Stakes)". b. Add a point C. under bid item number 52 Temporary Rolled Erosion Control Product, Type 36, Natural Fiber and Netting Only (with Wooden Stakes), that reads, "C. ITEM SHALL BE NORTH AMERICAN GREEN SC150BN, OR APPROVED EQUAL." 6. REPLACE THE FOLLOWING SHEETS ATTACHED TO THIS ADDENDUM: C2 C10 C7 W12 -, o rn N May 24, 2017 ADN3 - 2 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park - Phase I Project City of Iowa City, Iowa ADDENDUM #3 All bidders shall acknowledge receipt and acceptance of Addendum No. 3 by signing in the space provided on the Bid Form. Bids submitted without Addendum No. 3 being acknowledged will be considered non-responsive. PATRICK ALVORD CONFLUENCE 900 2ND STREET SE, SUITE 104 CEDAR RAPIDS, IOWA 52401 PHONE: (319) 409-5401 X 401 END OF ADDENDUM #3 I hereby certify that this engineering document was prepared by me or under my direct J N -: personal supervision and that I am a duly licensed Professional Engineer under the laws of r ESS/OAll, the oflowa. Q�OFES�SIO�q< of /State �O Date: rj_ 2 {RON N J L � AARON L GWINNUP, P.E. w HALE mLicense No. 22558 j13075 (UJGWINNUP 2558 � My date Is December renewal 31, 2017 y0 W A Pages or sheets covered by this sealO W A NN1N ADDENDUM #3 EXCEPT AS NOTED All bidders shall acknowledge receipt and acceptance of Addendum No. 3 by signing in the space provided on the Bid Form. Bids submitted without Addendum No. 3 being acknowledged will be considered non-responsive. PATRICK ALVORD CONFLUENCE 900 2ND STREET SE, SUITE 104 CEDAR RAPIDS, IOWA 52401 PHONE: (319) 409-5401 X 401 END OF ADDENDUM #3 I hereby certify that this engineering document was prepared by me or under my direct J -: personal supervision and that I am a duly licensed Professional Engineer underthe laws r ESS/OAll, C:) ofthe Stof to a. of �O Date::!dZy f6tY7 N J CLYDE J. aDE J HAL .E. w HALE Z License No. 13075 j13075 rT My renewal date is December 31, 2017 Pages or sheets covered by this seal: y0 W A Electrical 0#00 All bidders shall acknowledge receipt and acceptance of Addendum No. 3 by signing in the space provided on the Bid Form. Bids submitted without Addendum No. 3 being acknowledged will be considered non-responsive. PATRICK ALVORD CONFLUENCE 900 2ND STREET SE, SUITE 104 CEDAR RAPIDS, IOWA 52401 PHONE: (319) 409-5401 X 401 END OF ADDENDUM #3 May 24, 2017 ADW -7 J -: r C:) rn N J May 24, 2017 ADW -7 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I Project City of Iowa City, Iowa ADDENDUM #4 RIVERFRONT CROSSINGS PARK — PHASE I PROJECT CITY OF IOWA CITY, IOWA CONTRACTOR'S BID DATE: PLACE FOR CONTRACTORS TO SUBMIT BIDS: TO ALL PLANHOLDERS: Tharsday;-May-25,-7-@-2:.30-PM Tuesday, May 30, 2017 @ 3.00 PM City of Iowa City City Clerk's Office 410 E. Washington Street Iowa City, Iowa 52240 ADDENDUM NOA May 26, 2017 The following changes, clarifications, additions, and/or deletions are hereby made a part of the contract documents for the above -referenced project, as fully and completely as if the same were fully set forth therein: PLANS 1. RE -ISSUE THE FOLLOWING SHEETS: R3 May 26, 2017 ADN4 -1 Iowa City # 16-97 Confluence No. 15106 +C';' PATRICK R. -: ,-. J ALVORD �- n LANDSCAPE m m : ARCHITECT p ZN' NO. 677 ' Z Riverfront Crossings Park— Phase I Project City of Iowa City, Iowa ADDENDUM #4 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE LAWS O/FF TT,HE STATE OF IOWA PATRICKR. ALVORD IOWA REGISTRATION #577 DATE MY REGISTRATION DATE IS JUNE 30, 2018 SHEETSIPAGES COVERED BY THIS SEAL' RDD 4M %t All bidders shall acknowledge receipt and acceptance of Addendum No. 1 by signing in the space provided on the Bid Form. Bids submitted without Addendum No. 1 being acknowledged will be considered non-responsive. PATRICK ALVORD CONFLUENCE 900 2ND STREET SE, SUITE 104 CEDAR RAPIDS, IOWA 52401 PHONE: (319) 409-5401 X 401 END OF ADDENDUM #4 May 26, 2017 ADN4 - 2 FORM OF PROPOSAL - ADDENDUM #3 RIVERFRONT CROSSING PARK - PHASE I PROJECT CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CON- TAINED WITHIN THE BACK COVER OF THIS DOCUMENT. CONTRACTOR MAY SUBMIT ALTERNATIVE BID ITEM COST TABULATIONS IN LIEU OF MANUALLY FILLING OUT BID FORM AS LONG AS THE FOLLOWING CONDITIONS ARE MET. 1. THE TABULATION FORMAT IS THE SAME AS THE BID FORM, NO MORE OR LESS INFORMATION SHALL BE INCLUDED. 2. TABULATION MUST BE ATTACHED TO THE PROVIDED BID FORM UPON SUMITTAL, WITH "SEE ATTACHED" WRITTEN INTO THE FIRST BID ITEM BLANK. 3. THE REMAINING BID FORM ITEMS MUST BE COMPLETED AS USUAL. 4. CONTRACTOR ASSUMES ALL LIABILITY FOR MISCALCULATIONS OR RE -PRODUCTION ERRORS; AS USUAL, ITEMIZED COSTS SHALL GOVERN. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount of , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda , and , and to do all work at the prices set forth herein. The basis of contract award, if awarded, will be the lowest responsive, responsible bidder of the base bid plus any or all add alternates that are determined to be in the best interest of the Owner. The Owner reserves the right to reject any and all bids. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. FP -1 FORM OF PROPOSAL RIVERFRONT CROSSING PARK - PHASE I PROJECT CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CON- TAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder submits rewith bid security in the amount of $ in accordance with the r set forth in the 'Project Specifications." The undersigned bidder, having examined etermined the scope of the Contract Documents, hereby proposes to provide the requir lab services, materials and equipment and to perform the Project as described in t Contra Documents, including Addenda and , and to do al ork at the pr s set forth herein. The basis of contract award, if aH bidder of the base bid plus any or all add interest of the Owner. The Owner resery We further propose to do all contemplated, at unit prices or lump !will be the lowest res nslve, responsible ates that are determine be in the best right to reject any and all bi •a Work" which may be required to complete the work to be agreed upon in writing prior to starting such work. ITEM 7UNIT ESTIMATED UNIT EXTENDED NO. DESCRIPTION QUANTITY PRICE AMOUNT BASE BID 1. TRAFFIC CONTROL LS 1 $ 2. CLEARING AND GRUBBING AC 4 $ �'—; •� 3 TOPSOIL, ON-SITE, 6INCH DEPTH CY 4,000 $ %0C r STRIP SALVAGE, SPREAD 4. COMPOST FOR TOPSOIL AMENDMENT CY 600 $ —� 5. TOPSOIL, OFF-SITE, 6 INCH DEPTH CY 8,050 $ 6 EXCAVATION, CLASS 10 HAUL OFF- CY 8,700 $ SITE 7 EXCAVATION, CLASS 10 BALANCED CY 32,300 $ $ CUT/FILL ON-SITE FP -1 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 8. EXCAVATION, CLASS 10 REUSE ON- CY 17,700 $ - $ SITE 9 STRUCTURAL IMPERVIOUS FILL, HAUL, CY 4,500 $ $ PLACEMENT AND COMPACTION 10. SUBBASE, MODIFIED, 6 INCH SY 4,927 $ $ 11. COMPACTION TESTING LS $ $ 12. GRANULAR BACKFILL CY $ $ 13 STORM SEWER PIPE, 15 INCH RCP LF 540 $ $ CLASS III 14. PIPE APRO F2-201 RCP, TYPE II 15 EA 3 $ $ INCH 15. PIPE IRON, DR -2 CMP, 18 INCH EA 1 $ $ 16. CONCRETE PIPE A ON FOOTING EA 1 $ $ 17. SUBDRAIN, PERFORA D, 4 INCH 150 $ $ HDPE, WITH SOCK x 4EA 18. SUBDRAIN OUTLET 2 $ $ 19. REMOVAL OF STORM PIPE 30 $ $ 20. INTAKE, SW -512 EA 4 $ $ 21. MANHOLE ADJUSTMENT, MINOR EA 2 $ $ 22. MANHOLE ADJUSTMENT, MAJOR EA 4 $ $ 23 REMOVAL OF EXISTING STOR EA 2 $ $ INTAKE 24. REMOVAL OF SIDEWALK Y 1,994 $ $ 25. SHARED USE PATH, PCC, 94NCH S 4,173 $ $ 26. SHARED USE PATH, PCC INCH, SY 23 $ $ BRIDGE APPROACH S S 27 SPECIAL SUBGRADE 9AEPARATION SY 4,927 $ $ FOR SHARED USE P H 28. PAVEMENT REMOV L SY 495 $ $ 29. TYPE A SIGNS, S ET ALUMINUM SF 6.8 $ $ 30. PERFORATED -'RUARE STEEL TUBE LF 24 $ $ POSTS CONVENTIO L SEEDING, 31. FERTILIZIN ND MULCHING (SUDAS AC 7 $ $ TYPEl) CONVENTIONAL SEEDING AND 32. MULCHING (CUSTOM NO MOW SEED AC 1 $ $ MIXTURE CONVENTIONAL SEEDING AND 33. MULCHING (CUSTOM NATIVE GRASS AC 5 $ AND WILDFLOWER MIXTURE _.. CONVENTIONAL SEEDING AND -� '84" MULCHING( USTOMWETLAND SEED AC 4 $ MIXTURE) WATERING LS 1 $ -� 36 PANTS WITH WARRANTY, 38 CELL EA 13,045 $ y PLUGS 37. TREES WITH WARRANTY, LARGE, OVERSTORY, B&B, 2" CALIPER EA 32 $ $ 38. TREES WITH WARRANTY, MEDIUM, EA 27 $ $ DECIDUOUS, B&B, BY HEIGHT FP -2 FORM OF PROPOSAL — ADDENDUM #1 RIVERFRONT CROSSING PARK - PHASE I PROJECT CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CON- TAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City % 2240 The undersigned der submits In rdance with The undersigned bidder, havin m Documents, hereby proposes to provide t and to perform the Project as described , and , and to ewith bid security in the amount of terms set forth in the "Project Specifications." and determined the scope of the Contract ,d labor, services, materials and equipment Contract Documents, including Addenda %Lk at the prices set forth herein. The basis of contract award, if award4d, will be the est responsive, responsible bidder of the base bid plus any or all add alt nates that are dMeeined to be in the best interest of the Owner. The Owner reserves the right to reject any OW4 all bids. We further propose to do all "Extra/Work" which may be require64o complete the work contemplated, at unit prices or lump sums tb be agreed upon in writing prior 041iiLarting such work. ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE —EXTENDED , AMOUNT BASE BID 1. TRAFFIC CONTROL LS 1 $ 2. CLEARING AND GRUBBING AC 4 $ $ (ZD _ 3 TOPSOIL, ON-SITE, 6 INCH DEPTH STRIP, SALVAGE, SPREAD CY 4,000 $ $ `. . 4. COMPOST FOR TOPSOIL AMENDMENT CY 600 $ $ ,. 5. TOPSOIL, OFF-SITE, 6 INCH DEPTH CY 8,050 $ is - 6 EXCAVATION, CLASS 10 HAUL OFF- SITE CY 8,700 $ $ FP -1 FORM OF PROPOSAL - ADDENDUM #2 RIVERFRONT CROSSING PARK - PHASE I PROJECT CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPO AL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE OPIES OF THIS FORM ARE CON- TAINED WITHIN, THE BACK COVER OF THI DOCUMENT. CONTRACTOR MAY SUBMIT ALTERNATIVE BID ITEM COST TA CATIONS IN LIEU OF MANUALLY FILLING OUT BID FO AS LONG AS THE FO LOWING CONDITIONS ARE MET. 1. THE TAB TION FORMAT I THE SAME AS THE BID FORM, NO MORE OR L S INFORMATI SHALL BE INCLUDED. 2. TABULATION ST BEA ACHED TO THE PROVIDED BID FORM UPON SUMITTAL, ITH "S E ATTACHED" WRITTEN INTO THE FIRST BID ITEM BLANK. 3. THE REMAINING BID M ITEMS MUST BE COMPLETED AS USUAL. 4. CONTRACTOR ASSU ALL LIABILITY FOR MISCALCULATIONS OR RE -PRODUCTION E O AS USUAL, ITEMIZED COSTS SHALL GOVERN. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washingl Iowa City, IA 52: The undersigned bidder submits herewith bid security in the amount of , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda and , and to do all work at the prices set forth herein. The basis of contract award, if awarded, will be the lowest responsive, responsible bidder of the base bid plus any or all add alternates that are determined to be in the best interest of the Owner. The Owner reserves the right to reject any and all bids. We further propose to do all "Extra Work" which may be required to complete the.work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such wok FP -1 ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT BASE BID 1. TRAFFIC CONTROL LS 1 $ $ 2. CLEARING AND GRUBBING AC 5 $ $ 3 TOPSOIL, ON-SITE, 6 INCH DEPTH STRIP, SALVAGE, SPREAD CY 4,000 $ $ 4. COMPOST FOR TOPSOIL AMENDMENT CY 600 $ $ 5. TOPSOIL, OFFSITE, 61NCH DEPTH CY 8,050 $ $ 6. EXCAVATION, CLASS 10 HAUL OFFSITE CY 8,700 $ $ 7 EXCAVATION, CLASS 10, BALANCED CUT/FILL ONSITE CY 32,300 $ $ 8 EXCAVATION, CLASS 10 REUSE ONSITE CY 17,700 $ $ 9 STRUCTURAL IMPERVIOUS FILL, HAUL, PLACEMENT AND COMPACTION CY 4,500 $ $ 10. SUBBASE, MODIFIED, 6 INCH SY 5,077 $ $ 11. COMPACTION TESTING LS 1 $ $ 12. GRANULAR BACKFILL CY 70 $ $ 13 STORM SEWER PIPE, 15 INCH RCP CLASS III LF 540 $ $ 14 PIPE APRON, DR -201 RCP, TYPE 11 15 INCH EA 3 $ $ 15. PIPE APRON, DR -203 CMP, 18 INCH EA 1 $ $ 16. CONCRETE PIPE APRON FOOTING EA 1 $ $ 17 SUBDRAIN, PERFORATED, 4" HDPE, WITH SOCK LF 150 $ $ 18. SUBDRAIN OUTLET EA 2 $ $ 19. REMOVAL OF STORM PIPE LF 30 $ $ 20. INTAKE, SW -512 EA 4 $ $ 21. MANHOLE ADJUSTMENT, MINOR EA 2 $ $ 22. MANHOLE ADJUSTMENT, MAJOR EA 2 $ $ 23 REMOVAL OF EXISTING STORM INTAKE EA 2 $ $ 24. CURB AND GUTTER, 2.5 FT, 6 INCH LF 53 $ Is 25. REMOVAL OF SIDEWALK SY 1,994 $ $ 26. SHARED USE PATH, PCC, 6 INCH SY 4,305 $ $ 27 SHARED USE PATH, PCC, 8 INCH, BRIDGE APPROACH SLABS SY 23 $ $ 28 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATH SY 5,077 $ $" 29. DETECTABLE WARNING SF 40 $ $ 30. PAVEMENT REMOVAL SY 495 $ $ - 31. CURB AND GUTTER REMOVAL LF 53 $ _ $� 32. REMOVALS AS PER PLAN EA 2 $ $' 33. TYPE A SIGNS, SHEET ALUMINUM SF 6.8 $ $ PERFORATED SQUARE STEEL TUBE POSTS LF 24 $ $ 35. TRAFFIC SIGNAL MODIFICATIONS LS 1 $ $ FP -2 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 7 EXCAVATION, CLASS 10 BALANCED CY 32,300 $ $ CUT/FILL ONSITE 8 EXCAVATION, CLASS 10 REUSE ON- CY 17,700 $ $ SITE 9 STRUCTURAL IMPERVIOUS FILL, HAUL, CY 4,500 $ $ PLACEMENT AND COMPACTION 10. SUBBASE, MODIFIED, 6 INCH SY 4,927 $ $ 11. COMPACTION TESTING LS 1 $ $ 12. GRANULAR BACKFILL CY 70 $ $ 13 STORM SEWER PIPE, 15 INCH RCP LF 540 $ $ CLASS III 1 PIPE APRON, DR -201 RCP, TYPE 11 15 EA 3 $ $ NCH 15. IRON, DR -203 CMP, 18 INCH EA 1 $ $ 16. CONC E PIPE APRON FOOTING EA 1 $ $ 17 SUBDRAI FORATED, 4 INCH LF 150 $ $ HDPE, WITH S 18. SUBDRAIN OUTLE EA 2 $ $ 19. REMOVAL OF STORM PI 30 $ $ 20. INTAKE, SW-512Nbl kEA 4 $ $ 21. MANHOLE ADJUSTMENT, MINOR 2 $ $ 22. MANHOLE ADJUSTMENT, MAJOR %6,EA 2 $ $ 23 REMOVAL OF EXISTING STORM 2 $ $ INTAKE 24. REMOVAL OF SIDEWALK SY 1,994 $ $ 25. SHARED USE PATH, PCC, 6 CH SY 3 $ $ 26 SHARED USE PATH, PC INCH, SY 23 $ $ BRIDGE APPROACH SLABS 27 SPECIAL SUBGRAD REPARATION SY 4,927 $ FOR SHARED US ATH 28. PAVEMENT RE VAL SY 495 $ $ 29. TYPE A SIGN , SHEET ALUMINUM SF 6.8 $ $ 30. PERFORATJW SQUARE STEEL TUBE LF 24 $ $ POSTS CONVEN IONAL SEEDING, 31. FERTILI NG AND MULCHING (SUDAS AC 7 $ Sc, TYPE 1)' CONVENTIONAL SEEDING AND 32. MULCHING (CUSTOM NO MOW SEED AC 1 $ MIXTURE CONVENTIONAL SEEDING AND 33. MULCHING (CUSTOM NATIVE GRASS AC 5 $ $ . �I AND WILDFLOWER MIXTURE CONVENTIONAL SEEDING AND 34. MULCHING (CUSTOM WETLAND SEED AC 4 $ $ MIXTURE 35. WATERING LS 1 $ $ 36 PLANTS WITH WARRANTY, 38 CELL EA 13,045 $ $ PLUGS 37 TREES WITH WARRANTY, LARGE, EA 32 $ $ OVERSTORY, B&B, 2" CALIPER FP -2 ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT BASE BID 1. TRAFFIC CONTROL LS 1 $ $ 2. CLEARING AND GRUBBING AC 5 $ $ 3 TOPSOIL, ON-SITE, 6 INCH DEPTH STRIP, SALVAGE, SPREAD CY 4,000 $ $ 4. COMPOST FOR TOPSOIL AMENDMENT CY 600 $ $ 5. TOPSOIL, OFFSITE, 61NCH DEPTH CY 8,050 $ $ 6. EXCAVATION, CLASS 10 HAUL OFFSITE CY 8,700 $ $ 7 EXCAVATION, CLASS 10, BALANCED CUT/FILL ONSITE CY 32,300 $ $ 8 EXCAVATION, CLASS 10 REUSE %QNSITE CY 17,700 $ $ 9 S CTURAL IMPERVIOUS FILL, HAUL, PLAC ENT AND COMPACTION CY 4,500 $ $ 10. SUBBAS ODIFIED, 6 INCH SY 5,077 $ $ 11. COMPACTIO TESTING LS 1 $ $ 12. GRANULAR BA ILL CY 70 $ $ 13. STORM SEWER PI 15 INCH DOM CLASS III LF 540 $ $ 14 PIPE APRON, DR -201 R TY E II 15 INCH EA 3 $ $ 15. PIPE APRON, DR -203 CMP 8 CH EA 1 $ $ 16. CONCRETE PIPE APROtitOOTIRk EA 1 $ $ 17 SUBDRAIN, PERFORAT , 4" HDPEN WITH SOCK LF 150 $ $ 18. SUBDRAIN OUTLET 2 $ $ 19. REMOVAL OF STO PIPE NEA 30 $ $ 20. INTAKE, SW -512 4 $ $ 21. MANHOLE ADJUSTMENT, MINOR EA 2 $ $ 22. MANHOLE ADJUSTMENT, MAJOR EA 2 $ $ 23 REMOVAL OF EXISTING STORM INTAKE EA 2 $ $ 24. CURB AND GUTTER, 2.5 FT, 6 INCH LF 53 $ $ 25. REMOVAL OF SIDEWALK SY 1,994 $ $ 26. SHARED USE PATH, PCC, 6 INCH SY 4,305 $ $ 27 SHARED USE PATH, PCC, 8 INCH, BRIDGE APPROACH SLABS SY 23 $ ,$ 28 SPECIAL SUBGRADE PREPARATION FOR SHARED USE PATH SY 5,077 $ 29. DETECTABLE WARNING SF 40 $- 30. PAVEMENT REMOVAL SY 495 $ c-) I 31. CURB AND GUTTER REMOVAL LF 53 $ hj - $ 32. REMOVALS AS PER PLAN EA 2 $ 33. TYPE A SIGNS, SHEET ALUMINUM SF 6.8 $ 34 PERFORATED SQUARE STEEL TUBE POSTS LF 24 $ $ 35, TRAFFIC SIGNAL MODIFICATIONS LS 1 $ is FP -2 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 36. PAINTED PAVEMENT MARKINGS, STA 10 $ $ DURABLE CONVENTIONAL SEEDING, 37. FERTILIZING AND MULCHING (SUDAS AC 7 $ $ TYPEl) CONVENTIONAL SEEDING AND 38. MULCHING (CUSTOM NO MOW SEED AC 1 $ $ MIXTURE CONVENTIONAL SEEDING AND 39. MULCHING (CUSTOM NATIVE GRASS AC 5 $ $ AND WILDFLOWER MIXTURE CONVENTIONAL SEEDING AND 40. MULCHING (CUSTOM WETLAND SEED AC 4 $ $ MIXTURE 41. WATERING LS 1 $ $ 42 PLANTS WITH WARRANTY, 38 CELL EA 13,045 $ $ PLUGS 43. TREES WITH WARRANTY, LARGE, EA 32 $ $ OVERSTORY, B&B, 2" CALIPER 44. TREES WITH WARRANTY, MEDIUM, EA 27 $ $ DECIDUOUS B&B BY -HEIGHT 45. TREES WITH WARRANTY, EA 49 $ $ UNDERSTORY, B&B, 8 FOOT TALL 46. EVERGREENS WITH WARRANTY, B&B, EA 12 $ $ 8 TO 10 FOOT TALL 47. SHRUBS WITH WARRANTY, 5 GALLON EA 134 $ $ 48 GRASSES WITH WARRANTY, 1 EA 148 $ $ GALLON 49. SWPPP MANAGEMENT LS 1 $ $ 50. FILTER SOCKS, 9 INCH LF 5,000 $ $ 51. FILTER SOCKS, REMOVAL LF 5,000 $ $ TEMPORARY ROLLED EROSION 52 CONTROL PRODUCT, TYPE 38, SY 17,200 $ $ NATURAL FIBER AND NETTING ONLY WITH WOODEN STAKES TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 4, 53. NATURAL FIBER AND NETTING ONLY SY 8,800 $ $ (FABRIC ENCAPSULATED SOIL LIFTS) WITH WOODEN STAKES 54. RIP RAP, CLASS D TON 860 $ $ 55. RIP RAP, CLASS B TON 2,268 $ 56. RIP RAP, EROSION STONE TON 12 $ 57 RIP RAP - REMOVE, STOCKPILE, TON 2,075 $ $ REUSE ONSITE 58. SILT FENCE LF 4,700 $ $ 59. SILT FENCE, REMOVAL OF SEDIMENT LF 4,700 $ 60. SILT FENCE, REMOVAL OF DEVICE LF 4,700 $ $ 61 STABILIZED CONSTRUCTION SY 334 $ $ ENTRANCE (150'X 20' FP -3 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 38. TREES WITH WARRANTY, MEDIUM, EA 27 $ $ DECIDUOUS, B&B BY HEIGHT 39. TREES WITH WARRANTY, EA 49 $ $ UNDERSTORY, B&B 8 FOOT TALL 40. EVERGREENS WITH WARRANTY, B&B, EA 12 $ $ 8 TO 10 FOOT TALL 41. SHRUBS WITH WARRANTY, 5 GALLON EA 134 $ $ 42 GRASSES WITH WARRANTY, 1 EA 148 $ $ GALLON 43. SWPPP MANAGEMENT LS 1 $ $ 44. FILTER SOCKS, 91NCH LF 5,000 $ $ 45. FILTER SOCKS, REMOVAL LF 5,000 $ $ TEMPORARY ROLLED EROSION 46. CONTROL PRODUCT, TYPE 1C, SY 17,200 $ $ NATURAL FIBER AND NETTING ONLY WITH WOODEN STAKES TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 4, 47. NATURAL FIBER AND NETTING ONLY SY 8,800 $ $ (FABRIC ENCAP ULATED SOIL LIFTS) (WITH WOOD TAKES 48. RIP RAP, CLASS D TON 860 $ 49. RIP RAP, CLASS B TON 2,268 $ $ 50. RIP RAP, EROSION STNE TON $ $ 51 RIP RAP — REMOVE, STOMKPILE, TON 2,075 $ $ REUSE ON-SITE 52. SILT FENCE 4,700 $ $ 53. SILT FENCE, REMOVAL OF SE ENT 7LF 4,700 $ $ 54. SILT FENCE, REMOVE OF DEVICk LF 4,700 $ $ 55. STABILIZED CONSTRUCTION SY 334 $ $ ENTRANCE 050' X 20' HYDROMULCHING FOR E5MION 56. CONTROL, WITH TEMP RY AC 18 $ $ SEEDING BFM 57 INLET PROTECJWN DEVICE, 9 $ $ SURFACE—AP ED 58 INLET PR CTION DEVICE, 9 $ $ MAINT NCE 59' DE LITION WORK, REMOVAL OF LS 1 $ $ OD WALL AND RAILROAD BRIDGE 60. EMOLITION WORK, REMOVAL OF LF 750 $ $ RAILROAD TRACK a 61. DEMOLITION WORK, REMOVAL OF CY 0 $ — — RAILROAD BALLAST 62. MOBILIZATION LS lN $ — $ 63. CONSTRUCTION SURVEY LS 1 $ $ 64 TEMPORARY GRANULAR SIDEWALK, 4 SY 1,500 $ $ INCH 65. CONCRETE WASHOUT BASIN, LINED LS 1 $ $ 66. PRE—ENGINEERED STEEL TRUSS 1 $ $ TRAIL BRIDGE, 10'X 120' FP -3 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 36. PAINTED PAVEMENT MARKINGS, STA 10 $ $ DURABLE CONVENTIONAL SEEDING, 37. FERTILIZING AND MULCHING (SUDAS AC 7 $ $ TYPE 1 CONVENTIONAL SEEDING AND 38. MULCHING (CUSTOM NO MOW SEED AC 1 $ $ MIXTURE CONVENTIONAL SEEDING AND 39. MULCHING (CUSTOM NATIVE GRASS AC 5 $ $ ,AND WILDFLOWER MIXTURE NVENTIONAL SEEDING AND 40. M HING (CUSTOM WETLAND SEE AC 4 $ $ MIXT E 41. WATER LS 1 $ $ 42 PLANTS W WARRANTY, 38 CE EA 13,045 $ $ PLUGS 43. TREES WITH WAICRANTY, LAR EA 32 $ $ OVERSTORY, B&BX," CALIPE 44 TREES WITH WAR TY, MFpIUM, EA 27 $ $ DECIDUOUS B&B BY- G 45. TREES WITH WARRANTY, EA 49 $ $ UNDERSTORY, B&B, 8 F001VALL 46. EVERGREENS WITH W RA , B&B, EA 12 $ $ 8 TO 10 FOOT TALL 47. SHRUBS WITH WAR TY, 5 GAL N EA 134 $ $ 48. GRASSES WITH WA ANTY, 1 EA 148 $ $ GALLON 49. SWPPP MANAGE NT LS 1 $ $ 50. FILTER SOCKS, 9 INCH F 5,000 $ $ 51. FILTER SOCKS, REMOVAL L 5,000 $ $ TEMPORARY ROLLED EROSION 52 CONTROL PRODUCT, TYPE 1C, SY 17,200 $ $ NATURAL FIBER AND NETTING ONLY WITH WOODEN STAKES TEMPORARY ROLLED EROSION CONTROL PRODUCT, TYPE 4, 53. NATURAL FIBER AND NETTING ONLY SY 8,800 $ $ (FABRIC ENCAPSULATED SOIL LIFTS) WITH WOODEN STAKES 54. RIP RAP, CLASS D TON 860 $ 55. RIP RAP, CLASS B TON 2,268 $ 56. RIP RAP, EROSION STONE TON 12 $ $ 57 RIP RAP - REMOVE, STOCKPILE, TON 2,075 $ $ ) REUSE ONSITE 58. SILT FENCE LF 4,700 $ i$ 59. SILT FENCE, REMOVAL OF SEDIMENT LF 4,700 $ $ 60. SILT FENCE, REMOVAL OF DEVICE LF 4,700 $ $ 61 STABILIZED CONSTRUCTION SY 334 $ $ ENTRANCE(150' X 20' FP -3 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 39 TREES WITH WARRANTY, EA 49 $ $ UNDERSTORY, BBB, 8 FOOT TALL 40. EVERGREENS WITH WARRANTY, BBB, EA 12 $ $ 8 TO 10 FOOT TALL 41. SHRUBS WITH WARRANTY, 5 GALLON EA 134 $ $ 42 GRASSES WITH WARRANTY, 1 EA 148 $ $ GALL 43. SWPPP AGEMENT LS 1 $ 44. FILTER SOC 9 INCH LF 5,000 $ 45. FILTER SOCKS, MOVAL LF 5,000 $ $ TEMPORARY ROLL EROSION 46. CONTROL PRODUCT, PE 1C, SY 17,20 $ $ NATURAL FIBER AND N itONLY WITH WOODEN STAKES TEMPORARY ROLLED EROS N CONTROL PRODUCT, TYPE 4, 47. NATURAL FIBER AND NETTING Y SY 800 $ $ (FABRIC ENCAPSULATED SOIL LI WITH WOODEN STAKES 48. RIP RAP, CLASS D TON 860 $ $ 49. RIP RAP, CLASS B ON 2,268 $ $ 50. RIP RAP, EROSION STONE 12 $ $ 51. RIP RAP - REMOVE, STOCKPILE, T N 2,075 $ $ REUSE ON-SITE 52. SILT FENCE 4,700 $ $ 53. SILT FENCE, REMOVAL OF SEDIMENT/LF F 700 $ $ 54. SILT FENCE, REMOVE OF DEVICE LF 4, 0 $ Is 55. STABILIZED CONSTRUCTION SY 334 $ $ ENTRANCE 150' X 20' HYDROMULCHING FOR EROSION 56. CONTROL, WITH TEMPORARY AC 18 $ SEEDING BFM 57 INLET PROTECTION DEVICE, EA 9 $ $ SURFACE -APPLIED 58. INLET PROTECTION DEVI EA 9 $ $ MAINTENANCE DEMOLITION WORK, RYMOVAL OF LS 1 $ $ 59. WOOD WALL AND R ROAD BRIDGE 60. DEMOLITION WOR&f REMOVAL OF LF 750 $ $ RAILROAD TRACK 61. DEMOLITION WORK, REMOVAL OF CY 600 $ RAILROAD BALLAST _ -+ 62. MOBILIZATION LS 1 $ ZEP 63. CONSTRUCTION SURVEY LS 1 $ $. F 64 TEMPORARY GRANULAR SIDEWALK, 4 SY 1,500 $ �Cm $ m INCH a r 65. CONCRETE WASHOUT BASIN, LINED LS 1 $ O� 66. PRE-ENGINEERED STEEL TRUSS EA 1 $ D s TRAIL BRIDGE 10'X 120' 67. STEEL BEAM GUARDRAIL LF 113 $ $ FP -3 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 68. STEEL BEAM GUARDRAIL TANGENT EA 2 $ $ END TERMINAL, BA -205 69. LIMESTONE OUTCROP SLABS TON 300 $ $ 70 ROUNDED RIVER ROCK, WASHED, TON 278 $ $ 2 TO 6 INCH DIAMETER 71 MACADAM CRUSHED STONE TON 992 $ $ AGGREGATE 72 LIMESTONE WALLSTONE, 6 INCH x TON 1.1 $ $ 8 INCH 73 LIMESTONE NATURAL BED TON 0.2 $ $ FLAGSTONE, 3 INCH 74. FABRIC ENCAPSULATED SOIL LIFTS LF 6,1 $ $ 75. SEDIMENT EXCLUSION BARRIER 1 00 $ $ STREAM DIVERSION BARRIER)LF 76. VIBRATION MONITORING LS 1 $ $ 77. STEEL SHEET PILES SF 960 $ $ 78 PRECAST CONCRETE RETAINING LS 0OF 1 $ $ L 79. RE ING WALL CONCRETE FACING 675 $ $ INCLU FORMLINER 80. GEOCOMP TE WALL DRAIN SY 17 $ $ 81. MULCH, SHREft HARDWOOD CY 134 82. MULTIPLICITY BEN C EA 4 $ $ 83. TWIG BENCH EA 4 $ $ 84. LAKESIDE TRASH RECEPTA EA 2 $ $ 85. BIKE RACKS EA 25 $ $ 86. LIMESTONE MASONRY PED TAL EA 4 $ $ BA BID SUBTOTAL 1 (ITEMS 1 - 86) $ BID ALTERNATE 1 - RIVER TR#L SEGMENT 87. SUBBASE, MODIFIEDA INCH SY 1,547 $ $ 88. SHARED USE PAT PCC, 6 INCH SYN4,319 $ $ S9' SPECIAL SUBG E PREPARATION SY 1, $ $ FOR SHARED VE PATH BID ALTERNATE 1 - SUBTOTAL ( MS 87 - 89) $ BID ALTERNATE 21 -CIRCLE DRIVE AND PARKING LOT 90. SUBBASE, MODIFIED, 6 INCH SY 14,761 $ $ 91. GRANULAR BACKFILL CY 41 $ $ 92. PAVEMENT, PCC, 71NCH SY 11,746 $ $ 93. SHARED USE PATH, PCC, 6 INCH SY 1,450 $ 94. SPECIAL SUBGRADE PREPARATION EA 1'�2 $ FOR SHARED USE PATH �� 95. CONCRETE MEDIAN, 4- SY 91 $ 96. PAINTED PAVEMENT MARKINGS, STA 26 $ 'r co m DURABLE a$ 97 PAINTF-D SYMBOLS AND LEGENDS, EA 3 $ o DURABLE 98. TYPE A SIGNS, SHEET ALUMINUM SF 9 Is FP -4 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT HYDROMULCHING FOR EROSION 62. CONTROL, WITH TEMPORARY AC 18 $ $ SEEDING, BFM 63. INLET PROTECTION DEVICE, EA 9 $ $ SURFACE -APPLIED 64. INLET PROTECTION DEVICE, EA 9 $ $ MAINTENANCE 65. SAFETY RAIL LF 113 $ $ 66. DEMOLITION WORK, REMOVAL OF LS 1 $ $ WOOD WALL AND RAILROAD BRIDGE 67 DEMOLITION WORK, REMOVAL OF LF 750 $ $ RAILROAD TRACK 68 DEMOLITION WORK, REMOVAL OF CY 600 $ $ RAILROAD BALLAST 69. MOBILIZATION LS 1 $ $ 70. CONSTRUCTION SURVEY LS 1 $ $ 71 NEMPORARY GRANULAR SIDEWALK, 4 SY 1,500 $ $ 72. CONCRETE WASHOUT BASIN, LINED LS 1 is $ 73. PRE-ENGINEERED STEEL TRUSS EA 1 $ $ TRAIL BRIDGE, 10' X 120' 74. STEEL BEAM GUARDRAIL LF 113 $ $ 75 STEEL BEAM GUARDRAIL TANGENT EA 2 $ $ END TERMINAL, BA -205 76. LIMESTONE OUTCROP SLABS TON 300 $ $ 77 ROUNDED RIVER ROCK, WASHED, 2 TON 278 $ $ TO 6 INCH DIAMETER 78 MACADAM CRUSHED STONE TON 992 $ $ AGGREGATE 79 LIMESTONE WALLSTONE, 6 INCH x 8 TON 1.1 $ $ INCH 80 LIMESTONE NATURAL BED TON 0.2 $ $ FLAGSTONE 3INCH 81. FABRIC ENCAPSULATED SOIL LIFTS LF 6,100 $ $ 82 SEDIMENT EXCLUSION BARRIER LF 1,200 $ $ STREAM DIVERSION BARRIER 83. VIBRATION MONITORING LS 1 $ $ 84. STEEL SHEET PILES SF 960 $ $ 85. PRECAST CONCRETE RETAINING 1 $ 5 WALL OVER CULVERT)LS RETAINING WALL CONCRETE FACING 86. (INCLUDES FORMLINER AND SF 675 $ $ 1" LIMESTONE CAP 87. GEOCOMPOSITE WALL DRAIN SY 17 $ 88. MULCH, SHREDDED HARDWOOD CY 134 $ $� 89. MULTIPLICITY BENCH EA 4 $ $' 90. TWIG BENCH EA 4 $ $ 91. LAKESIDE TRASH RECEPTACLE EA 2 $ $ 92. BIKE RACKS EA 25 $ $ 93. LIMESTONE MASONRY PEDESTAL EA 4 $ $ FP -4 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT HYDROMULCHING FOR EROSION 62. CONTROL, WITH TEMPORARY AC 18 $ $ SEEDING BFM 63. INLET PROTECTION DEVICE, EA 9 $ $ SURFACE -APPLIED 64 INLET PROTECTION DEVICE, EA 9 $ $ MAINTENANCE 65. FETY RAIL LF 113 $ $ 66. VINTION WORK, REMOVAL OF LS 1 $ $ WOOD LL AND RAILROAD BRIDGE 67 DEMOLITIMI.WORK, REMOVAL OF LF 750 $ $ RAILROAD T K 68 DEMOLITION WOPZ, REMOVAL OF CY 600 $ $ RAILROAD BALLAS 69. MOBILIZATION LS 1 $ $ 70. CONSTRUCTION SURVEY -N, LS 1 $ $ 71 NEMPORARY GRANULAR SID A , 4 SY 1,500 $ $ 72. CONCRETE WASHOUT BASIN, LII/EN,LS 1 $ $ 73. PRE-ENGINEERED STEEL TRUSI EA 1 $ $ TRAIL BRIDGE, 10'X 120' 74. STEEL BEAM GUARDRAIL 113 $ $ 75 STEEL BEAM GUARDRAIL TAN ENT EA 2 $ $ END TERMINAL, BA -205 76. LIMESTONE OUTCROP SLABf TON 300 $ $ 77. ROUNDED RIVER ROCK, W HED, 2 TON $ $ TO 6 INCH DIAMETER 78 MACADAM CRUSHED STO TON 992$ $ AGGREGATE 79 LIMESTONE WALLSTONE, INCH x 8 TON 1.1 $ INCH 80 LIMESTONE NATURAL B TON 0.2 $ $ FLAGSTONE 3INCH 81. FABRIC ENCAPSULATE0 SOIL LIFTS LF 6,100 $ $ 82 SEDIMENT EXCLUSION BARRIER LF 1,200 $ $ STREAM DIVERSION BARRIER 83. VIBRATION MONITORING LS 1 $ $ 84. STEEL SHEET PILES SF 960 $ $ 85 PRECAST CONCRETE RETAINING LS 1 $ WALL OVER CULVERT < RETAINING WALL CONCRETE FACING - 86. (INCLUDES FORMLINER AND SF 675 LIMESTONE CAP)- 87. GEOCOMPOSITE WALL DRAIN SY 17 88. MULCH, SHREDDED HARDWOOD CY 134 $ $i 89. MULTIPLICITY BENCH EA 4 $ $ 90. TWIG BENCH EA 4 $ $ 91. LAKESIDE TRASH RECEPTACLE EA 2 $ $ 92. BIKE RACKS EA 25 $ $ 93. LIMESTONE MASONRY PEDESTAL EA 4 Is FP -4 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 67. STEEL BEAM GUARDRAIL LF 113 $ $ 68 STEEL BEAM GUARDRAIL TANGENT EA 2 $ $ END TERMINAL, BA -205 69. LIMESTONE OUTCROP SLABS TON 300 $ $ 70 ROUNDED RIVER ROCK, WASHED, TON 278 $ $ 2 TO 6 INCH DIAMETER 71 MACADAM CRUSHED STONE TON 992 $ $ AGGREGATE 72 LIMESTONE WALLSTONE, 6 INCH x TON 1.1 $ $ 8 INCH 73 LIMESTONE NATURAL BED TON 0.2 $ $ FLAGSTONE, 3 INCH 74. FABRIC ENCAPSULATED SOIL LIFTS LF 6,100 $ $ 75 SEDIMENT EXCLUSION BARRIER LF 1,200 $ $ STREAM DIVERSION BARRIER 76. VIBRATION MONITORING LS 1 $ $ 77. STEEL SHEET ES SF 960 $ 78 PRECAST CONCR RETAINING LS 1 $ $ WALL 79 RETAINING WALL CON TE FACING SF5 $ $ INCLUDES FORMLINER 80. GEOCOMPOSITE WALL DEA SY 17 $ $ 81. MULCH, SHREDDED HARDWO CY yl 134 82. MULTIPLICITY BENCH x vr 4 $ $ 83. TWIG BENCH X ZEA 4 $ $ 84. LAKESIDE TRASH RECEPTACLE EA 2 $ $ 85. BIKE RACKS Z EA 25 $ $ 86. LIMESTONE MASONRY PEDEST EA 4 $ $ BAS ID SUBTOTAL 1 (ITEMS 1 - 86) $ BID ALTERNATE 1 - RIVER TRA16AGMENT 87. SUBBASE, MODIFIED, CH S 1,547 $ $ 88. SHARED USE PAT CC, 6 INCH SY 1,319 $ $ 89 SPECIAL SUBGVDE PREPARATION SY 1,547 $ $ FOR SHARERMSE PATH BID ALTERNATE 1 - SU OTAL (ITEMS 87 - 89) $ BID ALTERNATE 2 - CIRCLE DRIVE AND PARKING LOT _ 90. SUBBASE, MODIFIED, 6 INCH BY 14N61 $ 91. GRANULAR BACKFILL CY 41 $ $' 92. PAVEMENT, PCC, 7 INCH BY 11,746 $ = 93. SHARED USE PATH, PCC, 6 INCH SY 1,450 $ 94. SPECIAL SUBGRADE PREPARATION EA 1,442 FOR SHARED USE PATH 95. CONCRETE MEDIAN, 4" SY 91 $ PAINTED PAVEMENT MARKINGS, STA 26 $ $ DURABLE PAINTED SYMBOLS AND LEGENDS, 3 $ $ 97 DURABLE 98. TYPE A SIGNS, SHEET ALUMINUM I SF 1 9 $ is FP -4 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 94' LIGHTING CONTROLLER LC2, UTILITY EA 1 $ $ METER SOCKET & CONCRETE BASE 95 ELECTRIC SERVICE CONDUIT AND LF 240 $ $ CABLES 96. LUMINAIRES EA 3 $ $ 97 TRAFFIC SIGNAL CONTROLLER 120- EA 2 $ $ VAC CIRCUITS 98. ELECTRIC HANDHOLES EA 3 $ $ 99 LIGHTING 240 -VAC BRANCH CIRCUIT LF 1,200 $ $ CONDUIT AND CABLES 100. LIGHTING CIRCUIT PULL BOX AND EA 1 $ $ SAFETY SWITCH BASE BID SUBTOTAL 1 (ITEMS 1 -100) $ BID ALTERNATE 1 - RIVER TRAIL SEGMENT 101. SUBBASE, MODIFIED, 6 INCH SY 1,547 $ $ 102. SHARED USE PATH, PCC, 6 INCH SY 1,319 $ $ 103. SPECIAL SUBGRADE PREPARATION SY 1,547 $ $ FOR SHARED USE PATH BID ALTERNATE 1 - SUBTOTAL (ITEMS 101 -103) $ BID ALTERNATE 2 - CIRCLE DRIVE AND PARKING LOT 104. SUBBASE, MODIFIED, 61NCH SY 14,761 $ $ 105. GRANULAR BACKFILL CY 41 $ $ 106 STORM SEWER PIPE, 15 INCH RCP LF 198 $ $ CLASS III 107. MANHOLE, SW -401 EA 1 $ $ 108. INTAKE, SW -509 EA 2 $ $ 109. CURB CUT FLUME EA 3 $ $ 110. PAVEMENT, PCC, 7INCH SY 11,746 $ Is 111. SHARED USE PATH, PCC, 6 INCH SY 1,450 $ $ 112. SPECIAL SUBGRADE PREPARATION SY 1,442 $ $ FOR SHARED USE PATH 113. CONCRETE MEDIAN, 4" SY 91 $ $ 114. PAINTED PAVEMENT MARKINGS, STA 26 $ $ DURABLE 115. PAINTED SYMBOLS AND LEGENDS, EA 3 $ $ DURABLE 116. TYPE A SIGNS, SHEET ALUMINUM SF 9 $ $ PERFORATED SQUARE STEEL TUBE LF 24 $ . $ 117. POSTS I CONVENTIONAL SEEDING AND - 118. MULCHING (CUSTOM NATIVE GRASS AC 0.05 $ '$ � AND WILDFLOWER MIXTURE CONVENTIONAL SEEDING AND 119. MULCHING (CUSTOM NO MOW SEED AC 0.11 $ $ MIXTURE TREES WITH WARRANTY, LARGE, EA 3 $ $ 120. OVERSTORY, B&B 2" CALIPER TREES WITH WARRANTY, MEDIUM, 10 $ $ 121. DECIDUOUS, B&B, BY -HEIGHT FP -5 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 94 LIGHTING CONTROLLER LC2, UTILITY EA 1 $ $ METER SOCKET & CONCRETE BASE 95. ELECTRIC SERVICE CONDUIT AND LF 240 $ $ CABLES 96. LUMINAIRES EA 3 $ $ 97' TRAFFIC SIGNAL CONTROLLER 120- EA 2 $ $ VAC CIRCUITS 98. ELECTRIC HANDHOLES EA 3 $ $ 99 LIGHTING 240 -VAC BRANCH CIRCUIT LF 1,200 $ $ CONDUIT AND CABLES 100. LIGHTING CIRCUIT PULL BOX AND EA 1 $ $ SAFETY SWITCH BASE BID SUBTOTAL 1 (ITEMS 1 -100) $ BID ALTERNATE 1 - RIVER TRAIL SEGMENT 101. SUBBASE, MODIFIED, 6 INCH 1,547 $ $ 102. ARED USE PATH, PCC, 6 INCH Y 1,319 $ $ 103. SftQIAL SUBGRADE PREPARATION SY 1,547 $ $ FOR ARED USE PATH BID ALTER TE 1 - SUBTOTAL (ITEMS 101 -103) $ BID ALTERNATE 2 IRCLE DRIVE AND PAR ING LOT 104. SUBBASE, M IED, 6 INCH SY 14,761 $ $ 105. GRANULAR BACNLL CY 41 $ $ 106. PAVEMENT, PCC, 7 XH SY 11,746 $ $ 107. SHARED USE PATH, Pdk6 I H SY 1,450 $ $ 108. SPECIAL SUBGRADE PRE TION SY 1,442 $ $ FOR SHARED USE PATH 109. CONCRETE MEDIAN, 4" SY 91 $ $ 110 PAINTED PAVEMENT IRKINGS, STA 26 $ $ DURABLE PAINTED SYMBOLS D LEGENDS, A 3 $ 111. DURABLE $ 112. TYPE A SIGNS, SH ET ALUMINUM S 9 $ $ 113 PERFORATED S ARE STEEL TUBE LF 24 $ $ POSTS CONVENTIONAL SEEDING AND 114. MULCHING (CUSTOM NATIVE GRASS AC $ 5 AND WILDFLOWER MIXTURE) CONVENTIONAL SEEDING AND 115. MULCHING (CUSTOM NO MOW SEED AC 0.11 $ 'r MIXTURE) 116' TREES WITH WARRANTY, LARGE, EA 3 $ OVERSTORY, B&B, 2" CALIPER 117' TREES WITH WARRANTY, MEDIUM, EA 10 $ $ DECIDUOUS, B&B, BY -HEIGHT 118 INLET PROTECTION DEVICE, EA 2 $ $ SURFACE -APPLIED 119 INLET PROTECTION DEVICE, EA 2 $ $ MAINTENANCE LIGHTING CONTROLLER, UTILITY 1 $ 120 METER SOCKET & CONCRETE BASE EA $ FP -5 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 99 PERFORATED SQUARE STEEL TUBE LF 24 $ $ POSTS CONVENTIONAL SEEDING AND 100. MULCHING (CUSTOM NATIVE GRASS AC 0.05 $ $ AND WILDFLOWER MIXTURE CONVENTIONAL SEEDING AND 101. MULCHING (CUSTOM NO MOW SEED AC 0.11 $ $ MIXTURE 102 TREES WITH WARRANTY, LARGE, Eq 3 $ $ OVERSTORY, B&B, 2- CALIPER 103. TREE TH WARRANTY, MEDIUM, E4 10 $ $ DECIDUO &B, BY -HEIGHT 104' INLET PROTE N DEVICE, EA 2 $ $ SURFACE-APPLIE 105. INLET PROTECTION D144LCE, Eq 2 $ $ MAINTENANCE 106. LIGHTING CONTROLLER, UTILWZY EA $ $ METER SOCKET & CONCRETE B 107 ELECTRIC SERVICE CONDUIT & LF 140 $ $ CABLES 108. LUMINAIRES, POLES, ANCHOR BASE & 8 $ $ CABLE CONNECTIONS 109. LIGHTING CIRCUITS, 2 INCH HDPE & LF 975 $ $ BRANCH CIRCUIT WIRES ELECTRIC HANDHOLE & CABLE $ $ 110. CONNECTIONS 111 REMOVE AND REINSTALL EXISTING if Eq 1 $ WATER VALVE AND HYDRANT BID ALT NATE 2 - SUBTOTAL (ITEMS -111) $ BID ALTERNATE 3 -1ST STREET BRIDGE D TRAIL CONNECTIONS 112. SUBBASE, MODIFIED, 6 INCH SY 155 $ $ 113. SHARED USE PATH, PCC, 6 H SY 132 $ $ 114 SHARED USE PATH, PCC, INCH, SY 23 $ $ BRIDGE APPROACH S S 115. SPECIAL SUBGRADE EPARATION SY 155 $ $ FOR SHARED USE FKTH 116. VIBRATION-MONIy6RING LS 1 $ $ 117' PRE-ENGINEE STEEL TRUSS EA 1 $ $ TRAIL BRIDGE 0' X 110' 118. LIMESTONE MASONRY PEDESTAL I EA 4 $ $ BID ALTERNATE 3 - SUBTOTAL (ITEMS 112 - 118) 1 $ TOTAL CONTRACT PRICE $ FP -5 ITEM N O ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 99 PERFORATED SQUARE STEEL TUBE LF 24 $ $ ZE POSTS 3' w CONVENTIONAL SEEDING AND 100. MULCHING (CUSTOM NATIVE GRASS AC 0.05 $ $ AND WILDFLOWER MIXTURE CONVENTIONAL SEEDING AND 101. MULCHING (CUSTOM NO MOW SEED AC 0.11 $ $ MIXTURE 102' TREES WITH WARRANTY, LARGE, EA 3 OVE TORY, B&B, 2" CALIPER $ $ 103. TREES WARRANTY, MEDIUM, E° 10 oor $ $ DECIDUOU &B, BY -HEIGHT 104. INLET PROTE N DEVICE, EA 2 $ $ SURFACE-APPLI 105. INLET PROTECTION ICE, EA $ $ MAINTENANCE 106. LIGHTING CONTROLLER, XILITY EA 1 $ $ METER SOCKET & CONCRE BASE 107 ELECTRIC SERVICE CONDUIT LF 140 $ $ CABLES 108' LUMINAIRES, POLES, ANCHOR BA & 8 $ $ CABLE CONNECTIONS 109 LIGHTING CIRCUITS, 2 INCH HDPE & LF 975 $ $ BRANCH CIRCUIT WIRES 110 ELECTRIC HANDHOLE & CABLE 1 $ $ CONNECTIONS 111 REMOVE AND REINSTALL EXISTING EA 1 $ $ WATER VALVE AND HYDRANT BID ALT NATE 2 - SU OTAL (ITEMS 90 - 111) $ BID ALTERNATE 3 —1ST STREET BRIDGE ND TRAIL CONNEC ONS 112. SUBBASE, MODIFIED, 6 INCH SY 1 $ $ 113. SHARED USE PATH, PCC, 61 H SY 132 $ $ 114 SHARED USE PATH, PCC, CH, SY 23$ $ BRIDGE APPROACH SLA 115 SPECIAL SUBGRADEP PARATION SY 155 $ $ FOR SHARED USE PA 116. VIBRATION MONITORING LS 1 $ $ PRE-ENGINEERED STEEL TRUSS EA 1 $ $ 117' TRAIL BRIDGE, 10' X 110' 118. LIMESTONE MASONRY PEDESTAL EA 4 $ $ BID ALTERNATE 3 - SUBTOTAL (ITEMS 112 -118) $ FP -5 N O m ZE � Cj ZE 3' w c - FP -5 ITEM I ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT BID ALTERNATE 4 - NATURE PLAY AREA 119. GRANULAR CY 3 $ $ 120. SUBDRAIN, SOLID WALL, PVC 8" LF 132 $ $ INTAKE, CAST IRON DOMED 121. NYLOPLAST OR EQUIVALENT 10" EA 1 $ $ DIAMETER 122. SHARED USE PATH, PCC, 6 INCH SY 544 $ $ 123 SPECIAL SUBGRADE PREPARATION SY 544 $ FOR SHARED USE PATH $ CONVENTIONAL SEEDING, 124. FERTILIZING AND MULCHING (SUDAS 1 $ $ TYPEl) CONVENTIONAL SEEDING AND 125. MULCHING (CUSTOM NATIVE GRASS AC 1 $ $ AND WILDFLOWER MIXTURE 126. 1 WATERING LS 1 $ $ 127' TREES WITH WARRANTY, LARGE, EA 8 OV TORY, B&B, 2" CALIPER $ $ 128. SHRUB WITH WARRANTY, 5 GALL N EA 24 $ $ 129 GRASSES ITH WARRANTY, 1 EA 413 $ $ GALLON LIMESTONE BO-NIDERS OF VAf US 130. SIZES TON 6 $ $ LIMESTONE NATURAbkED 131. FLAGSTONE, 3 INCH TON 0.7 $ $ 132. ROUNDED RIVER ROCK, HED, 2 TON 16 $ $ TO6INCH DIAMETER 133. PLAY SAND CY 22 $ $ 134. LOG CLIMBING W - LAGE EA 1 $ $ 135. LOG CLIMBING VrEB - SMALL EA 1 $ is 136. DINOSUAR S LETON RIB CAGE NZA 1 $ $ 137. ER RUN 1 $ $ 138. ER RUN EA 1 $ $ 139 VRECLAIAIL BALANCE BEAMLS 1 $ $ 140. K CLIMBER EA 5 $ $ 141. THE PEAK ROCK CLIMBER EA N $ $ 142. THE POINTE ROCK CLIMBR EA 1 $ $ 143. THE PINNACLE ROCK CLIMBER EA 1 $ $ 144. RAILROAD TIE STEPPER MOUNDS EA 3 $ 145. DRY STREAM BED FEATURE LS 1 $ c5 146. HISTORIC SABIN ARCH POOLEA 2 $ FEATURES --- 147. TUMBLE MOUND WITH TUNNEL AND EA 1 $ <<� TIMBERS 148. SQUARE POST BALANCE BEAMS EA 1 $ o FALLEN TREE LOG SLIDE & TUNNEL EA 1 $ _ $ R. . SEASHELL FOSSIL DIG EA 3 $ c DINO FOSSIL DIG EA ----2---r$ $ FP -6 ITEM ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT 122' INLET PROTECTION DEVICE, EA 2 $ $ SURFACE -APPLIED 123 INLET PROTECTION DEVICE, EA 2 $ $ MAINTENANCE 124. LIGHTING CONTROLLER, UTILITY EA 1 $ $ METER SOCKET & CONCRETE BASE 125. ELECTRIC SERVICE CONDUIT & LF 140 $ $ CABLES 126. LUMINAIRES, POLES, ANCHOR BASE EA 8 $ $ & CABLE CONNECTIONS 127 LIGHTING CIRCUITS - 2 -INCH HDPE & LF 975 $ $ BRANCH CIRCUIT WIRES 128' ELECTRIC HANDHOLE & CABLE EA 1 $ $ CONNECTIONS REMOVE AND REINSTALL EXISTING 1 $ 129 WATER VALVE AND HYDRANT EA $ BID ALTERNATE 2 - SUBTOTAL (ITEMS 104 -129) $ BID ALTERNATE 3 —1ST STREET BRIDGE AND TRAIL CONNECTIONS 130. SUBBASE, MODIFIED, 6 INCH SY 155 $ $ 131. SHARED USE PATH, PCC, 6 INCH SY 132 $ $ 132. SHARED USE PATH, PCC, 8 INCH, SY 23 $ $ BRIDGE APPROACH SLABS 133. SPECIAL SUBGRADE PREPARATION SY 155 $ $ FOR SHARED USE PATH 134. VIBRATION MONITORING LS 1 $ $ 135. PRE-ENGINEERED STEEL TRUSS EA 1 $ $ TRAIL BRIDGE, 10' X 110' 136. LIMESTONE MASONRY PEDESTAL EA 4 Is $ BID ALTERNATE 3 - SUBTOTAL (ITEMS 130 - 136) $ TOTAL CONTRACT PRICE $ FP -6 ITEM N C� ESTIMATED UNIT EXTENDED NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT ELECTRIC SERVICE CONDUIT & LF 140 • -rl 121 CABLES $ $ LUMINAIRES, POLES, ANCHOR BASE N 122' & CABLE CONNECTIONS EA 8 $ $ LIGHTING CIRCUITS - 2 -INCH HDPE & 123 BRANCH CIRCUIT WIRES LF 975 $ $ 124 ELECTRIC HANDHOLE & CABLE EA 1 $ CONNECTIONS $ REMOVE AND REINSTALL EXISTING EA 1 125. W VALVE AND HYDRANT $ $ BID ALTERNATE 2 - SUBTOTAL (ITEMS 104 -125) $ BID ALTERNATE 3-11!EET BRIDGE AND TRAIL CONNEptIONS 126. SUBBASE, MODIFIE NCH SY 155 $ $ 127. SHARED USE PATH, PCC, CH SY 132 $ $ 128 SHARED USE PATH, PCC, 8 I 23 $ $ BRIDGE APPROACH SLABS SPECIAL SUBGRADE PREPARATION 155 129 SY FOR SHARED USE PATH li $ $ 130. VIBRATION MONITORING ON,, 1 $ $ PRE-ENGINEERED STEEL TRUSS 1 131. TRAIL BRIDGE, 10' X 110' EA $ $ 132. LIMESTONE MASONRY PEDEgfAL EA X Is $ ALTERNATE 3 -SUBTOTAL EMS 126-132) $ TOTAL C014NVCT PRICE $ am N C� -7 � • -rl N r am The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: Name Type of Work: Appx $ Amnt: NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The un igned bidder states that this proposal/made in conformity with the "Contract Documents' and a es that, in the event of anyd crepancies or differences between any conditions of this prop and the "Contract Doc um ts" prepared by the City of Iowa City, the more specific shall prevail. Sig Printed Name: Title: Address: Phone: Contact: s rr ^J FP -6 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: Name: Type of Work: Appx $ Amnt: NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the "Contract Documents' and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the "Contract Documents' prepared by the City of Iowa City, the more specific shall prevail. Firm: Signature: Printed Name: Title: Address: Phone: Contact: FP -7 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: Name: Type of Work: Appx $ Amnt: NOTE: All subcontractors are subject to approval by City. Th ndersigned bidder certifies that this proptsal is made in good faith, and without collusion or c6hiZection with any other person or person bidding on the work. The undersi d bidder states that this prop al is made in conformity with the "Contract Documents" and agre that, in the event of an discrepancies or differences between any conditions of this proposand the "Contract Doc ents" prepared by the City of Iowa City, the more specific shall prevail. Title: Address: Phone: Contact: FP -7 ITEM NO. DESCRIPTION UNIT ESTIMATED QUANTITY UNIT PRICE EXTENDED AMOUNT 152. RAILROAD TIE ZIPPER EA 1 $ $ 153. LOG CRAWL TU EA 2 $ $ 154. LOG STEPPERS LS 1 $ $ 155. ZIPLINE EA 1 $ $ 156. OODLE SWING EA 1 $ $ 157. EXPRESSION PARENT/CHILD SWING EA 1 YIF$ 158. MULTIPLICITY BENCH EA 4 $ $ 159. LAKESIDE TRASH RECEPTACLE N Joe $ $ BID ALTERNATE 4 - T AL (ITEMS 119 - 159) $ ofkAL CONTRACT PRICE $ FP -7 na C� _4C) Go -<m .0.m C� X t0 jr The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: Name: Type of Work: Appx $ Amnt: NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the "Contract Documents" and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the "Contract Documents" prepared by the City of Iowa City, the more specific shall prevail. Firm: Signature: Printed Name: Title: Address: Phone: 0 Contact: C— � n co Q rn F-TRI]RORM as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for Riverfront Crossings Park — Phase I Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this A.D., 20_ Witness Witness day of W o (Seal) Principal a By D (T:E �-� OD r ( Surety .-in � m a M 0 By �= .n :gAttorr&-in-fact) Attach Power -of -Attorney 'a' FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). Whereas the City has prepared certain Plans, Specifications, Proposal and Bid Documents dated the day of , 2017, for the Riverfront Crossings Park - Phase I Proiect ('Project'), and Whereas, said Plans, Specifications, Proposal and Bid Documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Form of Proposal including the total extended amount of which sums are incorporated herein by this reference. 2. This Agreement consists of the following additional component parts which are incorporated herein by reference: a. Addenda Numbers attach b. "Standard Specifications for Highway and Bridge Construction," Series of 2015, Iowa Department of Transportation, and Iowa Statewide Urban Design and Specifications (SUDAS), as amended; C. Plans; d. Specifications and Supplementary Conditions; e. Notice to Bidders, N o f. Note to Bidders; on -° g. Performance and Payment Bond; --{n com =`,n h. Contractor's Completed Bidder Status Form, attached h4eaY i. Contractor's Completed Contract Compliance Program (Anti-Distrrrnination Requirements); attached hereto j. Proposal and Bid Documents; and AG -1 k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): Name: Quantity: Unit Price: $ Amnt: 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this day of , 20_ City Contractor By Mayor N ATTEST: ATTEST: _ City Clerk AG -2 Title > (Company �i I)OD ('— n z M Approved By: w D w City Attorney's Office PERFORMANCE AND PAYMENT BOND as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and (insert the legal title of the Surety) as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of entered into a (date) written Agreement with Owner for Riverfront Crossings Park —Phase I Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by Confluence, which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may N promptly remedy the default, or shall promptly: o C" 1. Complete the Project in accordance with the terms and c doitiA of tt _{ Va Agreement, or 2. Obtain a bid or bids for submission to Owner for completingtMe P 4;ojec'Mir accordance with the terms and conditions of the Agreement; and; upon deiermii;P tion by Owner and Surety of the lowest responsible bidder, arrange for Z6�ontract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of five 5 years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS DAY OF 2017. IN THE PRESENCE OF: Witness (Principal) (Title) (Surety) Witness (Title) ,M, CDit —. a (Street) D (City, Stat ` z > ti (Phone) "' 01 -IM Contract Compliance Program CIN OF IOWA C rrn 0 SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC -2 and CC -3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. N CO O -�� �- m P.- x w (J7 mg Aasshcontractcomplian ce. doc CC -1 SECTION II -ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone number Address N 0 5. The undersigned agrees to display, in conspicuous places at the work so,,111 p stersuired by federal and state law for the duration of the contract. NOTE: The City siadpron�'tle a Mance in obtaining the necessary posters. -G — r— a M cn mgr\asst\contractcomplianmdoc CC -2 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Phone Number Title Print Name Date mgr\assf\contractcomplianc .doc CC -3 N Q O t� :Rv- � 1 D� � <r m m m � W ut mgr\assf\contractcomplianc .doc CC -3 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, tragVer straining policies to increase and/or improve the diversity of your workforce repr*nt§Non. Cdrltpanies must make sure procedures for selecting candidates for promotion, drartfer-and ting are based upon a fair assessment of an employee's ability and work t�fZrd.�urth rmore, all companies should post and otherwise publicize all job promoQgmel a portnit s and encourage all qualified employees to bid on them. x i> r 12/01 cn m g r\a sst\co ntra ctcom p I ia n ce. d oc CC -4 Attached for your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. CC -5 r N O Q � C-)� - r a rn v n w CA CC -5 r 2-3-1: EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, promote or refer for employment, or to otherwise discriminate in employment against any other person or to discharge any employee because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 03-4105, 12-16- 2003) B. It shall be unlawful for any labor organization to refuse to admit to membership, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprenticeship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or training because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such applicant or member. C. It shall be unlawful for any employer, employment agency, labor organization or the employees or members thereof to directly or indirectly advertise or in any other manner indicate or publicize that individuals are unwelcome, objectionable or not solicited for employment or membership because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) D. Employment policies relating to pregnancy and childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy is a prima facie violation of this title. Disabilities caused or contributed to by the employee's pregnancy, miscarriage, childbirth and recovery therefrom are, for all job related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurance or sick leave plan available in connection with employment or any written or unwritten employment policies and practices involving terms and conditions of employment as applied to other temporary disabilities. E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or prospective employee a test for the presence of the antibody to the human immunodeficiency virus. An agreement between an employer, employment agency, labor organization or their employees, agents or members and an employee or prospective employee concerning employment, pay or benefits to an employee or prospective employee in return for taking a test for the presence of the antibody to the human immunodeficiency virus, is prohibited. The prohibitions of this subsection do not apply if the state epidemiologist determines and the director of public health declares through the LAJization of guidelines established by the center for disease control of the United States dawrtmegtv of health and human services, that a person with a condition related to acquired immun�,i deficiency syndrome poses a significant risk of transmission of the human' p r- immunodeficiency virus to other persons in a specific occupation. -<r- m c� s F. The following are exempted from the provisions of this section: Y w era CC -6 Any bona fide religious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifications are related to a bona fide religious purpose. A religious qualification for instructional personnel or an administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or religious institution shall be presumed to be a bona fide occupational qualification. (Ord. 94-3647, 11-8-1994) 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such employment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. (Ord. 94-3647, 11-8-1994) 5. The employment on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 6. A state or federal program designed to benefit a specific age classification which serves a bona fide public purpose. (Ord. 94-3647, 11-8-1994) 7. The employment on the basis of disability in those certain instances where presence of disability is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 8. Any employer who regularly employs less than four (4) individuals. For purposes of this section, individuals who are members of the employer's family shall not be counted as employees. (Ord. 08-4312, 8-11-2008) CC -7 H a D� -ih CD r- o a M � k W CC -7 SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, national origin, gender identity, marital status, race, religion, sex, or sexual orientation. The anti -discrimination policy extends to decisions involving hiring, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Further, this Company and its employees will provide a working environment free from such discrimination. All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. The Equal Employment Opportunity Officer for the is: Name: Address: Telephone Number: NOTE: This is a SAMPLE ONLY. You may wish to confer with your EEO officer or legal counsel to formulate a policy which specifically meets the needs of your company. CC -8 N O <r- m A M � CC -8 CITY OF IOWA CITY WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25% of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter "Wage Theft Polio") Application. The Wage Theft Policy applies to the following: a. Contracts in excess of $25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistance provided by the City of Iowa City that is not required by law. II. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after the award, such violationshall constitute a default underthe contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have been taken: a. There has been a bona fide change in ownership or control of the ineligible person or entity; b. Disciplinary action has been taken against the individual(s) responsible for the acts giving rise to the violation(s); c. Remedial action has been taken to prevent a recurrence of the acts giving rise to the dgigualification or default; o =+ a T or D d. Other factors that the person or entity believes are relevant. co a The City Manager or Designee shall review the documentation submitted, make any ingt dewed ssary, request additional documentation if warranted and determine whether a reduction in 0e .Heli i ility iod or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver &he ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. VVT-1 STATE OF WAGE THEFT AFFIDAVIT ) ss: COUNTY ) I, upon being duly sworn, state as follows: 1. 1 am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither [contracting entity] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature This instrument was acknowledged before me by on ,20 Notary Public in and for the State of o O A <� rn o WT -2 Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: / to Dates: / to Dates: / / to You may attach additional sheet(s) if needed. / / Address: City, State, Zip: Address: City, State, Zip: / / Address: City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to bidders who are residents? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. To be completed by all biddersC= Part D I certify that the statements made on this document are true and complete to the best of my knovtd q e aia I knc"at my failure to provide accurate and truthful information may be a reason to reject my bid. 1'—t C")� m r Signature Uate: �;X .., You must submit the completed form to the governmental body requesting bids per 875 Iowa C..) Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissiontm BF -1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete PartA of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. o CO D v a .� C-) - r- r a M �x 1D BF -2 ARC 1271C LABOR SERVICES DIVISION[875] Adopted and Filed Pursuant to the authority of Iowa Code section 73A.21, the Labor Commissioner hereby adopts anew Chapter 156, "Bidder Preferences in Government Contracting," Iowa Administrative Code. This amendment adopts new rules concerning preferences for resident bidders on government construction projects. The new chapter sets forth requirements for a public body involved in a public improvement and sets forth enforcement procedures. Notice of Intended Action was published in the October 30, 2013, Iowa Administrative Bulletin as ARC 1160C. Public comments regarding the proposed rules were received. Commenters stated that some of the rules could be misinterpreted and that some of the rules were beyond the statutory authority of Iowa Code section 73A.21. Commenters expressed ideas on how to make the bidding process more efficient. Commenters also questioned the constitutionality of Iowa Code section 73A.21. One commenter suggested adding compliance with Iowa Code chapter 91C as a basis to find that a company is authorized to transact business in Iowa. These rules are not identical to those published under Notice of Intended Action. Some changes are technical; other more substantive changes are described below. References to "domicile" were removed from several rules. Subrule 156.2(1) was changed to clarify that the requirements apply only to a project to be awarded to the lowest responsible bidder; to clarify that only office addresses, not construction worksites, must be reported; to remove a reference to perjury; and to change the deadline for submitting a statement to the public body. Paragraph 156.2(2)"b" was changed by deleting the phrase "under this Act." Subrule 156.2(3) was changed by adding new paragraph "k" concerning construction contractor registration, and by clarifying that compliance with only one of the lettered paragraphs in the subrule is necessary. Paragraph 156.2(4)"b" was changed by adding the phrase "if applicable." In rule 875-156.3(73A), the term "public body" replaced the term "nonresident bidder." A new rule 875-156.9(73A) containing a severability clause was added. The principal reason for adoption of this amendment is to implement legislative intent. No variance procedures are included in these rules because variance provisions are set forth in 875—Chapter 1. After analysis and review of this rule making, no impact on jobs has been found. These rules are intended to implement Iowa Code section 73A.21. These rules shall become effective on February 12, 2014. The following amendment is adopted. Adopt the following new 875—Chapter 156: CHAPTER 156 BIDDER PREFERENCES IN GOVERNMENT CONTRACTING 875--156.1(73A) Purpose, scope and definitions. These rules institute administrative and optional procedures for enforcement of the Act. The definitions and interpretations containei5n Io a ode section 73A.21 shall be applicable to such terms when used in this chapter. D a� "Act" means Iowa Code section 73A.21. "Affiliate, " when used with respect to any specified person or entity, means anothergVyn Antitr— that, either directly or indirectly through one or more intermediaries, controls, or is cord for ism under common control or ownership with, such specified person or entity. p70 "Commissioner" means the labor commissioner appointed pursuant to Iowa Code WIC R2, or the labor commissioner's designee. (.n "Division " means the division of labor of the department of workforce development. BF -3 "Nonresident bidder" means a person or entity that does not meet the definition of a resident bidder, including any affiliate of any person or entity that is a nonresident bidder. "Parent, " when used with respect to any specified person or entity, means an affiliate controlling such specified person or entity directly or indirectly through one or more intermediaries. "Public body" means the state and any of its political subdivisions, including a school district, public utility, or the state board of regents. "Public improvement" means a building or other construction work to be paid for in whole or in part by the use of funds of the state, its agencies, and any of its political subdivisions and includes road construction, reconstruction, and maintenance projects. "Public utility" includes municipally owned utilities and municipally owned waterworks. "Resident bidder" means a person or entity authorized to transact business in this state and having a place of business for transacting business within the state at which it is conducting and has conducted business for at least three years prior to the date of the first advertisement for the public improvement. If another state or foreign country has a more stringent definition of a resident bidder, the more stringent definition is applicable as to bidders from that state or foreign country. "Resident labor force preference" means a requirement in which all or a portion of a labor force working on a public improvement is a resident of a particular state or country. "Subsidiary, " when used with respect to any specified person or entity, is an affiliate controlled by such specified person or entity directly or indirectly through one or more intermediaries. 875-156.2(73A) Reporting of resident status of bidders. 156.2(1) Reporting to public body When a contract for a public improvement is to be awarded to the lowest responsible bidder, the public body shall request a statement from each bidder regarding the bidder's resident status. The statement shall be on the form designated by the commissioner. The statement shall require the bidder to certify whether the bidder is a resident bidder or a nonresident bidder. In the case of a resident bidder, the statement shall require the resident bidder to identify each office at which the resident bidder has conducted business in the state during the previous three years and the dates on which the resident bidder conducted business at each office. In the case of a nonresident bidder, the statement shall require the nonresident bidder to identify the nonresident bidder's home state or foreign country as reported to the Iowa secretary of state, to identify each preference offered by the nonresident bidder's home state or foreign country, and to certify that, except as set forth on the form, there are no other preferences offered by the nonresident bidder's home state or foreign country. The statement shall include such additional information as requested by the commissioner. The statement must be signed by an authorized representative of the bidder. A fully completed statement shall be deemed to be incorporated by reference into all project bid specifications and contract documents with any bidder on a public improvement. Failure to provide the statement with the bid may result in the bid being deemed nonresponsive. This may result in the bid being rejected by the public body. 156.2(2) Determining residency status. a. For purposes of the Act, a person or entity is a resident bidder if the person or entity: (1) Is authorized to transact business in Iowa; and (2) Has had one or more places of business in Iowa at which it is conducting or has conducted business in this state for at least three years immediately prior to the date of the first advertisement for the public improvement. b.. If the person or entity is a resident of a state or foreign country that has a more stringent definition than is set forth in paragraph 156.2(2) "a" for determining whether a person or entity in that state or country is a resident bidder, then the more stringent definition applies. o 156.2(3) Determining authorization to transact business. A person or entity is antarized to -transact business in the state if one or more of the following accurately describes the person o��'{i y: v a. In the case of a sole proprietorship, the sole proprietor is an Iowa resident fa ifi_Tome tear - purposes; =in co I— b. b. In the case of a general partnership or joint venture, more than 50 percent of ttt{e WinerAxarmM or joint venture parties are residents of Iowa for Iowa income tax purposes; _ y r cn BF -4 C. In the case of a limited liability partnership which has filed a statement of qualification in this state, the statement has not been canceled; d. In the case of a limited liability partnership whose statement of qualification is filed in a state other than Iowa, the limited liability partnership has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed pursuant to Iowa Code section 486A.105(4); e. In the case of a limited partnership or limited liability limited partnership whose certificate of limited partnership is filed in this state, the limited partnership or limited liability limited partnership has not filed a statement of termination; f. In the case of a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership; g. In the case of a limited liability company whose certificate of organization is filed in this state, the limited liability company has not filed a statement of termination; h. In the case of a limited liability company whose certificate of organization is filed in a state other than Iowa, the limited liability company has received a certificate of authority to transact business in this state and the certificate has not been revoked or canceled; i. In the case of a corporation whose articles of incorporation are filed in this state, the corporation (1) has paid all fees required by Iowa Code chapter 490, (2) has filed its most recent biennial report, and (3) has not filed articles of dissolution; j. In the case of a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation (1) has received a certificate of authority from the Iowa secretary of state, (2) has filed its most recent biennial report with the secretary of state, and (3) has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked; or k. The person or entity is registered with the Iowa division of labor as a construction contractor pursuant to Iowa Code chapter 91 C. 156.2(4) Determining if bidder has conducted business in state. In order to determine if a bidder has a place of business for transacting business within Iowa at which it is conducting and has conducted business for at least three years prior to the date of the first advertisement of the public improvement, the bidder shall meet the following criteria for the three-year period prior to the first advertisement for the public improvement: a. Continuously maintained a place of business for transacting business in Iowa that is suitable for more than receiving mail, telephone calls, and e-mails; and b. Conducted business in the state for each of those three years and filed an Iowa income tax return, if applicable, made payments to the Iowa unemployment insurance fund, if applicable, and maintained an Iowa workers' compensation policy, if applicable, in effect for each of those three years. 875-156.3(73A) Application of preference. When awarding a contract for a public improvement to the lowest responsible bidder, the public body shall allow a preference to a resident bidder as against a nonresident bidder that is equal to any preference given or required by the home state or foreign country in which the nonresident bidder is a resident without regard to whether such preferences are actually enforced by the applicable regulatory body in each state. If the bidder is a subsidiary of aarent that would be a nonresident bidder if such parent were to bid on the public improvement in its cr name, then the public body shall allow a preference as against such bidder that is equal tot efereve gives,, or required by the home state or foreign country of the bidder's parent. In the instars§ a lWr force 1 preference, a public body shall apply the same resident labor force preference to a pubft-iippro"men this state as would be required in the construction of a public improvement by the h tem fore country of the nonresident bidder, or the parent of a resident bidder if the parent W1q�ity nonresident bidder if such parent were to bid on the public improvement in its own n3 A preference shall not be applied to a subcontractor unless the home state or form couWgy of the nonresident bidder to whom the contract was awarded would apply a preference to the subcon {i Actor. BF -5 Specific methods of calculating and applying a preference shall mirror those that apply in the home state or foreign country of the nonresident bidder to whom the contract was awarded. In the event that the specific method used by the nonresident bidder's home state or foreign country cannot be determined, the calculation for a labor force preference shall include only the labor force working on the public improvement in Iowa on a regular basis calculated by pay period. 875-156.4(73A) Complaints regarding alleged violations of the Act. 156.4(1) Complaints. Any person with information regarding a violation of the Act may submit a written complaint to the commissioner. Any complaint must provide the information required pursuant to subrule 156.4(2) or as much of such information as is reasonably practicable under the circumstances. The completed written complaint form shall be submitted to the commissioner at Labor Services Division, 1000 East Grand Avenue, Des Moines, Iowa 50319. 156.4(2) Written complaint form. The commissioner shall prepare a written complaint form that a person with information regarding a potential violation of the Act may submit pursuant to subrule 156.4(1). The written complaint form shall request the following information: the name, address, telephone number, and e-mail address of the complainant; the name of the bidder that is believed to have violated the Act; a description of any relationships between the complainant and the bidder; an identification of the public body to which the bidder submitted a bid; the home state or foreign country of the bidder; a description of the goods and services provided under the bid; and such additional information as requested by the commissioner. 156.4(3) Availability of written complaint form. The written complaint form shall be available in all division offices and on the department of workforce development's Internet Web site. 875-156.5(73A) Nonresident bidder record-keeping requirements. While participating in a public improvement, a nonresident bidder from a home state or foreign country with a resident labor force preference shall make and keep, for a period of not less than three years, accurate records of all workers employed by the contractor or subcontractor on the public improvement. The records shall include each worker's name, address, telephone number if available, social security number, trade classification, and starting and ending date of employment. 875-156.6(73A) Investigations; determination of civil penalty. The commissioner or an authorized designee shall cause an investigation to be made into charges of violations of the Act, including allegations set forth in a written complaint. 156.6(1) Investigative powers. The commissioner or the authorized designee shall have the following powers: a. Hearings. The commissioner may hold hearings and investigate charges of violations of the Act. b. Entry into place of employment. The commissioner may, consistent with due process of law, enter any place of employment to inspect records concerning labor force residency, to question an employer or employee, and to investigate those facts, conditions, or matters as are deemed appropriate in determining whether any person has violated the provisions of the Act. The commissioner shall only make an entry into a place of employment in response to a written complaint. o C. Residency of workers. The commissioner may investigate and ascertain ttW9 e�sidej y of'dn worked dngaged in any public improvement in this state. D __q M .� d. i Oaths; depositions; subpoenas. The commissioner may administer oaths, tam oar caFS to br' r ' aken deposition of witnesses, and require by subpoena the attendance and testimony of_y_E44t esses and th� oduction of all books, registers, payrolls, and other evidence relevant to a matter u e 4v4gatmp..� hea4ang.. 7c V P, e... Employment ofpersonnel. The commissioner may employ qualified personne;ds are necessary for the enforcement of Iowa Code section 73A.21. The personnel shall be employed pursuahNo the merit system provisions of Iowa Code chapter 8A, subchapter W. C M. f. Request for records. The commissioner shall require a contractor or subcontractor to file, within 10 days of receipt of a request, any records enumerated in rule 875-156.5(73A). If the contractor or subcontractor fails to provide the requested records within 10 days, the commissioner may direct, within 15 days after the end of the 10 -day period, that the fiscal or financial office charged with the custody and disbursement of funds of the public body that contracted for construction of the public improvement or undertook the public improvement, to withhold immediately from payment to the contractor or subcontractor up to 25 percent of the amount to be paid to the contractor or subcontractor under the terms of the contract or written instrument under which the public improvement is being performed. The amount withheld shall be immediately released upon receipt by the public body of a notice from the commissioner indicating that the request for records as required by this paragraph has been satisfied. 156.6(2) Division determination. Upon conclusion of an investigation, the commissioner or an authorized designee shall issue a written determination to the party that was the subject of the investigation. The determination shall indicate whether or not the division finds a violation of the Act by the party. If the determination indicates that the party engaged in a violation of the Act, the determination shall also indicate the remedies the division intends to pursue as a result of the violation. 156.6(3) Informal conference. A party seeking review of the division's determination pursuant to this rule may file a written request for an informal conference. The request must be received by the division within 15 days after the date of issuance of the division's determination. During the conference, the party seeking review may present written or oral information and arguments as to why the division's determination should be amended or vacated. The division shall consider the information and arguments presented and issue a written decision advising all parties of the outcome of the informal conference. 875-156.7(73A) Remedies. Following the conclusion of the informal conference, or following the expiration of the time in which a party may file a written request for an informal conference, the division may pursue the following remedies. 156.7(1) Injunctive relief. If the division determines that a violation of the Act has occurred, the division may sue for injunctive relief against the awarding of a contract, the undertaking of a public improvement, or the continuation of a public improvement. 156.7(2) Civil penalty. Any person or entity that violates the provisions of this chapter is subject to a civil penalty in an amount not to exceed $1,000 for each violation found in a first investigation by the division, not to exceed $5,000 for each violation found in a second investigation by the division, and not to exceed $15,000 for a third or subsequent violation found in any subsequent investigation by the division. Each violation of this chapter for each worker and for each day the violation continues constitutes a separate and distinct violation. In determining the amount of the penalty, the division shall consider the appropriateness of the penalty to the person or entity charged, upon determination of the gravity of the violation(s). The collection of these penalties shall be enforced in a civil action brought by the attorney general on behalf of the division. 875-156.8(73A) Compliance with federal law. If it is determined that application of this chapter and the Act may cause denial of federal funds which would otherwise be available for a public improvement, or would otherwise be inconsistent with requirements of any federal law or regulation, the application of this chapter shall be suspended to the extent necessary to prevent denial of the funds or to eliminate the inconsistency with federal requirements. o E5 —' 875-156.9(73A) Severability. If any rule under this chapter, any portion of a rule under cher, or t applicability of any rule under this chapter to any person or circumstance is held igo by—courtiM remainder of these rules or the rules' applicability to other persons or circumstances shall e ARcted. These rules are intended to implement Iowa Code section 73A.21. -< a m 0 [Filed 12/16/13, effective 2/12/14] D� [Published 1/8/14] (-n EDITOR'S NOTE: For replacement pages for IAC, see IAC Supplement 1/8/14. BF -7 CITY OF IOWA CITY GENERAL CONDITIONS ARTICLE 1- DEFINITIONS AND TERMINOLOGY negotiations, representations, or agreements, whether written or oral. 1.01 Defined Terms A. Wherever used in the Contract Documents the terns listed below will have the meanings indicated which are applicable to both the singular and plural thereof. 1. Addenda --Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the Contract Documents. 2. Agreement --The written instrument which is evidence of the agreement between OWNER and CONTRACTOR covering the Work. 3. Application for Payment --The form acceptable to OWNER which is to be used by CONTRACTOR during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos --Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Bid --The offer or proposal of a bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 6. Bidding Documents --The Bidding Requirements and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 7. Bidding Requirements --The Advertisement or Invitation to Bid, Instructions to Bidders, Bid security form, if any, and the Bid form with any supplements. 8. Bonds --Performance and payment bonds and other instruments of security. 9. Change Order --A document required by OWNER which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement: 10. Claim --A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms"of the Contract. A demand for money or services by a third party is not a Claim. 11. Contract --The entire and integrated written agreement between OWNER and CONTRACTOR concerning the Work. The Contract supersedes prior 12. Contract Documents --The Contract Documents establish the rights and obligations of the parties and include the Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders, and OWNER's written interpretations and clarifications issued on or after the Effective Date of the Agreement. Approved Shop Drawings and the reports and drawings of subsurface and physical conditions are not Contract Documents. Only printed or hard copies of the items listed in this paragraph are Contract Documents. Files in electronic media format of text, data, graphics, and the like that may be furnished by OWNER to CONTRACTOR are not Contract Documents. 13. Contract Price --The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.03 in the case of Unit Price Work). 14. Contract Times --The number of days or the dates stated in the Agreement to: (i) achieve milestones; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by OWNER's written approval of final payment. 15. CONTRACTOR --The individual or entity with whom OWNER has entered into the Agreement. 16. Cost of the Work --The sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. 17. Drawings --That part of the Contract Documents approved by OWNER which graphically shows the scope, extent, and character of the Work to be performed by CONTRACTOR. Shop Drawings and othe)r CONTRACTOR submittals are notprawings as so defined. , 18. Effective Date ofgrarent-Aeans date indicated m the Agreemet69k w - itmes effective, but if no such date �Yicmd, it the date on which the Agreement�imed and deli d by the last of the two parties to 5, — d ever. Q 19. Extra Work— Wor�ot prodded for in the Contract as awarded or itt erred ntial to the satisfactory completion of the Contrac d authorized by OWNER. 20. Field Order --A written order issued by OWNER which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times.OWNER 21. Final Payment --Payment made to CONTRACTOR after all work is satisfactorily completed. Final payment does not include retainage. 22. General Requirements --Sections of Division I of the Specifications. 23. Hazardous Environmental Condition --The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work. 24. Hazardous Waste --The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903), as amended from time to time. 25. Laws and Regulations; Laws or Regulations -- Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 26. Liens --Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 27. Milestone --A principal event specified in the Contract Documents relating to an intermediate comple- tion date or time prior to Substantial Completion of all the Work. 28. Notice of Award --The written notice by OWNER to the apparent successful bidder stating that upon timely compliance by the apparent successful bidder with the conditions precedent listed therein, OWNER will sign and deliver the Agreement. 29. Notice to Proceed --A written notice given by OWNER to CONTRACTOR fixing the date on which the Contract Times will commence and on which CONTRACTOR shall start to perform the Work under the Contract Documents. 30. OWNER --The City of Iowa City with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be performed, including its employees and professional consultants under contract providing services for the Work. 31. OWNER's Professional Consultant --An individual or entity having a contract with OWNER to finish services as OWNER's independent professional consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 32. Partial Utilization --Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 33. PCBs --Polychlorinated biphenyls. 34. Petroleum --Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 12.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non - Hazardous Waste and crude oils. 35. Project --The total construction of the Work to be performed under the Contract Documents, which may be the whole or a part, as may be indicated in the Contract Documents. 36. Project Manual --The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 37. Radioactive Material --Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 38. Resident Project Representative --The authorized representative of OWNER who is assigned to the Site or any part thereof. 39. Samples --Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 40. Shop Drawings --All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to OWNER to illustrate some portion of the Work. 41. Site --Lands or areas indicated in the Contract Documents as being furnished by OWNER upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by OWNER which are designated for the use of CONTRACTOR. 42. Specifications --That part 4 the Contract Documents consisting of written techftl descriptions of materials, equipment, etems, –standar, and workmanship as applied to4ile> W and_ flair administrative details applica9lelrwregO — 43. Subcontractor --An inzC1Ralentity , a direct contract with CON oywith er Subcontractor for the performama of tloork at the Site.7C aD 44. Substantial Completion --The rise at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of OWNER, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 45. Supplementary Conditions --That part of the Contract Documents which amends or supplements these General Conditions. 46. Supplier --A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 47. Underground Facilities --All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 48. Unit Price Work --Work to be paid for on the basis of unit prices. 49. Work --The entire completed construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and famishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 50. Work Change Directive --A written statement to CONTRACTOR issued on or after the Effective Date of the Agreement and signed by OWNER and CONTRACTOR ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 51. -Written Amendment --A written statement modifying the Contract Documents, signed by OWNER ,and CONTRACTOR on or after the Effective Date ofthe 'Agreement and normally dealing with the non - .engineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. 1.02 Terminology r A. Intent of Certain Terms or Adjectives 1. Whenever in the Contract Documents the terms "as allowed;" "as approved," or terms of like effect or import are used, or the adjectives "reasonable," "suitable," "acceptable, "proper, IF "satisfactory, " or adjectives of like effect or import are used to describe an action or determination of OWNER as to the Work, it is intended that such action or determination will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to OWNER any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility contrary to any provisions of the Contract Documents. , 1. The word "day" shall constitute a calendar day of 24 hours measured from midnight to the next midnight. C. Defective 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test, or approval referred to in the Contract Documents, or has been damaged prior to OWNERS final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 12.04 or 12.05). D. Furnish, Install, Perform, Provide 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete, and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for in%gded use. 4. When "famish," "inZl�ll," "p orm," ,pro- vide" is not used in connection �h sices, mitirials, or equipment in a context cleytdquir�g an tion of CONTRACTOR, "providOPW. E. Unless stated otherwise ircARommet Dohtivients; words or phrases which have a j5�knmfn tec 1 or construction industry or trade rrj zW&g * useinthe Contract Documents in accordance with ynch recognized• meaning. cn ARTICLE 2 - PRELIMINARY MATTERS 2.01 Delivery of Bonds A. When CONTRACTOR delivers the executed Agreement to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish. 2.02 Copies of Documents A. Refer to Supplementary Conditions regarding copies of Drawings and Project Manuals. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence on the thirtieth day after the Effective Date of the Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. In no event will the Contract Times commence later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 Starting the Work A. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence. No Work shall be done at the Site prior to the date on which the Contract Times commence. 2.05 Before Starting Construction A. CONTRACTOR's Review of Contract Documents: Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. CONTRACTOR shall promptly report in writing to OWNER any conflict, error, ambiguity, or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from OWNER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless CONTRACTOR knew or reasonably should have known thereof. B. Schedules: Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to OWNER for its timely review: 1. a progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing, and processing such submittal; and 3. a schedule of values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of 0 the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. C. Evidence oflnsurance: Before any Work at the Site is started, CONTRACTOR and OWNER shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which CONTRACTOR and OWNER respectively are required to purchase and maintain in accordance with Article 5. 2.06 Preconstruction Conference A. Within 20 days after the Contract Times start to ran, but before any Work at the Site is started, a conference attended by CONTRACTOR, OWNER, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.05.13, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2.07 Initial Acceptance of Schedules A. Unless otherwise provided in the Contract Docu- ments, at least ten days before submission of the first Application for Payment a conference attended by CON- TRACTOR, OWNER, and others as appropriate will be held to review for acceptability to OWNER as provided below the schedules submitted in accordance with paragraph 2.05.13. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until acceptable schedules are submitted to OWNER. 1. The progress schedule will be acceptable to OWNER if it provides an orderly progression of the Work to completion within any specified Milestones and the Contract Times. Such acceptance will not impose on OWNER responsibility for the progress schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. 2. CONTRACTOR's schedule of Shop Drawing and Sample submittals will be acceptable to OWNER if it provides a workable arrangement reviewing and processing the required submittals. o 3. CONTRACTOR'S @Uble 24 valuMe ill be acceptable to OWNER as lefb#m M subm"e if it provides a reasonable allocaj ii'Oftt=ontiCC! iice to component parts of the Wo.tn-, rn a ARTICLE 3 - CONTRACT WUUMWTS:CENT, AMENDING, REUSE z= %.D D e.1 3.01 Intent A. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether specifically called for at no additional cost to OWNER. C. Clarifications and interpretations of the Contract Documents shall be issued by OWNER and shall be consistent with the intent of and as reasonably inferable from the Contract Documents. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of OWNER, CONTRACTOR, or any of their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents, nor shall any such provision or instruction be effective to assign to OWNER, or any of its consultants, agents, or employees any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies 1. If, during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any standard, specification, manual or code, or of any instruction of any Supplidr, CONTRACTOR shall report it to OWNER in writing at once. CONTRACTOR shall not proceed wjth the Work afi'ccted thereby (except in an emergency as required by paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.04. 2. CONTRACTOR shall not be liable to OWNER for failure to report any conflict, error, ambiguity, or dis- crepancy in the Contract Documents unless CONTRACTOR knew or reasonably should have known thereof. B. Resolving Discrepancies 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, code, or instruction (whether specifically incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof in one or more ofthe following ways: (i) a Written Amendment or (ii) a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: (i) a Field Order; (ii) OWNER's approval of a Shop Drawing or Sample; or (iii) OWNER's written interpretation or clarification. 3.05 Reuse of Documents A. CONTRACTOR and any Subcontractor or Supplier or other individual or entity performing or furnishing any of the Work under a direct or indirect contract with OWNER: (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or on behalf of OWNER, including electronic media editions; and (ii) shall not reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project without written consent of OWNER or use of same on any other project. This prohibition will survive final payment, completion, and acceptance of the Work, or termination or completion of the Contract. Nothing herein shall preclude CONTRACTOR from retaining copies of the Contract Documents for record purposes. ARTICLE 4 - AVAELABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS o_ J 4.01 Availability of Lands A. OWNER shall furnish the 3iitrtilWF*R sh tify'' CONTRACTOR of any encumbrancer rabyictio s t oft general application but specificall lid ffAse o ite with which CONTRACTOR musty inVerfortthe Work. OWNER will obtain in a tiroly manner and pay for easements for permanent structures or permaimnt changes in existing facilities. B. Upon reasonable written request, OWNER shall famish CONTRACTOR with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and OWNER's interest therein. C. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. Such additional land uses acquired by CONTRACTORshall be by written agreement with the property owner. A copy of the written agreement shall be provided to OWNER. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that OWNER has used in preparing the Contract Documents; and 2, those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that OWNER has used in preparing the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical Data Authorized: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," CONTRACTOR may not rely upon or make any Claim against OWNER with respect to: 1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the Site that is uncovered or revealed either: 1. differs substantially and materially from that shown or indicated in the Contract Documents; or 2. is of an unusual nature, and differs substantially and materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A), notify OWNER in writing about such condition. CONTRACTOR shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order by OWNER to do so. B. OWNER's Review: After receipt of written notice as required by paragraph 4.03.A, OWNER will promptly review the pertinent condition, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto, and advise CONTRACTOR in writing of findings and conclusions. C. Possible Price and Times Adjustments 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in CONTRACTOR's cost of, or time required for, perfor- mance of the Work, as determined by OWNER; subject to the following: a. such condition must meet any one or more of the categories described in paragraph 4.03.A; and b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of Article 9. 2. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or c. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.03.A. 3. If OWNER and CONTRACTM are unable to agree on entitlement to or ®the arnennt or extent, if any, of any adjustment in thi*Wa rice tract Times, or both, a Claim Pbpibe de or as provided in Article 9. How6R s of be liable to CONTRACTOR fort clots, c is, losses, or damages (including but:imitplj to sand charges of engineers, arcl�S79 ati�neys other professionals and all court cZpAtralirat or o ispute resolution costs) sustained B?,CONZACTOR on or in connection with any other project oragicipated project. 4.04 Underground Facilities A. Shawn or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to OWNER by OWNERS of such Underground Facilities, including OWNER, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. OWNER shall not be responsible for the accuracy or completeness of any such information or data; and 2. The cost of all of the following will be included in the Contract Price, and CONTRACTOR shall have full responsibility for: a. reviewing and checking all such information and data; b. locating and exposing when requested by OWNER all Underground Facilities within the Work area whether they are indicated in the Contract Documents; c. coordination of the Work with OWNERS of such Underground Facilities, including OWNER, during construction; and d. the safety and protection of all Underground Facilities and repairing any damage thereto resulting from the Work; e. Notifying all utility companies, all pipeline owners, or other paries affected, and endeavoring to have all necessary adjustments of the public or private utility fixtures, pipelines, and other appurtenances within or adjacent to the limit, of construction made as soon as practicable; and f Notification concerning work near buried utilities as required by Section 479.47, Code of Iowa (2011), and for conducting work as required therein. 3. Water lines, gas lines, wire lines, communication lines, service connections, water and gas meter boxes, water and gas valve boxes, light standards, cableways, signals, and all other utility appurtenances within the limits of the proposed construction, which are to be relocated or adjusted, are to be moved by OWNERS of the utility at their expense, except as otherwise provided for in the Contract Documents; 4. It is understood and agreed that CONTRACTOR has considered in the Bid all of the permanent and temporary utility appurtenances in their present or relgcated positions as shown in the Contract Documents and that additional compensation will not be allowed for any delays, inconvi;nience, or damage sustained by CONTRACTOR due to any interference from the utility appurtenances or their operation or relocation. B:.Not Shown or Indicated 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A), identify OWNER of such Underground Facility and give written notice to that owner and to OWNER. OWNER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility. No compensation shall be due for any Work stoppage caused by the location of an Underground Facility. 2. If OWNER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Times, to the extent that it is attributable to the existence of an Underground Facility. 4.05 Reference Points A. OWNER shall provide engineering surveys to establish reference points for construction which in O WNER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of OWNER. CONTRACTOR shall report to OWNER whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by OWNER in the preparation of the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical Data Authorized.- CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and . drawings, but such reports and drawings are not Contract Documents. Such "technical data" is *ntified inthe Supplementary Conditions. Except for suc[u'liance on such "technical data," CONTRACTORiiiaynotupopp,ppGG����ake � any Claim against OWNER ot'NI3 Prof�3onal Consultants with respect to: %x:74 %� --- 1. the completeness ofso co s�ingut�r itedr CONTRACTOR's purposes, to, any aspects of the mead=eth;&, teues„ sequences and procedures -a— onl�ction o be employed by CONTRACTO$�and safety precautions and programs incident thereto; or CA 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. CONTRACTOR shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. CONTRACTOR shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by CONTRACTOR, Subcontractors, Suppliers, or anyone else for whom CONTRACTOR is responsible. D. If CONTRACTOR encounters a Hazardous Environmental Condition or if CONTRACTOR or anyone for whom CONTRACTOR is responsible creates a Hazardous Environmental Condition, CONTRACTOR shall immedi- ately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by paragraph 6.16); and (iii) notify OWNER (and promptly thereafter confirm such notice in writing). OWNER may retain a qualified expert to evaluate such condition or take corrective action, if any. E. CONTRACTOR shall not be required to resume Work in connection with such condition or in any affected area until after OWNER has obtained any required permits related thereto and delivered to CONTRACTOR written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If OWNER and CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by CONTRACTOR, either party may make a Claim therefor as provided in Article 9. F. If after receipt of such written notice CONTRACTOR does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then OWNER may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If OWNER and CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Article 9. OWNER may have such deleted portion of the Work performed by OWNER's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, OWNER shall indemnify and hold harmless CONTRACTOR, OWNER's Professional Consultants and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by CONTRACTOR or by anyone for whom CONTRACTOR is responsible. Nothing in this paragraph 4.06.E shall obligate OWNER to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER OWNER's Professional Consultants, and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any ofthem from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by CONTRACTOR or by anyone for whom CONTRACTOR is responsible. Nothing in this paragraph 4.06.17 shall obligate CONTRACTOR to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. I. The provisions of paragraphs 4.02, 4.03, and 4.04 are not intended to apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. CONTRACTOR shall furnish performance and payment Bonds, each iii an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Contract Documents. B. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of"Companies . diing Certificates weti of Authority as Acceptable Su on F I Bonds and as Acceptable Reinsuring Companm' as pulished in Circular 570 (amended) by the Financial DrafteAt Ser urety Bond Branch, U.S. Department �IthC Timsury. oiids signed by an agent must be acco iii rAedg a ceffiw] copy of such agent's authority to act. --11 a M. C. If the surety on any fiMshed CON- TRACTOR is declared bankrupeco ps ins t or its right to do business is terminates *n any ac where any part of the Project is located or it ceases to meU$he requirements of paragraph 5.0LB, CONTRACTOR shall within 20 days thereafter substitute another Bond and surety, both of which shall comply with the requirements of paragraphs 5.0LB and 5.02. 5.02 Licensed Sureties and Insurers A. All Bonds and insurance required by the Contract Documents to be purchased and maintained by CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supple- mentary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain. 5.04 CONTRACTOR's Liability Insurance A. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and, in addition, provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1, claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: (i) by any person as a result of an offense directly or indirectly related to the employment of such person by CONTRACTOR, or (ii) by any other person for any other reason; 5. claims for damages, other than to the Work itself, because of minty to or destruction of tangible property wherever located; including loss of use resulting therefrom; and 6, claims. for damages because of bodily injury or death of any -person or property damage arising out ofthe ownership, maintenance or use of any motor vehicle. B. The policies of insurance so required by this paragraph 5.04 to be purchased and maintained shall: 0 1. with respect to insurance required by paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insureds (subject to any customary exclusion in respect of professional liability) OWNER, OWNER's Professional Consultants, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2, include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include completed operations insurance; 4. include contractual liability insurance covering CONTRACTOR's indemnity obligations under para- graphs 6.07, 6.11, and 6.20; 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty days prior written notice has been given to OWNER and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by CONTRACTOR pursuant to paragraph 5.03 will so provide); and 6. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing, or replacing defective Work in accordance with paragraph 11.07. C. CONTRACTOR shall purchase as provided in the Supplementary Conditions, OWNER's and CONTRACTOR's Protective Liability Insurance from CONTRACTOR's sources as primary coverage for OWNER and OWNER's Professional Consultant. 5.05 Acceptance of Bonds and Insurance; Option to Replace A. If OWNER has any objection to the coverage afforded by or other provisions of the Bonds or insurance required to be purchased and maintained by CONTRACTOR in accordance with Article 5 on the basis ofnon-conformance with the Contract Documents, OWNER shall so notify CONTRACTOR in writing within 10 days after receipt ofthe certificates (or other evidence requestpp required by paragraph 2.05.C. CONTRACT -GR sht-, provide such additional information in respesurance pror� d air. OWNER may reasonably request I CTOkkoes not purchase or maintain all of on and �s' nco; required by the Contract Docum WMER shill notify:; CONTRACTOR in writing of su ' re t4urc norf to the start of the Work, or of such jai toemta or to any change in the required cove utt pre ' e to? any other right or remedy, Omay elect to obtain` equivalent Bonds or insurance to rotect it��nterests at the expense of CONTRACTOR, and a Change Drder shall be issued to adjust the Contract Price accordingly. 5.06 Property Insurance A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in these Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the interests of OWNER, CONTRACTOR, Subcontractors, OWNER's Professional Consultants and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder's Risk "all-risk or open peril or special causes of loss policy form that shall at least include insurance for physical loss and damage to the Work, temporary buildings, falsework and Work in transit and shall insure against at least the following perils: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils as may be specifically required by the Supplementary Conditions; 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment in transit for incorporation in the Work or stored at the site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by OWNER; and 5. be maintained in effect until final payment is made. B. CONTRACTOR shall be responsible for any deductible or self-insured retention. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. CONTRACTOR shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necpssary to perform the Work in accordance with the Contract Dgcuments. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CONTRACTOR shall be responsible _to see that the completed Work complies accurately With the Contract Documents. B. At all times during the progress of the Work, CONTRACTOR shall assign a competent resident superin- tendent thereto who shall not be replaced without written notice to OWNER except under extraordinary circumstances. The superintendent will be CONTRACTOR's representative 10 at the Site and shall have authority to act on behalf of CONTRACTOR. All communications given to or received from the superintendent shall be binding on CONTRACTOR. The name, address and telephone number of the Resident Superintendent shall be provided to OWNER prior to commencement of Work. 6.02 Labor; Working Hours A. CONTRACTOR shall provide competent, suitably qualified personnel to survey, layout, and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours, and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday, or any legal holiday without OWNER's written consent given after prior written notice to OWNER. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the General Re- quirements, CONTRACTOR shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER. If required by OWNER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Docu- ments. 6.04 Progress Schedule A. CONTRACTOR shall adhere to thggp�rogress schedule established in accordance with Lamgraplie507 as it may be adjusted from time to time as prcMded b=N. 1. CONTRACTOR shR4$_bttd'o O}"R for acceptance (to the extent ii.QcAed' aragiio 2.07) proposed adjustments in th ess`S�hedtAe that will not result in changing to t TiM Such adjustments will conform auto thlaWgress schedule then in effect anda enalpwily with any provisions of the Gene Requite rents applicable thereto. m 2. Proposed adjustments in the progress schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 10. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 10. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to OWNER for review under the circumstances described below: 1. "Or -Equal" Items: If, in OWNER's sole discretion, an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by OWNER as an "or -equal" item, in which case review and approval of the proposed item may, in OWNER's sole discretion, be accomplished without compliance with some or all ofthe requirements for approval of proposed substitute items. For the purposes of this paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment OWNER determines that: (i) it is at least equal in quality, durability, appearance, strength, and design characteristics; (ii) it will reliably perform at least equally well the function imposed by the design concept of the completed Project as a functioning whole, and b. CONTRACTOR certifies that: (i) there is no increase in cost to OWNER; and (ii) it will conform substantially to the detailed requirements ofthe item named in the Contract Documents. 2. Substitute Items a. If, in OWNER's sole discretion, an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under paragraph 6.05.A.1, it will be considered a proposed substitute item. b. CONTRACTOR shall submit sufficient information as provided below to allow OWNERto determine that the item of material or equipment rVfropoWd is essentially equivalent to that named and an acceptable substitute therefor. Requests for • -ygview;af proposed substitute items of material or equipment will not be accepted by OWNER from r, other than CONTRACTOR. ^' c. The procedure for review by OWNER will be as sed forth in paragraph 6.05.A.2.d, as supplemented in the General Requirements and as OWNER may decide is appropriate under the circumstances. 11 d. CONTRACTOR shall first make written application to OWNER for review of a proposed substitute item of material or equipment that CONTRACTOR seeks to furnish or use. The application shall certify that the proposed substitute item will adequately perform the functions and achieve the results called for by the general design, be similar in substance to that specified, and be suited to the same use as that specified. The application will state the extent, if any, to which the use of the proposed substitute item will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute item and whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute item from that specified shall be identified in the application, and available engineering, sales, maintenance, repair, and replacement services shall be indicated. The application shall also contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change, all ofwhich will be considered by OWNER in evaluating the proposed substitute item. OWNER may require CONTRACTOR to furnish additional data about the proposed substitute item. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may famish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by OWNER. CONTRACTOR shall submit sufficient information to allow OWNER, in OWNER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by OWNER will be similar to that provided in subparagraph 6.05.A.2. C. Owner's Evaluation: OWNER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.05.A and 6.05.13. OWNER will be the sole judge of accep1gility. No "or - equal" or substitute will be orderedinstallesur utilized until OWNER's review is complete, wlir h.Vill Ja& evideffff by either a Change Order for a sub `ifut� ar4prov op, Drawing for an "or equal". E� will r.adv ise CONTRACTOR in writing of any ivedetermibation. D. Special Guarantee: OWI41�11-+htayIequir N - TRACTOR to furnish at CONTRAS 's eraseil6pkal ' performance guarantee or other suithspect to any substitute. c " E. CONTRACTOR's Expense: CONTRACTOR shall provide all data in support of any proposed substitute or "or - equal" at CONTRACTOR's expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. CONTRACTOR shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to OWNER as indicated in paragraph 6.06.13), whether initially or as a replacement, against whom OWNER has reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to OWNER in advance for acceptance by OWNER by a specified date prior to the Effective Date of the Agreement, and if CONTRACTOR has submitted a list thereof in accordance with the Supplementary Conditions, OWNERS acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. CON- TRACTOR shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued or Written Amendment signed. No acceptance by OWNER of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of OWNER to reject defective Work. C. CONTRACTOR shall be fully responsible to OWNER for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between OWNER and any such Subcontractor, Supplier or other individual or entity, nor shall it create any obligation on the part of OWNER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. E. CONTRACTOR shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with OWNER through CONTRACTOR. F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or 12 Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on property insurance, the agreement between CONTRACTOR and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against OWNER, CONTRACTOR, OWNER's Professional Consultant, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, CONTRACTOR will obtain the same. 6.07 Patent Fees and Royalties A. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, OWNERS Professional Consultant, and the officers, directors, partners, employees or agents, and other consultants of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaWkg such.permits and licenses. CONTRACTOR 11 pay�l governmental charges and inspection fees nee forysy�;�, prosecution of the Work which are applicable ap S me nbopenM"Bids, or, if there are no Bids, on ffeive DyW„of the Agreement. CONTRACTOR s�y �harg�utility owners for connections to the 6.09 Laws and Regulations O::o A. CONTRACTOR shall give allratafrces and comply with all Laws and Regulations applicab2lo the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, OWNER shall not be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. B. If CONTRACTOR perforans any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.03. 6.10 Taxes A. CONTRACTOR shall pay all sales, consumer, use, and other similar taxes required to be paid by CONTRAC- TOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas 1. CONTRACTOR shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to OWNER or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, OWNER's Professional Consultant, and the officers, directors, partners, employees, agents, and other consultants of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, OWNER's Professional Consultant, or any other party indemnified hereunder to the extent caused by or -based upon CONTRACTOR's performance of the Work. B. Removal of Debris During Performance ofthe Work: During the progress of the Work CONTRACTOR shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. 13 C. Cleaning. Prior to Substantial Completion of the Work, CONTRACTOR shall clean the Site and make it ready for utilization by OWNER. At the completion of the Work, CONTRACTOR shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. CONTRACTOR shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to OWNER and OWNER's Professional Consultant for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to OWNER. 6.13 Safety and Protection A. CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. CONTRACTOR shall conft with all applicable Laws and Regulations relpgpg to the'safe persons or property, or to the protectipo�ns or riperty from damage, injury, or loss; aiA @Wll: rect amO4aaintain all necessary safeguards forCkAh silty afrprotection. CONTRACTOR shall noti -M—Mrs adjac operty and of Underground Facilities �theceutilitners`when prosecution of the Work ma tthe�±ti,ancooperate with them in the protectt!p;rTerrr¢9al, reMation, and - replacement of their propertg-rAll dagpge, injury, or loss to any property referred to in paragrapIr A 13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER, its employees, or anyone for whose acts OWNER may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). CONTRACTORS duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed in accordance with paragraph 12.07.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). C. CONTRACTOR shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connections with the Work. OWNER will not have such responsibility. No action under taken by OWNER under General Conditions paragraphs 13.1 or 13.2, will constitute a transfer of this responsibility or acceptance ofthis responsibility by OWNER- 6.14 WNER 6.14 Safety Representative A. CONTRACTOR shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.15 Hazard Communication Programs A. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, CONTRACTOR is obligated to act to prevent threatened damage, injury, or loss. CONTRACTOR shall give OWNER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If OWNER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. CONTRACTOR shall submit Shop Drawings to OWNER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. All submittals will be identified as OWNER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show OWNER the services, materials, and equipment CONTRACTOR proposes to provide and to enable OWNER to review the information for the limited purposes required by paragraph 6.17.E. 14 B. CONTRACTOR shall also submit Samples to OWNER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers, and the use for which intended and otherwise as OWNER may require to enable OWNER to review the submittal for the limited purposes required by paragraph 6.17.E. The numbers of each Sample to be submitted will be as specified in the Specifications. C. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawings and Sample submittals acceptable to OWNER as required by paragraph 2.07, any related Work performed prior to O WNERs review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. D. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have: a. determined and verified all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. determined and verified all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. determined and verified all information relative to means, methods, techniques, sequences, and procedures of construction and safety precautions and programs incident thereto; and d. reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 2. Each submittal shall bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTORS review and approval of that submittal. 3. At the time of each submittal, CONTRACTOR shall give OWNER specific written notice of any variations that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written com- munication separate from the submit and, in addition, shall cause a specific notation to be�de on each Shop Drawing and Sample sub to R.fpr, eview and approval of each such on' o i _{ :V E. OWNER's Review n r r �� 1. OWNER will timelAhMw appy ebr gi'4e notice of necessary correc o t.ksubt4l Shop Drawings and Samples in r anc, ith the schedule of Shop Drawings and SaniKe subttFidals acceptable to OWNER. O WNER's review will be My to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2.OWNER's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval ofthe assembly in which the item functions. 3.OWNER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called OWNER's attention to each such variation at the time of each submittal as required by paragraph 6.17.D.3 and OWNER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by OWNER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.17.D.1. F. Resubmittal Procedures 1. CONTRACTOR shall make corrections required by OWNER and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by OWNER on previous submittals. 6.18 Continuing the Work A. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 13.04 or as OWNER and CONTRACTOR may otherwise agree in writing. B. Time is an essential element of the Contract, an it is important that the Work continue each working day and pressed vigorously to completion. 6.19 CONTRACTOR's General Warranty and Guarantee A. CONTRACTOR warrants and guarantees to OWNER that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than CONTRACTOR, Sub- contractors, Suppliers, or any other individual or entity for whom CONTRACTOR is responsible; or 2. normal wear and tear under normal usage. 15 B. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 1. observations by OWNER; 2. payment by OWNER of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by OWNER or any payment related thereto by OWNER; 4. use or occupancy of the Work or any part thereof by OWNER; 5. any acceptance by OWNER or any failure to do am 6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by OWNER; 7. any inspection, test, or approval by others; or 8. any correction of defective Work by OWNER. 6.20 Indemnification A. To the fullest extent permitted by Laws and Regula- tions, CONTRACTOR shall indemnify and hold harmless OWNER, OWNER's Professional Consultant, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage: 1. is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom; and 2. is caused in whole or in p any negligent act or omission of CONTRACTOR, aubcontractor, any Supplier, or any individuatDr entity�jkectl directly employed by any of them f'ornymny of ork or anyone for whose acts tint thin m liable, regardless of whether cau� pa&y annegligence or omission of an indior entity fied hereunder or whether lia is �ppose n such indemnified party by Laws�egllTtions dless of the negligence of any such* idMor enti Y .V1 B. In any and all claims against OWWR or OWNER's Professional Consultant or any oftheir respective consultants, agents, officers, directors, partners, or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of CONTRACTOR under paragraph 6.20.A shall not extend to the liability of OWNER's Professional Consultant or to the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them arising out of the preparation of, or the failure to prepare maps, Drawings, opinions, reports, surveys, designs, or Specifications. ARTICLE 7 - OTHER WORK 7.01 Related Work at Site A. OWNER may perform other work related to the Project at the Site by OWNER's employees, or let other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to CON- TRACTOR prior to starting any such other work. B. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the other work with OWNER's employees) proper and safe access to the Site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CON- TRACTOR shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of OWNER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. C. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to OWNER in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure to so report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent defects and deficiencies in such other work. 7.02 Coordination Mr A. If OWNER intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and respon- sibility for such coordination. ARTICLE 8 - OWNER'S RESPONSIBILITIES 8.01 Furnish Data A. OWNER shall promptly famish the data required of OWNER under the Contract Documents. 8.02 Pay Promptly When Due A. OWNER shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 12.02.0 and 12.07.C. 8.03 Lands and Easements; Reports and Tests A. OWNER's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.01 and 4.05. Paragraph 4.02 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by OWNER in preparing the Contract Documents. 8.04 Insurance A. OWNER's responsibilities, if any, with respect to pur- chasing and maintaining liability and property insurance are set forth in Article 5. 8.05 Limitations on OWNER's Responsibilities A. OWNER shall not supervise, direct, or have control or authority over, nor be responsible for, WNTRACTOR"s means, methods, techniques, sequences,$ procedures of construction, or the safety precautions andIrtograms incident thereto, or for any failure of CONeIRCTIW to coMRy with Laws and Regulations applicabLka4e pVformmwa.ofthe Work. OWNER shall ndU-6eSpon for CONTRACTOR's failure to perfor pe 0 in dance with the Contract Documents. :'I t -rt s 3 B. OWNER shall not be oQr_5ed Spay Qby or down time rental on any equipm(3�tusedrq�rtored at the Site unless agreed to and included in an appro*M Change Order. 8.06 Undisclosed Hazardous Environmental Condition A. OWNER's responsibility with respect to any undisclosed Hazardous Environmental Condition is set forth in paragraph 4.06. 8.07 Evidence of Financial Arrangements A. If and to the extent OWNER has agreed to furnish CONTRACTOR reasonable evidence that financial arrangements have been made to satisfy OWNER's obligations under the Contract Documents, OWNER's responsibility in respect thereof will be as set forth in the Supplementary Conditions. ARTICLE 9 - PAYMENTS 9.01 Scope of Payment A. CONTRACTOR shall accept the compensation herein provided as full payment for furnishing all material, labor, tools, and equipment and for performing all work under the Contract or any extension thereof allowed under Article 10; also, for all cost arising from the action of the elements or other natural causes, agreements, and performances, non - performances, or delays involving other contractors and third parties, or injunctions or lawsuits resulting therefrom, or from any unforeseen difficulties not otherwise provided for in the Contract Documents and which may be encountered during prosecution of the Work and up to the time of acceptance thereof, except damage to the Work due to acts of war. Nothing herein shall in and of itself be construed to prejudice or deny any claim filed under provisions of Article 9.05. B. The Contract Price for any item shall be full compensation for acceptable work and for materials, equipment, tools, and labor for performance of all work necessary to complete the item in accordance with the Contract Documents. 9.02Payment For Work Performed A. CONTRACTOR shall receive and accept payment for work performed under the Contract as follows: 1. Items of Work Performed Which Are Covered by Definite Prices Stipulated in the Contract. For all items of acceptable work performed which are covered by definite unit prices or lump sum amounts specified in the contract, CONTRACTOR shall receive and accept compensation at the rate specified in the contract, except for items identified as that of significant change as provided in Articles 4.03 and 9.04. 2. In making Contract adjustments, consideration shall be given to the portion of the cost of the Work that can be classified as fixed costs, independent of the exact quantity of work performed, such as transportation and installationcosts on equipment, overhead cost, a4. Any price adjustment shall be arrived at from the standpoint that neither, party to the contract shall be penalized by the increase or decrease in quantities which occasioned the price adjustment. B. Extra Work 17 1. Extra Work ordered by OWNER of a quality or class not covered by the Contract, will be paid for either at an agreed price or on a force account basis. a. Agreed Price Basis. For Extra Work ordered by OWNER and performed on an agreed price basis, OWNER and CONTRACTOR shall enter into a written agreement before the work is undertaken. This written agreement shall describe the Extra Work that is to be done and shall specify the agreed price or prices therefor. b. Force Account Basis. (1) For Extra Work performed on a force account basis, CONTRACTOR shall receive the rate of wage (or scale) agreed to in writing with OWNER before beginning work for each and every hour that laborers, timekeepers, supervisors, and superintendents are actually engaged in work. (2) CONTRACTOR shall receive the actual costs paid to, or in behalf of, workers by reason of subsistence and travel allowances, health and welfare benefits, pension fund benefits, or other benefits, when the amounts are required by a collective bargaining agreement or other employment contract generally applicable to the classes of labor employed on the work. (3) An amount equal to 35 percent of the sum of the above items listed in (1) and (2) will also be paid to CONTRACTOR. The 35 percent shall cover compensation for furnishing the necessary small tools for work, together with all other overhead items of expense. (4) For property damage, liability, and worker's compensation insurance premiums, unemployment insurance contributions, and social security taxes on the force account work, CONTRACTOR shall receive the actual cost, to which 10 percent will be added. CONTRACTOR shall famish evidence of the rate or rates paid for such bond, insurance, and tax. (5) The wage of the superintendent, timekeeper, or supervisor who is employed partly on force account vvork and partly on other work shall be prated between two classes of work cord' to the ber of persons shown b> ay�ls as et dyed on each class of wod?. —1 ••� (6) For matWvt9us&on fxxyry���ccount work, CONTRAS sh*14receiydtle actual cost of materia} �lyliva-Ad on� work, including the fre ;Wnd hmtdling arges as shown by originaiiecetpte.bills, to which cost shall be added a sum egml to 15 percent thereof. (7) Rental rate for machinery, tools or equipment (except small hand tools which may be used) and fuel and lubricants shall be based on the average monthly rental rate in the most recent Rental Rate Blue Book published by Dataquest Incorporated. OWNER and CONTRACTOR shall agree on a rental rate in writing before Extra Work on force account basis is performed. Profit percentage shall not be added to the rental rate. (8) Compensation as herein provided shall be accepted by CONTRACTOR as payment in full for Extra Work done on a force account basis. It will be assumed that such payment includes the use of tools and equipment for which no rate is allowed, overhead, and profit. (9) At the end of each day, CONTRACTOR shall prepare payrolls in duplicate for labor furnished on a force account basis using OWNER's standard force account forms. Both copies shall be signed by the OWNER's representative and CONTRACTOR's representative. One copy shall be furnished to OWNER and one to CONTRACTOR. Claims for Extra Work performed on a force account basis shall be submitted to OWNER in triplicate. Any receipts or statements required by OWNER to support such claims shall be attached thereto. Such claims shall be filed no later than the tenth day of the month following that in which the work was actually performed, and shall include all labor charges, rental charges on machinery, tools, and equipment, and all material charges insofar as they are available. 3. Extra Work Performed by a Subcontractor. The percentage markup to be allowed to CONTRACTOR for Extra Work (including force account work) performed by a Subcontractor shall be in accordance with the following: a. 10 percent on the first $50,000 with a $100 minimum. b. 5 percent on the portion over $50,000. C. Deficient Work Payment for work judged by OWNER to be deficient Work will be made at the reduced rate specified in the Contract Documents or, if no such rate is specified, at a modification of the Contract Price, as determined by OWNER. 9.03 Cancelled Work A. OWNER shall have the right to cancel any or all items from the Contract when unforeseen circumstances, unanticipated design changes, or other reasons beyond the control of CONTRACTOR prevent or unreasonably delay completion of the Contract or certain items ofthe Contract, or when OWNER determines that cancellation is in the public interest. B. OWNER may prevent CONTRACTOR from starting Work on the Contract or an identified phase of the Contract as a result of a delay caused by OWNER or others. C. When the Contract period is defined by the approximate starting date and the delay prevents CONTRACTOR starting Work on the Contract or an identified phase of the Contract for 30 calendar days beyond such date, CONTRACTOR may request cancellation by written notice to OWNER stating the reasons therefor. D. When the Contract period is defined by the late start date and the delay prevents CONTRACTOR starting for more than 30 calendar days after the date of award of Contract and at least 30 calendar days beyond the date which, by notice to OWNER, CONTRACTOR proposed to start work, CONTRACTOR may request cancellation by providing written notice to OWNER, stating the reasons therefor. E. In the case of 9.03C., or 9.03D., within 30 calendar days from the date of the request, OWNER will eliminate or minimize, if possible, the cause for the delay and issue a Notice to Proceed, redefine the basis on which the Work is to proceed, or cancel the Contract or phase of the Contract. F. CONTRACTOR shall not use delays that occur prior to starting Work or an identified phase ofthe Work as a basis of a claim against OWNER except for an extension of Contract period. Notices described in this Article 9 shall be transmitted by ordinary mail. G. For finished portions of non -major items cancelled, CONTRACTOR will be paid, at the contract unit prices, in accordance with the provisions of Article 9.02. For finished portions of major items cancelled, CONTRACTOR will be paid as provided in Article 9.02. For all items, materials ordered and delivered for the unfinished portion of such cancelled or omitted items, OWNER will pay cost plus 10 percent as an overhead charge. CONTRACTOR's expense for handling or transporting this material shall be included in computing the cost. OWNER will also pay any actual expenses sustained by CONTRACTOR by reason of such cancellation or omission and not represented by work completed or material delivered. In computation of material cost or expenses sustained, no anticipated profit will be included. Material paid for shall become the property of OWNER and shall be disposed of as directed by OWNER. 9.04 Standardized Contract Clauses A. Suspensions of Work Ordered by OWNER 1. If the performance of all or any portion of the Work is suspended or delayed by OWNER in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and CONTRACTOR believes that additional compensation and/or contract time is due as a result of such suspension or delay, CONTRACTOR shall submit to OWNER, in writing, a request for ad Lgment within 7 calendar days of receipt of the notice Wesume work. The request shall set forth tha�asonsA support for.. such adjustment.`n )> .b ..�. 2. Upon receipt, OLN'ER ill frftate; CONTRACTOR's request. If the the cost and/or time required for erfpttanc the contract has increased as a resiE5(00ucl *spen d the suspension was caused by ceiiditipgs beyW the v' w 18 a, control of and not the fault of CONTRACTOR, its Suppliers, or Subcontractors at any approved tier, and not caused by weather, OWNER will make an adjustment (excluding profit) and modify the Contract in writing accordingly. CONTRACTOR will be notified of OWNER's determination whether an adjustment of the Contract is warranted. 3. No Contract adjustment will be allowed unless CONTRACTOR has submitted the written request for adjustment, within the time prescribed. 4. No Contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which adjustment is provided or excluded under any other tern or condition of this Contract. B. Significant Changes in the Character of Work 1. OWNER reserves the right to make, in writing, at any time during the Work, such changes in quantities and such alterations in the Work as are necessary to satisfactorily complete the Project. Such changes in quantities and alterations will not invalidate the Contract nor release the surety, and CONTRACTOR agrees to perform the Work as altered. 2. If the alterations or changes in quantities significantly change the character of the Work under the Contract, whether such alterations or changes are in themselves significant changes to the character of the Work or, by affecting other work, cause such other work to become significantly different in character, an adjustment, excluding anticipated profit, will be made to the Contract. The basis for the adjustment shall be agreed upon in writing prior to the performance of the Work. If a basis cannot be agreed upon, then an adjustment will be made either for or against CONTRACTOR in such amount as OWNER may determine to be fair and equitable. 3. If the alterations or changes in quantities do not significantly change the character of the work to be performed under the Contract, the altered Work will be paid for as provided elsewhere in the Contract. 4. The term "significant change" shall apply only to the following circumstances: a. When the character of the Work, as altered, differs materially in kind or nature from that involved or included in the original proposed construction; or b. When a major item of Work, defined as an item of Work in excess of $50,000, is increased in excess.of 125 percent or decreased below 75 percent of the original Contract quantity. Any allowance for an increase in quantity shall apply only to that portion in excess of 125 percent of original Contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed. 9.05 Disputed Claims For Extra Compensation 19 A. In any case where CONTRACTOR deems that extra compensation is due for work or material not clearly covered in the Contract and not ordered by OWNER as Extra Work as defused herein, CONTRACTOR shall file a written claim with OWNER for this extra compensation before commencing the Extra Work upon which the claim is based. B. OWNER shall be responsible for damages attributable to the performance, nonperformance or delay of any other contractor, governmental agency, utility, firm, corporation, or individual authorized to do work on the project, only when these damages result from negligence on the part of OWNER, its officers or employees. In any case where CONTRACTOR deems extra compensation is due from OWNER as damages resulting from these performances, nonperformances, or delays, CONTRACTOR shall notify OWNER in writing at the time the delay occurs. C. In all cases, if the notification required pursuant to 9.05.13 is not given or, if after the notification is given, OWNER is not afforded the ability to keep strict account of actual costs as defined for force account construction, CONTRACTOR thereby agrees to waive the claim for extra compensation for this work. This notice by CONTRACTOR, and the fact that OWNER has kept account of the cost as aforesaid, shall not be construed as establishing the validity of the claim. The claim, when filed, shall be in writing and in sufficient detail to permit auditing and an intelligent evaluation by OWNER. The claim shall be supported by such documentary evidence as the claimant has available and shall be verified by affidavit of the claimant or other persons having knowledge of the facts. If the claimant wishes an opportunity to present the claim in person, then the claim shall be accompanied by a written request to do so. Where the claimant asks an opportunity to present the claim in person, OWNER, within 30 calendar days of the filing of the claim, will fix a time and place for a meeting, between the claimant and OWNER. OWNER will, within a reasonable time from the filing of the claim or the meeting above referred to, whichever is later, rule upon the validity of the claim and notify the clahnant, in writing, of the ruling together with the reasons therefor. In case the claim is found to be just, in whole or in part, it will be allowed and paid to the extent so found. CONTRACTOR shall not institute any court action against OWNER for the adjudication of any claims until the claim has been first presented to OWNER pursuant to this Article. ARTICLE 10 - CHANGE OF CONTRACT TIMES 10.01 Change of Contract Times o_ J A. The Contract Times Rp}r-pnlyE�e cha'i1 by a Change Order or by a Written A) a rnetmAny Claim for an adjustment in the Contract Tine-4all be madr-arwriting and submitted by the party maUjiptheqqaim timet e other party to the Contract. —< r— m [ 1 7G B. Any adjustment of th7AtratlDTimeill be determined in accordance with t provisips of this Article 10. cn 10.02 Delays Beyond CONTRACTOR's Control A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of CONTRACTOR, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in paragraph 10.01.A. Delays beyond the control of CONTRACTOR shall include, but not be limited to, negligent acts by OWNER, negligent acts by utility owners or other contractors performing other work as contemplated by Article 7, fees, floods, epidemics, abnormal weather conditions, or acts of God. 10.03 Delays Within CONTRACTOR's Control A. The Contract Times will not be extended due to delays within the control of CONTRACTOR. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 10.04 Delays Beyond OWNER's and CONTRACTOR's Control A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control ofboth OWNER and CONTRACTOR, as determined by OWNER in its sole discretion, an extension of the Contract Times in an amount equal to the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. 10.05 Delay Damages A. in no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier, or any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from: 1. delays caused by or within the control of CON- TRACTOR; or 2. delays beyond the control of both OWNER and CONTRACTOR, including, but not limited to, fires, floods, epidemics, abnormal weather conditions, acts of God, or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 11 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects A. Prompt notice of all defective Work of which OWNER has actual knowledge will be given to CONTRACTOR. All defective Work may be rejected, corrected, or accepted as provided in this Article 11. 11.02 Access to Work A. OWNER, OWNER's Professional Consultant, other representatives and personnel of OWNER, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting, and testing. CONTRACTOR shall provide them proper and 20 safe conditions for such access and advise them of CONTRACTOR's Site safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. CONTRACTOR shall give OWNER timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by paragraphs 11.03.0 and 11.03.1) below; 2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 11.04.13 shall be paid as provided in said paragraph 11.04.13; and 3. as otherwise specifically provided in the Contract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish OWNER the required certificates of inspection or approval. D. CONTRACTOR shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for OWNER's acceptance of materials or equipment to be incorporated in the Work, or acceptance of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to OWNER. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by CONTRACTOR without written concurrence of OWNER, it must, if requested by OWNER, be uncovered for observation. F. Uncovering Work -as provided in paragraph 11.03.E shall be at CONTRACTOR's expen unless CON- TRACTOR has given OWNER tidy notice of CONTRACTOR's intention to aup-r the sante and OWNER has not acted with reasonable proAapFn?ss McsponsJ4 such notice. 11.04 Uncovering Work <n m rn rn A. If any Work is covered coEgIRto N writtrr1quest of OWNER, it must, ifrequestedFKOWNW be ~vered for OWNER's observation and replaced at EgNTRACTOR's expense. m B. If OWNER considers it necessary or advisable that inspected covered Work be observed by OWNER, reinstalled or tested by others, CONTRACTOR, at OWNER's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as OWNER may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that such Work is defective, CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, OWNER may make a Claim therefor as provided in Article 9. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a Claim therefor as provided in Article 9. 11.05 OWNER May Stop the Work A. If the Work is defective, or CONTRACTOR fails to supply sufficiently skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work or any portion thereof, until the cause for such order has been eliminated. The right of OWNER, however, to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or any surety for,employee or agent of any of them. 11.06 Correction or Removal ofDefecttve Work A. CONTRACTOR shall correct all defective Work, whether fabricated, installed, or completed, or, if the Work has been rejected by OWNER, remove it from the Project and replace it with Work that is not defective. CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal, including, but not limited to, all costs of repair or replacement of work of others. 11.07 Correction. Period A. If, within two years after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations, the terns of any applicable special guarantee required by or specific provision stated in the Contract Documents , any Work, material, or equipment is found to be defective, or if the repair of any damages to the land or areas made available for CONTRACTOR's use by OWNER or permitted by Laws and Regulations as coptemplated in paragraph 6.1 LA is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions, perform one to more of the following remedial actions: (i) repair such defective land or areas; (ii) correct such defective Work or, if the defective Work has been 21 rejected by OWNER, remove it from the Project and replace it with Work that is not defective; or (iii) satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions or, in an emergency where delay would cause serious risk of loss or damage, OWNER may perform or have a third parry perform the required remedial actions, and CONTRACTOR shall pay all Claims, costs, losses, and damages, including, but not limited to, all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs arising out of or relating to the performance of said remedial action. B. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. C. Where defective Work and damage to other Work resulting therefrom has been corrected or removed and replaced under this paragraph 11.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. D. CONTRACTOR's obligations under this paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this paragraph 11.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 11.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, OWNER prefers to accept it, OWNER may do so. CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to OWNER's evaluation of and determination to accept such defective Work and the diminished value of the Work to the extent not otherwise paid by CONTRACTOR pursuant to this sentence. If any such acceptance occurs prior to final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and OWNER shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to ths,:pmount thereof, OWNER may make a Claim therefor as p&i5ded in Article 9. If the acceptance occurs after f�yme$�, an apgpriate amount will be paid by CON R �O WNERII 11.09 OWNER May Correct DefJ7 W-& rr A. If CONTRACTOR fail; in eeasoiMl time after written notice from OWNE1rreCrdefet(17CJWork or to remove and replace rejea oVas regiSi'red by OWNER in accordance with pkragraplF-11.06.A, or if CONTRACTOR fails to perform the W&Q in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days written notice to CONTRACTOR, correct and remedy any such deficiency. B. In exercising the rights and remedies under this section, OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the Site, take possession of all or part of the Work and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, and OWNER's other contractors access to the Site to enable OWNER to exercise the rights and remedies under this section. C. All Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by OWNER in exercising the rights and remedies under this paragraph 11.09 will be charged against CONTRACTOR, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, OWNER may make a Claim therefor as provided in Article 9. Such claims, costs, losses and damages will include, but not be limited to, all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of CONTRACTOR's defective Work. D. CONTRACTOR shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies under This section 11.09. ARTICLE 12 - PAYMENTS TO CONTRACTOR AND COMPLETION 12.01 Schedule of Values A. The schedule of values established pursuant to paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to OWNER. Progress payments on account of Unit Price Work will be based on the number of units completed. 12.02 Progress Payments A. Applications for Payments 1. At least 20 days before the date established for each progress payment, but not more often than once a month, CONTRACTOR shall submit to OWNER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for 22 Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect OWNER's interest therein, all of which must be satisfactory to OWNER. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of CONTRACTOR stating that all previous progress payments received on account of the Work have been applied on account to discharge CONTRACTOR's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications 1. OWNER will, within 10 days after receipt of each Application for Payment, indicate in writing acceptance or denial of the Application for Payment. If the Application is denied, OWNER shall state the reasons for such denial and CONTRACTOR may make the necessary corrections and resubmit the Application. 2. Payment by OWNER of amount requested in an Application for Payment will constitute a representation by OWNER that to the best of OWNER's knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents subject to: (i) an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, (ii) the results of any subsequent tests called for in the Contract Documents, (iii) a final determination of quantities and classifications for Unit Price Work under Article 9, and (iv) any other qualifications stated in the recommendation; and C. the conditions precedent to CONTRACTOR's entitlement to such payment appear to have been fulfilled in so far as it is OWNER's responsibility to observe the Work. 3. By making any such payment OWNER will not thereby be deemed to have accepted OW: (i) inspections made to check the quality oy4he qua^ of the Work as it has been performed have eixh.Wive, ended to every aspect of the Wor ro s, orolved detailed inspections of the or thafllwre n*y not be other matters or iss ,hgtw�gg the 1"Ms that might entitle CONTRACT a pard adcjyyppally by OWNER or entitle OWN rte wftold ent to CONTRACTOR. �x to 4. Neither OWNER's tepview o1:AONTRACTOR's Work for the purposes of making ll%ments, including Final Payment, will impose responsibility on OWNER to supervise, direct, or control the Work or for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for CONTRACTOR's failure to comply with Laws and Regulations applicable to CONTRACTOR's performance of the Work. Additionally, said review or recommendation will not impose responsibility on OWNER to make any examination to ascertain how or for what purposes CONTRACTOR has used the moneys paid on account of the Contract Price, or to determine that title to any of the Work, materials, or equipment has passed to OWNER free and clear of any Liens. 5. OWNER may, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made to such extent as may be necessary to protect OWNER from loss because: a. the Work is defective, or completed Work has been damaged, requires correction or replacement; b. the Contract Price has been reduced by Written Amendment or Change Orders; c. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 11.09; or d. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraph 13.02.A. C. Payment Becomes Due 1. Twenty days after presentation of the Application for Payment to OWNER, the amount will become due, subject to the provisions ofparagraph 12.02.D, and when due will be paid by OWNER to CONTRACTOR. D. Reduction in Payment 1. OWNER may refuse to make payment of the full amount because: a. claims have been made against OWNER arising from CONTRACTOR's performance or fur- nishing of the Work; b. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens; c. there are other items entitling OWNER to a set-off against the amount requested; or d. OWNER has actual knowledge of the occur- rence of any of the events enumerated in paragraphs 12.02.B.5.a through 12.02.B.5.c or paragraph 13.02.A. 2. If OWNER refuses to make payment of the full amount, OWNER must give CONTRACTOR immediate written notice stating the reasons for such action and promptly pay CONTRACTOR any amount remaining 23 after deduction of the amount so withheld. OWNER shall promptly pay CONTRACTOR the amount so withheld or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action. 3. If it is subsequently determined that OWNER's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by paragraph 12.02.C.1. 12.03 CONTRACTOR's Warranty of Title A. CONTRACTOR warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment, free and clear of all Liens. 12.04 Substantial Completion A. When CONTRACTOR considers the entire Work ready for its intended use, CONTRACTOR shall notify OWNER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that OWNER issue a certificate of Substantial Completion. B. Promptly thereafter, OWNER and CONTRACTOR shall make an inspection of the Work to determine the status of completion. If OWNER does not consider the Work substantially complete, OWNER will notify CONTRACTOR in writing, giving the reasons therefor. C. If OWNER considers the Work substantially complete, OWNER will prepare a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion and will issue a final certificate of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. D. OWNER shall have the right to exclude CONTRACTOR from the Site after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. 12.05 Partial Utilization A. Use by OWNER at OWNER's option of any substantially completed part of the , Work which has specifically been identified in lbe Contest Documents, or which OWNER and CONTRAS OR �—�g''eee cpq�j��utes a separately functioning and usalrt ofillte Work hat can be used by OWNER for its,.deal urpoxwithout significant interference with CQDtIAC R's t ormance of the remainder of the Work, rap accomplis rior to Substantial Completion of al WJ" su e t to the following conditions: o7 1. OWNER at any time nay request, at any time and in writing, that CONTRACTOR pets it OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER that such part of the Work is substantially complete and request OWNER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request OWNER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER and CONTRACTOR shall make an inspection of that part of the Work to determine its status of completion. If OWNER does not consider that part of the Work to be substantially complete, OWNER will notify CONTRACTOR in writing giving the reasons therefor. If OWNER considers that part of the Work to be substantially complete, the provisions of section 12.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 12.06 Final Inspection A. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, OWNER will promptly make a final inspection with CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.07 Final Payment A. Application for Payment 1. After CONTRACTOR has, in the opinion of OWNER, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all main- tenance and operating instructions, schedules, guaran- tees, Bonds, certificates or other evidence of insurance certificates of inspection, marked -up record documents (as provided in paragraph 6.12), and any other necessary documents, CONTRACTOR may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied by the following, unless previously delivered: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.04.13.7; (ii) consent of the surety, if any, to final payment; and (iii) complete and legally effective releases or waivers satisfactory to OWNER of all Lien rights arising out of or Liens filed in connection with the Work. 3. in lieu of the releases or waivers of Liens specified in paragraph 12.07.A.2 and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and an affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be FM responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish a release or receipt of payment in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. B. Review of Application and Acceptance 1. If, on the basis of OWNER's observation of the Work during construction and final inspection, and OWNER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, OWNER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, OWNER will, within ten days after receipt of the final complete Application for Payment, indicate in writing to CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 12.09.OWNER will otherwise return the Application for Payment to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due 1. Thirty days after the formal acceptance of the Work by OWNER, retainage will become due and payable. 12.08 Final Completion Delayed A. If final completion of the Work is significantly delayed through no fault of CONTRACTOR, OWNER may, upon receipt of CONTRACTOR's final Application for Payment, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to OWNER 'with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 12.09 Waiver of Claims N A. The making and acceptan�:g of finUpayment will constitute a waiver of all Claims: C) y ..n 0 1. by OWNER against Claims arising from unsettli Work appearing after final paragraph 12.06, from fail Contract Documents or th guarantees specified therein, i continuing obligations under and to ,e A Cll37 Contra@ Documents; m 2. by CONTRACTOR against OWNER other than those previously made in writing which are still unsettled. ARTICLE 13 - SUSPENSION OF WORK AND TERMINATION 13.01 OWNER May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination of the Contract for cause: 1. CONTRACTOR's persistent failure to perform the Work in accordance with the Contract Documents, including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.07 as adjusted from time to time pursuant to paragraph 6.04; 2. CONTRACTOR's disregard of Laws or Regulations of any public body having jurisdiction; 3. CONTRACTOR's disregard of the authority of OWNER; or 4. CONTRACTOR's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in paragraph 13.0l.A occur, OWNER may, after giving CONTRACTOR and the surety, if any, seven days written notice, terminate the services of CONTRACTOR, exclude CONTRACTOR from the Site, and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by CONTRACTOR without liability to CONTRACTOR for trespass or conversion, incorporate in the Work all materials and equipment stored at the Site or for which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case, CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages, including, but not limited to, all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs sustained by OWNER arising out of or relating to completing the Work, such excess will be paid to CONTRACTOR. If such claims, costs, losses, and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses, and damages incurred by OWNER will be incorporated in a Change Order. When exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. C. Where_CONTRACTOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 13.02 OWNER May Terminate For Convenience A. Upon seven days written notice to CONTRACTOR, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the 25 Contract. In such case, CONTRACTOR shall be paid, without duplication of any items: 1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. for all claims, costs, losses, and damages including, but not limited to, all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. for reasonable expenses directly attributable to termination. B. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 13.03 CONTRACTOR May Stop Work or Terminate A. If, through no act or fault of CONTRACTOR, the Work is suspended for more than 90 consecutive days by OWNER or under an order of court or other public authority, or OWNER fails to act on any Application for Payment within 30 days after it is submitted, or OWNER fails for 30 days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days written notice to OWNER and provided OWNER does not remedy such suspension or failure within that time, terminate the Contract and recover from OWNER payment on the same terms as provided in section 13.02. In lieu of terminating the Contract and without prejudice to any other right or remedy, if OWNER has failed for 30 days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may, seven days after providing written notice to OWNER, stop the Work until payment is made of all such amounts due CONTRACTOR, including interest thereon. The provisions of this section 13.03 are not intended to preclude CONTRACTOR from making a Claim under Article 9 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping the Work as permitted by this paragraph. ru 0 ARTICLE 14 - DISPUTE RESOLUTION a 14.01 Methods and Procedure n-< _ r C-) A. OWNER and CONTRR spy e r 1 e such rights of remedies as either m�erwlse have�.ur�{ier'the Contract Documents or by Law guoy ons ect of any dispute. Disputes shall be roved b egal or equitable proceedings in a court of appropriate juriction. Under no circumstances shall binding arbitration be required as to any dispute arising between the parties or under the Contract Documents. ARTICLE 15 - MISCELLANEOUS 15.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by ordinary mail, postage prepaid, to the last business address known to the giver of the notice. 15.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 15.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 15.04 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Agreement. 15.05 Controlling Law A. This Contract is to be governed by the laws of the State of Iowa. 15.06 Compliance with OSHA Regulations A. CONTRACTOR and all Subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry 26 Standard) and 29 CFR 1926 (Construction Industry Standard). CONTRACTOR and all Subcontractors are solely responsible for compliance with said regulations. 15.07 Employment Practices A. Neither CONTRACTOR nor its Subcontractors shall employ any person whose physical or mental condition is such that its employment will endanger the health and safety of themselves or others employed on the Project. B. CONTRACTOR shall not commit any of the following employment practices and agrees to include the following clauses in any subcontracts: 1. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age, or disability unless such disability is related to the job performance of such performance or employee. 2. To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age or disability unless such disability is related to job performance of such person or employee. 15.08 Contract Compliance Program (Anti -Discrimination Requirements). A. For all Contracts and subcontracts of $25,000 or more, CONTRACTOR and all affected Subcontractors shall abide by the requirements of the City of Iowa City Contract Compliance Program, which is included with these Specifications beginning on page CC -1. 15.09 Restriction on Non -Resident Bidding offon-Federal Aid Projects A. CONTRACTOR awarded the Project, together with all Subcontractors, shall be required to complete the form included with these Specifications titled the same as this section and submit it to OWNER before work can begin on the Project. Note that this requirement involves only those projects not funded with Federal moneys. 15.10 Construction Stakes A. CONTRACTOR shall be responsible for the preservation of stakes and marks. Any necessary restaking will be at CONTRACTOR's gxpense and will be charged at a rate of $75 per hour. rw d :-1 j a m E5 7-.JO K S �p D w CYN CITY OF IOWA CITY SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement the City of Iowa City General Conditions of the Construction Contract and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. Terms used in these Supplementary Conditions will have meanings assigned to them in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable to both the singular and plural thereof. SC -1.01.A DEFINED TERMS 31. OWNER's Professional Consultant Confluence, Inc., an Iowa Corporation, located at 900 2"' St. SE, Suite #104, Cedar Rapids, IA 52401 will act as OWNER's Professional Consultant. 52. Engineer—HR Green, Inc., an Iowa corporation, located at 8710 Earhart Lane SW, Cedar Rapids, IA 52404. SC -2.02 COPIES OF DOCUMENTS A. After Notice of Award, CONTRACTOR may obtain, at no charge, maximum of five (5) complete, full-size sets of the Drawings listed in the project manual and five (5) sets of the Project Manual. 1. Additional copies of the Project Manual and half-size or full-size Drawings may be obtained under following conditions: a. Project Manual: (1) For each additional Project Manual requested and where such additional copies have already been printed, CONTRACTOR may purchase such at OWNER's reproduction cost plus a handling charge. (2) For each additional Project Manual requested that requires reprinting, CONTRACTOR may purchase such at the entire cost of such reprinting. (3) Partial sets of project manuals will not be provided. b. Half-size Drawings: (1) For each set of half-size Drawings requested and where such copies have already been printed, CONTRACTOR may purchase such at OWNER's reproduction cost plus a handling charge. (2) For each set of half-size Drawings requested that requires reprinting, CONTRACTOR may purchase such at the entire cost of such reprinting. C. Full-size Drawings: (1) For each additional set of full-size Drawings and where such additional copies have already been printed, CONTRACTOR may purchase said additional sets at OWNER's reproduction cost plus a handling charge per set. (2) for each additional set of full-size Drawings requested that requires reprinting, CONTRACTOR may purchase such at OWNER's reproduction cost plus a handling charge. B. Any revised Drawings and Project Manuals will be provided by OWNER to show authorized changes or Extra Work under following conditions: o 1. Project Manual: Furnished at no charge, in same quantity as original4'ssuanca:; 2. Full-size Drawings: CD a. One revised, complete set of full-size Drawings will be issued at n�brgareacaj- size set originally issued and for each full-size set purchased by QWRAGTOR`eRer Notice of Award, up to a maximum of four (4) additional copies. --in oo b. One full-size reproducible setwill be issued to accommodate fifth af4A_ub9equenGL purchased by CONTRACTOR. CONTRACTOR shall use reprodLFPeset* coni) printing for additional Drawings in its possession. %< %? 3. Half-size Drawings: Furnished at OWNER's reproduction cost plus handling charges. SC -4.02, SUBSURFACE AND PHYSICAL CONDITIONS In the preparation of Drawings and Specifications, OWNER or OWNER'S Professional Consultant relied upon the following reports of explorations and tests of subsurface conditions at the Site: DRAWINGS OF PHYSICAL CONDITIONS: 1. As -Built Record Drawings dated March 6'", 1996 for the CITY OF IOWA CITY, IOWA, SLUDGE FORCE MAIN project prepared by the City of Iowa City. 2. As -Built Record Drawings dated March, 1998 for the WASTEWATER TREATMENT AND COLLECTION FACILITY IMPROVEMENTS, CITY OF IOWA CITY, CONTRACT 1, SOUTH RIVER CORRIDOR AND INTERCEPTOR AND RELIEF SEWERS project, prepared by Stanley Consultants. 3. As -Built Record Drawings dated December 31, 2014 for the CITY OF IOWA CITY, IOWA, WASTEWATER TREATMENT FACILITIES CONSOLIDATION PROJECT, prepared by Stanley Consultants. 4. As -Built Record Drawings dated October 5`", 2015 for the IOWA CITY WASTEWATER TREATMENT PLANT RELOCATION PROJECT, NORTH PLANT SALVAGE AND DEMOLITION PHASE, prepared by Viet and/or Strand Associates. REPORTS OF SUBSURFACE PHYSICAL CONDITIONS: 1. Location map and record logs of historical soil borings prepared March, 2-14 by Terracon. 2. Report Dated Oct 6, 1994 titled Phase II Subsurface Exploration. 3. Geotechnical Evaluation Report dated March 8h, 2017 for HR Green, Inc. Proposed Riverfront Crossings Parks, US Highway 6, Iowa City, Iowa, prepared by Braun Intertec. (This report is included in the Contract Documents) REPORTS OF HAZARDOUS ENVIRONMENTAL CONDITIONS: 1. Report dated Oct 26, 2004 tilted Tier 2 Site Cleanup Report. 2. Report dated May 4, 2012 titled Certificate of No Further Action. 3. Report dated Sept. 3, 2013 titled Iowa City North WWTP Environmental Investigations. 4. Report dated Jan 9, 2015 titled Asbestos Abatement and Hazardous Materials Removal Project. 5. Report dated April 8, 2015 titled North Plant Salvage and Demolition Phase, Trickling Filter Mercury Abatement, Iowa City Wastewater Treatment Plant Relocation Project. Copies of these reports and drawings that are not included with Bidding Documents may be examined at office of Iowa City Public Works Department, City Hall, 410 East Washingtpn Street, Iowa City, Iowa during regular business hours or may be obtained from OWNER atMNNER's reproduction cost plus handling charge. These reports and drawings are notf thg�ont Documents, but the "technical data" contained therein upon which CONT ON Rrely F1 identified and established above are incorporated therein by reference. CO4AC�R isym entitled to rely upon other information and data utilized by OWNER and OWt 4%; Pfoessidn—al Consultant in the preparation of Drawings and Specifications. .<r- rrl a m it CJ CT SC -5.01 BONDS AND INSURANCE Delete paragraph 5.01.A. of the General Conditions in its entirety and insert the following in its place: A. CONTRACTOR shall furnish performance and payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until two years after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Contract Documents. SC -5.04 CONTRACTOR's LIABILITY INSURANCE The limits of liability for the insurance required by section 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: 1. Workers' Compensation, and related coverages under paragraphs 5.04.A.1 and A.2 of the General Conditions: a. State: Statutory b. Applicable Federal (e.g., Longshoreman's): Statutory C. Employer's Liability: $1,000,000 2. CONTRACTOR's General Liability under paragraphs 5.04.A.3 through A.6 of the General Conditions which shall include completed operations and product liability coverages: a. General Aggregate $2,000,000 b. Products --Completed Operations Aggregate $2,000,000 c. Personal and Advertising Injury $1,000,000 d. Each Occurrence (Bodily Injury and Property Damage) $1,000,000 e. Property Damage liability insurance will provide Explosion, Collapse and Underground coverages where applicable. I. Excess or Umbrella Liability: General Aggregate Each Occurrence $9,000,000 $9,000,000 3. Automobile Liability under paragraph 5.04.A.6 of the General Conditions: a. Bodily injury and Property Damage: Single Combined Limit 4. OWNER's and CONTRACTOR's Protective 5.04.0 of the General Conditions: General Aggregate Each Occurrence ra 0 J $1,00 �r� YI Liability Insurance pgnwrt te�araT-Jph �� rrn rn $10,P30400� 0 $10,090,000 c�r- The Contractual Liability coverage required by 5.04.B.4 of the General Conditions shall provide coverage for not less than the following amounts: General Aggregate $2,000,000 Each Occurrence (Bodily Injury and Property Damage) $1,000,000 In addition, CONTRACTOR shall be required to comply with the following provisions with respect to insurance coverage: The entire amount of CONTRACTOR's liability insurance policy coverage limits, identified in the policy and in the Certificate of Insurance, must, under the policy, be available to pay damages forwhich the insured CONTRACTOR becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction or set off by virtue of investigation or defense costs incurred by CONTRACTOR's insurer. The entire amount of CONTRACTOR's liability insurance policy coverage limits shall be payable by CONTRACTOR's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, CONTRACTOR unless this requirement is waived by OWNER. CONTRACTOR's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. If CONTRACTOR's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. CONTRACTOR'S General Liability, Auto Liability and Workers' Compensation insurance shall be endorsed with the Governmental Immunities Endorsement (see attached copy) and Waiver of Subrogation in favor of the OWNER. CONTRACTOR'S Workers' Compensation insurance shall also be endorsed with the Alternate Employer endorsement naming the OWNER as the Alternate Employer. The OWNER requires that the CONTRACTOR'S Insurance carrier be A rated or better by A.M. Best. CONTRACTOR shall provide OWNER with "occurrence form" liability insurance coverage. OWNER reserves the right to waive any of the insurance requirements herein provided. OWNER also reserves the right to reject CONTRACTOR's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and seek specific performance or termination, as the case may be. In the event that any of the policies of insurance or insurance coverage identified on CONTRACTOR's Certificate of Insurance are cancelled or modified, or in the event that CONTRACTOR incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses exhaust the aggregate limits of CONTRACTOR's liability insurance, then OWNER may, in its discretion, either suspend CONTRACTOR's operations or activities under this Contract, or terminate this Contract, and withhold payment for Work performed on the Contract. In the event that any of the policies or insurance coverage identified on CONTRACTOR's Certificate of Insurance are cancelled or modified, then OWNER may, in its discretion either suspend CONTIF!WTOR's operations or activities under this Contract or terminate this Contract and withhold paymentMr Work performed on the Contract. n --n Y:74 :Z SC -5.06 PROPERTY INSURANCE C-)-< _ =tc'> °D Delete paragraphs 5.06.A. and 5.06.8. of the General Conditions in their entireqRd jgsert In following in their place: o� s A. OWNER will purchase and maintain property insurance upon the Work.V the $i&e in the amount of the full replacement cost thereof, subject to such deductible amounts provide in the Supplementary Conditions or required by Laws and Regulations. This insurance shall: 4 1. include the interests of OWNER, CONTRACTOR, Subcontractors, OWNER's Professional Consultant, and any other individuals or entities identified the Supplementary Conditions, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an additional insured; 2. be written on a Builders Risk "all-risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss, 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects), 4. include $1,000,000 for materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by OWNER; 5. allow for partial utilization of the Work by OWNER; 6. include testing and startup; and 7. be maintained in effect until final payment is made. B. OWNER will purchase and maintain such boiler and machinery insurance which shall specifically cover such insured objects or additional property insurance as may be required by Laws and Regulations which will include the interests of OWNER, CONTRACTOR, Subcontractors, OWNER's Professional Consultant, and any other individuals or entities identified in Section_ of the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. C. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with section 5.06 will contain a provision or endorsement that the coverage afforded will not be cancelled or materially changed or renewal refused until at least 30 days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions. D. CONTRACTOR shall be responsible for any deductible amounts. E. If CONTRACTOR requests in writing that other special insurance be included in the property insurance policies provided under section 5.06, OWNER shall, if possible, include such insurance, and the cost thereof will be charged to CONTRACTOR by appropriate Change Ord fgor Written Amendment. Prior to commencement of the Work at the Site, OWNER shall ad*ise COt9SRACTOR in writing whether such other insurance has been procured by OWNER. zn –moo SC -6.06.8. CONCERNING SUBCONTRACTORS, SUPPLIERS, AND OTHERS n-< — r -r n Co CONTRACTOR shall list those persons, firms, companies or other pak�" taawhofn• R proposes/intends to enter into a subcontract regarding this Project as required on thq*' FA ancM Agreement. Such identification will not be made public at the bid opening. If no minority l ss`Aterpnses (MBE) are utilized, CONTRACTOR shall furnish documentation of all efforts to recruit�MBE's:-OWNER's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. CONTRACTOR shall submit and acceptable replacement for the rejected Subcontractor, Supplier or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriated Change Order will be issued or Written Amendment signed. No acceptance by OWNER of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of OWNER to reject defective Work. SC -15.10 CONSTRUCTION STAKES Delete section 15.10.A. of the General Conditions in its entirety. SC -15.11 OWNER'S SAFETY PROGRAM A. CONTRACTOR and any Subcontractor or Supplier or other individual or entity performing or furnishing any of the Work at the Site shall complete a Contractor Orientation Program. This program is in response to OSHA regulation 29 CFR 1926 Subpart -C. This program is designed to inform you and your company's staff of hazards present associated with work on sanitary sewer lines or at Wastewater Division treatment facilities. See the attached Contractor Orientation Program document for more information. END OF SUPPLEMENTARY CONDITIONS N O r C n� C� Q11 n <rn m s w Iowa City # 16-97 Confluence No. 15106 SECTION 01100 SUMMARY PART GENERAL 1.01 SECTION INCLUDES A. Project Information. B. Contract Description. C. Commencement of the Work. D. Owner Occupancy. E. Contractor Use of Site and Premises. F. Layout of the Work. G. Work Sequence. H. Permits, Fees and Notices. 1.02 PROJECT INFORMATION Riverfront Crossings Park — Phase I City of Iowa City, Iowa A. Project Name: Riverfront Crossings Park — Phase I Project B. Owner's Name: City of Iowa City 1. Address: 410 E. Washington Street, Iowa City, IA 52245 2. Telephone: 319-356-5010 3. Fax: 319-356-5009 C. The Project consists of: Generally, preparation, site clearing and site improvements for a wetland park located at site at 1001 Clinton Street, Iowa City, Iowa. Scope of work includes earth moving and associated work for the realignment of Ralston Creek, a tributary of the Iowa River, and the creation of an off -channel wetland; construction of hard surface trails; construction of two pedestrian crossings over the creek; seeding; planting; and other related site construction. This project will include add -alternates for construction of vehicular access road; parking lot; and nature play area as indicated in the Plan Documents. 1.03 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on a Stipulated Price as described in Form of Agreement. 1.04 QUALITY ASSURANCE A. Supervision and Superintendent: 1. The Contractor or competent Superintendent must be on the Project when construction activities are taking place. The Superintendent shall supervise, direct, and control the Contractor's operations, personnel, work and the Subcontractor's operations. The Contractor shall give the Owner and Engineer written notification of the name of the Superintendent. The Superintendent shall be employed by the General Contractor and shall be assigned to the project full-time. The Superintendent shall be incidental to mobilization. A copy of the Drawings and Specifications shall be available on the project site at all times. 2. Contractor shall maintain a qualified and responsible person available. 24 hon s per day, seven days per week to respond to emergencies which may occur ai�looum. Contractor shall provide to Engineer the phone number and/or pagin,�g4vicj&f this individual. n.< _ 3. Incompetent or incorrigible employees shall be dismissed from Work oriActor Ir its representative when requested by Engineer, and such persons shal gaja.be M permitted to return to Work without written consent of Engineer. E: _ 1.05 COMMENCEMENT OF THE WORK Zr- A. The Contractor shall not commence Work nor allow Subcontractors or Sub-subcoFwactors to commence Work until: SUMMARY 01100-1 Iowa City # 16-97 Riverfront Crossings Park — Phase I Confluence No. 15106 City of Iowa City, Iowa 1. The Agreement has been fully executed. 2. The Owner has approved the Contractor's Performance and Maintenance and Payment Bonds. 3. The Owner has approved evidence of the Contractor's Liability Insurance and other insurance required to be purchased by the Contractor. 4. The Engineer, on behalf of the Owner, has issued a Notice to Proceed. 1.06 OWNER OCCUPANCY A. The Owner shall have the right to take possession of and use any completed or partially completed portions of the Work, notwithstanding the time for completing the entire work or such portions as may not have expired; but such taking, possession and use shall not be deemed an acceptance of any Work not completed in accordance with the Contract Documents. 1. If such prior use increases the cost of, or delays the Work, the Contractor shall be entitled to such extra compensation or extension of time, or both, as the Engineer may determine. B. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction period. 1. Treatment plant must be maintained in operation throughout the entire construction period, with planned and scheduled shutdowns for connections, cut -ins, changeovers, etc. C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. D. Schedule the Work to accommodate Owner occupancy and operations. E. Continuity of treatment system operation. 1. Conduct work in a manner that avoids interruption of effective treatment system operation. 2. Prevent the bypass of untreated wastewaters to surface water or drainage ways. Accidental bypasses caused by Contractor's work activity will entitle Owner to: a. Employ others to stop bypassing without giving notice to Contractor. b. Recover from the Contractor all costs incurred by the Owner as a result of the bypass, including labor, materials, services, legal fees, regulatory penalties, and other related expenses. 3. Submit with the Construction Schedule a detailed outage plan and schedule for each system component. Indicate how effective wastewater system operation will be maintained. 1.07 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to areas noted on Drawings. B. Limit use of site and premises to allow: 1. Work by Others. 2. Work by Owner. 3- Use of site and premises by the public. C. All City properties are tobacco free, and policy will be enforced. D. Provide access to and from site as required by law and by Owner. E. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 1.08 LAYOUT OF THE WORK A. The Owner shall provide information to the Contractor regarding bench marks for toproject. The Contractor shall be responsible for all detailed construction staking.CD 1.09 WORK SEQUENCE v A. Construct Work in stages to accommodate Owner's occupancy and operat req_uuiirem fE= during the construction period. Coordinate construction schedule and ope At&ps madh Over. B. All portions of work under the proposed Contract Documents shall be comp*F4 arg6readM operation on or before the date set forth in the Notice of Hearing and Lettirrb � ro Aions tD liquidated damages are set forth in the Agreement. D w J SUMMARY 01100-2 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa C. The Contractor shall schedule Work so that interruption of existing utilities, including but not limited to: electric, telephone, communication, cable, gas, water, and sewer service will be at a minimum. When it is necessary to interrupt services, the Contractor shall notify the Owner's representative, Engineer, and appropriate utility companies twenty-four (24) hours in advance of the interruption. D. Plan the construction work and carry out with a minimum of interference with the operation of the existing facilities. Prior to starting the construction, confer with the Engineer and Owner's representative and develop a detailed, approved construction schedule which will permit the facilities to function as normally as practical during the construction period. It will be necessary to do certain parts of the construction work outside normal working hours and on Sundays in order to avoid undesirable conditions, and it shall be the obligation of the Contractor to do this work at such times at no additional cost to the Owner. Do not make connections between existing piping and new piping until necessary inspection and tests have been completed on the new work and it is found to conform in all respects to the requirements of the drawings and specifications. E. Special notes detailing critical portions of the work involving removal, replacement, tie-in, changeover, etc. have been included in the drawings and the Work Sequence of this Section. These notes describe the work, timing, scheduling, and coordination with the Owner and Engineer necessary to complete the work. The detailed construction schedule shall be developed by the Contractor with consideration of these details and the overall progress of the work. The Engineer and Owner shall have full authority to review this schedule in order to protect the operation of the existing facilities during construction. 1.10 PERMITS, FEES AND NOTICES A. The Contractor shall secure and pay for all permits and governmental fees, licenses and inspections for the proper execution and completion of the Work which are customarily secured after execution of the Contract and which were legally required at the time bids were received. City building permits and inspections are required, but the permit fees will be exempted. 1.11 SAFETY AND PROTECTION A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. All persons on the Site or who may be affected by the Work; 2. All the work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. Other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. N C. All damage, injury, or loss to any property caused, directly or indirectly, in whple orlEpart, by Contractor, any Subcontractor, Supplier, or any other individual or entity di r$ or W ireclJ employed by any of them to perform any of the Work, or anyone for whose anyX them may be liable, shall be remedied by Contractor (except damage or loss attr le Lathe t of Drawings or Specifications or to the acts or omissions of Owner or Engirtgegr a*9one employed by any of them, or anyone for whose acts any of them maybe li ndwt M attributable, directly or indirectly, in whole or in part, to the fault or negligen�y Cowacto any Subcontractor, Supplier, or other individual or entity directly or indirectlEeWiployed by of them). — SUMMARY 01100-3 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa D. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION SUMMARY 01100-4 N d � w SUMMARY 01100-4 Iowa City # 16-97 Confluence No. 15106 SECTION 01230 ALTERNATES PART GENERAL 1.01 DESCRIPTION Riverfront Crossings Park — Phase I City of Iowa City, Iowa See the project plans and bid form for specific elements of each Bid Alternate, the summary descriptions below are for general information only. Bid Alternate #1 includes an additional section of trail along the west side of the project area ("Trail Alignment G"). See plan sheets W1-3. Bid Alternate #2 includes the addition of a public access driveway, circle drive, parking lot, additional segment of trail (Alignment H), street lighting, and landscaping. See plan sheets W10-19. Bid Alternate #3 includes an additional trail spur (Alignment I), and an additional pedestrian bridge at the "First Street" alignment. See plan sheets W20-22. Bid Alternate #4 includes park amenities, particularly in the "Nature Play Area" along the west bank of Ralston Creek between the two pedestrian bridge locations. See plan sheets W30-36. 1.02 ACCEPTANCE OF ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Owner -Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION N O J ;> - r —i C7 co Q W _ ALTERNATES 01230-1 Iowa City # 16-97 Riverfront Crossings Park – Phase I Confluence No. 15106 City of Iowa City, Iowa SECTION 01 5000 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities. 2. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water control. 3. Construction Facilities: Access roads, parking, progress cleaning, project signage, and temporary buildings. 1.02 TEMPORARY ELECTRICITY A. See Section 2520 of the "I DOT Standard Specifications". 1.03 TEMPORARY HEAT A. See Section 2520 of the "IDOT Standard Specifications". 1.04 TELEPHONE SERVICE A. See Section 2520 of the "IDOT Standard Specifications". 1.05 TEMPORARY WATER SERVICE A. Make suitable arrangements for temporary water service at Contractor's expense if water is needed for construction or testing. 1.06 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. 1.07 WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Contractor may need to provide dewatering operations which shall be at the Contractors expense. B. Protect site from puddling or running water. Contractor may need to provide erosion controls. 1.08 PROTECTION OF INSTALLED WORK N A. Protect installed Work and provide special protection where specified in Adtdual spffcification Sections. 1.09 ACCESS ROADS— =1 L7 C r A. Construct and maintain temporary roads accessing public thoroughfares to ser st= ion:q SW B. Extend and relocate as Work progress requires. Provide detours necessary f ' nn m*ed IQ flow. J CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01 5000-1 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa C. Provide and maintain access to fire hydrants, free of obstructions. D. Provide means of removing mud from vehicle wheels before entering streets. 1.10 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. If materials are tracked onto the roadway, it shall be broom cleaned to the satisfaction of the Engineer prior to ending work for the day of notification. PART 2 PRODUCTS Not applicable PART 3 EXECUTION Not applicable END OF SECTION CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01 5000-2 N O %-4 m rn o D � CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01 5000-2 Iowa City # 16-97 Confluence No. 15106 SECTION 02003 VIBRATION MONITORING GENERAL PROVISIONS Riverfront Crossings Park — Phase I City of Iowa City, Iowa This specification is intended to establish controls for sheet pile and H pile installation in the interest of protection of nearby structures, property, and underground utilities that remain in place. All of the contractor's responsibilities apply equally to any subcontractor involved in sheet pile installation activities. Sheet pile and H pile installation shall be allowed only during specific periods of time, as determined by the engineer, according to locally applicable codes and necessary operational restrictions. The following provisions do not relieve the Contractor of any responsibility for damage caused by his operations, nor do they relieve the Contractor from compliance with all applicable federal, state, county and city codes. In the event that a conflict occurs between this specification and other codes, it shall be resolved by the Engineer. DUTIES AND RESPONSIBILITIES Contractor — The Contractor shall engage the services of a Vibration Monitoring Engineer to install, monitor and report the vibration monitoring system data. The Contractor shall provide the Owner and Engineer with a schedule of sheet pile and H pile installation, such that the Vibration Monitoring Engineer has at least 2 weeks' notice to prepare and install the appropriate vibration monitoring equipment at the locations designated by the Engineer. The Contractor shall cooperate with the Owner, Engineer and Vibration Monitoring Engineer in the excavation and installation of the vibration monitoring system at each of the locations designated by the Engineer. The Contractor is responsible for safety. The Contractor will expose (providing shoring as needed) to buried utilities or structures to be protected and provide access for the Vibration Monitoring Engineer to attach the monitoring equipment. The Contractor shall also designate an on-site representative with the authority to direct the work, through whom the vibration monitoring results will be transmitted. Vibration Monitoring Engineer — The Vibration Monitoring Engineer shall design, install, monitor and report the vibration monitoring results to the Owner, Engineer and Contractor. Results of vibration monitoring that exceed the reporting threshold limits shall be immediately reported to the Contractor's designated representative at the time of occurrence and to the Engineer daily. Engineer — The Engineer shall be responsible for selecting the locations for vibration monitoring at adjacent structures and underground utilities. In the event that a conflict occurs in the interpretation of this specification, it shall be resolved by the Engineer. N LOCATIONS (STRUCUTRES AND UTILITIES) TO BE MONITORED _ za A. Sheet pile near the existing City utilities including sanitary sewer and storm :p4"rs.. 1) Provide monitoring point within 50 ft. of where the sanitary sewer is n@qpAbe propos sheet pile wall on the north side of the proposed wall. Monitoring shaA�progMed during sheet pile installation.<r- 3,, M s B. Sheet pile near buildings. ox �0 1) Provide a minimum of two monitoring points at each of the commerciAuildirip located within 500 ft. of the proposed sheet pile retaining wall. This includes a bank of -the south side of US 6 and two structures north of US 6. The monitoring points shall be located at the corners of the structures located closest to the proposed wall, unless otherwise direct by the Engineer. VIBRATION MONITORING 02003-1 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park – Phase I City of Iowa City, Iowa C. H piles near existing City utilities. 1) Provide monitoring point within 50 ft. of where the sanitary interceptor sewer is near the proposed H piles to be driven for the pedestrian bridge. D. H piles near buildings, 1) Provide monitoring point at each of the commercial buildings located within 500 ft. of the proposed H piles to be driven for the pedestrian bridge. The monitoring points shall be located at the corners of the structures located closest to the proposed bridge. GROUND VIBRATION CONTROLS Controls The Contractor is advised that the ground vibration control limits defined herein may restrict his construction practices, and that he should consider these limitations in preparing his bid. If the Contractor's operations cause vibrations that exceed 80% of the ground vibration limits as given below, for any construction activity, Contractor shall cease that activity. The Contractor and Vibration Monitoring Engineer shall each submit a report to the Engineer. The reports shall include the vibration monitoring data and a proposal from the Contractor for corrective action necessary to ensure that the specified limit is not exceeded for future activities. The Engineer's permission must be obtained prior to the continuation, or beginning of any future vibration producing construction activities. If the Contractor's operations cause vibrations that exceed 100% of the ground vibration limit for any construction activity, the Vibration Monitoring Engineer shall immediately notify the Contractor and Engineer and all activities related to those causing the vibration shall be immediately stopped. The Contractor shall submit to the Engineer a report giving the construction parameter data and include the proposed corrective action for future construction events. In order to proceed with any further vibration producing activities, written permission must be obtained from the Engineer. The engineer reserves the right to adjust the values designated in the following table, if, in his opinion, the sheet pile installation procedures being used are damaging the adjacent structures or utilities. Sheet pile installation shall be controlled by limiting the ground particle velocity. Peak particle velocity shall be the measure of the level of vibration, and it shall be measured with the instrumentation and methods described in this specification. Peak particle velocity shall satisfy the following controls and be conducted any time vibration producing activities are within the specified distance limits to critical structures LIMITING PARTICLE VELOCITY w VIBRATION MONITORING 02003-2 Distance to Begin Monitoring Structure and Condition (Sheet Pile Installation to Limiting Particle Velocity Structure) (in/sec) feet Residential Structures and 500 0.5 Commercial Buildings o Industrial Buildings 100 2. �+ Underground Gas/Petroleum 100 2.Q Pipelines Underground Utilities in GoodCO — - Condition, As Identified by the 50 41➢ r En ineer w VIBRATION MONITORING 02003-2 Iowa City # 16-97 Riverfront Crossings Park — Phase I Confluence No. 15106 City of Iowa City, Iowa Definitions The following definitions shall apply to the vibration controls: Peak particle displacement - the peak particle displacement is the maximum movement induced by the vibration. The displacement amplitudes are in units of mils (0.001 inch) zero to peak amplitude. The peak particle velocity (PPV) is the maximum rate of change of position with respect to time, measured on the ground. The velocity amplitudes are given in units of inches per second (in/sec), zero to peak amplitude. The frequency of vibration is the number of oscillations that occur in 1 second. The frequency units given are in hertz (cycles per second). The Vibration Monitoring Engineer shall furnish, maintain and operate vibration monitors during any vibration producing activities that could, in the judgment of the Engineer, produce measurable ground vibrations. In the event that the Contractor chooses to have concurrent vibration producing activities at more than one location on the construction site, he shall notify the Engineer in writing at least two weeks prior to the commencement of such activities. The Engineer may require additional vibration monitoring instruments at each location depending on site parameters. No vibration producing activities within the distance limits shown in the table of Limiting Particle Velocity may be started until the appropriate instrumentation is installed. All vibration instruments shall be powered with batteries, and the Vibration Monitoring Engineer shall supply extension geophone and microphone cables so that the instruments can be placed within structures if outside temperatures drop below 32 degrees Fahrenheit. All vibration instruments shall be supplied with current calibration documents and shall be recalibrated on approximately a six- month use interval. At a minimum, instrument specific calibration curves of peak particle velocity input to peak particle velocity output shall be provided over the specified frequency ranges at both 0.5 and 1.0 ips for each instrument. When the measurement surface consists of rock, steel (or other metal), asphalt, or concrete, the transducers shall be bolted to the measurement surface or bonded with high strength adhesive. On other surfaces the mass of the seismograph and/or transducer package may be sufficient for good coupling. The Vibration Monitoring Engineer shall designate an individual in his organization or under contract to him, who will be responsible for instrument coordination. The Vibration Monitoring Engineer will be responsible for placing the instruments at measuring locations designated by the Engineer, and reading and recording the pertinent vibration event data. The Vibration Monitoring Engine4dvill report the data to the Engineer daily. o The vibration monitor shall be an Instantel Blastemate II, or equivalent. This A148msm shaLL�he capable of measuring, recording and producing a hard copy of the frequencyang ppart* velocity in three mutually perpendicular axes. ("Vector sum" instruments are not aCCable . rn a The Vibration Monitoring Engineer shall maintain a log of all vibration-producing5.1vitie=at v ground vibrations were measured. The log shall include the maximum peak part�y�e veld y and its associated frequency, type and location of the vibration producing event, location of thetophones and closest distance from the vibration -producing event to the geophone(s). When vibration - VIBRATION MONITORING 02003-3 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase City of Iowa City, Iowa producing activities are in progress, the Vibration Monitoring Engineer shall submit daily reports to the Engineer which include all the vibration log data from that day. These reports shall be submitted daily, and no further vibration producing activity will be allowed until such reports are received by the Engineer. AIR OVERPRESSURE Air overpressure as covered herein, is defined as airborne pressure waves, resulting from sheet pile installation operations. Noise is the high -frequency audible portion of air overpressure. The Contractor shall be fully aware of the two different kinds of air pressure waves and of their possible adverse effects: 1) Low -Frequency Waves -These waves are inaudible but have the potential to crack buildings and break windows because they induce vibration in structures. 2) High -Frequency Waves -These waves are referred to as noise and cause community annoyance. This specification does not establish acceptable noise levels and does not relieve the contractor from obeying all OSHA and community noise standards. The contractor shall take the necessary time and effort to understand and conform to the existing noise ordinances in the community where the construction site is located. The contractor shall be informed of the noise radiation characteristics of his equipment (like impact pile drivers). This shall imply periodic measurements, despite the equipment manufacturer's noise specifications. END OF SECTION VIBRATION MONITORING 02003-4 0 y� _4 rn ry + VIBRATION MONITORING 02003-4 Iowa City # 16-97 Confluence No. 15106 SECTION 02375 Riverfront Crossings Park - Phase I City of Iowa City, Iowa FABRIC ENCAPSULATED SOIL LIFTS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. B. Comply with SUDAS Division 1 - General Provisions and Covenants. 1.02 SUMMARY A. This Section includes and describes work for fabric encapsulated soil lifts, as shown on the plans, as directed by the Engineer and as described herein. This Section includes the requirements for materials to be furnished, construction guidance for installation and final stabilization. 1.03 DEFINITIONS A. Fabric Encapsulated Soil Lifts (FESL): Streambank stabilization practice consisting of compartmentalized layers of fabric and soil material wrapped together into which live stakes and seed can be placed. B. Non -woven coir fabric: Refers to the inner erosion control fabric of FESLs. The non -woven coir fabric used to prevent soil loss through flow erosion, rainfall erosion and piping. C. Woven coir fabric: Refers to the outer structural fabric of FESLs. This material is a netlike woven coir fabric and serves as a structural component to fabric encapsulation. D. Wood stakes: Wooden segments specifically made in a wedge shape to secure fabric and FESLs. E. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. F. Existing Fill: Material previously placed by man and not natural forces. G. Native Soils: Non -fill material that was placed by natural forces such as sedimentation, glaciation or air deposition with a minimum bearing capacity of 2,000 pounds per square foot. 1.04 0 Organic Matter: A product of peat moss, compost or locally available organic wastq, organic matter should be free from debris, weed seeds, and insects or diseases which maybe harmful to the intended planting. O a 0 -n A-4 SUBMITTALS c) -C — �-- �n CO Contractor shall submit physical samples and manufacturer specification sly49to we M Owner or Owner's representative prior to installation for the following materigm = Q �x a. Non -woven coir fabric _' w b. Woven coir fabric c. Wooden stakes FABRIC ENCAPSULATED SOIL LIFTS 02375-1 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park - Phase I City of Iowa City, Iowa B. Comply with SUDAS Division 1 - General Provisions and Covenants. 1.05 QUALITY ASSURANCE A. Comply with SUDAS Division 1 - General Provisions and Covenants. 1.06 PROJECT CONDITIONS A. Construction of FESLs shall take place under time windows specified in the contract documents, during low river flow rates, of artificial means of flow re -direction (block -and - pump, flow diversion with earthen berm, jersey barrier, etc.). 1.07 SPECIAL REQUIREMENTS A. None. 1.08 MEASUREMENT AND PAYMENT A. Fabric Encapsulated Soil Lifts: a. Measurement: FESLs will be measured in linear feet along the lift face (i.e. if FESL requires two lifts, take total length of treatment and multiply by two (2)) of the FESL. b. Payment: Payment will be made at the unit price for FESLs. c. Includes: Unit price includes, but is not limited to, installation of fabrics, wood stakes, placement and reasonable compaction of fill (native soil, topsoil and macadam stone), placement of native seeding, plugs and plants and temporary construction forms to construct FESLs in accordance with the contract documents (all materials are paid under separate items). B. Other a. Many components required for the construction and stabilization of FESLs are measured and paid for under separate bid items. These items include Coir Fabrics, Macadam stone, all Excavation, Strip Salvage and Re -spreading topsoil, and all applicable seeding, plugs and live stakes are measured and paid for under separate bid items. Please refer to those bid items and SUDAS for information regarding measurement and payment of those items. PART 2 - PRODUCTS 2.01 COIR FABRIC (GENERAL) A. Non -woven coir fabric: r N O The non -woven fabric shall be North American Green (NAG) style $150B"% 00% biodegradable materials or approved equal. Fabric with plastic nettir4all b M rejected. Fabric shall be delivered as (minimum) roll widths specifieltw.Tabric— shall meet or exceed the following criteria: < c-� <r- �. n Parameter Procedure/Test Criterion Weight ASTM D3776 10.7 oz/yd Roll Width Measured 5 ft. Roll Length Measured Min. 100 ft. r0 = gx w is - FABRIC ENCAPSULATED SOIL LIFTS 02375-2 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park - Phase I City of Iowa City, Iowa b. Fabric shall be in good condition and be free of rot, weak spots and/or mold. B. Woven coir fabric: a. The woven fabric shall be North American Green (NAG) style C7006N, or Belton Industries GEOCOIR 700, 100% biodegradable, 700 weight coconut fiber, continuously woven mat (i.e. without seams) or approved equal. Fabric shall be delivered as (minimum roll widths specified below. Fabric shall meet or exceed the following criteria: Parameter Procedurerrest Criterion Thickness ASTM D1777 0.30 inches Tensile Strength ASTM D3776 100lb/in x 70lb/in Weight ASTM D3776 20 oz/yd Open Area Measured 50% Max. Role Width Measured 12 ft. (top lift); 9 ft. lifts below top lift Role Length Measured 80 ft. b. Fabric shall be in good condition and be free of rot, weak spots and/or mold. C. Fabric a. Each roll of fabric shall be packaged individually in a suitable sheet, wrapper, or container to protect the fabric from damage to ultraviolet light, moisture, and mud during normal storage and handling. b. Each roll of fabric shall be identified with a tag or label securely affixed to the outside of the roll on one end. The label shall include the manufacturer or supplier, the style number, and the roll and lot numbers. c. Store all fabrics elevated off the ground and ensure that they are adequately covered to protect the material from damage. Protect coir fabrics from sharp objects which may damage the fabric. d. Fabrics damaged during transport, storage or placement shall be replaced at the Contractors expense. e. The Owner or Owner's representative may randomly select and obtain samples from rolls of fabric after arrival on the site and prior to installation to compare to previously submitted samples. 2.02 WOOD STAKES A. Wood stakes shall be used to anchor all coir fabrics associated with the FESLs and surface fabric stabilization. o_ a. Stakes shall be untreated wooden stakes (sod pegs), solid and fr*IEg!kn8$ or defects. S'-+.-.� n—< — ;:0r �� co b. .Chemically treated lumber will be rejected. m _ r+n c. Stakes shall be 18" in length, and shall be wedge shaped with mioPAffi e&ival rW diameter equal to 1.5" at the top and should come to a point at th ottorro w ..a FABRIC ENCAPSULATED SOIL LIFTS 02375-3 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa d. Stakes should be constructed by cutting standard grade lumber (2" x 4") lengthwise along the diagonal to create wedge shaped stakes, or by some other method resulting in a stake of dimensions approved by the Owner or Owner's representative. e. Stakes shall be installed at densities as shown in the Plans. f. Do not cut fabric to install. Drive stake through fabric. 2.03 SOIL MIXTURE A. General Requirements a. Place only a consistent and thoroughly and evenly mixed soil material. b. All placed material shall be free of trash, construction debris and other non -desirable materials. Lifts installed with trash, construction debris or other non -desirable material shall be replaced at the Contractor's expense. B. Placement Locations a. Bottom lift i. Material to be placed in bottom lift shall be macadam stone and native fill material in a 50:50 by volume ratio. Material shall be thoroughly and evenly mixed to create a homogenous soil — rock mixture. b. Second, Third and all subsequent lifts Material to be placed in all other lifts (not bottom lift) shall be 100% by volume native topsoil (on-site or off-site), free of clods and rocks. Topsoil shall comply with topsoil requirements outlined in this Section. C. Topsoil Requirements a. Topsoil will be pliable loam, typical of cultivated topsoils of the locality. Secure from on-site, or naturally well drained areas. Use satisfactory soil materials with high organic matter content capable of sustaining seed and tree growth. Stockpiled topsoil shall be free of admixture subsoil, reasonably free from clay lumps, stone or other debris greater than 1 -inch (1") in diameter. Topsoil to have pH value between 5.4 (minimum) and 7.0 (maximum). D. Native Fill a. Material maybe comprised of any on-site available earthen soil material, subject to the constraints outlined in this Section. 0 E. Macadam Stone 0 a --n —o z� a. Material must comply with requirements outlined in this Section aFA* cn tract documents that define Macadam stone for this project. ==n co 1 <m m M 0 PART 3 —EXECUTION 3.01 GENERAL REQUIREMENTS FABRIC ENCAPSULATED SOIL LIFTS 02375-4 Iowa City # 16-97 Confluence No. 15106 A. Construction Requirements Riverfront Crossings Park — Phase I City of Iowa City, Iowa a. The number of lifts shall be the same along the entire project reach. Lifts shall be 1 to 2 feet in height so that the top elevation along the entire project reach per the Plans is met. The elevation of lifts to be installed shall be in accordance to the plans. b. Care shall be taken to maintain integrity of fabric material, minimize seams, and minimize vertical faces not conducive to plant generation. c. Disturbed banks within each river cut should be limited to the length of work that can be completed within a single day to minimize the area exposed to potential flooding. d. Construction shall be overseen by Owner or Owners representative. e. Construction shall only occur during times of low flow to eliminate any need for dewatering. f. Perform all shaping of the subgrade to the elevations, lines and grades, as shown in the contract documents. Shape, trim, and finish slopes of channels to conform with the subgrade lines, grades, and cross sections as shown in the contract documents. The subgrade shall be graded to a smooth condition free from depressions and protruding rocks, sticks, and other debris which may prevent a smooth application or that may damage the fabric. g. Care shall be taken to remove all objects that would interfere with application or damage the coir fabrics. h. Lifts are intended to curve as shown in the plans to maintain a more naturalized bank appearance. Degree of curvature may be adjusted in the field by the Engineer or Owner's representative to match limits suitable to maintain the integrity of the FESL Rigid forms, if used, may need modification to achieve various curvatures. Place forms along the bank in locations to achieve the lines and grades shown on the Plans. 3.02 SUBGRADE PREPARATION A. Grading Requirements a. Perform all shaping of the subgrade to the elevations, lines and grades, as shown in the Project Plans. Shape, trim, and finish slopes of channels to conform to the sub grade lines, grades, and cross sections as shown b. The finished subgrade shall be approved by the Owner or Owners representative prior to placement of any new material. 0 c. Do not carry the excavation for the subgrade deeper than the ele%Oion 0stMtvn i� contract documents. D- d. The Contractor shall bear all costs for correcting over excavated a oo �r- e. The Contractor shall minimize the duration of channel disturbancej. 4eginiti grading and final stabilization with FESLs. ;X �n m ca FABRIC ENCAPSULATED SOIL LIFTS 02375-5 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa 3.03 CONSTRUCTION OF STANDARD FABRIC ENCAPUSLATED SOIL LIFT A. Construction steps a. Roll woven (outer) coir fabric along the stream bank and place fabric against the subgrade and (vertical) wall face with embedment lengths of 3 feet. b. Roll non -woven (inner) coir fabric along the stream bank and place on top of the coir fabric (woven) to achieve the embedment of 1 foot. c. Remove all wrinkles in fabric and insure that fabrics rest tightly against the sub grade and form with the proper embedment lengths. Allow excess coir fabric to drape over the form toward the stream channel. d. Place the native fill/topsoil mix to a compacted soil depth of 12 inches. The bottom lift shall be comprised of native fill and macadam stone (50:50 volume basis), and the second lift shall be comprised of 100% topsoil. Soils shall be compacted to at least 90 percent of the maximum dry density as determined by the Modified Proctor compaction test (ASTM D 1557) and with moisture contents within -2 to +4 percent of optimum. The contractor shall conduct one density test per 50 lineal feet of channel per foot of backfill. Density tests will not be paid for separately. Other materials including gravel and cobbles to be used in the lifts shall be installed as indicated on the Project Plans. e. Apply seed mix to the prepared grade and face of the lift (under coir fabric) according to the Project Plans. f. Pull coir fabrics that are draped over the form back over seeded soil. Pull coir fabrics tight and stake according to the Specifications and Plans. A pull bar, chain, and bucket is often helpful in achieving proper tightness. Use a bucket "mock down" and minimize vertical face of lifts as shown in the Plans. g. Dig a toe trench as shown on the Plans and place end of fabric inside, do not bury. Repeat above, to achieve the lines and grade shown on the Plans. h. Install FES lift plantings without significant cutting of the fabric. Cuts shall be a single slit no longer than 12" and parallel to the streambank and sealed with sewing using woven strand material. i. Check fabrics for damage and tightness. Tightness is checked by an inability to pull any part of the fabric more than 1" above the soil surface. Damaged coir fabric shall be repaired or replaced. If damaged coir fabric has a tear of 12 inches or less, scrap fabric may be placed beneath damaged woven coir fabric such that it extlgds 24 inches beyond the damaged area in all directions. Stake around t tear Zah 4 wooden stakes on 12 -inch centers. Coir fabrics with tears greater_ tty 12Vchern shall be replaced at the contractors expense. A j. Install FES lift plantings without significant cutting of the fabric. CeFsq�hale a �e slit no longer than 6" and parallel to the streambank and sealed wtf( pqwiGg usir woven strand material. ; Q k. Remove forms, if used. Note, forms can be removed by hand, or ped witO bar if necessary. Contractor shall not use motorized equipment to remove forms. FABRIC ENCAPSULATED SOIL LIFTS 02375-6 Iowa City # 16-97 Confluence No. 15106 3.04 CONSTRUCTION OF TRANSITION SLOPES A. Construction steps Riverfront Crossings Park — Phase I City of Iowa City, Iowa a. Roll fabric along the streambank and place end in toe trench containing fabric as shown in plans. Bury fabric in toe trench. b. Remove all wrinkles in fabric and insure that fabrics rest tightly against the sub grade and form face with the proper embedment lengths. Allow excess fabric to drape toward the river channel. c. Remove all wrinkles in fabric and insure that fabrics rest tightly against the sub grade and form face with the proper embedment lengths. Allow excess fabric to drape toward the river channel. d. Apply seed mix according to the Plans. e. Pull fabrics that are draped over the form back over seeded soil. Pull fabric tight and stake according to the Specifications and Plans. f. Repeat above, to achieve the lines and grade shown on the Plans. g. Construction requirements identified in previous section apply to this section as well. END OF SECTION FABRIC ENCAPSULATED SOIL LIFTS 02375-7 N CJ J �M 3 rn —� 3 Q T' W FABRIC ENCAPSULATED SOIL LIFTS 02375-7 Iowa City # 16-97 Confluence No. 15106 SECTION 02457 STEEL SHEET PILES PART GENERAL 1.01 SECTION INCLUDES Riverfront Crossings Park - Phase I City of Iowa City, Iowa A. This section covers all members to be used in the construction of steel sheet pile. This specification also covers the installation of steel sheet piling and trimming of the sheet pile to the lines and grades shown on the drawings or as required. Only push-pull installation methods and/or vibratory (without use of impact hammer) installation methods will be permitted to facilitate installation of sheet pile to the designated elevations with the intent to minimize noise and disturbance of adjacent properties and structures. 1.02 MEASUREMENT AND PAYMENT PROCEDURES A. Steel Sheet Pile 1. Measurement: Measurement will be based on sheet pile sections and installed lengths along centerline of the wall based on meeting the required embedment depth and the final cut off elevations as specified in the contract documents, for quantity of each type of sheet piling placed, 2. Payment: Payment will be based on the pile sections and installed length based on final cut off elevation, as specified. 3. Includes: Unit price includes, but is not limited to, excavation, installation, weld studs, connections, field quality controls, excess sheet pile cut offs, field splicing, and preparation of subgrade. 1.03 REFERENCE STANDARDS A. ASTM A 6/A 6M - Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling. B. ASTM A 328/A 328M - Standard Specification for Steel Sheet Piling. C. ASTM A 572/A 572M - Standard Specification for High -Strength Low -Alloy Columbium -Vanadium Structural Steel. D. ASTM A 690/A 690M - Standard Specification for High -Strength Low -Alloy Nickel, Copper, Phosphorus Steel H -Piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments E. AWS D1.1/D1.1 M -Structural Welding Code -Steel; American Welding Society. 1.04 SUBMITTALS A. Comply with SUDAS Division 1 - General Provisions and Covenants. B. Shop Drawings: Submit drawings for approval of steel sheet piles prior to start of the work or ordering materials. Include details of top protection, special reinforcing tips, lagging, splices, fabricated additions to plain piles, push -in method, vibration method, and cut-off method. C. Detail Drawings o 1. Detail drawings for sheet piling including fabricated sections shall sho mplem piling dimensions and details, push -in sequence, vibration sequence and to pry of tall piling. Detail drawings shall include details and dimensions of template�+ai><i oar temporary guide structures for installing piling. Detail drawings shall p O0id6 details of method of handling piling to prevent permanent deflection, distortion ord��agZo pili interlocks. Details drawings shall show the use and location of any spe�ifIly�squir corner piles required to install the sheet pile as positioned on the cons�gVn dFawinIS-1 STEEL SHEET PILES 02457-1 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa D. Pile Installation Equipment 1. Submit descriptions of pile push -in equipment and/or vibration equipment to be employed in the work. Descriptive information includes manufacturer's name, model numbers, capacity, rated energy, hammer details, cushion material, helmet, templates, and jetting equipment. E. Statement of Qualifications 1. Submit statement of qualifications meeting the experience requirements of these specifications. F. Method of Pulling, Re -pushing and Re -vibrating 1. A statement of method of pulling, re -pushing and re -vibrating sheet piling shall be submitted for review prior to pulling, re -pushing or re -vibrating any sheet. G. Materials Test Certification 1. Certified materials tests reports showing that sheet piling and appurtenant metal materials meet the specified requirements shall be submitted for each shipment and identified with specific lots prior to installing materials. Material test reports shall meet the requirements of ASTM A 6/A 6M. H. Push -Pull Method 1. A complete and accurate record of pile push-pull operations shall be furnished. Records of the sheet piling push -in operations shall be submitted after installation is completed. These records shall provide a system of identification which shows the disposition of reviewed piling in the work, push -in equipment performance data, piling penetration rate data, piling dimensions and top and bottom elevations of installed piling. Any unusual conditions encountered during pile installation shall be recorded and immediately reported. Vibration Methods 1. A complete and accurate record of pile vibrations method operations shall be furnished. Records of the sheet piling vibrations operations shall be submitted after installation is completed. These records shall provide a system of identification which shows the disposition of reviewed piling in the work, equipment performance data, piling penetration rate data, piling dimensions and top and bottom elevations of installed piling. Any unusual conditions encountered during pile installation shall be recorded and immediately reported. Project Record Documents: Accurately record the following: 1. Sizes, lengths, and locations of piles. 2. Sequence of push -in and vibration installations. 3. Identify piles requiring push -in, vibration, drilling, and hole diameters. 4. Final base and top elevations. 5. Installation force and resulting load capacity (kips) of each installed pile segment. 1.05 DELIVERY, STORAGE, AND HANDLING A. Handle piling using handling holes or lifting devices. c B. Support on level blocks or racks spaced not more than 10 feet (3 m) apart ®ad not more than 2 feet (0.60 m) from the ends. Provide supports between multiple lifts in a veplA. C. The materials delivered to the site shall be new and undamaged and shall M-Acoanie certified test reports. The manufacturer's logo and mill identification mark 9_Wbe Xvideton the sheet piling. Sheet piling shall be stored and handled in the manner res errded byFM manufacturer to prevent damage to protective coatings, permanent deflectE5ij�istAon oo damage to the interlocks. �.o w STEEL SHEET PILES 02457-2 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa D. Storage of sheet piling should also facilitate required inspection activities. Use nylon slings or protected wire rope slings during handling. Provide driving guides with rollers to prevent damage and removal of coatings during driving. PART PRODUCTS 2.01 STEEL SHEET PILES A. Interlocking: Free -sliding interlocks, allowing a swing angle of at least 5 degrees (0.09 rad) when threaded and maintaining continuous interlocking when installed. B. Metal sheet piling shall be hot -rolled sections as specified on the project plans or Engineer approved equivalent. Sheet piling, including special fabricated sections, shall be full-length sections of the dimensions shown. Angle point joints shall be provided by utilizing shop bent piles or standard rolled corners fabricated to allow the horizontal alignment angle indicated on the plans. Fabricated sections shall conform to the requirements herein and the piling manufacturer's recommendations for fabricated sections. Steel sheet piles shall be supplied and driven in pairs. Piling shall be held in position during driving by two or more temporary walings of adequate dimensions and strength, substantially secured to strong falsework, to ensure rigidity, control, and correct alignment at all times. C. Additional length beyond those indicated on the DRAWINGS may be required to provide for trimming of tops of sheet piling. D. Steel sheet piles and interlocks shall not have excessive kinks, camber or twist that would prevent the pile from reasonably free sliding to grade. 2.02 MATERIALS A. Steel sheet piles required for the project shall be hot -rolled sections as specified on the project plans or Engineer approved equivalent. The interlocks between steel sheet pile sections shall be configured such that the average width of the annular space between all contact points of the interlocks shall be a maximum of one-eighth (1/8) inch. B. Steel sheet piling shall meet the requirements of ASTM A572, (Grade 50). Steel corners, tees, wyes, and crosses shall meet the requirements of ASTM A328 or A690. C. All steel sheet piling shall be new and unspliced material throughout. D. If handling holes are provided, they shall be two (2) standard 2-9/16 inch diameter handing holes located six (6) inches from one end. Any holes below the bottom of concrete footing shall be covered with metal plate and welded watertight. E. All fabricated connections shall be made with the use of angles or bent plates, as necessary, and shall be adequately welded or connected with high strength bolts as accepted by ENGINEER. v 0 PART 3 EXECUTION o 3.01 INSTALLATION i n < _ A. General: Use equipment having a delivered force or energy suitable for theWtpywefght of pile and the character of subsurface material to be encountered. Operate eg6g-Ten4t thTn rates recommended by the manufacturer throughout the entire installation pKimd. Repair damage to piling caused by installation method used with excess delivereddgrcre oR,energ9D STEEL SHEET PILES 02457-3 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa B. Pile Pushing: 1. Maintain piling vertical during pushing. Push piles in such a manner as to prevent damage to the piles and to provide a continuous closure. Where possible, push -in Z -pile with the ball end leading. If an open socket is leading, a bolt or similar object placed in the bottom of the interlock will minimize packing material into it and ease pushing for the next sheet. 2. Incrementally sequence pushing of individual piles such that the tip of any sheet pile is not more than 4 feet (1.20 m) below that of any adjacent sheet pile. C. Pile Vibration Method: 1. Maintain piling vertical during installation. Install piles in such a manner as to prevent damage to the piles and to provide a continuous closure. Where possible, install Z -pile with the ball end leading. If an open socket is leading, a bolt or similar object placed in the bottom of the interlock will minimize packing material into it and ease installation for the next sheet. 2. Incrementally sequence installation of individual piles such that the tip of any sheet pile is not more than 4 feet (1.20 m) below that of any adjacent sheet pile. D. Cutting and Splicing: 1. Cut off to the required elevation any piles push -in or vibrated to the required embedment depth or when approved to refusal or to the point where additional penetration cannot be attained and the piles are extending above the required top elevation in excess of the specified tolerance. 2. Extend by splicing any piles installed below the required top elevation and piles damaged by methods used and cut off to permit further installation . Splice as required to reach the top elevation when directed by the Engineer. 3. If directed by the Engineer, splice piles as required to install them to depths greater than shown on the drawings and extend them up to the required top elevation. Piles adjoining spliced piles shall be full length unless otherwise approved. a. Remove from the site pile cut-offs, which are the property of Contractor. b. Use a straightedge in cutting by burning to avoid abrupt nicks. C. Drill bolt holes or bum and ream by approved methods that will not damage the surrounding metal. Make holes other than bolt holes reasonably smooth and the proper size for rods or other items to be inserted. d. Do not use explosives for cutting. E. Welding: Comply with requirements of AWS D1.1 for shop and field welding, qualification of welding procedures, welders, and welding operators. F. Sheet piling installer must have, as a minimum, three successful past installations of sheet piling of comparable overall heights and sections and comparable penetration into soils similar to those found on the PROJECT. G. Steel sheet piling shall be assembled before installation and then installed as a continuous wall, progressively in stages to keep the piles aligned correctly and minimize.the danger of breaking the interlock between the sheets. The piling shall be installed within the following t9isrances: 1. Alignment: sheet pile shall be installed to form a relatively straight line betw$D the termini points shown on the drawings. Horizontal deviation of any poa from traigj line connecting the two ends of the wall section shall be a maximum o Q6) hes. 2. Plumbness: each individual sheet pile section shall be driven vertica m oriz � tolerance of two percent (2%) of any vertical length measured along t ao H. Steel Z piling shall be installed with the ball -end leading. Proper care and pt g MpIl bJM used to allow for this construction procedure in both immediate and possible wa s. L7 I. Alternate Z piles must be reversed end for end for proper interlocking in the'OrmaY'dosition. Piles shall also be aligned properly to maintain a "normal' installation width. _J STEEL SHEET PILES 02457-4 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa J. For sheet piles installed into the native soils, pre -drilled soils, or excavated soils, a vibratory driver or pushed -in method may be used as long as the required depth is obtained. For sheet piles being installed into bedrock, an approved method shall be used to obtain the required depth or virtual refusal. Contractor shall submit verification from the manufacturer that the equipment can deliver the required energy. The equipment shall be clearly marked so that it can be identified at the job site. K. Steel sheet piling shall be installed to the depths shown on the drawings or to virtual refusal if approved by the Engineer. Virtual refusal shall be determined by the geotechnical consultant and approved Engineer. L. Care shall be taken during installation to keep from causing deformations of the top of the piles, splitting of section, or breaking of the interlock between sections. Care shall also be taken during installation to prevent and correct any tendency of steel sheet piles to twist or get out of plumb. Steel sheet piling shall be installed to form a tight bulkhead. A pushing or vibrator head shall be used and any piling which is damaged during installation or which has broken interlocks between sections shall be pulled and replaced at contractor's expense. M. Steel sheet pile that is full length as shown on the drawings and is required to be installed below the specified cutoff elevation shall be spliced with additional steel sheet piling with a full penetration butt weld. Splice locations, if necessary, must be reviewed and accepted by Engineer prior to installation. N. Contractor shall brace and/or provide soil grading as necessary during construction operations in order to provide lateral stability for the sheet pile wall and construction equipment along uneven ground or existing embankments. 1. Any fill along the alignment of the sheet pile must be in place to sub -grade elevations and compacted prior to installation the sheet pile. Fill material (except riprap, boulders, bedding and grout) is not to be placed around the sheet pile after the sheet pile is in place with the exception of excavation and fill required for utilities specified for installation after sheet pile construction. 2. No permanent fill shall be placed within floodplains, waterways or adjacent properties. Any temporary fill necessary for stabilizing construction operations shall consist of materials and limits meeting the approval of the Engineer prior to placement and shall be fully removed prior to end of construction. O. All welding or gas cutting shall be in accordance with the current standards of the American Welding Society. 3.02 FIELD QUALITY CONTROL A. Maintain a pile installation record for each sheet pile. Indicate on the installation record installation dates and times, type and size of hammer, rate of operation, total pushing or vibrator time, dimensions of helmet and cap used, final resistance for final 6 inches (150 mm), pile locations, tip elevations, ground elevations, cut-off elevations, and any reheadirapr cutting of piles. Record any unusual pile installation problems during installation . Submit cdi2plete records to Engineer. o :FO- B. Perform continuous inspection during pile installation. Inspect all piles for coirTpkancewith tolerance requirements. Bring any unusual problems that may occur to the afffonzs r Engineer. --{C-) Wit— a M C. Perform vibration monitoring as specified. o; _ =E;XZ ate END OF SECTION r Jr STEEL SHEET PILES 02457-5 STATE OF IOWA DEPARTMENT OF NATURAL Water Supply Section 401 SW 7'h St., Suite M DES MOINES, IOWA 50309-4611 WATER SUPPLY STANDARD SPECIFICATIONS APPROVAL City of Iowa City Attn: Ron Noche, City Engineer 410 East Washington Street Iowa City IA 52240 Subject: Water Mains Project No. W2013-0375 PWSID#: 5225079 We have completed our review of the standard specifications submitted for your municipal water system (The "STANDARD SPECIFICATIONS FOR WATER DISTRIBUTION CONSTRUCTION FOR THE CITY OF IOWA CITY, IOWA, FEBRUARY 1, 2013") and determined these standard specifications for water mains are in accordance with our current rules. Therefore, these specifications are approved for use for future projects relating to water main construction submitted for the City of Iowa City. When making submittals for water main projects, the engineer must state on the plans and appropriate DNR schedule that the construction shall be in accordance with the approved standard specifications currently on file with this Department. Also, if there are any deviations in the specifications as they apply to a particular project; such deviations can be covered through additional provisions and must be submitted with the project. Our review of these standard specifications has considered only material standards and installation methods as outlined by the requirements of this Department. Any major changes in current policies may require the updating of these standard specifications. If you have any questions, contact Sara Smith at (515) 725-0433 or e-mail at sara.smith(@,dm.iowa.gov . Chuck Gipp, Director By: Q, 1.1�lf , —,L;5 n. ENVIRONMENTAL SERVICES SIGN N 0 Date: August 123013 M a rj-i a cc: City of Iowa City Std Spec File � Z Q o Field Office No. 6 (Washington) !Q PWSID # 5225079 2' w CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION I'Lr T. OF 2013 ,,,JG -9 P 1'. 32 STANDARD SPECIFICATIONS FOR 5 - WATER WATER DISTRIBUTION CONSTRUCTION APPROVED FOR THE CITY OF IOWA CITY, IOWA `DATE___a-1 .-;,JTAL 'ON I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. SIGNED: Jason R. Havel, P.E. Civil Engineer Iowa Reg. No. 19222 My license renewal date is December 31, 2014. .9 - JASON R. HAVEL 19222 N O DATE: o -+ p 8/7/13 :< M `_� I .9 - JASON R. HAVEL 19222 CITY OF IOWA CITY SECTION 02660 (Revised 2/1/2013) WATER DISTRIBUTION PART1 GENERAL 1.1 SUMMARY. A. Furnish, install and test water distribution system as indicated and specified. 1.2 REFERENCES. A. This specification references the following documents. In their latest edition, the referenced documents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references marked with a * * * shall be kept on the site, readily available and accessible to the Contractor during normal working hours. Copies may be obtained from the organizations or from the Iowa City Water Division at cost plus 15%. B. City of Iowa City Reference Manual: City Code of Ordinances Chapter 3, 4, & 10, Iowa City Municipal Design Standards, Earth Excavating, Backfill & Grading Specifications - Section 02220, Accepted Products for Water Distribution Materials Per Specifications — Section 02660, Water Distribution - Section 02660, Water Service Work for Contractors Specifications - Section 02665, Iowa City Water Division Policies & Procedures Manual, Backflow Ordinance - Chapter 5. C. American National Standards Institute and American Water Works Combined Standards: 1. ANSI/AWWA-C104/A21.4: Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water M 2. ANSI/AWWA-C105/A21.5-99: Polyethylene Encaseme5 for ITuctile-Iron Pipe Systems D 3. ANS1/AWWA-C110/A21.10: Ductile -Iron and Gray-Irp '1 s, 3=h through 48 -inch, for Water and Other Liquids =in co t 4. ANSI/AWWA-Clll/A21.11: Rubber -Gasket Joints VVR 14ctilaL Pressure Pipe and Fittings Q D w 5. ANSI/AWWA-C150/A21.50: Thickness Design of Ductile -Iron Pipe WATER DISTRIBUTION- CrrY OF IOWA CITY - 02660 02/012013 Page 1 of 17 6. ANSVAWWA-C151/A21.51: Ductile -Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. ANSIIAW WA-C153/A21.53: Ductile -Iron Compact Fittings, 3 -inch through 24 -inch, and 54 -inch through 64 -inch for Water Service 8. ANSIIAW WA C502: Dry -Barrel Fire Hydrants 9. ANSI/AWWA C504: Rubber -Seated Butterfly Valves 10. AWWA C509: Resilient -Seated Gate Valves for Water Supply Service. 11. ANSI/AWWA C510 Double Check Valve Backflow -Prevention Assembly 12. ANSI/AWWA C511 Reduced -Pressure Principal Backflow -Prevention Assembly 13. ANSVAWWA C550: Protective Epoxy Interior Coatings for Valves and Hydrants 14. ANSI/AWWA C600***: Installation of Ductile -Iron Water Mains and Their Appurtenances 15. ANSI/AWWA C605***: Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water 16. ANSVAWWA C651***: Disinfecting Water Mains 17. ANSIIAWWA C900: Polyvinyl Chloride (PVC) Pressure Pipe, 4 -inch through 8 -inch for Water Distribution D. American Water Works Association: 1. AWWA Manual M23***: PVC Pipe -Design and Installation 2. AWWA Manual M17***: Installation, Field Testing, and Maintenance of Fire Hydrants E. American Society for Testing Materials: 1. ASTM D2241 F. Manufacturers Standardization Society: 1. MSS -SP -58 Pipe Hangers and Supports, Materials Design and Manufacture 2. MSS -SP -69 Pipe Hangers and Supports Selection and Application WATER DISTRIBUTION- MY OF IOWA CrrY .02660 02/01/2013 Page 2 of 17 G. Uni-Bell PVC Pipe Association: 4, �— I UNI -B-3-88 Recommended Practice for the Installation oaolyvinyl rr � �� Chloride (PVC) Pressure Pipe (nominal diameters 4-3?Kh) £pmpl� --i c; with AWWA Standard C-900. y _r m 4 Z'- tr r. a 1 1 t WATER DISTRIBUTION- MY OF IOWA CrrY .02660 02/01/2013 Page 2 of 17 1.3 SUBMITTALS: A. Submit to the Engineer the following drawings or details for approval prior to installation. One copy of each with the approval stamp shall be kept at the work site at all times. B. Plans for initial operations and final operations: Special prepared drawings and typed list of sequences of steps are needed prior to any operation of water distribution system. Submit 2 weeks prior to date of planned operation. C. Shop, Working Drawings or Construction Plans showing: 1. Pipe layout with valves, fittings and hydrants shown 2. Bolts 3. Joints 4. Tapping sleeves, couplings, and special piping materials. 5. Polyethylene 6. Thrust block designs and details 7. Special backfill D. Certificates: Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials. 1.4 QUALITYASSURANCE. A. Engineer reserves the right to inspect and test by independent service at manufacturer's plant or elsewhere at Engineer's expense. B. Contractor shall conduct visual inspection before installation. 1.5 TIME: A. All work which requires shutdown of active water mains must be completed as quickly as possible to minimise inconvenience to the consumers and risk to the community. B. Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division is listed below. Serve notice to the Water Division at 356-5160. N 1. For tapping service, provide 24 hours notice.o 0 2. For notice to customers of disruption of water service, dd48 heQr� notice. This work will be completed with the assistance atti iviu" personnel. n ao (` 3. For review, comments, and approval of plans of operaticKKTotyde 3 M notice. CD;* = Q 4. For locations of underground facilities, provide 48 hours TOM w WATER DISTRBUTION- CrrY OF IOWA CITY - 02660 02/01/2013 Page 3 of 17 PART PRODUCTS 2.1 All products used for this work shall be from the list of "Accepted Products for Water Distribution and Water Service Materials" contained in the Iowa City Water Division Reference Manual. 2.2 DUCTLEE4RONPIPE. A. Pipe shall be AWWA C151, Class 52. B. Pipe is to have an exterior bituminous enamel coating and a standard cement mortar lining in accordance with AW WA Cl 04. C. Pipe suspended from structures and bolted or restrained joint pipe, unless otherwise indicated or specified, shall be class 53. D. Pipe is to be complete with all necessary joint gaskets, lubricants, glands and bolts. 2.3 DUCTILE-IRONPIPEJOINTS. A. Single rubber -gasket push -on joints or mechanical joints shall conform to ANSI/AW WA C 11 UA21.11. Furnish with all necessary hardware and gaskets. B. Bell -and -spigot pipe joints shall conform to ANSI A21.6 or ANSI A21.8. C. For bolted/restrained mechanical joint, use Griffin Bolt -Lok restrained joint or approved equal, (Class 53). D. For unbolted/restrained mechanical joint, use Crriffin Snap -Lok restrained joint or approved equal, (Class 53). E. Do not use drilled & tapped retainer glands. F. Plain end of push -on pipe factory machined to a true circle and chamfered to facilitate fitting gasket. 2.4 POLYVINYL CAEORIDEPIPE. A. Pipe shall conform to ANSI/AWWA C900 and shall be thickness class DR 18 (Class 150). All pipe shall have the same outside dimensions as ductile -iron pipe. B. PVC pipe materials shall not be used in any area where there is likelihood the pipe Will be exposed to concentrations of pollutants comprised of low molecular weight petroleum products or organic solvents or vapors. U C. PVC pipe shall not be installed under public roadways and shall *tiDe OVd aro" cul-de-sacs or other small radius curves. r =IC M v WATER DISTRIBUTION- Cn'Y OF IOWA CITY - 02660 02/01/2013 Page 4 of 17 Z5 FITTINGS: A. All fittings shall conform to ANSI/AWWA C110/A21.10, with pressure rating of Class 350 for 3" to 24". B. Mechanical joint fittings shall be ductile iron compact ANSI/AWWA C153/A21.53 or ductile standard ANSI/AWWA C110/A21.10. Large fittings, 12 -inch through 20 - inch shall be ductile iron standard ANSI/AWWA C110/A21.10. Swivel tees shall be ductile iron standard ANSI/AWWA C110.A21.10. Where ductile iron is not available (i.e., offsets), cast iron standard ANSI/AWWA C110/A21.10 shall be provided. C. All fittings shall be bituminous coated inside and outside and shall be famished complete with necessary accessories including plain rubber gaskets, ductile iron glands, NSS Cor -Blue bolts and nuts. Verify the gasket seats are not made irregular by improper application of the lining materials. 2.6 RESILIENT SEAT VALVES & VALVE BOXES. A. Gate valves shall conform to ANSI/AWWA C509. 1. Valves shall be full line size gate valves with epoxy coating inside and outside and contain stainless steel nuts and bolts. 2. Valve bodies shall be ductile iron or cast iron. Working pressure of the valve shall be at least 200 psi. 3. Valves shall have a standard 2 -inch square operating nut and shall open left. 4. Valves shall be capable of being repacked or replacing o -rings under pressure. 5. Valves are to be non -rising stem with the stem, nut and thrust collar made of bonze. B. Butterfly valves shall conform to ANSI/AWWA C504, for buried service, Class 150B. 1. Valve seat to be installed on disk or valve body. 2. Butterfly valves shall not be utilized in sizes smaller than 16", unless so noted on the plans. 3. Working pressure of the valve shall be at least 150 psi. 4. Valves shall be short body pattern with mechanical joint ends. 5. Shaft seals shall be o -ring type. 6. Valve shall have manual operator with a 2" square operatiag nut for operation of the valve and shall open left. o 7. All interior and exterior cast iron, ductile iron or stee act shalll painted with an epoxy coating and contain stainless steel bf ancfuuts. -<F �. rn �= v D W • WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 5 of 17 C. Tapping Valves shall be as specified for resilient -seated gate valves with the exception that one end shall be mechanical joint and the other end shall be flanged to match the tapping sleeve and shall have oversize seat rings to permit entry of the tapping machine cutters. 1. Tapping valves shall be 175 psi minimum working pressure. 2. Valves shall be epoxy coated inside and outside with stainless steel nuts and bolts. 3. Valves shall be furnished with all joint accessories. D. Valve Boxes shall be 2 -piece or 3 -piece slip type, range 51" to 71". Use lids marked "water". 2.7 HYDRANTS. Specification standard: ANSUAW WA Standard C502 Type of shutoff: Compression Type of construction: Break flange or break bolt above the ground line and a breakaway stem connection. All bolts to be stainless steel. Main valve opening: 4'/z inches for 12" water main and under 5'/a inches for 16" water main and above Nozzle arrangement 3 nozzle, two 2%2 -inch hose nozzles and one 4'/2 -inch and size pumper nozzle, with caps attached with chains Nozzle thread: National Standard Hose Threads Type of inlet connection: Mechanical Joint Size of inlet connection: 6 inch Depth of bury: Depth of bury shall be 6 feet Direction of opening: Open to right (clockwise) Packing: Conventional or O -Ring Size and shape of 1 %s inch, standard pentagon s �n operating nut: -� :;a m Working pressure: 250 psi Color: Safety Red `D ' v w WATER DISTRIBUTION- CrrY OF IOWA Cn'Y - 02660 02/01/2013 Page 6 of 17 Z8 SPECIAL FITTINGS: A. Special pipe fittings must be approved by the Engineer. B. Special fittings must be the same diameter, thickness and pressure class as standard fittings. C. Special fittings may be manufactured to meet requirements of same specifications as standard fittings except for laying length and types of end connection. D. Full Body Tapping Sleeves: 1. Shall be mechanical joint, split construction with end gaskets, manufactured to fit cast iron or ductile iron pipe. Branch shall have a flange fitting to match the tapping valve. 2. Shall meet the OD requirements for Class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Required for 12" and larger pipe or under paving. 5. Shall have stainless steel or NSS Cor -Blue nuts and bolts. E. Stainless Steel Tapping Sleeves: 1. Shall be epoxy coated with ductile -iron flange and stainless steel bolts. 2. Shall meet the OD requirements for class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Nitrile gaskets shall be used in L.U.S.T. areas (leaking underground storage tank areas). F. Stainless Steel Repair Clamps: 1. All stainless steel, single section, double section, or triple section, depending upon size of main. 2. Shall have stainless steel bolts and nuts. 2.9 GASKETS, BOLTS, NUTS, AND THREAD ROD: A. Mechanical joints made with: 1. Bolts: NSS Cor -Blue. 2. Stainless steel bolt studs with SS nuts on each end. N b B. All thread rod used to restrain fittings shall be stainless steel witE5SS nps—tS and 3/4" diameter. gt? 'a C-) -'{n <si a M C:y� �x � w e WATER DISTRIBUTION- CITY OF IOWA MY - 02660 - 02I01/2013 Page 7 of 17 2.10 TRACER SYSTEM A. Tracer Wire for Direct Bury: 1. #12 AWG single solid copper conductor. 2. 30 mil high molecular weight polyethylene (LLDPE) insulation. 3. Blue in color. B. Tracer Wire for Directional Drilling/Boring: 1. #12 AWG copper -clad stainless steel core. 2. 45 mil high molecular weight polyethylene (LLDPE) insulation. 3. Blue in color. C. Ground Rod: 1. 3/8 inch diameter, 60 inch steel rod uniformly coated with metallically bonded Electrolytic copper. D. Ground -rod Clamp: 1. High-strength, corrosion -resistant copper alloy. E. Splice Kit: 1. Comply with City of Iowa City Accepted Products for Water Distribution Materials. F. Tracer Wire Terminal Box: 1. Comply with City of Iowa City Accept Products for Water Distribution Materials. 2.11 LUMBER: A. Lumber for bracing or supports shall be hardwood (i.e. oak, maple). Do not use creosoted lumber in contact with piping materials. 2.12 WATER: A. Reasonable amounts of water will be provided for use in the final operations of water main flushing, disinfecting and testing. Prior notice must beeven to the Water Division. _d Srj J B. Contractor will not be charged for the water used as long as ther�ileasmiable`ge to control and conserve the rate and volume used. If there is w44 -4r deleseness, Contractor will be charged for water. ::;C-.) co r �x w n WATER DISTRIBUTION- CTCV OF IONW CITY - 02660 02/01/2013 Page 8 of 17 PART 3 EXECUTION 3.1 REFERENCESANDDOCUMENTS. A. Contractor must have all required documents on the site before commencing with the work. B. Valves, fittings, hydrants and ductile -iron pipe shall be installed in accordance with ANSUAW WA C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with AWWA M23, ANSI/AWWA-C605 and Uni-Bell PVC Pipe Association UNI -B-3-88 except as noted herein. D. Contractor must prepare and retain a set of "as -built" drawings on the job site with accurate and current information on the location of all valves, pipe and special construction features. Examples of special buried features would be: 1. Offsets in alignment. 2. Changes in depth, depth greater than 8 feet or less than 5 feet. 3. Special fittings or construction materials. 3.2 RECEIVING, STORAGEAND HANDLING: A. The City may mark materials which are found on the job site and which are determined to be defective or not approved. The marking may be done with spray paint. The Contractor shall promptly remove defective or unapproved materials from the site. B. While unloading PVC piping materials: 1. Do not allow the pipe units to strike anything. 2. Do not handle pipe units with individual chains or single cables, even if padded. 3. Do not attach cables to pipe unit frames or banding for lifting. C. Within the "Storage" language of AW WA M23, change "should" to "shall." D. Within the "Handling" language of AW WA M23, change "should" to "shall." 3.3 LOCATION, ALIGNMENT, SEPARATION & GRADE. ti A. Water mains, valves, hydrants, and special fittings shall be insta)Wd in die locations shown on the plans or as directed by the Engineer. ::5f's a T� C-) __4C r ;<rn a m WATER DISTRIBUTION- CNrY OF iW CITY - 02660 02/01/2013 40 Page 9 of 17 B. Contractor shall have all buried utilities located by the 1 -800 -ONE -CALL service and shall do exploratory excavation as necessary to determine specific conflicts between existing utilities and new water main. No extra compensation will be allowed for the exploratory excavations. C. Water main shall be installed a minimum depth of cover of % feet. Generally, the maximum depth shall not exceed 7 feet. D. Water mains crossing sewer services, storm sewers or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. Where local conditions prevent this vertical separation, the water main shall not be placed closer than 6 inches above a sewer or 18 inches below a sewer under any circumstances. Additionally, one full length of water pipe crossing the sewer shall be centered at the point of crossing so that the water pipe joints will be equal distance as far as possible from the sewer. Where a sewer crosses over, or less than 18 inches below, the water main, one full length of sewer pipe of water main material shall be centered at the point of crossing so that the sewer pipe joints are as far as possible, and an equal distance, from the water main. The water and sewer pipes must be adequately supported and have pressure tight joints. A low permeability soil shall be used for backfill material within 10 feet of the point of crossing. E. No water pipe shall pass through or come in contact with any part of a sewer manhole. A minimum horizontal separation of 3 feet shall be maintained. F. Sewer force mains and water mains shall be separated by a horizontal distance of at least 10 feet unless: 1. the force main is constructed of water main materials meeting a minimum pressure rating of 150 psi and the requirements of Section 8.2 and 8.4 of the "Iowa Standards for Water Supply Distribution Systems" and 2. the sewer force main is laid at least 4 linear feet from the water main. G. Gravity sewer mains shall be separated from water mains by a horizontal distance of at least 10 feet unless: 1. the top of a sewer main is at least 18 inches below the bottoWf the water main and CD —' a 2. the sewer is placed in a separate trench or in the samcTt"ch:5h a b of undisturbed earth at a minimum horizontal sepazatf 3aet frim` the water main. : < a M CD v . w WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 10 of 17 When it is impossible to obtain the required horizontal clearance of 3 feet and a vertical clearance of 18 inches between sewers and water mains, the sewers must be constructed of water main materials meeting both the minimum pressure rating of 150 psi and the requirements of Sections 8.2 and 8.4 of the "Iowa Standards for Water Supply Distribution Systems". However, a linear separation of at least 2 feet shall be provided. H. Should physical conditions exist such that exceptions to Sections 3.3 Part F and 3.3 Part G of this standard are necessary, the design engineer must detail how the sewer and water main are to be engineered to provide protection equal to that required by these sections. I. Sewers constructed of standard sewer materials shall not he laid within 75 feet of a public well or 50 feet of a private well. Sewers constructed of water main materials may be laid within 75 feet of a public well and within 50 feet of a private well but no closer than 25 feet of either. All PVC water main and ductile iron water main with greater than 400 feet between features that extend to the surface (such as hydrants or valve boxes) shall be marked with a wire for the entire length to make electronic location possible. 1. The wire shall be installed continuously as the pipe is backfilled. The wire shall be fixed to the side of the pipe at a position of 2 o'clock or 10 o'clock and attached with duct tape every 5 feet. 2. The insulation shall be protected to prevent accidental grounding. Make few splices and splice the wire together using a wire connector. 3. Install ground rods adjacent to connections to existing piping and at locations as shown on plans and as required by the Engineer. 4. Bring the wire to the ground surface at each fire hydrant and loop wire in a tracer wire terminal box. These boxes shall be located between the hydrant and the hydrant valve with at least two feet of extra wire inside the box. Install the terminal box perpendicular from the hydrant and parallel with the valve box, one -foot from the hydrant base. The tracer wire terminal box must be installed flush with the finished grade. If there is no fire hydrant within 500 feet, bring the wire to the surface in a "daylight box", which is a full-size valve box, and mark the drawings appropriately. 3.4 PIPEBEDDEVGAND BACKFULING:— A. Ductile -iron pipe bedding shall conform to the project plan deters or otherwise specified or directed by the Engineer. h ro D-4 :NO B. PVC pipe bedding shall conform to UNI -B-3-88 laying conditio e Zinchirg hand excavation for the bell holes. The bedding shall be loos urq�„ finMI which is compacted by hand tamping on the soil along the si&66_t me:tpe t� top of the pipe. x S'' w Ce WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 11 of 17 C. Trench width within the pipe envelope shall conform to the plans or as directed by the Engineer. D. Set valves and hydrants on precast concrete bases. 3.5 PIPERESTRAINT.• A. Thrust Restraint: 1. For pipe smaller than 10" diameter, concrete block shall be used, placing the concrete block next to the fitting and undisturbed soil. For 10" and larger diameter pipe, blocking shall be by cast -in-place concrete. Cover fittings and joints with 10 mil. polyethylene before placing concrete. Brace fittings with hardwood to prevent shifting before placing concrete. See Iowa City Reference Manual for detail information on thrust blocks — Figure 7.1. 2. Do not pour excess concrete on top of pipe and fittings. B. Socket Pipe Clamps, Tie Rods, and Bridles: Where indicated or necessary to prevent joints or sleeve couplings from pulling apart under pressure, provide suitable socket pipe clamps, tie rods, and bridles. Bridles and tie rod diameter shall be at least 3/4 in. except where they replace flange bolts of smaller size with nut on each side of flange. C. Dead Ends 1. Pipe ends or fittings left for future connections shall be plugged or capped using materials supplied by the pipe manufacturer. 2. All pipe ends or fittings left for future connections shall be blocked against thrust. 3.6 JOINTSAAD COUPLINGS: A. Push -on Joints: 1. Inspect bell grooves and clean to assure complete gasket seating. 2. Use extreme care to prevent separation of joints already installed. 3. Do not use push -on joints when boring. Griffin Snap -Lok shall be used in casing with locking rubbers. B. Mechanical Joints: g 1. The range of torque for tightening bolts which is indic MSI/A7VA C600 may be somewhat affected by the temperature.1fln-+vowdayspwaore torque may be required. n < �o- r 2. Use extreme caution when tightening cast iron fittings iklncb4ong ire e ears of the flanges. An average worker should not usean 18 inches. D F c.f WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 12 of 17 3. On PVC pipe connections to MJ joints, cut the bevel off the end of the PVC pipe to get full pipe diameter in the joint. 4. Do not deflect pipe at joint. C. Sleeve -Type Coupling: 1. Clean pipe ends for distance of 12 inches. 2. Use soapy water as gasket lubricant. 3. Carefully mark and place the sleeve coupling in the center of the joint. 3.7 TAPPED CONNECTIONS UNDER PRESSURE: A. Follow manufacturer's installation instructions. B. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. This includes connections made on public and private mains. C. A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division. The tapping application must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. 3.8 POLYETHYLENEENCASEMENT.• A. All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSI/AWWA C105/A21.5-99 installation methods. This includes any ductile iron laid in cul-de-sacs or other small radius areas where PVC main could not be used. 3.9 HYDRANT INSTALLATION.• A. Handle carefully to avoid breakage and damage to flanges. Keep hydrants closed until they are installed. Protect stored hydrants from dirt, water, ice, animals and vandals. B. Before installation, clean piping and elbow of any foreign matter. C. Install hydrants away from the curb line a sufficient distance to avoid damage from or to vehicles. A set -back of 4 feet from the curb line is recommei*d. Iowa Department of Transportation (IDOT) requires a 9' setback. - — Co -n D. Orient the hydrant so the pumper nozzle faces the street. Outlet 2,9,�es Ill b= least 18 inches above finished ground. The break -off flange shoul o9pore an 6 inches above ground. There shall be no obstructions to fire hose c61�cfi s. rn x E. The base elbow shall be placed on solid precast concrete Oocks 'n firm, undisturbed soil. The barrel of the hydrant shall be firmly braced against thlrback of the trench wall with pre -cast cement blocks to resist thrust at the pipe connection. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 13 of 17 3.11 F. The base and lower barrel shall be backfilled with 5 cubic feet of washed gravel or 1 inch crushed rock to allow water to release from the hydrant drain. G. Install the hydrant plumb. Drainage stone and soil backfill around the barrel shall be firmly compacted to provide good lateral support for the hydrant. This is essential to the performance of the break -off flange. A. All work which involves operating the active public water distribution system will require the notice, consent, approval and assistance of the Water Division. B. An accurate and legible copy of the "as -built" drawings must be on file in the Water Division office prior to using the water supply. C. If requested by the City, the contractor will work with Water Division personnel to submit a plan for initial operations and a plan for final operations to the Water Division for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, flushing and testing operations. The purpose of both plans is to minimise the impact of service interruptions and pressure and flow variations on the water distribution system and existing customers. DISINFECTION FOR POTABLE WATER SYSTEMS: A. General 02/01/2013 Upon completion of a newly installed water main or when repairs to an existing water system are made, the main shall be disinfected according to instructions listed in ANSI/AW WA C651 and the following specifications. Special Disinfection Requirements Exercise cleanliness during construction. Protect pipe interiors, fittings and valves against contamination. 2. The minimum uniform concentration of available chlorine used for disinfection shall be 25 mg/L. Use either the granulatedhablet or continuous feed method with modifications as described in 3.11 C or D below. .3. The chlorinated water shall be retained in the main at least 24 tgurs, during which time all valves and hydrants in the section treate hall lznperated in c . order to disinfect the appurtenances. At the end of thi L*ol;peridLMe treated water shall contain no less than 10 mg/L chIGN a tl3iVtrghoni.the length of main. n r 4. After the retention period, flush the heavily chlorinated figa th until the chlorine concentration in the water leaving thF-xi in as no &4er WATER DISTRIBUTION- CrrY of IOWA CITY - 02660 Page 14 of 17 C. In than 3 mg/L and the water appears clean. Flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than '/. of the main diameter. For 6 -inch through 12 -inch water mains, a single 2'/cinch fire hydrant opening is adequate. Water entering storm sewer system shall be dechlorinated by a method approved by the Engineer to prevent downstream environmental damage (i.e. fish kills). 5. After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, taken at least 24 hours apart, shall be collected from the new main. At least one set of samples shall be collected from every 800-1000 feet of the new water main, plus one set from the end of the line and at least one from each branch. Deliver the sample to the University Hygienic Laboratory at Oakdale for analysis. Allow approximately 5 days for the results. If the bacterial sample shows the absence of coliform organisms, the hydrostatic test may proceed. Tablet Method of Chlorine Application — Granulated or Tablet Use ANSI/AWWA C651; however, slowly fill the main (less than 1 cubic foot per second) with system water, pushing out as much air as possible. Do not wash out the tablets. Continuous Feed Method of Chlorine Application 1. Prior to applying chlorine, do a preliminary flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than '/< of the main diameter. For 6 -inch through 12 -inch water mains, a single 2%2 -inch fire hydrant opening is adequate. `i 3.12 TESTING.- A. ESTING. A. 02/01/2013 Add the water and chlorine solution with the required concentration to fill the main completely. Filling the water main: 1. Fill the newly constructed water main system slowly using treated public water under low pressure and low flow. The objective is to displace air with water while avoiding damage to new construction, customer services, and - adjoining property due to the release of air and water. Public Works staff must be on site to assist with operation of the system-voyes arEhydrants during this operation. 2. Open one hydrant (completely) at the end of the main or14Ahij vpoirtton i the main which is to be filled. Open a filling valve XfIg srailestrft available) slightly. Allow the water main to fill and slo leffe them' When the main being filled has released nearly all surg`r'wg should 0 WATER DISTRIBUTION- Cn'Y OF IOWA CITY - 02660 Page 15 of 17 diminish and water released from the hydrant should flow in a steady stream. Monitor and control the released water to minimize damage. 3. After a few minutes of steady state operation, open all other valves slowly and then open the initial fill valve completely, while regulating the flow hydrant to minimize damage. When the main has been filled, open and close all hydrants sequentially to force fresh water progressively through each section (new and old) of water main which was shut down to replace fresh water into each section. 4. After clear water and a fresh chlorine odor are observed at each hydrant, shut down hydrant flow slowly and allow water flow to cease and internal pressure to stabilize. For water main replacement only, each water service connection shall be tested at a sill cock and observed by the Contractor to verify adequate pressure and flow. B. Pressure and Leakage Tests: 1. Conduct combined pressure and leakage test in accordance with ANSUAW WA C600 and ANSUAW WA C605. 2. Pressure test off the hydrants or famish and install temporary testing plugs or caps. Furnish pressure pumps, pipe connections, meters, gauges, equipment, potable water and labor. Use only potable water for testing. 3. Test after disinfection operations are successfully completed. If testing operations require reconstruction or repairs during which the interior of the pipe is exposed to contamination, disinfection will be required again. 4. Keep the water main full of water for 24 hours before conducting combined pressure and leakage test. 5. Pressure and leakage test consists of first raising water pressure at the lowest point of section being tested to 150 psi internal pressure. 6. Failure to achieve and maintain the specified pressure for at least two hours with no additional pumping means the water main has failed to pass the test. 7. If the water main fails the pressure and leakage test, locate, uncover, and repair or replace defective pipe, fitting or joints. Conduct additiogl tests and repairs until water main passes the test. C. Valve Operations: %>=a 70 .— c)-< — co 1. All valves shall be located and tested to verify operation--rpaovee the r box lid, insert the valve key and open and close each valveou!jthe Q and record the results. a w WATER DISTRIBUTION- CrrY OF IOWA CITY - 02660 02/01/2013 Page 16 of 17 D. Hydrant Operations: 1. After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. Remove a nozzle cap and open the hydrant slowly and fully. Check the direction of opening as marked on the top. Do not force the hydrant in the opening direction beyond full open as indicated by sudden resistance to turning. 3. After hydrant has been flushed, close it and check for drainage. This is done by placing the hand over the nozzle opening and checking for a vacuum. Then check the hose thread for proper fit. 4. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. E. Flow Test: 1. Flow tests shall be conducted to verify all components of the water system are fully open and operational and to determine the fire flow capacity. 2. Public Works staff personnel must be on the site to operate the system valves and hydrants during this test. 3. A hydrant flow test may be conducted on the hydrant at the extreme locations for distance or highest elevation to determine the fire flow capability of the system. Static and flowing pressures and flow rates shall be recorded, and a copy forwarded to the Water Division. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 17 of 17 ro ca o J .n a rn v w es® WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 17 of 17 Department of Public Works Iowa City Water Division (Revised 2/1/2013) Accepted Products for Water Distribution Materials WATER PIPE: (Ductile) ANSI/AWWA — A21.51/C151 American, Clow, Griffin, McWane, and US Pipe Class 52 for direct bury piping unless otherwise indicated or specified. Class 53 for suspended from structures and bolted or restrained joint pipe WATER PIPE: ( PVC) (Class 150) — C900 C900 thickness class DRI 8 (6" thru 10") �l{aLUafLL� Hl\DLHYY YYH—HLl.l V/\ Iron Compact) AWWA C153, 350 psi Clow, Tyler/Union, U.S. Pipe, or Sigma TAPPING SLEEVES: (Full Body Ductile Iron with Stainless Steel and/or NSS Cor -Blue Nuts and Bolts) for 12" and larger or under pavement Mueller - H615, Kennedy, Tyler/Union, American Flow Control - Series 2800, or U.S. Pipe - T-9 TAPPING SLEEVES: (Stainless Steep Smith Blair - 662 or 663, Ford FAST, Mueller -1-1304, Romac SST, JCM-432 Smith Blair -665 or Cascade CST -EX 3655 with nitrile gaskets to be used in L.U.S.T. areas MECHANICAL JOINT RESTRAINT DEVICE: (Megalue — with NSS Cor -Blue Nuts and Bolts) Ebaa Iron Sales Inc. — 1100 series for ductile iron 2000 PV for PVC STAINLESS STEEL REPAIR CLAMPS: (With Stainless Steel Nuts & Bolts) Smith -Blair -261, Ford FS 1, Romac SSI VALVES: (Resilient Seated Gate Valves) ANSI/AWWA — C509 Clow F-2640, Kennedy 8571 SS, Mueller Resilient Seat - A-2360-20, or U.S. Pipe - USPO-23-without accessories or USPO-20-with accessories o�33Wv ..n VALVES: (Butterfly) ANSI/AWWA C504, Class 150B CO Clow, Pratt, Mueller, Kennedy, M & H, DeZurik or Val -Matic rn VALVES: (Tapping) Clow — F-2640, Mueller — T-2360-16, Kennedy 8950 SS, U.S. Pipe — A-USPO-16 r w Accepted Products for Water Distribution Materials Page 2 (Revised 21112013) VALVE BOXES: Tyler— (Series 6855 & Item 666A, Range 51" to 71") East Jordan Series 8555 & Item 666A — Range 51" to 71" HYDRANTS (4 %:" for 12" and under) (5%" for 16" and above) AWWA C502 Clow F-2545 Medallion, Mueller Super Centurion 250 Standard solid black sleeve — Tyler/Union 5-1442, Griffin Bolted Straight Coupling with stainless steel bolts and nuts — Smith -Blair 441 or Romac Style 501 TRACER WIRE TERMINAL BOX (DAYLIGHT BOX): U.S. Filter, WaterPro or Utility Equipment - Valvco —95E —2 `/2" ID with lockable cast-iron lid — minimum 18" long, telescoping TRACER WIRE CONNECTORS: Twister DB Plus Wire Connector POLYWRAP: 8 mil polyethylene encasement WIRE: Direct Bury: #12 AWG single solid copper conductor, 30 mil LLDPE insulation, blue in color Directional Drilling/Boring: #12 AWG copper -clad stainless steel core, 45 mil LLDPE insulation, blue in color Kris Tech, Copperhead or approved Equal GROUND ROD: 3/8" diameter, 60" steel rod uniformly coated with metallically bonded electrolytic copper GROUND ROD CLAMP: High strength, corrosion -resistant copper alloy FREEZELESS YARD HYDRANT: Woodford Mfg. Iowa Model Y34 and YI SERVICE SADDLES: ANSI/AWWA — C800/C900 AY McDonald 3845 Ford 202BS Smith Blair 325 with nitrile gasket to be used in L.U.S.T. areas Accepted Products for Water Distribution Materials (Revised 211/2013) CORPORATION VALVES: ANSI/AWWA C800 Until December 31, 2013 Mueller B-25008, Beginning January 1, 2014 (No Lead Brass Alloys) Mueller B -25008N BALL CURB VALVES: ANSI/AWWA C800 Until December 31, 2013 Mueller B-25209, AY McDonald 6100Q Beginning January 1, 2014 (No Lead Brass Alloys) Mueller B25209N, AY McDonald 76100Q Page 3 CURB BOX ARCH PATTERN: ANSI/AWWA C800 —with stainless steel rod and cotter pin AY McDonald 5601 and 5603 with 5660SS-5' shut off rod N O nzn � 7 r� <r - s• rn D w THRUST BLOCK QUANTITIES (SQUARE FEET) PIPE SIZE S THRUST BLOCK DETAII9 45' BEND I I 4' /;O• THRUST BLOCKS ARE REQUIRED AT PIPING DIRECTION CHANGES, AT 1.0 //. �'• DEAD ENDS, AND AT FIRE HYDRANTS. THRUST BLOCKS SHALL BE 1.0 POORE O -IN-PLACE CONCRETE 2,000 P.S.L HINIMUM STRENGTH, A • '•'/. �� /. MINIMUM OF IB INCHES THICK, AND SHALL BE CAST AGAINST A 1.0 SOLID, UNDISTURBED EDGE OF TRENCH FOR BEARING. 110 BOLTS, • - 9s- ///j� JOINTS OG O�PNN HOEES SHALL CORE INTO CONTACT WITH THE CONCRETE 1.0 THRUST PIPE SHALL WRAPPED WITH q PLASTIC 10.3 BTL ET ATTHE CONCRETEBEARINGSURFACES. THRUST BLOCK QUANTITIES (SQUARE FEET) PIPE SIZE DEAD END OR TEE 90, BEND 45' BEND 11-1/4 BEND 22-1/2 BEND 4' 1.4 1.9 1.0 1.0 1.0 G. 2.8 4.0 2.1 1.1 1.0 8' 4.8 6.8 3.7 1.9 1.0 10' 7.3 10.3 5.8 2.8 1.4 12' 1 10.3 14.5 1 7.9 4.0 2.0 16' 17.8 25.2 13.6 7.0 3.5 20' 27.5 38.9 21.0 _ 10.7 5.4 24' 39.2 55.5 30.0 15.3 7.7 30' 60.3 85.3 46.2 23.5 1118 36' 86.4 122.2 66.1 33.7 16-9- 42' 116.6 165.0 89.3 45,5 22.9y 48' 152.0 215.0 116.3 59,3 29.8 ""4 54' 192.1 271.6 147.0 74.9 37.6- - THE ABOVE AREAS ARE BASED UPON A SOIL BEARING CAPACITY OF 2000lj" 3301 ,1 OF UNDISTURBED SOIL. IF ACTUAL SUIT- BEARING STRENGTH IS LESS 0 2000 PSF, THE THRUST BEARING AREA SHALL BE INCREASED BASED ON*px w ACTUAL. SOI. BEARING STRENGTH. a w cc THRUST BLOCK BEARING AREA (in square feet) (FIGURE 7.1) REVISED 11/2009 assw�ea.amwrEv s.c<s umo oarus.¢v..n�� s.=vK�-,cu .�n.e n.nsosose r.mvovau =Z/6 03SIA321 (NMI 831VM 01 MIM .0'b ONOOMO HSINI! J MW I VT OIOTI!/[ 5mp(9'L71NSOA�P �!b +��uy\wrsin�Q �yeM - SWtlQNV.7,$ 5\SIM.I3QIOY-YDnCi\�S 37VOS Ol lON :3�VOS 1HOI�)\VG IHIM N13b�j1. 71vila �Vold)\i M31A 3015 an NMI M31ym (N" N31YM Ol N31S'J) MM 83T'Ml —NOOIM 313H3NOD Mw M3OY mow 1110HMM — M31tlM ONIIOW NMV3 — DNY T1LIx]tl8 AT1N3tM I OWE FILED 2017 APR 18 AM 9: 43 CJTY CLERK IOWA CITY. IOWA 'ONIIOb DD CNV ONIll1lN968 311Hm MIA 83NNI MVNtl0 El 10N NOIInVO 3N3M1%3 3S0 'b 'Qll lle1SN1 ONV NOISN31x3 OV 3 MI 3Q1M 311VA M3OVM1 SS3O%3 3pVld Mq1 IA N3 VNI 3�lbn in d01 QNpA3H .QC MIA M3OVM1 ON31X3 'E 'NIVH M3lVn JO d01 NO Al1]3MIQ 0S ION IIVHS NaISN31X3 ME 3nIVn '2 'NIVN M31VA O1 3ML1 830VM1 N31SVJ l �H MIA NYId CURB SERVICE PIPE TYPE K COPPER NEW SERVICE PIPE SHALL BE 1' COPPER OR LARGER, CORPORATION COCK SERVICE SADDLE IS REQUIRED ON ALL MAINS WATER DISTRIBUTION MAIN vAkol 'A113 v#01 A013 AlrJ 06:6 NV 81 W101 (13 114 S\ENG%C METAILS\5 STANDARDS - Wa%er DIN:gnbat� :er.keO.SJ.dwg STOP BOX TRACER WIRE TERMINAI SIDEWALK i � PROPEF BOX CURB BOX ROD CURB STOP GROUND ROD WATER SERVICE 3/4" TO 2" (Fig. 7.5) ZOOZ/B a3SIA38 (N" b3IVM 01 3bIM 0'b wncHo HSINL1 J mOT:IE:i 01 pili/C'SM➢'(9'U)NSOAti vw adv,[\ImnwOlveM'Sd11VQNtl.fS S\Sly] mOV3\JHI\S (g./ -51�) 3�d3S 01 10N :3�VOS iHOIT, VG I&M �J:13d�ji. Tvile �Vold/�i M31A 301S an NN b13 (N" til A W Q3 J) 3dA 830 � N0030 313bDN 3 lh% N3JYM CNn1$la 1ndloo — b31tlNnCNV lOYEN — aNY TUX3tl0 AT11l3bYJ NWNAL* XW 3ANA FILED 2011 APR 18 AM 9: ►, 3 C..ITY CLERK IOWA CITY. IOWA 'ON)lOV9N00 QNV ONIl3I3NOV9 311MA 3blA 630Vb1 30VHVO 01 ION NDUnV3 3091X3 3Sn 'e 'Oil Il ISNI OW NmSN31X3 X09 3AIVA d0 3QISN1 A31V3N M"l SS30X3 3OVId 'Np:SN31X3 X09 3AIVA 30 dol ONOA39 .CE 3bil 630Vb1 aN31X3 Y NIVN N31M 30 dOl NO X%O3 J0 11S ION IIVHS NO1SN31X3 X09 3AIVA 2 NIVW 831VA 01 3bIA b33"1 N31SVS 'I 33NN M31A NYId EXISTING WATER Vt01',1{0VA01 M330 ARO 8£ .6 W 81 dJV LIUZ (13'1iJ S\ENG\CAD\DETAILS\S STANDARDS - Wnter ➢ivisian\tracer systen(7J)drg EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND BACK DOWN. © CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM TERMINATION POINTS. TRACER WIRE TERMINAL BOX AT GROUND LEVEL HYDRANT BARREL FIRE HYDRANT VALVE FIRE HYDRANT ANCHOR TEE DO NOT RUN WIRE I UP VALVE BOX TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH ROD® TYPICAL DETAIL TRACER WIRE INSTALLATI❑N SCALE: NOT TO SCALE (Fig 7.7) WATER MAIN SPLICE REVISED 11/2013 EXISTING WATER mim ADO TYPICAL DETAIL Cl. yy s► Ld�LIGZ TRACER WIRE INSTALLATIEN SERVICE SIZE 4" OR LARGER Cl 3 —11 A SCALE: NOT TO SCALE (Fig, 7 8) REVISED 11/2013 S\ENG\CAD\DETAILS\5 STANDARDS - Vnte DWISICB\tlacee syste(M,dwg EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND BACK DOWN. © CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM TERMINATION POINTS. TRACER WIRE TERMINAL BOX AT GROUND LEVEL HYDRANT BARREL FIRE HYDRANT VALVE FIRE HYDRANT ANCHOR TEE i CONNECT TO EXISTING TRACER WIRE WATER MAIN STUB RODS EXISTING TRACER WIRE TERMINAL BOX EXISTING WATER MAIN STUB CONNECT TO EXISTING TRACER WIRE POSSIBLE SPLICE H«oi "kilo V1,401 M313AIM TYPICAL DETAIL 8£:5 Wv 81 MLIOl TRACER WIRE INSTALLATIEN CONNECTING EXISTNG WATERMAINS (LOOP) (13"11 -4 SCALE: NOT TO SCALE (Fig, 7.9) REVISED 11/2013 S'\ENG\CAD\DETAILS\5 STANDARDS - WAter Dlvisi \t -Acer systen(7.9)dvg Iowa City # 16-97 Confluence No. 15106 SECTION 02671 Riverfront Crossings Park - Phase I City of Iowa City, Iowa WETLAND PLUGS AND PLANTS PART 1 - GENERAL 1.01 DESCRIPTION A. This section includes installation of live herbaceous perennial plants within the "Wetland Area" plant community as designated on the plans. 1.02 RELATED SECTIONS A. Comply with SUDAS Division 1 - General Provisions and Covenants. B. Wetland Seeding, Fabric Encapsulated Soil Lifts 1.03 QUALITY ASSURANCE A. Qualifications of workers: provide at least one person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type and operation of equipment being used. Said person shall direct all work performed under this section. B. Standards: all materials and methods used during this portion of the work shall meet or exceed applicable federal, state, county and local laws and regulations. All live herbaceous perennial plants shall be free from insects and disease. 1.04 SUBMITTALS A. Materials: prior to delivery of any materials to the site, submit to the Owner or Owner's Representative a complete list of all live herbaceous perennial plants to be used during this portion of the work. Include complete data on source, quantity, and quality. Tags shall remain on delivered material until Owner, or Owner's Representative's approval. This submittal shall in no way be construed as permitting substitution for specific items described on the plans or in these specifications unless approved in writing by the Owner or Owners Representative. Any substitutions made to the original list shall be approved in writing by the Owner's Representative B. After the work is completed the Contractor shall submit to the Owner record drawings that show in red ink on the original plans any field changes or deviations from the original plans. PART 2 - PRODUCTS 2.01 MATERIALS N A. All live herbaceous plants shall be potted, nursery grown stock from within a 200 -mile ilius of the project site unless approved in writing by the Owner's Representative. B. Plugs shall be "38 cell" size (approximately 2" wide by 5" tall plugs). ''-4 c>-< � C. Refer to plans for full planting schedule. r- co -;Qs �x w D � w WETLAND PLUGS AND PLANTS 02671 -1 Iowa City # 16-97 Confluence No. 15106 PART 3 - EXECUTION 3.01 METHOD Riverfront Crossings Park - Phase I City of Iowa City, Iowa A. Planting of all live herbaceous perennial plants shall be completed after May 15, but no later than July 1, unless approved by engineer. B. All live herbaceous perennial plants shall be approved by the Owner's Representative prior to installation. C. The Contractor shall provide healthy, vigorous live herbaceous perennial plants; do not use materials that have been in cold storage for longer than 45 days. D. Deliver live herbaceous perennial plants to project site after preparations for planting have been completed. E. Live herbaceous perennial plants shall be packed in such a manner as to insure adequate protection against wind damage, desiccation, and other physical damage while in transit. F. If planting is delayed more than four hours after delivery, keep plants in refrigerated container or. set plants in shade protected from weather and mechanical damage, and keep moist and cool. G. All herbaceous perennial plants shall be installed through specified erosion control blanket shown on plans. H. Herbaceous perennial plants shall be installed according to plan documents. I. All herbaceous perennial plants shall be healed in and watered to prevent desiccation. J. If planting into an area treated with herbicide, plant materials shall be installed not less than 14 days after herbicide treatment. 3.02 CLEAN-UP, REMOVAL AND REPAIR A. Clean up: the work area shall be kept free of debris by the Contractor. After the work is complete, clean up any remaining materials, plant containers, debris, trash, etc. Avoid driving or walking over planted areas to minimize disturbance. B. Removal: after work has been completed remove any tools, equipment, empty containers, and all other debris generated by the Contractor. C. Repair: the Contractor shall repair any damages that occurred during completion of the work described in this section. Said damages may include, but are not limited to, tire ruts in the ground, damage to planted areas, damage to trails, etc. All areas damaged by the Contractor during the execution of this work shall be repaired by the Contractor and restored to thR conditions shown on the plans at no additional cost to the Owner. All areas outside offt construction limits disturbed by construction shall be restored to the pre-constation goes and stabilized with appropriate seed or plantings. *2 -v A ..._ 3.03 INSPECTION �nZo r <r- M A. After completion of planting, the Contractor shall schedule with the Owner a pray%n2'' acceptance inspection of the work. ox w y w e� END SECTION WETLAND PLUGS AND PLANTS 02671 -2 Iowa City # 16-97 Confluence No. 15106 SECTION 02845 Riverfront Crossings Park — Phase I City of Iowa City, Iowa LIMESTONE OUTCROP SLABS PART 1 — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. B. Comply with SUDAS Division 1 — General Provisions and Covenants. 1.02 SUMMARY A. This Section includes further information and requirements for the Limestone outcrop slabs specified throughout the project. 1.03 SUBMITTALS A. Contractor shall submit physical samples and manufacturer specification sheets to the Owner or Owner's representative prior to approval and installation of the Limestone Outcrop Slabs. B. Comply with SUDAS Division 1 — General Provisions and Covenants. 1.04 QUALITY ASSURANCE A. Comply with SUDAS Division 1 — General Provisions and Covenants. 1.05 SPECIAL REQUIREMENTS A. None. 1.06 MEASUREMENT AND PAYMENT A. Limestone Outcrop Slabs: a. Measurement: Measurement will be per ton of limestone slabs installed according to plan documents. b. Payment: Payment will be unit price for the slabs. c. Includes: Unit price includes, but is not limited to, all labor, materials and incidentals necessary to furnish and place the limestone according to contract docurpWts. 0 PART 2 — PRODUCTS n 2.01 MATERIALS co A. Limestone furnished by the Contractor for the project shall comply with thiwin m requirements. .n w LIMESTONE OUTCROP SLABS 02845-1 Iowa City # 16-97 Confluence No. 15106 Riverlront Crossings Park — Phase I City of Iowa City, Iowa Parameter and/or Testing Procedure Acceptable Value Type/Classification Class 2 medium density dolomitic limestone Average Adsorption, ASTM C97 Less than 8% Average Bulk Specific Gravity, ASTM C97 Average density, ASTM C97 2.10 or greater At least 130 lbs/cubic foot Compressive Strength, ASTM C-170 At least 10,000 psi (average) Modulus of Rupture, ASTM C-99 At least 1,000 psi (average) Flexural Strength, ASTM C-880 At least 900 psi (average) Pre -approved products "Outcropping" stone by Weber Stone Company of Anamosa, Iowa or engineer approved equal PART 3 — EXECUTION 3.01 GENERAL REQUIREMENTS A. Avoid damaging limestone slabs; limestone damaged by the Contractor's operations will be replaced by the Contractor at his/her own cost. B. Follow limestone supplier's recommendations, if any, for delivery, handling, storage and placement. END OF SECTION O � n-< �C-) - r rn to w a LIMESTONE OUTCROP SLABS 02845-2 Iowa City # 16-97 Riverfront Crossings Park – Phase I Confluence No. 15106 City of Iowa City, Iowa SECTION 02930 PLANT MATERIAL AND PLANTING PARTIGENERAL 1.01 SECTION INCLUDES A. Provide all labor, materials, equipment and supervision required for the installation of all proposed plant material. 1.02 RELATED REQUIREMENTS A. Comply with SUDAS Specifications. 1.03 SUBMITTALS A. Product Data: For each type of product indicated. 1. Plant Materials: Include quantities, sizes, quality, and sources for plant materials 2. Plant Photographs: Include color photographs in digital format of each required species and size of plant material as it will be furnished to the Project. Take photographs from an angle depicting true size and condition of the typical plant to be furnished. Include a scale rod or another measuring device in each photograph. For species where more than twenty (20) plants are required, include a minimum of three photographs showing the average plant, the best quality plant, and the worst quality plant to be furnished. Identify each photograph with the full scientific name of the plant, plant size, and name of the growing nursery. B. Samples for Verification: For each of the following: Organic Mulch: 1 -quart volume of each organic mulch required; in sealed plastic bags labeled with composition of materials by percentage of weight and source of mulch. Each sample shall be typical of the lot of material to be furnished; provide an accurate representation of color, texture, and organic makeup. C. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of plants during a calendar year. Submit before start of required maintenance periods. 1.04 DEFINITIONS A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Balled and Burlapped Stock: Plants dug with firm, natural balls of earth in which they were grown, with ball size not less than sizes indicated; wrapped with burlap, 'tied, rigidly supported, and drum laced with twine with the root flare visible at the surface of the ball as recommended by ANSI Z60.1. — O C. Balled and Potted Stock: Plants dug with firm, natural balls of earth in which t�yflre gpwn ar� placed, unbroken, in a container. Ball size is not less than sizes indicated. t �C-) co r D. Container -Grown Stock: Healthy, vigorous, well -rooted plants grown in a co, via a Modr established root system reaching sides of container and maintaining a firm byJ15NheiiirfemoModl from container. Container shall be rigid enough to hold ball shape and proteCkfoot mass during shipping and be sized according to ANSI Z60.1 for type and size of plant required. w PLANT MATERIAL AND PLANTING 02930-1 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park - Phase I City of Iowa City, Iowa E. Duff Layer: The surface layer of native topsoil that is composed of mostly decayed leaves, twigs, and detritus. F. Finish Grade: Elevation of finished surface of manufactured soil. G. Manufactured Soil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. H. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. This includes insecticides, miticides, herbicides, fungicides, rodenticides, and mollusci- cides. It also includes substances or mixtures intended for use as a plant regulator, defoliant, or desiccant. I. Pests: Living organisms that occur where they are not desired, or that cause damage to plants, animals, or people. These include insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses. J. Planting Area: Areas to be planted. K. Plant; Plants, Plant Material: These terms refer to vegetation in general, including trees, shrubs, vines, ground covers, ornamental grasses, bulbs, corms, tubers, or herbaceous vegetation. L. Root Flare: Also called "trunk flare." The area at the base of the plant's stem or trunk where the stem or trunk broadens to form roots; the area of transition between the root system and the stem or trunk. M. Stem Girdling Roots: Roots that encircle the stems (trunks) of trees below the soil surface. N. Subgrade: Surface or elevation of subsoil remaining after excavation is complete, or the top sur- face of a fill or backfill before manufactured soil is placed. O. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. P. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban envi- ronments, the surface soil can be subsoil. 1.05 DELIVERY, HANDLING AND TEMPORARY STORAGE A. Install plant material on the day of delivery to the site; in the event this is not possible, protect that stock not planted. B. Keep plant material that cannot be planted immediately after delivery in the shade, well protected with soil, wet moss or other acceptable material and well -watered. C. Do not bind plants with wire or rope at any time so as to damage the bark or break branches. D. Lift and handle plants from the bottom of the ball only. E. Plants moved with a ball will not be accepted if the ball is cracked, loose, or broken before or dur- ing planting operations. N F. Deliver fertilizer to site in original, unopened containers, each bearing manufac urer's4uaranteed analysis x. G. Store packaged materials off ground and protect from moisture. > C-)-< r 1.06 CODES, PERMITS AND FEES �M m o� A.Obtain any necessary permits for this Section of Work and pay any fees regctlfeeaforqurmit� co PLANT MATERIAL AND PLANTING 02930-2 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park – Phase I City of Iowa City, Iowa B. The entire installation shall fully comply with all local and state laws and ordinances, and with all established codes applicable thereto 1.07 JOB CONDITIONS A. Existing Utilities: 1. Locate existing underground utilities in areas of work. If utilities are to remain in place, provide adequate means of support and protection during this work. 2. Underground utilities shown on the drawings have been taken from existing public records, Owner's records available as -built drawings and are correct to the best of our knowledge, provided for information only. 3. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult Utility Owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities caused by Contractors negligence to the satisfaction of Utility Owner at no cost to the Project Owner. 4. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during occupied hours, except when permitted in writing by Landscape Architect and then only after acceptable temporary utility services have been provided. 5. Provide minimum of 48-hour notice to Owner and Landscape Architect and receive written notice to proceed before interrupting any utility. B. Protection of Persons and Property: 1. Barricade open excavations occurring as part of this work and post with warning lights. 2. Operate warning lights as recommended by authorities having jurisdiction. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by this work. 4. Perform excavation within drip -line of large trees to remain by hand, and protect the root system from damage or dry -out to the greatest extent possible. Maintain moist condition for root system and cover exposed roots with burlap. Paint root cuts of 1" diameter and larger with emulsified asphalt tree paint. 1.08 INSPECTION AND APPROVAL A. All materials described and specified herein are subject to inspection and approval by Owners Representative. B. Materials may be inspected by the Owner's Representative at source of supply or the Owner's Representative may require the Contractor to submit color slides and/or photographs which illus- trate the specified plant material at the source of supply. C. This inspection does not waive the right to reject any material after it has been delivered to the site and/or installed. o_ QJ 1.09 INITIAL INSPECTION AND ACCEPTANCE — A. Initial inspection of the planting to determine completion of contract work, e;Qasive�&possible replacement of plants, will be made by the Owner's Representative upon compfen of3he wr� B. Initial inspection will not be conducted unless all items of work as outlined in 394 CQBON Ct been completed. _ w PLANT MATERIAL AND PLANTING 02930-3 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa C. Five (5) days prior to the anticipated date of inspection submit written notice requesting inspec- tion to Owner's Representative. D. After inspection, the Contractor will be notified in writing, by the Owner, of initial acceptance of in- spected work exclusive of the possible replacement of plants and correction of deficiencies in the requirements for completion of the work. E. Maintain, as specified, areas not acceptable until corrections are completed and re -inspection is conducted. F. If a significant time delay (sixty to ninety days) is encountered, through no fault of the Landscape Contractor, inspection and initial acceptance of a major portion of the plantings may be granted. G. All plants shall be alive and healthy at the time of initial acceptance. 1.10 GUARANTEE, REPLACEMENT AND FINAL INSPECTION: A. Guarantee plants for the duration of one (1) full year after they are initially accepted as defined herein. B. Plants shall be alive and in good, healthy and flourishing condition of growth at the end of the guaranty period. C. At the end of the guaranty period, final inspection will be made by Owner's Representative upon written notice requesting such inspection; submit notice to Owner's Representative at least ten (10) days before the anticipated date of inspection. D. Any plant, required under this Contract, that is dead or not in a vigorous, thriving condition, as de- termined by Owner's Representative at the time of Final Inspection, will be removed from the site. E. Plants that are missing at the time of Final Inspection are to be installed during the specified planting season when weather and site conditions permit. In case of any questions regarding the condition and satisfactory establishment of a rejected plant, the Landscape Contractor may elect to allow such plant to remain through another com- plete growing season. If at that time the rejected plant is found to be dead, in an unhealthy or badly impaired condition, it shall be replaced. G. After Initial Acceptance, replace plants (once during or at the end of the guaranty period) that are observed to be dead or in a badly impaired condition. H. One replacement after initial acceptance shall constitute fulfillment of Contractor's guaranty for the particular plant replaced. I. Replacement Plants: Plants of the same kind and size as specified in the Plant Schedule; fur- nished and planted as specified herein. J. Replacement Plants: Guyed or staked, mulched, wrapped, fertilized, pruned and restored to orig- inal condition as originally specified at no cost to Owner. K. Make all necessary repairs to grades, lawns and paving required because of plant replacements, at no cost to the Owner. ♦.a L. Plant Replacement Cost: Bome by Contractor except for possible replacewts re``�'ting from removal, loss or damage due to occupancy of project in any part, vandalisrj�t diacbedie or acts of neglect on the part of others, physical damage by animals, vehicle , wat eta or los due to curtailment of water by local authority, or to "Acts of God". Floods, for fMd&s,.kaind om- ricane force, and hail are not normal and the damage they do cannot be calc�jo in9pbid. ( M W ce PLANT MATERIAL AND PLANTING 02930-4 Iowa City # 16-97 Confluence No. 15106 PART 2 PRODUCTS 2.01 PLANT MATERIALS Riverfront Crossings Park — Phase I City of Iowa City, Iowa A. Plant Schedule: A list of plant materials is scheduled on the Drawing. In the event of any dis- crepancy between this schedule and the Plan Drawing showing the quantity of plants, the Plan Drawing shall govern for all quantities. B. Certification of inspection of plant materials required by Federal, State or other governmental agencies to accompany all shipments to be furnished to the Owner's Representative. C. Nomenclature: The names of plants required under this Contract conform to those given in the "Standardized Plant Names", 1942 Edition, prepared by the American Joint Committee on Horti- cultural Nomenclature. Names of varieties not included therein conform generally with names accepted in the nursery trade. D. Standards: All plant materials, grading, sizes, methods, etc., are to conform to the Standards of the American Association of Nurserymen, Inc., as contained in their current publication "American Standard for Nursery Stock", (ANSI Z60.1-1996). In the event there is a discrepancy between these standards and this Specification, the most restrictive requirement shall govern. E. Labeling: Legibly tag all plants as to name and size. F. Species and Variety: True to name as specified. Plants approved as true to name at time of ini- tial acceptance which, during the guaranty period, exhibit characteristics indicating they are not true to name will be replaced at no cost to the Owner. G. Availability: Before submitting his bid, the Contractor shall have investigated the sources of sup- ply and satisfied himself that he can supply the listed plants in the size, variety and quality listed and specified. Failure to take this precaution will not relieve the Contractor from his responsibility for furnishing and installing all plant materials in strict accordance with the Contract Documents without additional cost to the Owner. H. Quality 1. Growth habit typical for species and as indicated on the Plant Schedule. 2. Sound, healthy, vigorous and free from insect pests, plant diseases and injuries. 3. One sided plants or plants taken from tightly planted nursery rows will be rejected. I. Size and Form: 1. Equivalent or exceed measurements specified in the Plant Schedule. 2. Measured before pruning with branches in normal position. Height and spread specified refers to main body of plant and not from tip to tip of branches or roots. 3. Caliper of trees less than four inches (4") - taken six inches (6") above ground level. Trees four inches (4") and over - measured one foot (1') above ground level. 4. Specified trunk height can be obtained by pruning lower branches of a plant after the plant has been installed; however, pruning to achieve specified trunk height is to occur only after Owner's Representative has inspected plant and directed ContractgLas to the amount of pruning required. o 0 y 5. Where specified by caliper, no one stem of a specific multi-sternVoplaPt sha� smaller than the caliper size specified. D--1 ;:0 J. Balled and Burlapped Plants: 1. Designated as "B&B"; dug with firm, natural balls of earth of sufficient��j81R1etftnd dElmeptil to encompass the fibrous and feeding root system necessary for full r6j.4ry -of the 7. y .. W PLANT MATERIAL AND PLANTING 02930-5 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa 2. In compliance with ANSI Z60.1-1996. 3. Balls: Firmly wrapped with burlap or similar biodegradable material and bound with twine, cord, or wire mesh. 4. Where necessary to prevent breaking or cracking of the ball during the process of planting, the ball may be secured to a platform. Broken or loose balls will not be accepted. 5. A container grown plant, in lieu of a "B&B" plant, will be accepted provided it meets specified sizes and complies with ANSI Z60.1-1996. 6. A machine moved plant, in lieu of a "B&B" plant, will be accepted provided it meets specified sizes and complies with ANSI Z60.1-1996. K. Container Grown Plants: 1. Container size as specified in Plant Schedule. 2. In compliance with ANSI Z60.1-1996 2.02 MANUFACTURED PLANTING SOIL MIX A. Soil excavated from planting pits that is similar in nature to topsoil and is determined to be suita- ble for planting soil shall be thoroughly mixed with one (1) part of compost to five (5) parts of ex- isting soil. B. Very poor soils of clay, gumbo, gravel, hard -pan, or other soils injurious to plants shall not be used. C. If quantity of soil excavated from planting pits is not adequate for planting, furnish planting soil consisting of partially decomposed vegetable matter of natural occurrence; black, clean, low in content of mineral or woody material, mildly acid, fertile and friable. Mix with one (1) part of com- post to four (4) parts of soil. D. Dispose of soil excavated from planting hole that is determined not to be of quality required or is not needed to be used for planting soil. 2.03 FERTILIZER A. Similar or equivalent to Milorganite (6-3-0). B. Uniform in composition, dry and free flowing. C. Fertilizer which becomes caked or otherwise damaged making it not suitable for use, will not be accepted. 2.04 MULCH A. Shredded premium hardwood bark; a proprietary product; as manufactured by Xylem�§TD 1-800- 736-1356 or equivalent. -, B. Depth and locations as shown on drawings. —4 .._. C. Furnish in bags or bulk. c)—< — Co �--- �n 2.05 STAKING, GUYING AND WRAPPING MATERIALS �n A. Stakes and Guys: ca em PLANT MATERIAL AND PLANTING 02930-6 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa 1. Proprietary Staking -and -Guying Devices: Proprietary stake and adjustable tie systems to secure each new planting by plant stem; sized as indicated and per manufacturer's written recommendations. a. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: 1) Arborbrace; ArborBrace Tree Guying System. 2) Decorations for Generations, Inc.; Reddy Stake System. B. Wrapping material: Heavy crinkle crepe tree wrapping paper in strips four to ten inches (4-10") wide. 2.06 WEED PREVENTER A. Dactal or equivalent. B. For groundcovers and shrub plant beds only. C. Apply as per manufacturer's recommendation. PART 3 EXECUTION 3.01 EXAMINATION A. Contractor to verify existing conditions before starting work. B. Verify that prepared subsoil and planting beds are ready to receive work. C. Owner (UI BLS) to review finish grades prior to any planting commences. Failure to notify Owner at least 24 -hours in advance that final grade has been achieved and planting is set to begin may result in removal and replacement of any plant material placed without Owner approval. D. Verify that required underground utilities are available, in proper location, and ready for use. 3.02 COMMENCEMENT DATE A. At the earliest possible date site conditions permit. 3.03 PLANTING SEASON FOR BALLED AND BURLAPPED, CONTAINER GROWN AND MACHINE MOVED PLANTS A. Deciduous trees and shrubs: April 1 to June 1 and September 1 to November 15. 1. Oak varieties shall only be planted between April 1 and May 31. N 0 B. Evergreen trees and shrubs: April 1 to June 1 and September to October 15— CD ..n -1E� ro eft � 3.04 PREPARATION C-) U Co A. Prepare subsoil to eliminate rough or uneven areas. Maintain profiles and cq!]�Qrs a! enfi j positive drainage. Make gradual changes in grade. Blend slopes into level are 0 B. Remove foreign materials, weeds and undesirable plants and their roots. RertconWminated subsoil. Y Z= N PLANT MATERIAL AND PLANTING 02930-7 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa C. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has com- pacted subsoil. D. Stake out on the ground the locations of all plants and obtain approval of the Owner's Repre- sentative before excavation is begun. E. Relocate incorrectly located plants at no expense to the Owner. 3.05 EXCAVATION A. Excavate the plant pit, centered at the location stake. B. Planting soil for backfilling shall be kept separate from excavated subsoil. C. Excavate the plant pit large enough to provide for at least six inches (6") of manufactured plant- ing soil mix backfill around and beneath the root system. D. Where surface or subsurface conditions prevent digging a plant pit to specified dimensions, ob- tain approval from Owner's Representative to modify location of pit dimensions. 3.06 PERCOLATION TESTING A. Notify Owner (UI BLS) prior to commencement of percolation testing. B. Randomly select a representative number of shrub plant pits in each shrub planting area and test for drainage prior to planting. C. Test all tree plant pits for drainage. D. Fill each selected plant pit with water and let stand for twenty-four (24) hours. E. Do not proceed with planting where drainage problems are apparent. F. Owner to review all percolation test areas prior to placing any plant materials. 3.07 PLACING PLANTING SOIL A. Planting soils shall be placed per Section 32 91 12.13 TOPSOIL PLACEMENT AND FINISH GRADING. 3.08 FERTILIZING BARE ROOT PLANTS A. Trees: One-half (1/2) pound per plant; mix with backfill. B. Shrubs: One-quarter (1/4) pound per plant; mix with backfill. N O 3.09 FERTILIZING B&B AND CONTAINER GROWN PLANTS :93.� —n A. Trees and Shrubs: Mix with manufactured planting soil backfill. B. Large shade trees: Two (2) pounds per inch of caliper. r- �r M C. Small trees: One (1) pound per inch of caliper. D. Shrubs: One-quarter (114) pound per foot height. �? E. Groundcover: One-eighth (1/8) pound per plant; place in bottom of plant pit. Y F. Herbaceous plants: One-eighth (1/8) pound per plant. PLANT MATERIAL AND PLANTING 02930-8 Iowa City # 16-97 Confluence No. 15106 3.10 PLANTING A. Place plant for best appearance B. Set plants vertical. C. Remove non -biodegradable containers D. Groundcover: Riverfront Crossings Park - Phase I City of Iowa City, Iowa 1. Cultivate groundcover areas six inches (6") deep and grade smooth immediately before planting groundcover plants. 2. Before planting, spread commercial fertilizer at the rate of one-eighth (1/8) pound per plant over entire groundcover area, and cultivate into top six inches (6") of soil. 3. Plant groundcover to within one foot (1) of trunk of tree or shrub planted within the area unless noted otherwise on the Drawings. 4. After planting and before mulching, spread weed preventer over plant bed soil surface as per manufacturer's recommendation. 5. Install mulch to depth of three inches (3") over entire groundcover bed. E. Balled and Burlapped and Container Grown Plants: 1. Center the root ball in the plant pit resting on six inches (6") of well tamped planting soil. 2. Backfill the plant hole with manufacturer planting soil mix placed in layers around the root ball. 3. Carefully tamp each layer in place in a manner to avoid injury to roots or ball. 4. When approximately two-thirds (2/3) of the plant hole has been backfilled, fill the hole with water and allow the soil to settle around the roots. 5. Set top of root ball level with the surrounding grade as shown in the Planting Details. 6. Place mulch as indicated in the Planting Details. 7. Cut cord or wire securing burlap at base of tree. 3.11 TREE STABILIZATION A. Install trunk stabilization as follows unless otherwise indicated: 1. Upright Staking and Tying: Stake trees of 2- through 5 -inch caliper. Stake trees of less than 2 -inch caliper only as required to prevent wind tip out. Use a minimum of two stakes of length required to penetrate at least 18 inches below bottom of backfilled excavation and to extend at least 72 inches above grade. Set vertical stakes and space to avoid penetrating root balls or root masses. 2. Use two stakes for trees up to 12 feet high and 2-1/2 inches or less in caliper, three stakes for trees less than 14 feet high and up to 4 inches 'In caliper. Space stakes equally around trees. o 3. Support trees with guying material per manufacturer's instructions 6txontarooints,l"h tree trunk. Allow enough slack to avoid rigid restraint of tree. " -o 11 A� B. Staking and Guying: Stake and guy trees more than 14 feet in height and noreihaz; incl Mn caliper unless otherwise indicated. Securely attach no fewer than three guys-tl pakes 30 irjcGes long, driven to grade. (t 1. Site -Fabricated Staking -and -Guying Method: x �n y N PLANT MATERIAL AND PLANTING 02930-9 Iowa City # 16-97 Riverfront Crossings Park — Phase I Confluence No. 15106 City of Iowa City, Iowa a. For trees, more than 6 inches in caliper, anchor guys to wood deadmen buried at least 36 inches below grade. Provide turnbuckle for each guy wire and tighten securely. b. Support trees with strands of cable or multiple strands of tie wire, connected to the brass grommets of tree -tie webbing at contact points with tree trunk and reaching to turnbuckle. Allow enough slack to avoid rigid restraint of tree. C. Attach flags to each guy wire, 30 inches above finish grade 2. Proprietary Staking and Guying Device: Install staking and guying system sized and positioned as recommended by manufacturer unless otherwise indicated and per manufpcturer's written instructions. C. Root -Ball Stabilization: Install at- or below -grade stabilization system to secure each new ing by the root ball unless otherwise indicated. Wood Hold -Down Method: Place vertical stakes against side of root ball and drive them into subsoil; place horizontal wood hold-down stake across top of root ball and screw at each end to one of the vertical stakes. a. Install stakes of length required to penetrate at least 18 inches below bottom of backfilled excavation. Saw stakes off at horizontal stake. b. Install screws through horizontal hold-down and penetrating at least 1 inch into stakes. Predrill holes if necessary to prevent splitting wood. C. Install second set of stakes on other side of root trunk for larger trees as indicated. 2. Proprietary Root -Ball Stabilization Device: Install root -ball stabilization system sized and positioned as recommended by manufacturer unless otherwise indicated and per manufacturer's written instructions. 3.12 WRAPPING A. Promptly after planting, wrap trunks of all deciduous trees with tree wrapping paper spirally from ground line to bottom branches. B. Neat and snug; materials held in place by a suitable cord; tapes are unacceptable. 3.13 PRUNING AND REPAIR A. Prior to initial inspection, prune all trees and shrubs and repair any injuries. B. Limit the amount of pruning to the minimum necessary to remove dead or injured branches and twigs C. Maintain the natural habit, shape and specified size of the plant. o D. Maintain central leader by cutting back potential co -dominant leader. o E. Where branches are adjacent to walks and trees are placed as street trees, Iili�anr;Bes to. - 7' o.- 7' height while maintaining proper crown proportions. m F. Make all cuts flush; leave no stubs. <r- y rn G. On all cuts over three-quarters inch (3/4") in diameter and bruises or scars oFtM baric, trade injured cambium back to living tissue and remove; smooth and shape woun(�I o as%9)t to r'btain water and coat the treated area with an approved antiseptic tree paint. '' W PLANT MATERIAL AND PLANTING 02930-10 Iowa City # 16-97 Confluence No. 15106 3.14 FIELD QUALITY CONTROL Riverfront Crossings Park — Phase I City of Iowa City, Iowa A. Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior to or during planting. 3.15 MULCH A. Shredded hardwood bark; a proprietary product, as manufactured by Xylem, LTD 1-800-736- 1356 or equivalent. B. Depth and locations as shown on drawings. C. Furnish in bags or bulk. D. Submit 5 -gallon bucket sample for approval by Owner's Representative. 3.16 CLEAN UP A. Remove any soil, compost, or similar material that has been brought onto paved areas by plant- ing operations keeping those areas clean at all times. B. Upon completion of the planting, dispose of all excess soil and stones resulting from the planting operation. C. Remove all debris, resulting from planting operations, from the site. 3.17 MAINTENANCE A. Begin immediately following installation of plants and continue for sixty (60) calendar days after installation or until Substantial Completion, whichever is later. B. Include watering, weeding, cultivating, mulching, removal of dead material, resetting plants to proper grades or upright position and restoration of the planting saucer, maintaining tight guy wires and other necessary operations. C. If any planting is done after lawn preparation, provide proper protection to lawn areas and repair any damage resulting from planting operation promptly at no cost to the Owner. D. Landscape Contractor is responsible for maintaining plants from their arrival on site until Substan- tial Completion. E. Furnish detailed written recommended maintenance program to the Owner with a copy to Own- er's Representatives, prior to Substantial Completion of the various planting areas. F. Maintenance performed by the Owner in accordance with recommended program will not affect the Landscape Contractor's obligation to guarantee and replace defective plants as here- in described. END OF SECTION a y m N PLANT MATERIAL AND PLANTING 02930-11 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa SECTION 02990 SITE FURNISHINGS AND EQUIPMENT PART 1GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 2. 3. 4. 1.03 SUBMITTALS Bicycle Racks Trash Receptacles Seating Elements + Benches Nature Play Site Features A. Product Data: Provide manufacturer's data for each type of product indicated. B. Samples for Verification: For each type of exposed finish required, prepared on Samples of size indicated below. 1. Size: Not less than 4 -inch -square sheet components. C. Manufacturer's Instructions: Indicate conditions requiring special procedures. D. Maintenance Data: For site furnishings to include in maintenance manuals. 1.04 QUALITY ASSURANCE A. Source Limitations: Obtain each type of site fumishing(s) through one source from a single manufacturer. B. Installer Qualifications: Company specializing in performing the work of this section and approved by manufacturer. PART 2 PRODUCTS 2.01 BICYCLE RACKS A. Basis -of -Design Product: Subject to compliance with requirements, provide the product indicated on Drawings: o 1. Landscape Forms Inc.: Loop Bike Rack. Mount: surface mount. Finish: M4L4 Sij wr. -v Cl) 2.02 TRASH RECEPTACLES —in -<r A. Basis -of -Design Product: Subject to compliance with requirements, provide ttielAdu];as m indicated on Drawings:�K a Q ' w ce SITE FURNISHINGS AND EQUIPMENT 02990-1 Iowa City # 16-97 Confluence No. 15106 Riverfront Crossings Park — Phase I City of Iowa City, Iowa 1. Landscape Forms Inc.: Lakeside Litter Receptacle. Style: Side -opening (30 gallons). Pattern: Grass. Size: 36" tall, 21" diameter. Mount: Surface mount. Finish: Metallic Silver. Liner Color: Black. 2.03 BENCHES A. Basis -of -Design Product: Subject to compliance with requirements, provide the product as indicated on Drawings: 1. Landscape Forms: Multiplicity Bench w/ straight back, center and end arms. Mount: surface mount. Materials: Jarrah wood. Finish: metallic silver. 2. Landscape Forms Inc.: Twig Bench. Finish: grey. Mount: Freestanding. 2.04 SITE FEATURES — ALTERNATE #4: NATURE PLAY AREA A. Basis -of -Design Product: Subject to compliance with requirements, provide the product as indicated on Drawings: 1. Historic Archways: Salvaged architectural features from doorways of from Sabin School. Palletized material will be provided by City of Iowa City — Parks & Rec Dept. 2. Landscape Forms Inc.: Lakeside Litter Receptacle. Style: Side -opening (30 gallons). Pattern: Grass. Size: 36" tall, 21" diameter. Mount: Surface mount. Finish: Metallic Silver. Liner Color: Black. 3. 1 Beam Bench: Salvaged feature from demo'd Railroad Bridge. Surface mount for bench (custom -build) 4. Fossil Dig Feature — Landscape Structures Inc. 5. Shell Dig Feature — Landscape Structures Inc. 6. 'Fallen Tree' Log and Slide Feature — Landscape Structures Inc. 7. 'The Stepper' Stone — Landscape Structures Inc. 8. 'The Peak' Stone — Landscape Structures Inc. 9. 'The Pinnacle' Stone — Landscape Structures Inc. 10. 'The Pointe' Stone — Landscape Structures Inc. 11. Reclaimed Rail Balance Beams (custom -build) 12. Log Tunnel Feature — Landscape Structures Inc. 13. Small Log Pile Balance Beams (custom -build) 14. Small Stepper Run (custom -build) 15. Large Stepper Run (custom -build) 16. Log Steppers (custom -build) N o 17. r Reclaimed Railroad Tie Zipper (custom -build) � J 4S2 �o 18. Large Log Pile Balance Beams (custom -build) a� 19. Tumble Berm with Tunnel (custom-build)"rtte-- CO 20. Playground Zipline —'Speedway' Berliner Seilfabrik Play Equipment Co. � = Q Q 21. Dinosaur Rib Cage Tunnel — Landscape Structures Inc. =E 22. Square Post Balance Beams (custom -build) ^� SITE FURNISHINGS AND EQUIPMENT 02990-2 Iowa City # 16-97 Confluence No. 15106 23. Railroad Tie Stepper Mounds (custom -build) 24. Ooodle Swing — Landscape Structures, Inc. 25. Swings with ParenUChild Seat — Gametime Co. PART 3 EXECUTION 3.01 EXAMINATION Riverfront Crossings Park — Phase I City of Iowa City, Iowa A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION, GENERAL A. Comply with manufacturer's written installation instructions unless more stringent requirements are indicated. Complete field assembly of site furnishings where required. 1. Unless otherwise indicated, install site furnishings after landscaping and paving have been completed. 2. Install site furnishings level, plumb, true, and securely anchored at locations indicated on Drawings. 3.03 CLEANING A. After completing site furnishing installation, inspect components. Remove spots, dirt, and debris. Repair damaged finishes to match original finish or replace component. WIiZ0]WX011[NL SITE FURNISHINGS AND EQUIPMENT 02990-3 N b A J - C-3� .V r r rn Q � w e. SITE FURNISHINGS AND EQUIPMENT 02990-3 APPENDIX A GEOTECHNICAL ENGINEERING REPORT N G=.l �l V A r rn a N Geotechnical Evaluation Report Proposed Riverfront Crossings Park U.S. Highway 6 Iowa City, Iowa Preparedfor HR Green, Inc. Professional Certification: I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa. My license renewal date is December 31, 2017. Timothy T. Wiles ®e,aeaoag® Principal Engineer ®®®� License Number: 12939 �% �� o March 8, 2017 VIBJE$ n - l�p � r s � dP Project: B1608580 to Braun Intertec Corporation e, a °®�. OD BRAUN INTERTEC BRAUN INTERTEC The Science You Build On. March 8, 2017 Aaron Gwinnup, PE HR Green, Inc. 8710 Earhart Lane SW Cedar Rapids, IA 52404 Re: Geotechnical Evaluation Riverfront Crossings Park U.S. Highway 6 Iowa City, Iowa Dear Mr. Gwinnup: Braun lntertec Corporation Phone: 319.365.0961 1901 16th Avenue SW, Suite 2 Fax: 319.365.1306 Cedar Rapids, IA 52404 Web: braunintertec.com Project 81608580 We are pleased to present this geotechnical evaluation for the proposed Riverfront Crossings Park in Iowa City, Iowa. A summary of our findings is presented in the attached report. Thank you for making Braun lntertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please call us at 319-365-0961. Sincerely, BRAUN INTERTEC CORPORATION )A"� Justin D. Humke, PE Associate Principal / Project Engineer Timothy T. Wiles, PECD N O Principal / Senior Engineer '.end =a- ;> n—< r --{ n CO i M �Y N AA/EOE Table of Contents Description Page A. Introduction......................................................................................................................................1 A.1. Project Description..............................................................................................................1 A.2. Background Information and Reference Documents..........................................................1 B. Results ..............................................................................................................................................1 B.1. Exploration Logs..................................................................................................................1 B.l.a. Log of Boring Sheets...............................................................................................1 B.1.b. Geologic Origins.....................................................................................................1 B.2. Geologic Profile...................................................................................................................2 B.2.a. Existing Fill..............................................................................................................2 B.2.b. Alluvial Soils............................................................................................................2 B.2.c. Glacial Outwash ......................................................................................................2 B.2.a. Glacial Till...............................................................................................................2 B.2.b. Residual Soils..........................................................................................................2 B.2.c. Highly Weathered Limestone.................................................................................3 B.2.d. Groundwater..........................................................................................................3 C. Basis for Recommendations ............ a...............................................................................................3 C.I. Design Details......................................................................................................................3 C.l.a. Anticipated Grade Changes....................................................................................3 C.l.b. Precautions Regarding Changed Information........................................................3 D. Recommendations and Discussion...................................................................................................4 D.I. Pedestrian Bridge................................................................................................................4 D.2. Parking Lot...........................................................................................................................5 D.2.a. Pavement Subgrade...............................................................................................5 D.2.b. Base Materials........................................................................................................5 D.2.c. Subgrade Proof-Roll...............................................................................................5 D.2.d. Subgrade Drainage.................................................................................................5 D.3. Proposed Wetland......................................................................................,,,....................5 D.4. Iowa River Bank Slope Stability..............................................................,,....................6 0 D.4.a. Site Visit, Visual Inspection................................................................6 D.4.b. Stability Analysis............................................................... .....6 D.5. Ralston Creek Sediment................................................................_--I --....m�......r�y�y 8 fj' D.6. Construction Quality Control........................................................off...._......,�. 8 D.6.a. Materials Testing.............................................................. �....tQ...... ............. 8 D.6.b. Cold Weather Precautions ................. ..............................D.........W9 �..................... E. Procedures........................................................................................................................................9 BRAUN INTERTEC E.1. Penetration Test Borings ............................. E.2. Material Classification ................................. F. Qualifications............................................................ F.1. Variations in Subsurface Conditions............ 9 F.1.a. Material Strata ............................... 9 F.1.b. Groundwater Levels ....................... F.2. Use of Report ............................................... F.3. Standard of Care .......................................... Appendix Boring Location Plan Log of Boring Sheets Descriptive Terminology TestAmerica Laboratory Report ................................................ 9 ................................................ 9 ................................................ 9 ................................................ 9 ................................................ 9 ..............................................10 ..............................................10 ..............................................10 O BRAUN INTERTEC N O J O X to BRAUN INTERTEC A. Introduction A.I. Project Description We understand that the project will consist of the construction of a walking trail throughout the site, wetlands on the southwest corner of the parcel, and possible parking areas in the northeast corner. Additionally, we also understand that a pedestrian bridge crossing a creek on the eastern edge of the site will be constructed as a part of the next phase of the project. A.2. Background Information and Reference Documents To facilitate our evaluation, we relied on our correspondence with HR Green, a preliminary site plan provided by HR Green, and a proposed boring location plan provided by HR Green. We also relied on Google Earth images of the site, and our experience in the area. B. Results B.I. Exploration Logs B.1.a. Log of Boring Sheets Log of Boring sheets for our penetration test borings are included in the Appendix. The logs identify and describe the geologic materials that were penetrated and present the results of penetration resistance tests performed within them and observed groundwater levels. Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings. The boundary depths likely vary away from the boring locations, and the boundaries themselves may also occur as gradual rather than abrupt transitions. B.1.b. Geologic Origins Geologic origins assigned to the materials shown on the logs and referenced wi based on: (1) a review of the background information and reference document classification of the geologic material samples retrieved during the course of our? (3) penetration resistance testing performed for the project, (4) available comrp� geologic processes and environments that have impacted the site and surrounQt51 (5) laboratory testing results on material samples retrieved during drilling. N n this:port were '(ted a&ve, (7nsual —a M tW3sudpaapce e>�ation, now ledgee 3a. Mh rea7h the t, and Q0 w w BRAUN INTERTEC HR Green, Inc. Project B1608580 March 8, 2017 Page 2 13.2. Geologic Profile B.2.a. Existing Fill All borings initially encountered existing fill, likely associated with the construction and/or the decommissioning of the waste water treatment facility previously located on the site, to depths ranging from 3 % to 13 feet below existing grade. The existing fill consisted of lean clay (CL) with varying amounts of sand, clayey sand (SC), and poorly graded sand (SP) with blow counts ranging from 4 to 17 blows per foot (bpf). 13.2.b. Alluvial Solis Below the existing fill in all borings except SB -2 and SB -3, cohesive and cohesionless alluvial soils were encountered below the exiting fill to depths ranging from 13'/: to 26 feet below existing grade. The cohesive alluvial soils consist of lean clay (CL) with varying amounts of sand that are generally dark brown to dark gray, moist to wet, and soft to rather medium in consistency, with blow counts ranging from 2 to 8 bpf. The cohesionless alluvial soils consist of clayey sand (SC), and poorly graded sand (SP) that are generally brown to gray, moist, and very loose to medium dense, with blow counts ranging from 2 to 12 bpf. 13.2.c. Glacial Outwash Below the alluvial soils in Borings SB -1, SB -6, SB -9, SB -10, SB -11, glacial outwash soils were encountered in to the depths ranging from 28 to 43'/: feet below existing grade. The glacial outwash soils consist of poorly graded sand (SP) with trace amounts of sand that is fine -to medium grained, moist, brown to gray, and, medium dense to very dense with blow counts ranging from 11 to 66 bpf. 11.2.a. Glacial Till Below the glacial outwash soils in Borings SB -1 and SB -9, glacial till soils were encountered to 38 to 42 feet below existing grade. The glacial till soils consist of sandy lean clay (CL) and clayey sand (SC) that is gray in color and moist to wet. The sandy clean clay (CL) is rather stiff in consistency with a blow count ranging from 9 to 10 bpf, and the clayey sand is medium dense in consistency, with a blow count of 15 bpf. 0 C J A ,1 B.2.b. Residual Soils D T A —C Below the glacial outwash soils in Borings SB -10, SB -11, and 513-12, residual soil we "ricaonter d to depths ranging from approximately 41 to 48 feet below existing grade. The residATO cowsistsMayey s sand (SC) with gravel that is gray, wet, and very dense, with blow counts ranging 324g 55 bpf_' D � BRAUN INTERTEC HR Green, Inc. Project 81608580 March 8, 2017 Page 3 B.2.c. Highly Weathered Limestone Highly weathered limestone was encountered in Borings SB -1, SB -10, SB -12, and SB -13 to the auger refusal depths ranging from approximately 44 1/3 feet to 48 feet below existing grade. B.2.d. Groundwater Groundwater was observed while drilling at depths ranging from approximately 5 to 12 feet below existing grade. The water levels may vary depending on rainfall and the levels of the nearby Iowa River. Seasonal and annual fluctuations of groundwater levels should be anticipated. C. Basis for Recommendations C.1. Design Details C.1.a. Anticipated Grade Changes Based on a review of the site, it appears that the site is relatively flat, with approximately 10 feet of fall from the west side of the site along the Iowa River to the east side of the site along Ralston Creek. A proposed grading plan was not provided at the time of this submittal, but based on our preliminary site visit and conversations with you, we understand that the proposed grade will generally match the existing grade. CA.b. Precautions Regarding Changed Information We have attempted to describe our understanding of the proposed construction to the extent it was reported to us by others. Depending on the extent of available information, assumptions may have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, we should be notified. New or changed information could require additional evaluation, analyses and/or recommendations. BRAUN INTERTEC N _O d J n� �n c rrJ 3:10 M o� .� m w �D BRAUN INTERTEC HR Green, Inc. Project 81608580 March 8, 2017 Page 4 D. Recommendations and Discussion D.I. Pedestrian Bridge In general, highly weathered limestone bedrock was encountered at depths of approximately 41 to 48 feet below existing grade. Drill bit penetration, drill bit refusal depths, and the anticipated pile -tip elevations can be found below in Tables 1 and 2. Table 1: Initial Bridge Location Boring Number Boring Location Depth to Top of Bedrock Drill Bit Penetration Drill Bit Refusal Depth Anticipated Pile Tip Penetration west SB -1 Abutment 42 feet 4 feet 46 feet 46 feet to 50 feet Abutment SB -13 East 41 feet 3 1/3 feet 441/3 46 feet to 50 feet SB -10 46 feet 2 feet 48 feet 48 feet to 52 feet Abutment Table 2: Alternative Bridge Location Boring Number Boring Location Depth to Top of Bedrock Drill Bit Penetration Drill Bit Refusal Depth Anticipated Pile Tip Penetration West SB -12 Abutment 48 feet None 48 feet 50 feet to 54 feet East SB -13 Abutment 41 feet 3 1/3 feet 441/3 46 feet to 50 feet Based on the boring information and our experience with similar subsurface profiles, we estimate that the piles will be driven to about 2 to 8 feet penetration into the highly weathered limestone. The actual pile tip elevation should be determined during driving. Pile dynamic test (PDA) should be able to check the.compressive stress exerted on H piles along with end of driving axial resistance while driving especially when encountered at either potential early refusal or target end bearing unit,aeihichever should not exceed 90% of the yield strength of steel pile. Therefore, using PDA v ;APAP sQUjkare is —v 11 strongly recommended for pile capacity verification and compressive stress cheA;4 thFPproje=We. Preliminary plans were not provided at the time of this submittal, but we assum2�h0t tl �propM grade at the abutments will generally match the existing grade. Therefore, we df�i arttb0patKa t any w BRAUN INTERTEC HR Green, Inc. Project 81608580 March 8, 2017 Page 5 significant cuts or fills will be required. D.2. Parking Lot D.2.a. Pavement Subgrade To provide uniform support for the pavement sections, we recommend a minimum 24 -inch layer of engineered fill compacted to at least 98 percent of the material's maximum dry density as determined by a standard laboratory compaction test (ASTM D698) be placed directly below the pavements sections. D.2.b. Base Materials We recommend specifying a granular base beneath the proposed pavements. This layer should meet the material and compaction specifications of "Section 4121 Granular Subbase" as stated in the Iowa Department of Transportation Standard Specifications. D.2.c. Subgrade Proof -Roll Prior to placing aggregate base material, we recommend proof -rolling pavement subgrades to determine if the subgrade materials are in need of over excavation and replacement. If soft or unsuitable zones are identified in the proof -roll, we recommend replacing it with new fill. The new fill should be compacted to 98% of the maximum dry density. D.2.d. Subgrade Drainage We recommend installing perforated drainpipes throughout pavement areas at low points and about catch basins. The drainpipes should be placed in small trenches extended at least 8 inches below the granular subbase layer or aggregate base material where subbase is present. We recommend routing the subdrains to a nearby storm sewer, or to the ground surface if sufficient slope is allowable or drainage. 13.3. Proposed Wetland As requested, we estimated coefficients of permeability of site soils based on hydromete fA sting results in the area of the proposed wetland (SB -6, SB -7, and SB -8). The results can be fouZ5 belowdn Tables. :< A m 3 � T. SD D W BRAUN INTERTEC HR Green, Inc. Project B1608580 March 8, 2017 Page 6 Table 3. Boring Number Soil Type Coefficient of Permeability (ft/min) SB -6 Lean Clay (FILL) 1 x 10-7 to 1 x 10'8 SB -8 Sandy Lean Clay (FILL) 1 x 10 -Ito 1 x 10'8 SB -7 Poorly Graded Sand (FILL) 0.01 to 0.1 SB -7, SB -8 Lean Clay (Alluvial) 1 x 10-7 to 1 x 10-8 SB -6, SB -7 Poorly Graded Sand (Alluvial) 0.01 to 0.1 It should be noted that the composition of the existing fill encountered in our investigation varied across the site, making it difficult to assign a single specific coefficient of permeability to this layer. Additionally, there is potential for interconnected seams not encountered in our borings between the sandy fill soils and the sandy alluvial soils that may create preferential flow paths. This potential should be considered when evaluating the overall permeability. DA Iowa River Bank Slope Stability D.4.a. Site Visit, Visual Inspection A site visit was conducted to visually insect the conditions of the existing eastern Iowa River embankment slope. The visual inspections revealed several areas that which displayed visual signs of surficial failures, including slumping and Bluffing, and embankment erosion. Our visual inspection also revealed that concrete rip -rap had been put in place apparently as maintenance measures. D.4.b. Stability Analysis The stability of the existing Iowa River eastern riverbank embankment slope was analyzed by the computer program Slider"^, which is a component of the ROCSCIENCE' suite of programs. The riverbank stability was evaluated in its current state and flood event. The parameters used for the analyses were taken from our tests data, published correlations to index tests, and our experience in similar soils. The parameters are summarized in Table 9a. N o o -� p r �C-) rn E) n BRAUN INTERTEC HR Green, Inc. Project B1608580 March 8, 2017 Page 7 Table 9a. Stability Soil Parameters Soil Unit Weight (pcf) Long Term Cohesion (psf) Friction Angle (4)') Existing Fill 125 500 12 Alluvial Clay 113 0 28 Gray Glacial Till 132 0 32 Alluvial Clayey Sand 122 0 30 Alluvial/Outwash Sand 120 0 34 Below is a summary of the stability analyses for the riverbank at the two locations analyzed. Circular failure surface was investigated for all locations. Graphical representations of the critical analyses for each location are attached to the report. Table 9b. Stability Analysis Results Analysis Factor of Safety Current State (SB -9) 1.06 Flood Event (SB -9) 1.20 Current State (SB -11) 1.26 Flood Event (SB -11) 1.40 Post Improvements, 2.5:1 Slope (SB -9) 1.73 Post Improvements, 2.5:1 Slope (SB -11) 1.38 Rapid Drawdown Post Flood, 2.5:1 (SB -9) 1.34 Rapid Drawdown Post Flood, 2.5:1 (SB -11) 1.34 The results of our stability analysis confirmed the visual inspections that were performed during our field visits. The current riverbank slope is near an equilibrium state, and will likely continue to experience periodic shallow failures. In order to mitigate the risk of continuing surficial failures, we recommend that the riverbank slopes new proposed improvements be modified to accommodate a 2.51-1: 1V slope. - AM! INTERTEC HR Green, Inc. Project B1608580 March 8, 2017 Page 8 Generally this would mean removing soil approximately 6 feet back from the existing riverbank edge. Additionally, we recommend facing the riverbank with erosion protection to protect the exposed slope. Generally, factors of safety against slope failure for slopes not supporting structures are required be equal to or greater than 1.3. Based on our analyses and the soil conditions described above and shown in boring logs, the factor of safety for the proposed slopes exceeded the required values for sections analyzed. D.S. Ralston Creek Sediment Soil samples were collected on September 28, 2016 in two locations along Ralston Creek for sediment analysis. The locations of the soil samples are located on the Boring Location Plan in the appendix. The samples were collected with a hand auger at a depth of approximately 3 feet below ground surface and submitted to TestAmerica Laboratories in Cedar Falls, Iowa. The samples were analyzed for volatile organic compounds (VOCs) by EPA Method 8260C, semi -volatile organic compounds (SVOCs) by EPA Method 82701), the eight common RCRA metals by EPA Method 6010C, Total Cyanide by EPA Method 90128, Mercury by EPA Method 7471B, Polychlorinated Biphenyls by EPA Method 8082A, and Total Extractable Hydrocarbons by Iowa Method OA -2. The analytical results are summarized in Table 10. Table 10. Sediment Analytical Results Sample N o rJ �, v Waste D.6. Construction Quality Control Barium Chromium Lead Mercury ID = M We recommend slump, air content and strength tests of Portland cement corg4e. to Oil SB -4 55.9 12.7 7.06 < 0.0182 < 9.71 SB -5 111 16.7 38.5 0.0554 18.9 Notes: Concentrations of analytes are reported in milligrams per kilogram (mg/kg) < analyte was not detected above the laboratory reporting limit A copy of the TestAmerica Laboratory report as well as the chain of custody are included in the attachments. N o rJ �, v -71 D.6. Construction Quality Control cc) r r— D.6.a. Materials Testing = M We recommend slump, air content and strength tests of Portland cement corg4e. to 1� FIX -XV] INTERTEC HR Green, Inc. Project B1608580 March 8, 2017 Page 9 D.6.b. Cold Weather Precautions If site grading and construction is anticipated during cold weather, all snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No frozen soils should be used as fill. Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete should not be placed on frozen subgrades. Concrete should be protected from freezing until the necessary strength is attained. E. Procedures E.1. Penetration Test Borings The borings were staked prior to the arrival of our drill crews, and are shown on the attached boring location plan. Surface elevations were not obtained at the boring locations. The penetration test borings were drilled with a track -mounted drill rig equipped with hollow stem augers. The borings were performed in general accordance with ASTM D 1586. Split -spoon samples were taken at 2'/:- to 5 -foot intervals. Actual sample intervals and corresponding depths are shown on the boring logs. The drillers checked for groundwater as the penetration test borings were advanced. The boreholes were then backfilled and asphalt patched. A boring location sketch is included in the Appendix. E.2. Material Classification Split -spoon samples were taken and returned to our facility for review and storage. The geologic materials encountered were visually and manually classified by a geotechnical engineer staff in general accordance with ASTM Standard Practice D 2488. A chart explaining the classification system is attached. All laboratory testing was completed in accordance with all ASTM and AASHTO procedures. The laboratory test results are included on the attached boring logs. N F. Qualifications C-) iT >::74 n -c T -- F.1. Variations in Subsurface Conditions --A C) ;< rn , � s�. F.1.a. Material StrataZE z Our evaluation of the subsurface conditions was developed from a limited amountT site Z�g subsurface information. It is not standard practice to retrieve material samples from exploration locations continuously with depth, and therefore strata boundaries and thicknesses must be inferred to some BRAUN INTERTEC HR Green, Inc. Project B1608580 March 8, 2017 Page 10 extent. Strata boundaries may also be gradual transitions, and can be expected to vary in depth, elevation and thickness away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until additional exploration work is completed, or construction commences. If any such variations are revealed, our recommendations should be re-evaluated. Such variations could increase construction costs, and a contingency should be provided to accommodate them. FA.b. Groundwater Levels Groundwater observations were recorded on the field logs during drilling. It should be noted that the observation periods were relatively short, and groundwater levels can be expected to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. F.2. Use of Report This report is for the exclusive use of the parties to which it has been addressed. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation may not be appropriate for other parties or projects. F.3. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN INTERTEC N C� — mac") co <rn zs BRAUN INTERTEC FILED z 2 2017 APR 18 AN 9: ? 4 ClTY CLERK m ! G',iVA C I T Y. 10 zo SM Lu L, FILED 17 APR 18 AM 9: 41 CJTY CLERK 1OWA CITY, IOWA AWS 1 012412 01 6 TTW 10/2412016 B16-08250 NA sketch N 0 E5 q - a, o . n �-� Z r �� :<I ; rn E5; w BRAUN'" INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -01 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 31/4" HSA, Autohammer DATE: 9/28/16 SCALE: 1"=4' Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) TS - Topsoil 1.5 1-3-4 (7) _ FILL FILL: Lean Clay with Sand, dark brown and gray, moist 24-4 _ (8) 2-3-3 (6) 3-5-6 An open triangle in the water level (WL) column indicates — Q the depth at which groundwater was observed — while drilling. 13.0 1-2-4 CL SANDY LEAN CLAY, trace organics, dark gray, moist to wet, _ medium (6) (Alluvium) 18.0 3-5-6 SP POORLY GRADED SAND, trace Gravel, fine- to coarse-grained, _ brown, wet, medium dense 01) (Glacial Outwash) _ N O �J — y ^gid — 3-5- co r m M - C:) o — -7-1 _ (17) 81608580 Braun Intertec Corpora8on SB -01 page 1 of 2 BRAUN" INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -01 Cont.) Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.HuntlC.Gracey METHOD: 31/4' HSA, Autohammer DATE: 9/28/16 SCALE 1" = 4' Depth feet Description of Materials BPF WL Tests or Notes 32.0 Symbol (Sail -ASTM D2488 or D2487, Rock -USAGE EM 1110-1-2908) POORLY GRADED SAND, trace Gravel, fine- to coarse-grained, brown, wet, medium dense (Glacial Outwash) (continued) -10-1 _ (22) 38.5 6-6-9 (15) _ SC CLAYEY SAND, trace Gravel, fine-grained, gray, wet, medium dense — (Glacial Till) 42.0 LS Highly weathered LIMESTONE _ (Bedrock) 50/3" 50/3" 46.0 END OF BORING. 50/0" Water observed at 10 feet while drilling. Boring then backfilled. N O - -J -4 _ F• m f�1 3 0 - x � w B1608580 Braun Intertec Corporation SB -01 page 2 of 2 BRAUN" INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -02 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R_Hunt/C.Gracey METHOD: 3 1/4" HSA, Autohammer DATE: 9126/16 SCALE: V = 4' Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) TS =: Topsoil 1.5 6-5-5 (10) _ FILL FILL: Clayey Sand, fine-grained, brown, moist 4-4-4 (6) _ 2-3-4 (7) 2-4-4 _ (6) 10.0 END OF BORING. Water not observed while drilling. Boring then backfilled. N O n a r co = rn 70 81608580 Braun Intertec Corporation SB -02 page 1 of 1 K m BRAIN" INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -03 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 31/4" HSA, Autohammer DATE: 9/26116 SCALE: V = 4' Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Sail -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) TS' ":' Topsoil 1.5 3-4-4 (8) _ FILL FILL: Lean Clay, trace Sand, dark brown and gray, moist 3-3-3 _ (6) 3-3-4 _ (7) 2-3-3 10.0 END OF BORING. Water not observed while drilling. Boring then backfilled. 0 a -n D- �C-)G _ < -F m -;* -V v 4 - v Q3 .o B1608580 Braun Intertec Corporation 58-03 page 1 of 1 BRAUN" INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -06 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 3 1/4" HSA, Autohammer DATE: 9/26/16 SCALE: 1" = 4 - Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or 02487, Rock-USACE EMI 110-1-2908) TS - Topsoil 1.5 1-2-3 (5) _ FILL FILL: Lean Clay, trace Sand, brown and gray, moist 3.5 4-4-4 (8) _ SP ` POORLY GRADED SAND, fine-grained, brown, wet, loose (Alluvium) s _ 2-4-4 (8) -2-3-4 _ (7) 13.5 -21-4 (66) _ SP ` POORLY GRADED SAND, trace Gravel, fine-grained, brown, wet, very dense 15.0 (Glacial Outwash) _ END OF BORING. Water observed at 5 feet while drilling. Boring then backfilled. N O — 4 rn -� p - D c B1b08580 Braun Intenec Oorporallon JH-Ub page 1 of 1 THRUST Bi PLU BLOCK SWIVEL E ANCHOR TE TRACER WIE XNOTEW TRACER TERMINAL BOX NOT SHOWN FOR CLARITY, TERMINAL BOX IS PLACED 1' FROM HYDRANT, REFER TO FIGURE 7,2 rn TC- \/AI sir BOLDING SPOOL IR MEGA LUG CONCRETE THRUST BLOCK —THRUST BLOCK IYDRANT vM01'A110 VA01 M83101'1CJ IC:6 NV 81 dJVLIOZ DEADEND HYDRANT DETAIL (Fig. 7.3) (1311A NOT TO SCALE V , . REVISED 11/2009 S..E GTAMDETP' %TANDARDS- Watt DivisimWmdmc_byd(T3).dwS 3/11201011627 PM 20' OF PIPE AFTER VALVE FOR FUTURE (12' AND LARGER MAY REQUIRE ADDITI❑NAL FEET OF PIPE) EXTEND TRACER WIRE TO END OF PIPE HOLDING SPOOL OR MEGA LUG BLOC SWIVEL OR ANCHOR TEE EXTEND TRACER WIRE TO END OF PIPE VM0M110 VM01 N83'13 AM Ch:6 Nb 81 8JVLIN 03 1IJ ANOTEW TRACER TERMINAL BOX NOT SHOWN FOR CLARITY, TERMINAL BOX IS PLACED 1' FROM HYDRANT, REFER TO FIGURE 7,2 GATE VALVES BLOCK HOLDING SPOOL OR RODDED OR MEGA LUG CONCRETE THRUST BLOCK BLOCK HYDRANTS: 4�° FOR 12" DIA. 54" FOR 16" DIA. HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION (Fig. 7.4) MAINS OR SMALLER MAINS OR LARGER REVISED 11/2009 BRAUNm INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -07 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 3 1/4" HSA, Autohammer DATE: 9/26/16 SCALE: 1" = 4' Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM 1110-1-2908) TS =. Topsoil 1.5 2-3-4 (7) _ FILL FILL: Poorly Graded Sand, trace Clay pockets, fine-grained, brown, moist 3-2-1 (3) 5.0 CL LEAN CLAY, trace Sand, dark gray, moist, rather soft _ (Alluvium) 1-2-3 (5) 8.5 3-3-2 (5) $Z _ SP ' .: POORLY GRADED SAND, fine- to coarse-grained, brown, wet, loose to medium dense (Alluvium) 2-6-6 (12) 15.0 END OF BORING. Water observed at 8 1/2 feet while drilling. Boring then backfilled. N U C-) _ r co M — • m � :X sn — w �O 81608580 Braun Intertec Corporation sti--v page r or i BRAUN °' INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -08 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 3 1/4" HSA, Autohammer DATE: 9/26/16 SCALE: V =4' Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) TS =' Topsoil _ P 1.5 2-4-4 (8) _ FILLFILL: Sandy Lean Clay, trace Gravel, dark brown and gray, dry to moist 4-5-6 5.0 CL LEAN CLAY, trace Sand, dark gray, moist, rather soft _ (Alluvium) 1-2-3 (5) 7.5 SZ _ SC�� CLAYEY SAND, f ne-grained, dark brown and gray, moist to wet, --. very loose — (Alluvium) (2) 10.0 END OF BORING. Water observed at 8 feet while drilling. Boring then backfilled. N J — n a -o - r Zi C-)CX) I`Tl B1bo8580 Braun Intertec Corporation SB -08 page 1 of 1 BRAUN" INTERTEC LOG OF BORING Braun Project 81608580 BORING: SB -09 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.HunVC.Gracey METHOD: 3 1/4" HSA, Autohammer DATE: 9/27/16 SCALE: 1" = 4' Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) TS = Topsoil 1.5 _ FILL FILL: Sandy Lean Clay, trace Gravel and concrete fragments, brown and gray, moist 6.0 1-1-1 (2) CL LEAN CLAY with SAND, dark brown, moist to soft _ (Alluvium) 8.0 SC CLAYEY SAND, fine- to medium -grained, dark brown, moist _ (Alluvium) Q 13.5 10-1 (25) _ SP .`:.:: POORLY GRADED SAND with GRAVEL, fine-grained, brown, wet, medium dense to dense (Glacial Outwash) -25- 0 (45) N 1-8-C �, (17) —1 1 co r r m _rri_ � 0 � 28.0 3-5-5 � J CL SANDY LEAN CLAY, trace Gravel, gray, moist to wet, rather stiff (Glacial Till) (10) 81608580 Braun lntene c rporauon an-ua page i o, 2 BRAUN'" INTERTEC �•z�Z•]>�=x•7:7 �, rr] Braun Project B1608580 BORING: SB -09 (cont.) Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 3 1/4" HSA, Autohammer DATE: 9127116 SCALE: 1" = 4 - Depth feet Description of Materials BPF WL Tests or Notes 32.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) ! SANDY LEAN CLAY, trace Gravel, gray, moist to wet, rather stiff _ (Glacial Till) (continued) 3-4-5 _ (9) 38.0 50/0" END OF BORING. Water level obscured due to mud rotary drilling method. Boring then backfilled. N O _ � T r _ � m M 81608580 Braun Intertec Corporation SB -09 page 2 of 2 BRAUN" INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -10 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 31/4" HSA, Autohammer DATE: 9/28/16 SCALE: 1" = 4' Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) TS .. Topsoil 1.5 3-3-5 (8) _ FILL FILL: Lean Clay, trace Sand and Gravel, dark brown, moist 6-7.6 (13) _ 3-3-5 (8) 8.0 ------------------------------ FILL: Clayey Sand, fine-grained, gray, moist 4-5-4 FILL (9) 10.0 SP .`. ':. POORLY GRADED SAND, brown, wet, loose Q 3-3-5 _ (8) 3-4-2 (6) 21.0 POORLY GRADED SAND, trace Gravel, brown, wet, loose to medium dense (Glacial Outwash) 4-6-9 0 _ (15) , --) x — -15-15 w _ (30) 81608580 Braun Inteeec Corpora8on SB -10 page i of 2 BRAUN" INTERTEC LOG OF BORING Braun Project 81608580 BORING: SB -10 Cont.) Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 31/4" HSA, Autohammer DATE: 9/28/16 SCALE: V. = 4' Depth feet Description of Materials BPF WL Tests or Notes 32.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) - POORLY GRADED SAND, trace Gravel, brown, wet, loose to medium dense i (Glacial Outwash) (continued) -9-1 _ I (19) 5-7-8 _ (15) 43.5 2171-30-2 (55) 5 _ SC -- GRAVELLY CLAYEY SAND, with GRAVEL, fine- to coarse-grained, gray, wet, very dense — (Residuum) 46.0 LS Highly weathered LIMESTONE 48.0 END OF BORING. Water observed at 12 feet while drilling. Boring then backfilled. — N CJ _ C-)� - r __qC_J — =<q t -t Q —X kD D � 81608580 Braun Intertec Corporation SB -10 page 2 of 2 BRAUN'" INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -11 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 31/4" HSA,Autohammer DATE: 9/27/16 SCALE: 1"=4' Depth feet Description of Materials BPF WL Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) TS L. Topsoil 1.5 1-2-2 (4) _ FILL FILL: Clayey Sand trace Gravel and rubble, fine-grained, brown, moist 10- (17) 6.0 ------------------------------ FILL: Lean Clay, trace Sand and Gravel, brown, moist FILL 8.0 CL LEAN CLAY, trace Sand, dark brown, moist, soft to medium _ (Alluvium) Q 1-3-5 (8) 18.0 -14-16 SP :: POORLY GRADED SAND, trace Gravel, fine -to coarse-grained, brown, wet, medium dense to dense (30) (Glacial Outwash) - N O -20-27 — I _ (47) n Co r (jl 25.5 50/0" 70 — END OF BORING. _ Water observed at 10 feet while drilling. w — Boring then backfilled. 81608580 Braun Intertec Corporation be -ii page i or i 0 m 0 BRAUN' INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -12 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 3 1/4" HSA, Autohammer DATE: 1/11116 SCALE: V. = 4' Depth feet Description of Materials BPF WL MC Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) % TS FILL L Topsoil i — FILL: Lean Clay, trace Sand, Gravel and brick, dark brown and I— i dark gray, moist to wet 5 30 2 23 13.0 CL SANDY LEAN CLAY, Organics, dark gray, wet, very soft _ (Alluvium) IWOH 31 _ OH 34 23.0 G SP (;. '. POORLY GRADED SAND, trace Gravel, fine- to coarse-grained, _ brown, wet, medium dense 13 y (Glacial Outwash) rr _ 13 F- 81608580 Braun intertec Corporation SB -12 page 1 of 2 BRAUN M INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -12 cont. Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 3114" HSA, Autohammer DATE: 1111/16 SCALE: 1" =4' Depth feet Description of Materials BPF WL MC Tests or Notes 32.0 Symbol (Soil -ASTM 02488 or D2487, Rock-USACE EM1110-1-2908) % POORLY GRADED SAND, trace Gravel, fine- to coarse-grained, brown, wet, medium dense (Glacial Outwash) (continued) 24 23 42.0 GC SANDY CLAYEY GRAVEL, fine-grained, brown and gray, wet, _ dense (Residuum) 34 48.0 END OF BORING. Water obscured due to mud rotary drilling method. Boring then backfilled. — N O s T � -n. M - _ o _ 0.0 81608580 Braun intenec corporation 5&i< page n or z BRAUN' INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -13 Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 31/4" HSA, Autohammer DATE: 11/1/16 SCALE: 1" = 4' Depth feet Description of Materials BPF WL MC Tests or Notes 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % TS FILL = Topsoil - FILL: Lean Clay, trace Sand, dark brown, moist 8 28 8.5 5 24 _ CL SANDY LEAN CLAY, dark brown, moist, rather soft (Alluvium) 13.5 12 _ SP POORLY GRADED SAND, fine- to coarse-grained, brown, wet, medium dense to very loose — (Alluvium) 6 R 3` N o y b —p 26.0 - i n co r SP POORLY GRADED SAND, trace Gravel, fine- to coarse-grained, _ brown, wet, medium dense r- rn (Glacial Outwash) h1 = 70 21 Z_ Braun Intertec Corporation SB -13 page 1 of 2 BRAUN' INTERTEC LOG OF BORING Braun Project B1608580 BORING: SB -13 cont. Geotechnical Evaluation LOCATION: See attached sketch. Riverfront Crossing Iowa City, Iowa DRILLER: R.Hunt/C.Gracey METHOD: 3 1/4" HSA, Autohammer DATE: 11/1/16 SCALE: 1" = 4' Depth feet Description of Materials BPF WL MC Tests or Notes 32.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % POORLY GRADED SAND, trace Gravel, fine- to coarse-grained, brown, wet, medium dense (Glacial Outwash) (continued) 19 38.0 GC SANDY CLAYEY GRAVEL, fine-grained, brown and gray, wet, dense 32 (Residuual) 41.0 LS Highly weathered LIMESTONE _ (Bedrock) — 44.3 AUGER REFUSAL AT 44 1/4 FEET. 50/3" Water level obscured due to mud rotary drilling method. Boring then backfilled. — N O _ s o _ w 81608580 Braun Intertec oorporaaon so -13 page 2 ui < BRAUN INTERTEC Descriptive Terminology of Soil Standard D 2487 uIf j Classification of Soils for Engineering Purposes (Unified Soil Classification System) a. Based on the material passing the 3 -inch (75mm) sieve. b. If field sample contained cobbles or boulders, or both, add with cobbles or boulders or both" to group name, C. C°=D"fD,9 C"=(D30). DT x U.— d. n soil contains al 5% sand, add 'with sand" to group name. e. Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt GW -GC well -graded gravel with clay GP -GM poorly graded gravel with sift GP -GC poorly graded gravel with clay f. nfines classify as CL -ML, use dual symbol GC -GM or SC -SM. 9. If fines are organic, atltl with organic fines: to group name. h. If sail contains al 5% gravel, add with gravel" to group name. I. Sand with 5 to 12% fines require dual symbols: SW -SM well -graded sand with sift SW -SC well -graded sand with clay SP -SM poorly graded sand with sift SP -SC poorly graded sand with clay 1. If Anerberg limits plot In hatched area, soil is a CL -ML, silty clay. k. If soil contains 10 to 29% plus No. 200, atltl with sand' or "with gravel" whichever is predominant. I. If soil contains z 30% plus No. 200. predominantly mind, add'sandy'to group name. m. N soil contains z 30% plus No. 200, predominantly gravel, add -gravelly to group name. n. PI t 4 and plots on or above'A' line. o. PI < 4 or plots below "A' line. p. PI plots on or above 'A' lines. q. PI plots below "A' line. GL 'a W w 40 30 20 Criteria for Assigning Group Symbols and Soils Classification WD Group Names Using Laboratory Test Group MC ME SG LL Symbol Group Name b c Gravels Clean Gravels C.k4and15C.S 3s GW Well -graded gravel° _• 'm o More than 50% of Less than 5% fines • C < 4 and/or 1 > C > 3 ° GP poorly graded gravel 0 c coarse fraction Gravels with Fines Fines W n MLU MH GM SI revel d 1 9" g� retained on Fines classify as CL car CH GC Clayey gravel p'g e � No. 4 sieve More than 12% fines; • g ° " p a-. Sands Clean Sands C. 2 6 and 1 S C. 53 SW Well -graded sand C x,Z 50% or more of Less than 5% fines' C < 6 and/or 1 > Cc' 3 ° SP Poorly graded sand" c coarse fract,on Sands with Fines Fines classify as ML Ix MH fY SM Silty sand ri" ry u e passes MENNEN Fines classify as CL or CH SC Cls sand ra" E No. 4 sieve More than 12% 1 o PI > 7 and plot on or above W fire, t Inorganic CL Lean CIIY' w c Sihs and PI < 4 or plot below "A' liner ML Sift"' • d a : limit Liquid limit less than 50 Organic LiquidLiquidlimit -oven dried c 0.75 GL Organic clsY t • " c • n Liquid limit - not dried OL Organic sin ` • ° eeo g N PI plots on or above'A" CH Fat E d Slit and clays Inorganic PI plots bebw'A' Rae MH Elastic sin ` e c g z lima Liquid limit - oven dried Organic < 0'75 ON Organic clay • a LL 50 or 50 or more n Liquid Imet -not dried H organic sin • " Highly Organic Soils Primarily organic matter, dark in color and organic odor PT Peat a. Based on the material passing the 3 -inch (75mm) sieve. b. If field sample contained cobbles or boulders, or both, add with cobbles or boulders or both" to group name, C. C°=D"fD,9 C"=(D30). DT x U.— d. n soil contains al 5% sand, add 'with sand" to group name. e. Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt GW -GC well -graded gravel with clay GP -GM poorly graded gravel with sift GP -GC poorly graded gravel with clay f. nfines classify as CL -ML, use dual symbol GC -GM or SC -SM. 9. If fines are organic, atltl with organic fines: to group name. h. If sail contains al 5% gravel, add with gravel" to group name. I. Sand with 5 to 12% fines require dual symbols: SW -SM well -graded sand with sift SW -SC well -graded sand with clay SP -SM poorly graded sand with sift SP -SC poorly graded sand with clay 1. If Anerberg limits plot In hatched area, soil is a CL -ML, silty clay. k. If soil contains 10 to 29% plus No. 200, atltl with sand' or "with gravel" whichever is predominant. I. If soil contains z 30% plus No. 200. predominantly mind, add'sandy'to group name. m. N soil contains z 30% plus No. 200, predominantly gravel, add -gravelly to group name. n. PI t 4 and plots on or above'A' line. o. PI < 4 or plots below "A' line. p. PI plots on or above 'A' lines. q. PI plots below "A' line. GL 'a W w 40 30 20 10 7 4 00 10 16 20 30 40 50 W 70 6o go 100 110 Liquid Limit (LL) Laboratory Tests DD Dry density, pct OC WD Wet density. pcg s MC ME SG LL Liquid limit, % POEM PL Plastic limits, % 0 PI Plasticity index. % qu KIM % passing 200 sieve qp "A" line Clay ...................... <No. 200, PI > 4 and on or about "A" line I®MP,■■.■■ ,MON...■ MENNEN 10 7 4 00 10 16 20 30 40 50 W 70 6o go 100 110 Liquid Limit (LL) Laboratory Tests DD Dry density, pct OC WD Wet density. pcg s MC Natural moisture camera, % SG LL Liquid limit, % C PL Plastic limits, % 0 PI Plasticity index. % qu KIM % passing 200 sieve qp Organic content, % Percent of saturation, % Specific gravity Cohesion, list Angle of Internal friction Unconfined compressive strength, psf Pocket penetrometer strength, ter Particle Size Identification Boulders ................. over 12" Cobbles ................. 3• to 12" Gravel 11 to 30 PPF Coarse........... 3/4" to 3" Fine ................ No. 4 to 3/4" Sand 13 to 16 BPF Coarse........... No. 4 to No. 10 Medium .......... No. 10 to No. 40 Fine ................ No. 40 to No. 200 Silt ......................... <No. 200, PI< 4 or below "A" line Clay ...................... <No. 200, PI > 4 and on or about "A" line Relative Density of Cohesionless Soils Very Loose ............. 0 to 4 BPF Loose ..................... 5 to 10 BPF Medium dense ....... 11 to 30 PPF Dense .................... 31 to 50 BPF Very dense ............. over 50 BPF Consistency of Cohesive Soils Very soft ................. 0 to 1 BPF Soft ........................ 2 to 3 BPF Rather soft ............. 4 to 5 BPF Medium .................. 6 to 8 BPF Rather stiff ............. 9 to 12 BPF Stiff ........................ 13 to 16 BPF Very stiff ................. 17 to 30 BPF Hard ....................... over 30 BPF Drilling Notes Standard penetration test borings were advanced by 3 1/4" or 6 1/4" ID hollow -stem augers, unless noted otherwise. Jetting water was used to dean out auger prior to sampling only where indicated on logs. All samples were taken with the standard 2" OD split -tube samples, except where noted. Power auger borings were advanced by 4" or 6" diameter continuous flight, solid -stem augers. Soil classifications and strata depths were inferred from disturbed samples augered to the surface, and are therefore, somewhat approximate. Hand auger borings were advanced manually with a 1 1/2" or 3 1/4" diameter auger and were limited to the depth from which the auger could be manually withdrawn. BPF: Numbers indicate blows per foot recorded in standard penetration test, also known as "N" value. The sampler was set 6" into undisturbed soil below the hollow -stem auger. Driving resistances were then counted for second and third 6" increments, and added to gej,WF. Where they differed significantly, they are-t'Sported hEMe following form: 2/12 for the second and third 8nncremellle, respectively. WH: WH indicates thkAplerAnetrat dQi under weight of hammer and rods fltOrteKdrivCO not r 'trod. CO WR: WR indicates t --q ampler penetra oil under weight of rods alone; hammaC%O- Mht, & drivi g t required. O -13 ,T ^ W: TW indicates tMflFlvAled EDdnturs¢L,1 kube sample. Note: All tests were run :2 general accordance with applicable ASTM standards. R_ 913 ....... LINKS Review your project results through Total Access Have a Question? f-, Ask The Ex ert Visit us at: www.testamericainc.com TestAmerica THE LEADER IN ENVIRONMENTAL TESTING ANALYTICAL REPORT TestAmerica Laboratories, Inc. TestAmerica Cedar Falls 704 Enterprise Drive Cedar Falls, IA 50613 Tel: (319)277-2401 TestAmerica Job ID: 310-90316-1 Client Project/Site: Riverfront Crossing Park B1608580 For: Braun Intertec Corporation 1901 16th Avenue SW Suite 2 Cedar Rapids, Iowa 52404 Attn: Ashley E Pasakarnis Authorized for release by: 10/6/2016 4:46:24 PM Sandie Fredrick, Project Manager II (920)261-1660 sandie.fredrick@testamericainc.com N O a A� C-)� r C') m = o Q � uD This report has been electronically signed and authorized by the signatcv. Electrohi signature is intended to be the legally binding equivalent of a traditionally handwritten signatUR Results relate only to the items tested and the sample(s) as received by the laboratory. I Client: Braun Intertec Corporation TestAmerica Job ID: 31D-903161 Project/Site: Riverfront Crossing Park 61608580 Table of Contents CoverPage .............................................. 1 Table of Contents ......................................... 2 Case Narrative ........................................... 3 Sample Summary ......................................... 4 Detection Summary ........................................ 5 Client Sample Results ...................................... 6 Definitions ............................................... 12 Surrogate Summary ....................................... 13 QC Sample Results ........................................ 15 QC Association ........................................... 24 Chronicle................................................ 27 Method Summary ......................................... 29 Chain of Custody .......................................... 30 Receipt Checklists ......................................... 32 TestAmerica Cedar Falls Page 2 of 32 10/6/2016 N O a —n 4 C-) M o a - F - TestAmerica Cedar Falls Page 2 of 32 10/6/2016 Case Narrative Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park 81608580 Job ID: 310-90316-1 Laboratory: TestAmerica Cedar Falls Narrative Job Narrative 310-90316-1 Comments No additional comments. TestAmerica Job ID: 310-90316-1 Receipt The samples were received on 9/28/2016 4:10 PM; the samples arrived in good condition, properly preserved and, where required, on ice. The temperature of the cooler at receipt was 2.9° C. GC/MS VOA Method(s) 8260C: The continuing calibration verification (CCV) associated with batch 310-143094 recovered above the upper control limit for Vinyl chlodde(30.4%D), Chloroethane(72.7%D), and Tdchlorofluoromethane(37.5%D). The samples associated with this CCV were non -detects for the affected analytes; therefore, the data have been reported. The following sample is impacted: (CCV 310-143094/4). Method(s) 8260C: The continuing calibration verification (CCV) associated with batch 310-143094 recovered above the upper control limit for 1, 1 -Dichloroethene(20.1 %D). The samples associated with this CCV were non -detects for the affected analytes; therefore, the data have been reported. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. GUMS Semi VOA Method(s) 8270D: The following sample was diluted due to the nature of the sample matrix: SB -5 (310-90316-2). Elevated reporting limits (RLs) are provided. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. GC Semi VOA Method(s) OA -2: The surrogate recovery for the blank associated with preparation batch 310-143004 and analytical batch 310-143227 was outside the upper control limits. Samples will be re-prepped and analyzed. Method(s) OA -2: Surrogate recovery for the following sample was outside control limits: SB -5 (310-90316-2). Evidence of matrix interference is present; therefore, re -extraction and/or re -analysis was not performed. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Metals No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. General Chemistry N O No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. o b Organic Prep n r No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. c.-1 Co 1 <� M VOA Prep 0 No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. io 4 •• TestAmerica Cedar Falls Page 3 of 32 10/6/2016 Sample Summary Client: Braun Intertec Corporation TestAmerica Job ID: 310-90316-1 Project/Site: Riverfront Crossing Park 81608580 Lab Sample ID Client Sample ID Matrix Collected Received 310-90316-1 S84 Soil 0928/1610:30 09/28/1616:10 310-90316-2 S&5 Soil 09/28/1611:00 0928/1616:10 c, � N O �J � n � —4 x, C-) -< �C-)CO - r �F = M { o n TestAmerica Cedar Falls Page 4 of 32 10/6/2016 Detection Summary Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park 81608580 TestArnerica Job ID: 310-90316-1 1 Client Sample ID: S13-4 Lab Sample ID: 310-90316-1 Analyte Result Qualifier RL MDL Unit oil Fac D Method Prep Type Barium 55.9 0.393 mg/Kg 1 0 6010C Total/NA Chromium 12.7 0.767 mg/Kg 1 0 6010C Total/NA Lead 7.06 3.93 mg/Kg 1 rt 6010C Total/NA 1 + 6010C Total/NA Chromium Client Sample ID: S13-5 0.990 mg/Kg 1 Lab Sample ID: 310-90316-2 Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type Waste Oil 18.9 9.85 mg-ft1 - w OA -2 TotaVNA Barium 111 0.495 mg/Kg 1 + 6010C Total/NA Chromium 16.7 0.990 mg/Kg 1 6010C Total/NA Lead 38.5 4.95 mg/Kg 1 0 6010C Total/NA Mercury 0.0554 0.0249 mg/Kg 1 74718 Total/NA This Detection Summary does not include radiochemical test results. N C _ J -Z3 "n - 00 r �rn 's f ,CT9 1 - w �o TestAmerica Cedar Falls Page 5 of 32 10/6/2016 Client Sample Results Client: Braun Intertec Corporation TestAmerica Job ID: 310-90316-1 Project/Site: Riverfront Crossing Park 81608580 Client Sample ID: SBA Lab Sample ID: 310-90316-1 Date Collected: 09/28/16 10:30 Matrix: Soil Date Received: 09/28/1616:10 percent Solids: 83.6 Method: 8260C - Volatile Organic Compounds by GC/MS Analyte Result Qualifier RL Acetone <142 142 Benzene <14.2 14.2 Bromobenzene <14.2 14.2 Bromochloromelhane <14.2 14.2 Bromod ichlorometha ne <14.2 14.2 Bromoforrn <28.4 28.4 Bromomethane <56.9 56.9 2-Butanone (MEK) <142 142 n-Butylbenzene <14.2 14.2 sec-Butylbenzene <14.2 14.2 tert-Butylbenzene <14.2 14.2 Carbon disulfide <14.2 14.2 Carbon tetrachloride <14.2 14.2 Chlorobenzene <14.2 14.2 Chlorodibromomethane <14.2 14.2 Chloroethane <56.9 56.9 Chloroform <14.2 14.2 Chloromethane <56.9 56.9 2-Chlorotoluene <14.2 14.2 4-Chlorotoluene <14.2 14.2 1,2-Dibromo-3-Chloropropane <142 142 1,2-Dibromoethane (EDB) <142 142 Dibromomethane <14.2 14.2 1,2 -Dichlorobenzene <14.2 14.2 1,3 -Dichlorobenzene <14.2 14.2 1,4 -Dichlorobenzene <14.2 14.2 Dichlorodifluoromethane <42.7 42.7 1,1-Dichloroethane <14.2 14.2 1,2-Dichloroethane <14.2 14.2 1,1-Dichloroethene <14.2 14.2 cis-1,2-Dichloroethene <14.2 14.2 Vans-1,2-Dichloroethene <14.2 14.2 1,2-Dichloropropane <14.2 14.2 1,3 Dichloropropane <14.2 14.2 2,2-Dichloropropane <56.9 56.9 1,1-Dichloropropene <14.2 14.2 cis-1,3-Dichloropropene <14.2 14.2 trans-1,3-Dichloropropene <14.2 14.2 Ethylbenzene <14.2 14.2 Hexachlorobutadiene <71.1 71.1 Hexane <71.1 71.1 Isopropylbenzene <14.2 14.2 p-lsopropyltoluene <14.2 14.2 Methylene Chloride <142 142 Methyl lert-butyl ether <14.2 14.2 Naphthalene <71.1 71.1 N-Propylbenzene <14.2 14.2 Styrene <14.2 14.2 1,1,1,2 -Tetrachloroethane <14.2 14.2 MDL Unit D Prepared Analyzed oil Fac ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg # 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg o 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30116 07:42 09/30116 10:54 1 ug/Kg +* 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg +* 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg # 09/30/16 07:42 09/30/16 10:54 1 ug/Kg + 09/30/1607:42 09/30/1610:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg +% 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg -09/30/16 07:42 09/30/16 10:54 1 ug/Kg r% 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/16 07:42 09/30116 10:54 1 ug/Kg +* 09/30/1607:42 0913011610:54 1 ug/Kg 09/30/16 07:42 09130116 10:54 1 ug/Kg 09/30/1607:42 09/3011610:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09130//6 07:42 09130/16 10:54 1 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 ug/Kg 09/30/1607:42 09/30/1610:54 1 ug/Kg +* 09/30/16 07:42 09/30116 10:54. 1 ug/Kg 09/30/16 07:42 09/30/16 10;54 1 ug/Kg 09/30/16 07:42 0Q*/16 10:54 1 ug/Kg -- 09/30/1&Tf3:42 09/30/1610:54 _ 1 ug/Kg 09/30/1!` , 04116 10:� 1 ug/Kg 09/30/16c 064/161&61- 1 ug/Kg u �. 09/30/16-W 2116 1 f.5r 1 ug/Kg u 09/3011EL 091301161 1 ° uglKg * 09/30/l6,pW% 090/16 1 1 ug/Kg t+ 09/30/iq,yFryq -cAa 0 W1161GI 1 F TestAMrica Cedar Falls Page 6 of 32 10/6/2016 Client Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 Client Sample ID: SB -4 Date Collected: 09/28/1610:30 Date Received: 09/28/16 16:10 Method: 8260C - Volatile Organic Compounds by GC/MS (Continued) TestAmerica Job ID: 310-90316-1 Lab Sample ID: 310-90316-1 Matrix: Soil Percent Solids: 83.6 Analyte Result Qualifier RL MDL Unit D Prepared Analyzed oil Fac 1,1,2,2 -Tetrachloroethane <14.2 14.2 ug/Kg Benzo[a]anthracene 6-9130/16-07 42 09/30116-10 54 t Tetrachloroethene <14.2 14.2 ug/Kg 233 09/30/1607:42 09/30/1610:54 1 Toluene <14.2 14.2 ug/Kg - <233 09/30/16 07:42 09/30/16 10:54 1 1,2,3-Tdchlorobenzene <71.1 71.1 ug/Kg o 09/30/1607:42 09/30/1610:54 1 1,2,4-Trichlorobenzene <71.1 71.1 ug/Kg tE 09/30/16 07:42 09/30/16 10:54 1 1,1,1 -Trichloroethane <14.2 - 14.2 ug/Kg <384 09/30/16 07:42 09/30/16 10:54 1 1,1,2 -Trichloroethane <14.2 14.2 ug/Kg d 09/30/16 07:42 09/30/16 10:54 1 Trichloroethene <14.2 14.2 ug/Kg 09/30/16 14:47 09/30/16 07:42 09/30/16 10:54 1 Trichlorofluoromethane <56.9 56.9 ug/Kg j% 09)30/1607:42 09/30/1610:54 1 1,2,3-Tdchloropropane <14.2 14.2 ug/Kg 1 09130/16 07:42 09/30/16 10:54 1 1,2,4-Trimethylbenzene <14.2 14.2 ug/Kg 09/29/1612:11 09/30/16 07:42 09/30/16 10:54 1 1,3,5-Tdmethylbenzene <14.2 14.2 ug/Kg o 09/30/1607:42 09/30/1610:54 1 Vinyl chloride <42.7 42.7 ug/Kg 09/30/16 14:47 09/30/16 07:42 09/30/16 10:54 1 Xylenes, Total <42.7 42.7 ug/Kg 09/30/16 07:42 09/30/16 10:54 1 Surrogate %Recovery Qualifier Limits 4-Bmmolluombenzene (Surf) 99 80-120 Dibromofluoromethane (Sun) 91 80-120 Toluene -d8 (Sun) 103 80-120 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL Acenaphthene <233 233 Acenaphthylene <233 233 Anthracene <233 233 Benzo[a]anthracene <233 233 Benzo[a]pyrene <233 233 Benzo[b]fluoranthene <233 233 Benzo[g,h,i]perylene <233 - - 233 Benzo[k]fluomnthene <233 233 Chrysene <233 233 Dibenz(a,h)anthracene <384 384 Fluorenthene <233 233 Fluorene <233 233 Indeno[1,2,3-cd]pyrene <233 233- 2 -Methylnaphthalene <233 233 Naphthalene <233 233 Phenanthrene <384 384 Pyrene <384 384 Surrogate %Recovery Qualifier Prepared Analyzed Dil Fac ry Pared oAnalyzed Dil Fac 09/30/16 07:42 09/30/16 10:54 1 09130/16 07:42 09130/16 f 0:54 1 34 f0-110 09/30/16 07:42 09/30/16 10:54 1 MDL Unit D Prepared Analyzed oil Fac 5g/Kg 0916 2:11 a9130/}bTk47. DW -29/1612 11 09/30/16-4 47 1 ug/Kg [t 09/29/1612:11 09/30/1614:47 1 ug/Kg Biphenyls (PCBs) 09/29/16 1211 09/30/16 14:47 1 ug/Kg Dil Fac 09/29/1612:11 09/30/1614:47 1 ug/Kg 09/29/16 12:11 09/30/16 14:47 1 ug/Kg 0.0597 09/29/16 12:11 09/30/16 14:47 1 ug/Kg PCB -1221 09/29/16 12:11 09/30/16 14:47 1 ug/Kg 09/�i1612:04�09/30/1611:54 09/2911612:11 09/30/1614:47 1 ug/Kg mg/Kg 09/29/16 12:11 09/30/16 14:47 1 ug/Kg 09/29/1612:11 09/30/1614:47 1 ug/Kg j% 0912911612:11 09/30/1614:47 1 ug/Kg a 09/29/16 12:11 09/30/16 14:47 1 ug/Kg * 09/29/16 12:11 09/30/16 14:47 1 ug/Kg 0 09/29/1612:11 09/30/1614:47 1 ug/Kg 0 09/29/16 12:11 09/30/16 14:47 1 ug/Kg - 09/29/16 12:11 09/30/16 14:47 1 ug/Kg 09/29/16 12:11 09/30/16 14:47 1 Surrogate %Recovery Qualifier Limits ry Pared oAnalyzed Dil Fac Nitrobenzened5(Sun) 40 10-110 09/2_ 1 2-Fluorobiphenyt(Sun) 34 f0-110 h�ha9130/1614:47 09/2 6�2: 1 T09130/16R47 - 1 Terphenyld14(Sun) 51 10-110 0916 2:11 a9130/}bTk47. 1 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Unit D -<r P d Any Dil Fac Analyte Result Qualifier RL MDL :Z PCB -1016 <0.0597 0.0597 mg/Kg 09/ 188 2:09.,09/30 6 :54 1 PCB -1221 <0.0597 0.0597 mg/Kg 09/�i1612:04�09/30/1611:54 1 PCB -1232 <0.0597 0.0597 mg/Kg d 09/29/1612:00009/30/1611:54 1 TestAmerica Cedar Falls Page 7 of 32 10/6/2016 0 Client Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 Result Qualifier RL TestAmerica Job ID: 310-90316-1 Client Sample ID: SB -4 Analyzed DII Fac Gasoline Lab Sample ID: 310-90316-1 Date Collected: 09/28/16 10:30 mglKg 10/05/1616:29 10/06/1612:17 Matrix: Soil Date Received: 09/28/16 16:10 <9.71 9.71 mglKg Percent Solids: 83.6 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB -1242 <0.0597 0.0597 mg/Kg 0 09/29/1612:09 09/30/1611:54 1 PCB -1248 - - - <0.0597 0.0597 mg/Kg +5 09/29116 12:09 09/30/16 11:54 1 PCB -1254 <0.0597 0.0597 mg/Kg t7 09129/1612:09 09/30/1611:54 1 PCB -1260 <0.0597 0.0597 mg/Kg ---09/29/1612:09 09/30/1611:54 1 PCB -1268 <0.0597 0.0597 mg/Kg + 09129/1612:09 09/30/1611:54 1 Polychlorinated biphenyls, Total <0.0597 0.0597 mg/Kg n 09/29/16 12:09 09/30/16 11:54 1 Surrogate %Recovery Qualifier Limits DCB Decachlorohiphenyl (Sun) 56 10-110 Tetrach/oro-m-xylene 70 10-110 Method: OA -2 - Iowa - Extractable Petroleum Hydrocarbons (GC) Prepared Analyzed Dil Fac 0929/1612:09 09130/1611:54 1 0929/1612:09 09/30/1611:54 1 Analyte Result Qualifier RL MDL Unit D Prepared Analyzed DII Fac Gasoline <9.71 9.71 mglKg 10/05/1616:29 10/06/1612:17 1 Diesel <9.71 9.71 mglKg 10/05/16 16:29 10/06/16 12:17 1 Waste Oil <9.71 9.71 mg/Kg 10/05/16 16:29 10/06/16 12:17 1 Total Extractable Hydrocarbons <14.6 14.6 mg/Kg 10/05/16 16:29 10/06/16 12:17 1 Surrogate %Recovery Qualifier Limits RL Prepared Analyzed Dil Fac n-Octacosane 50 40-135 09/29/16 12:17 10/05/1616:29 10/06/1612,17 1 Method: 6010C - Metals (ICP) Analyte Result Qualifier RL Arsenic <3.15 Oil Fac 3.15 Barium 55.9 09/29116 12:17 0.393 Cadmium <0.787 mg/Kg 0.787 Chromium 12.7 1 0.787 Lead 7.06 09/29/16 12:17 3.93 Selenium <5.90 mg/Kg 5.90 Silver <0.787 1 0.787 7471 B - Mercury (CVAA) 09/29/16 12:17 09/29/16 17:10 CMethod: Analyte Result Qualifier RL Mercury <0,0182 1 0.0182 General Chemistry - 09/29/16 12:17 09/29/16 17:10 Analyte - -- Result Qualifier RL Cyanide, Total <1.11 F1 F2 1.11 Analyte Result Qualifier RL Percent Moisture 16A Unit 0.1 Percent Solids 83.6 oil Fac 0.1 MDL Unit D Prepared Analyzed Oil Fac mg/Kg U 09/29116 12:17 09129/16 17:10 1 mg/Kg 09/29/16 12:17 09/29116 17:10 1 mg/Kg + 09/29/16 12:17 09/29/16 17:10 1 mg/Kg # 09/29/16 12:17 09/29/16 17:10 1 mg/Kg 09/29/16 12:17 09/29/16 17:10 1 mg/Kg ❑ 09/29/1612:17 09/29/1617:10 1 mg/Kg - 09/29/16 12:17 09/29/16 17:10 1 MDL Unit D Prepared Analyzed Oil Fac mglKg 15 09/29/16 11:51 09/29/16 14:52 1 MDL Unit D Prepared Analyzed oil Fac mgft �x 09/30116 09:33 09/30/16 19:37 _ 1 RL Unit D Prepared Analyzed oil Fac - % M/29/1612:29 - 1 °k ^ p A129/169 1 M. rn o� =r o w E v ,- TestAmerica Cedar Falls Page 8 of 32 10/6/2016 Client Sample Results Client: Braun Intertec Corporation TestAmerica Job ID: 310-90316-1 Project/Site: Riverfront Crossing Park 81608580 Client Sample ID: SB -5 Lab Sample ID: 310-90316-2 Date Collected: 09/28/16 11:00 Matrix: Soil Date Received: 09/28/16 16:10 Percent Solids: 74.4 Method: 8260C -Volatile Organic Compounds by GC/MS Analyte Result Qualifier RL Acetone 1160 160 Benzene <16.0 16.0 Bromobenzene 116.0 16.0 Bromochloromethane <16.0 16.0 Bromodichloromethane <16.0 16.0 Bromoform <31.9 31.9 Bromomethane <63.8 63.8 2-Butanone (MEK) <160 160 n-Butylbenzene <16.0 16.0 sec-Butylbenzene <16.0 16.0 tert-Butylbenzene <16.0 16.0 Carbon disulfide <16.0 16.0 Carbon tetrachloride 116.0 16.0 - Chlorobenzene <16.0 16.0 Chlorodibromomethane <16.0 16.0 Chloroethane <63.8 - - 63.8 Chloroform <16.0 16.0 Chloromethane <63.8 63.8 2-Chlorotoluene <16.0 - 16.0 4-Chlorotoluene <16.0 16.0 1,2-Dibromo-3-Chloropropane <160 160 1,2-Dibromoethane (EDB) <160 160 Dibromomethane <16.0 16.0 1,2 -Dichlorobenzene <16.0 16.0 1,3 -Dichlorobenzene <16.0 16.0 1,4 -Dichlorobenzene <16.0 16.0 Dichlorodifluoromethane <47.9 47.9 1,1-Dichloroethane <16.0 16.0 1,2-Dichloroethane <16.0 16.0 1,1-Dichloroethene <16.0 16.0 cis-1,2-Dichloroethene <16.0 16.0 trans-1,2-Dichloroethene <16.0 16.0 1,2-Dichloropropane <16.0 16.0 1,3-Dichloropropane 116.0 16.0 2,2-Dichloropropane <63.8 63.8 1,1-Dichloropropene <16.0 16.0 cie-1,3-Dichloropropene <16.0 16.0 Vans-1,3-Dichloropropene <16.0 16.0 Ethylbenzene <16.0 16.0 Hexachlorobutadiene <79.8 79.8 Hexane <79.8 79.8 Isopropylbenzene <16.0 16.0 p-lsopropyltoluene <16.0 - 16.0 Methylene Chloride <160 160 Methyl tert-butyl ether <16.0 16.0 Naphthalene <79.8 79.8 N-Propylbenzene <16.0 16.0 Styrene <16.0 16.0 1,1,1,2 -Tetrachloroethane <16.0 - 16.0 MDL Unit D Prepared Analyzed oil Fac ug/Kg 0 09/30116 07:42 09/30/16 11:19 1 ug/Kg 0 09/30/16 07:42 09/30/16 11:19 1 ug/Kg C 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg ❑ 09/30/16 07:42 09/30/16 11:19 1 ug/Kg * 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 31 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30116 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg c 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 0 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/1607:42 09/30/1611:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09130/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09130/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg - 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09130116 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09130/16 11:19 1 ug/Kg 09/30/16 07:42 09130116 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg ❑ 09/30/16 07:42 09130/16 11:19 1 ug/Kg * 09/30/16 07:42 09/30/16 11:19 1 ug/Kg a 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg + 09/30/16 07:42 09/30/16 11:19 1 ug/Kg + 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/1607:42 09/30/1611:19 1 ug/Kg + 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 ug/Kg a 09/30/16 07:42 09/30/16 11:19 1 ug/Kg 0 09/30/1607:42 09/30/1611:19 1 ug/Kg 0 -09/30/1607:42 N/30/1611:19 1 ug/Kg 0 09/32 07:4226F6/30/1611:19 1 ug/Kg 0 09/3:422&/30/1 r" 9 1 ug/Kg c 09/iIrvA2:%130/1lI W 9 1 ug/Kg a 09/30h!f CgA2a/30/1M-19 1 ug/Kg G 09/3 :42 09/30/119 1 ug/Kg n 09/3 :42 9/30/1 1.19 1 Teamerica Cedar Falls %J0 Page 9 of 32 10/6/2016 Client Sample Results Client: Braun Intertec Corporation Project/Site: Rivertront Crossing Park B1608580 Client Sample ID: SB -5 Date Collected: 09126116 11:00 Date Received: 09/28/1616:10 Method: 8260C - Volatile Organic Compounds by GC/MS (Continued) TestAmerica Job ID: 310-90316-1 Lab Sample ID: 310-90316-2 Matrix: Soil Percent Solids: 74.4 Analyte Result Qualifier RL MDL Unit D Prepared Analyzed oil Fac 1,1,2,2 -Tetrachloroethane <16.0 16.0 ug/Kg n 09/30/1607:42 09130/1611:19 1 Tetrachloroethene <16.0 16.0 ug/Kg <2630 09/30/16 07:42 09/30/16 11:19 1 Toluene <16.0 16.0 ug/Kg # 09/30/16 07:42 09/30/16 11:19 1 1,2,3-Trichlorobenzene <79.8 79.8 ug/Kg 2630 09/30/16 07:42 09/30/16 11:19 1 1,2,4-Trichlorobenzene <79.8 79.8 ug/Kg <2630 09/30/16 07:42 09/30/16 11:19 1 1,1,1 -Trichloroethane <16.0 16.0 ug/Kg ❑ 0913011607:42 09/30/1611:19 1 1,1,2 -Trichloroethane <16.0 16.0 ug/Kg ug/Kg 09/30/16 07:42 09/30/16 11:19 1 Trichloroethene <16.0 16.0 ug/Kg 09/30/16 15:11 09/30/16 07:42 09/30/16 11:19 1 Trichlorofluoromethane <63.8 63.8 ug/Kg 09/30/16 07:42 09/30/16 11:19 1 1,2,3-Trichloropropane <16.0 16.0 ug/Kg a 09/30/16 07:42 09/30/16 11:19 1 1,2,4-Trimethylbenzene <16.0 16.0 ug/Kg n 09/30/16 07:42 09/30/16 11:19 1 1,3,5-Trimethylbenzene <16.0 16.0 ug/Kg Cr 09/30/16 07:42 09/30/16 11:19 1 Vinyl chloride <47.9 47.9 ug/Kg 09/30/1615:11 09/30/16 07:42 09/30/16 11:19 1 Xylenes, Total <47.9 47.9 ug/Kg 09/30116 07:42 09/30/16 11:19 1 Surrogate %Recovery Qualifier Limits 4-Bromofluorobenzene (Sun) 101 80-120 Dibromofluoromethane(Sun) 91 80-120 Toluene -d8 (Sun) 102 80-120 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Analyte Result Qualifier RL Acenaphthene - <2630 2630 Acenaphthylene <2630 2630 Anthracene <2630 2630 Benzo[a]anthracene <2630 2630 Benzo[a]pyrene <2630 2630 Benzo[b]fluoranthene <2630 2630 Benzo[g,h,i]perylene <2630 2630 Benzo[k]fluoranthene <2630 2630 Chrysene <2630 2630 Dibenz(a,h)anthracene <4350 4350 Fluoranthene <2630 2630 Fluorene <2630 2630 Indeno[1,2,3-cd]pyrene <2630 2630 2 -Methylnaphthalene <2630 2630 Naphthalene <2630 2630 Phenanthrene - <4350 - 4350 Pyrene <4350 4350 Surrogate %Recovery Quallfier Prepared Analyzed Dil Fac Prepared Analyzed Dil Fac 00-13011607 42 OW -3011611 19 1 09/30/16 07:42 09130/16 11:19 1 51 10-110 09/30/16 07:42 09/30/16 11:19 1 MDL Unit D Prepared Analyzed oil Fac ug/Kg U 09/29/16 12:11 09/30/16 15:11 10 ug/Kg 0 09/29/16 12:11 09/30/16 15:11 10 ug/Kg a 09/29/16 12:11 09/30/16 15:11 10 ug/Kg 0 09/29/1612:11-09/30/1615:11 Result Qualifier 10 ug/Kg D 09/29/16 12:11 09/30/16 15:11 10 ug/Kg + 09/29/16 12:11 09/30/16 15:11 10 ug/Kg PCB -1221 09/29/16 12:11 09/30/16 15:11 10 ug/Kg + 09/29/1612:11 09/30/1615:11 10 ug/Kg mg/Kg 09/29/16 12:11 09/30/16 15:11 10 ug/Kg 09/29/1612:11 09/30/1615:11 10 ug/Kg 09/29/1612:11 09/30/1615:11 10 ug/Kg 09/29/16 12:11 09/30/16 15:11 10 ug/Kg -09/29/16 12:11 09/30/16 15:11 10 ug/Kg + 09/29/1612:11 09/30/1615:11 10 ug/Kg 31 09/29/1612:11 09/30/1615:11 10 ug/Kg 09/29/1612:11 09/30/1615:11 10 ug/Kg a 09/29/1612:11 09/30/1615:11 10 Surrogate %Recovery Quallfier Limits Prepared Analyzed Dil Fac Nitrobenzene -05 (Surr) 38 10-110 0929/16 12:11 4WO1161 5:11 10 2-Fluorobiphenyl (Sun) 51 10-110 0929RLID1tc22�:11 69x30/16 15:11 10 Terphenyl-c!14 44 10-110 0929/ji,rGr1 430/16 10 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography n Analyte Result Qualifier RL MDL Unit D Pre coAnal ed Oil Fac PCB -1016 <0.0671 0.0671 mg/Kg r% 09/29 091130/1414:13 s 1 PCB -1221 <0.0671 0.0671 mg/Kg a 09/29,M�:099/30/13 1 PCB -1232 <0.0671 0.0671 mg/Kg U 09/2 12:09 9/30/16 33 1 TestAmerica Cedar Falls Page 10 of 32 10/6/2016 Client: Braun Intertec Client Sample Results Corporation TestAmerica Job ID: 310-90316-1 Project/Site: Riverfront Crossing Park 61608580 Client Sample ID: SB -6 Lab Sample ID: 310-90316-2 Date Collected: 09/28/1611:00 Matrix: Soil Date Received: 09/28/1616:10 Percent Solids: 74.4 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued) Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac PCB -1242 <0.0671 0.0671 mg/Kg 10/06/1612:32 09/29/1612:09 09/30/1611:33 1 PCB -1248 <0.0671 0.0671 mg/Kg a 09/2911612:09 09/30/1611:33 1 PCB -1254 <0.0671 0.0671 mg/Kg 0 09/29/1612:09 09/3011611:33 1 PCB -1260 <0.0671 - -0.0671- mg/Kg a 09/29/16 12:09 09/30/16 11:33 1 PCB -1268 <0.0671 0.0671 mg/Kg a 09/29/1612:09 09130/1611:33 1 Polychlorinated biphenyls, Total <0.0671 0.0671 mg/Kg o 09/29/16 12:09 09/30/16 11:33 1 Surrogate %Recovery Qualifier Limits DCB Decachloroblphenyl (Sun) 44 10-110 Tetrachloro-m-xylene 58 10-110 Method: OA -2 - Iowa - Extractable Petroleum Hydrocarbons (GC) Prepared Analyzed Dil Fac 0929/1612:09 09!30/161133 1 09/29/1612:09 09/30/1611:33 1 Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Gasoline <9.85 9.85 mg/Kg 10/05/1616:29 10/06/1612:32 1 Diesel <9.85 9.85 mg/Kg 10/05/1616:29 10/06/1612:32 1 waste Oil 18.9 9.85 mg/Kg 10/05/16 16:29 10/06/16 12:32 1 Total Extractable Hydrocarbons <14.8 14.8 mg/Kg 10/05/16 16:29 10/06/16 12:32 1 1, Surrogate %Recovery Qualifier Limits n-Octacosane 28 X 40-135 Method: 6010C - Metals (ICP) Analyte Result Qualifier RL Arsenic <3.96 3.96 Barium 111 0.495 Cadmium <0.990 0.990 Chromium 16.7 0.990 Lead 38.5 4.95 Selenium <T42 7.42 Silver <0.990 0.990 Method: 7471 B - Mercury (CVAA) Analyte Result Qualifier RL Mercury 0.0554 0.0249 General Chemistry Analyte Result Qualifier RL Cyanide, Total <1.17 1.17 Analyte Result Qualifier RL Percent Moisture 25.6 0.1 Percent Solids 74A 0.1 TestAmerica Cedar Falls Page 11 of 32 10/6/2016 Prepared Analyzed oil Fac T0105116-16 29 10/06/16 12:32 1 MDL Unit D Prepared Analyzed oil Fac mg/Kg S 09/29/16 12:17 09/29/16 1712 1 mg/Kg * 09/29/1612:17 09/29/1617:12 1 mg/Kg c 09129/16 12:17 09/29/16 17:12 1 mg/Kg - 0 09/29/16 12:17 09/29/16 17:12 - 1 mg/Kg 0 09/29/16 12:17 09/29/16 17:12 1 mg/Kg a 09/29/16 12:17 09/29/16 17:12 1 mg/Kg - OE 09/29/16 12:17 09/29/16 17:12 1 MDL Unit D Prepared Analyzed Dil Fac m-9Kg � 91 09 9/294 1 MDL Unit D Prepared Analyzed oil Fac mg/Kg 09/30/16 09:33 09/30/16 19:40 1 RL Unit D Pre -gyred ro MAnalyzed oil Fac /29/15.'19 1 /29/1 -2.29 1 C',-4 ;0 r :qc) M �x a v 1> w W TestAmerica Cedar Falls Page 11 of 32 10/6/2016 Definitions/Glossary Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 Qualifiers TestAmerica Job ID: 310-90316-1 GC/MS VOA Qualifier Qualifier Description J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. GC Semi VOA Qualifier Qualifier Description X Surrogate is outside control limits General Chemistry i Qualifier Qualifier Description F1 MS and/or MSD Recovery is outside acceptance limits. F2 MS/MSD RPD exceeds control limits Glossa Abbreviation c %R CFL CNF DER Dil Fac DL, RA, RE, IN DLC MDA EDL MDC MDL ML NC ND PQL QC RER RL RPD TEF TEQ These commonly used abbreviations may or may not be present in this report Listed under the "D" column to designate that the result is reported on a dry weight basis Percent Recovery Contains Free Liquid - Contains no Free Liquid _ Duplicate error ratio (normalized absolute difference) Dilution Factor Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample Decision level concentration Minimum delectable activity Estimated Detection Limit Minimum detectable concentration Method Detection Limit Minimum Level (Dioxin) Not Calculated Not detected at the reporting limit (or MDL or EDL if shown) Practical Quantitation Limit Quality Control Relative error ratio Reporting Limit or Requested Limit (Radiochemistry) Relative Percent Difference, a measure of the relative difference between two points Toxicity Equivalent Factor (Dioxin) Toxicity Equivalent Quotient (Dioxin) TestArrerica Cedar Falls Page 12 of 32 10/6/2016 N d _C a rn t t7� � TestArrerica Cedar Falls Page 12 of 32 10/6/2016 Surrogate Summary Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 TestAmerica Job ID: 310-90316-1 Method: 8260C - Volatile Organic Compounds by GC/MS Matrix: Soil Prep Type: Total/NA Percent Surrogate Recovery (Acceptance Limits) BFB DBFM TOL Lab Sample ID Client Sample ID (80-120) (80-120) (80-120) 310-90316-1 SB -4 99 91 103 310-90316-2 SB -5 Surrogate Legend BFB = 4-Bromofluorobenzene (Surr) DBFM = Dibromofluoromethane (Sur) TOL = Toluene -d8 (Sum) 101 91 102 Method: 8260C - Volatile Organic Compounds by GC/MS Matrix: Solid Prep Type: Total/NA Percent Surrogate Recovery (Acceptance Limits) BFB DBFM TOL Lab Sample ID Client Sample ID (80-120) (80420) (80420) LCS 310-143093/2-A Lab Control Sample 106 98 102 MB 310-143093/1-A Method Blank Surrogate Legend BFB = 4-Bromofluombenzene (Surr) DBFM = Dibromofluoromelhane (Sum) TOL = Toluene -d8 (Surr) 100 93 103 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Matrix: Soil Prep Type: ToIzUNA Percent Surrogate Recovery (Acceptance Limits) NBZ FBP TPH Lab Sample ID Client Sample ID (10-110) (10-110) (10-110) 310-90316-1 SB -4 40 34 51 310-90316-1 MS SB -4 310-90316-1 MSD SB -4 310-90316-2 SB -5 Surrogate Legend NBZ = Nitrobenzene -d5 (Sun) FBP = 2-Fluorobiphenyl (Sur) TPH = Terphenyl-d14 (Sun) 32 33 39 41 40 50 38 51 44 Method: 8270D - Semivolatile Organic Compounds (GC/MS) Matrix: Solid prep Type: Total/NA Percent Surrogate Recovery (Q tanr ,imits) ,.,y. NBZ FBP TPH Lab Sample ID Client Sample ID (10-110) (10-110) (10-110) n� -03 LCS 310 -143002/2 -T --Lab Control Sample 39 45 52 -� CI MB 310-143002/1-A Method Blank 39 40 53 L4 M Surrogate Legend �$ : 0 NBZ = Nitrobenzene -d5 (Surr) i> W FBP = 2-Fluorobiphenyl (Sun) �p TPH = Terphenyl-014 (Sur) TestAmerica Cedar Falls Page 13 of 32 10/6/2016 E E I Surrogate Summary Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 TestArnerica Job ID: 310-90316-1 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Matrix: Soil Prep TvDe: Total/NA Lab Sample ID Client Sample ID DCB1 (10-110) Percent Surrogate Recovery (Acceptance Limits) TCX1 (10-110) 310-90316-1 SB -4 50 70 310-90316-1 MS SB -4 63 61 310-90316-1 MSD SB -4 58 59 310-90316-2 SB -5 44 58 Surrogate Legend DCB = DCB Decachlorobiphenyl (Sur-) CD TCX = Tetrachloro-m-xylene Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Matrix: Solid Prep Type: Total/NA Percent Surrogate Recovery (Acceptance Limits) DCB = DCB Decachlorobiphenyl (Surr) TCX = Tetrachloro-m-xylene Method: OA -2 - Iowa - Extractable Petroleum Hydrocarbons (GC) Matrix: Soil Prep Type: Total/NA Percent Surrogate Recovery (Acceptance Limits) DCB1 TCX1 Lab Sample ID Client Sample ID (10-110) (10-110) LCS 310-143001/2-A Lab Control Sample 75 59 MB 310-143001/1-A Method Blank 80 72 Surrogate Legend DCB = DCB Decachlorobiphenyl (Surr) TCX = Tetrachloro-m-xylene Method: OA -2 - Iowa - Extractable Petroleum Hydrocarbons (GC) Matrix: Soil Prep Type: Total/NA Percent Surrogate Recovery (Acceptance Limits) Surrogate Legend OTC = n-Octacosane Method: 04-2 -- Iowa - Extractable Petroleum Hydrocarbons (GC) Matrix: Solid OTC OTC Lab Sample ID Client Sample ID (40-135) 310-90316-1 S&4 50 310-903162 SB -5 28 X Surrogate Legend OTC = n-Octacosane Method: 04-2 -- Iowa - Extractable Petroleum Hydrocarbons (GC) Matrix: Solid Surrogate Legend OTC = n-0dacosane Percent Surrogate Recovery (Acceptance Limits) Total/NA OTC Lab Sample ID Client Sample ID (40-135) LCS 310-14366112-A Lab Control Sample 55 MB 310-14366111-A Method Blank 55 Surrogate Legend OTC = n-0dacosane Percent Surrogate Recovery (Acceptance Limits) Total/NA TestAmerica Cedar Falls Page 14 of 32 10/6/2016 o _ O "D C21 CD TestAmerica Cedar Falls Page 14 of 32 10/6/2016 QC Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 I TestAmerica Job ID: 310-90316-1 Method: 8260C - Volatile Organic Compounds by GUMS LabSample ID: MB 310-143093/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 143094 Prep Batch: 143093 TestAmerica Cedar Falls Page 15 of 32 10/6/2016 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed DII Fac Acetone <102 102 ug/Kg 09/30/16 07:42 09130/16 09:40 1 Benzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30116 09:40 1 Bromobenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Bromochloromethane <10.2 10.2 - - - - ug/Kg 09/30/16 07:42 -09/30/16 09:40 1 Bromodichloromethane <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Bromoform <20.5 20.5 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Bromomethane - <40.9 40.9- - - - - ug/Kg 09/30/16 07:42 09/30/16 09:40 1 2-Butanone (MEK) <102 102 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 n-Butylbenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 sec-Butylbenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 tert-Butylbenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Carbon disulfide- <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Carbon tetrachloride <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Chlorobenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Chlorodibromomethane <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Chloroethane <40.9 - 40.9-- ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Chloroform <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Chloromethane <40.9 40.9 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 2-Chlorotoluene <10.2 10.2 - ug/Kg 09/30/16 07:42 09/30/16 09:40 1 4-Chlorotoluene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,2-Dibromo-3-Chloropropane <102 102 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,2-Dibromoelhane (EDB) <102 102 ug/Kg 09/30/16 07:42 09/30116 09:40 1 Dibromomethane <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,2 -Dichlorobenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30116 09:40 1 1,3 -Dichlorobenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,4 -Dichlorobenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Dichlorodifluoromethane <30.7 30.7 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,1-Dichloroethane <10.2 10.2- ug/Kg 09/30/16 07:42 09/30/16 09:40 - 1 1,2-Dichloroethane <10.2 10.2 ug/Kg 09/30116 07:42 09/30/16 09:40 1 1,1-Dichloroethene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 cis-1,2-Dichloroethene <10.2 10.2 ug/Kg - 09/30/16 07:42 09/30/16 09:40 1 trans-1,2-Dichloroethene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,2-Dichloropropane <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,3-Dichloropropane <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 2,2-Dichloropropane <40.9 40.9 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,1-Dichloropropene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 cis-1,3-Dichloropropene <10.2 10.2 ug/Kg 09/3011607:42 09130/1609:40 1 trans-1,3-Dichloropropene <10.2• 10.2 ug/Kg 09/30/1607:42 M113011609:40 1 Ethylbenzene <10.2 10.2 ug/Kg 09/30 07:42 MI/30/16 09:40 1 Hexachlorobutadiene. C. <51.2 51.2 ug/Kg 09/301* 1P'd42 3a/30/16M. 0 1 Hexane <51.2 51.2 ug/Kg 09/30r IM42 W/3011UU0 1 Isopropylbenzene <10.2 10.2 ug/Kg 09/30061.42 9/30/1 0 1 p-Isopropyltoluene - <10.2 - 10.2- - ug/Kg - 09/30��, :42 09/30/1 0 1 Methylene Chloride <102 102 ug/Kg 09/3011§42 /30/1 0 1 Methyl tert-butyl ether <10.2 10.2 ug/Kg 09/3 1421/30/1wo 1 Naphthalene <51.2 51.2 ug/Kg 09/300 07:42 T9/30/16 09:40 1 N-Propylbenzene <10.2 10.2 ug/Kg 09/30/160742 9/30/1609:40 1 styrene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 TestAmerica Cedar Falls Page 15 of 32 10/6/2016 QC Sample Results Client: Braun Intertec Corporation ProjecUSite: Riverfront Crossing Park B1608580 TestAmerica Job ID: 310-90316-1 Method: 8260C - Volatile Organic Compounds by GC/MS (Continued) Lab Sample ID: MB 310-143093/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 143094 Prep Batch: 143093 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac 1,1,1,2 -Tetrachloroethane <10.2 10.2 ug/Kg 09130116 07:42 09/30/16 09:40 1 1,1,2,2 -Tetrachloroethane <10.2 10.2 ug/Kg 09130116 07:42 09/30/16 09:40 1 Tetmchloroelhene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Toluene - <10.2 - 10.2 ug/Kg 09/30116 07:42 09/30116 09:40 - 1 1,2,3-Tdchiorobenzene <51.2 51.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,2,4-Trichlorobenzene <51.2 51.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,1,1 -Trichloroethane <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,1,2-Tdchloroethane <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Trichloroethene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Tdchlorofluoromethane <40.9 40.9 ug/Kg 09/30/16 07:42 09130/16 09:40 1 1,2,3-Trichloropropane <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,2,4-Tdmethylbenzene <10.2 10.2 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 1,3,5-Tdmethylbenzene <10.2 10.2 - ug/Kg 09/30/1607:42 09130/1609:40 1 Vinyl chloride <30.7 30.7 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 Xylenes, Total <30.7 30.7 ug/Kg 09/30/16 07:42 09/30/16 09:40 1 MB Ma Surrogate %Recovery Qualfer Limits Prepared Analyzed Dil Fac 4-Bromotluorobenzene (Surr) 100 80-120 09-v3011607 42 0913-011609 40 1 Dibromotiuoromethane (Surr) 93 80-120 09/30/16 07:42 09/30/16 09,40 1 Toluene -d8 (Surr) 103 80-120 09130116 07:42 09130116 09:40 1 Lab Sample ID: LCS 310-143093/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 143094 Prep Batch: 143093 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D % Rec Limits Acetone 176 212.6 uglKg 121 65-150 Benzene 88.2 92.10 ug/Kg 104 60-140 Bromobenzene 88.2 83.96 ug/Kg 95 55-135 Bromochloromethane 88.2 82.46 ug/Kg 94 60-145 Bromodichloromethane 88.2 89.64 ug/Kg 102 60.135 Bromoform 88.2 72.83 ug/Kg 83 55-135 2-Butanone(MEK) 176 178.3 ug/Kg 101 55-150 n-Butylbenzene 88.2 87.50 ug/Kg 99 40-135 sec-Butylbenzene 88.2 86.42 ug/Kg 98 50-135 tert-Butylbenzene 88.2 84.19 ug/Kg U 50-135 Carbon disulfide 88.2 114.6 ug/Kg 11W 50-145 Carbon tetrachloride 88.2 84.72 ug/Kg r 55T - 1q{ Chlombenzene - - - - - 88.2 86.29 ug/Kg --4 55_ Chlorodibromomethane 88.2 79.16 ug/Kg �� 60 135 Chloroform t--' -- 88.2 95.42 ug/Kgn108 60 2-Chlorotoluene 68.2 .96.86 ug/Kg _ 11M 55 C:)X 4-Chlorotoluene 88.2 95.04 ug/Kg 1 G 45 - 1,2-Dibromo-3-Chlordpropane 88.2 83.02 J ug/Kg 9P 50-140 1,2-DibrorKoethane(EDB) 88.2 90.46 J ug/Kg 108D 60-140 Dibromomethane 88.2 94.82 ug/Kg 108 60-140 1,2 -Dichlorobenzene,- 88.2 83.03 ug/Kg 94 50-135 1,3 -Dichlorobenzene 88.2 84.13 ug/Kg 95 45-135 TestAmerica Cedar Falls Page 16 of 32 10/6/2016 QC Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 TestAmerica Job ID: 310-90316-1 Method: 8260C - Volatile Organic Compounds by GC/MS (Continued) Lab Sample ID: LCS 310-143093/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 143094 Prep Batch: 143093 Analyte 1,4 -Dichlorobenzene 1,1-Dichloroethane 1,2-Dichloroethane 1,1-Dichloroelhene cis-1,2-Dichloroethene trans-1,2-Dichloroethene 1,2-Dichloropropane 1,3-Dichloropropane 2,2-Dichloropropane 1,1-Dichloropropene cis-1,3-Dichloropropene trans-1,3-Dichloropropene Ethylbenzene Hexachlorobutadiene Hexane Isopropylbenzene p-Isopropyltoluene Methylene Chloride Methyl tert-butyl ether Naphthalene N-Propylbenzene Styrene 1,1,1,2 -Tetrachloroethane 1,1,2,2 -Tetrachloroethane Tetrachloroethene Toluene 1,2,3-Triehlorobenzene 1,2,4-Trichlorobenzene 1,1,1 -Trichloroethane 1,1,2 -Trichloroethane Trichloroethene 1,2,3-Tdchloropropane 1,2,4-Trimelhylbenzene 1,3, 5-Trimethyl benzene Xylenes, Total Spike LCS LCS Added Result Qualifier 88.2 83.89 88.2 91.39 88.2 100.9 88.2 116.8 88.2 85.62 88.2 82.98 88.2 95.58 88.2 95.24 88.2 94.96 88.2 97.31 88.2 91.30 88.2 93.30 88.2 91.53 88.2 67.29 88.2 74.89 88.2 90.58 88.2 86.33 88.2 88.56 J 88.2 87.77 88.2 74.90 -- 88.2 95.23 88.2 93.65 88.2 80.34 88.2 93.13 88.2 79.44 88.2 88.46 88.2 71.35 88.2 72.06 88.2 96.01 88.2. 95.92 88.2 89.54 88.2 95.74 88.2 87.52 88.2 87.56 176 175.7 TestAmerica Cedar Falls Page 17 of 32 10/6/2016 LCS LCS %Rec. Surrogate %Recovery Qualifter Limits 4-Bromofluorobenzene (Sun) 106 80- 120 Dibromofluoromethane (Sun) 98 80-120 Toluene -d8 (Sun) 102 80-120 TestAmerica Cedar Falls Page 17 of 32 10/6/2016 y %Rec. Unit D %Rec Limits ug/Kg 95 45-135 ug/Kg 104 60-145 ug/Kg 114 60-145 ug/Kg 132 55-150 ug/Kg 97 60-140 ug/Kg 94 55-145 ug/Kg 108 60-140 ug/Kg 108 60-140 ug/Kg 108 60-140 ug/Kg 110 60-140 ug/Kg 104 60-140 ug/Kg 106 55-135 ug/Kg 104 55-135 ug/Kg 76 40-130 ug/Kg 85 40-135 ug/Kg 103 55-135 ug/Kg 98 45-135 ug/Kg 100 80-150 ug/Kg 100 60-145 ug/Kg 85 50-140 ug/Kg 108 - 50-135 ug/Kg 106 55-135 ug/Kg 91 60-135 ug/Kg 106 55-140 ug/Kg 90 50-145 ug/Kg 100 60-135 ug/Kg 81 40-135 ug/Kg 82 35-130 ug/Kg 109 60-145 ug/Kg 109 60-140 ug/Kg 102 60-140 ug/Kg 109 60-140 ug/Kg - 99 45-140 ug/Kg 99 50-135 ug/Kg 100 55-135 TestAmerica Cedar Falls Page 17 of 32 10/6/2016 y ern 7J x p O TestAmerica Cedar Falls Page 17 of 32 10/6/2016 QC Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park 81608580 Method: 8270D - Semivolatile Organic Compounds (GC/MS) TestAmerica Job ID: 310-90316-1 Lab Sample ID: MB 310-143002/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 143128 Prep Batch: 143002 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Acenaphthene <194 194 ug/Kg 09/2911612:11 09/30/1613:12 1 Acenaphthylene <194 194 ug/Kg 0912911612:11 0913011613:12 1 Anthracene <194 194 ug/Kg 09/2911612:11 09/30/1613:12 1 Benzo[a]anthracene <194 194 ug/Kg 09/29/16 12:11 09/30/16 13:12 1 Benzo[a]pyrene <194 194 ug/Kg 09/29/16 12:11 09/30/16 13:12 1 Benzo[b]fluoranthene <194 194 ug/Kg 09/29/16 12:11 09/30/16 13:12 1 Benzo[g,h,i]perylene <194 194 ug/Kg 09/29/16 12:11 09/30/16 13:12- - 1 Benzo[k]fluoranthene <194 194 ug/Kg 09/29/16 12:11 09130/16 13:12 1 Chrysene <194 194 ug/Kg 09/29/1612:11 09130/1613:12 1 Dibenz(a,h)anthracene <319 319 ug/Kg 09/29/16 12:11 09/30/16 13:12 1 Fluoranthene <194 194 ug/Kg 09/29/16 12:11 09/30/16 13:12 1 Fluorene <194 194 ug/Kg 09/29/16 12:11 09/30/16 13:12 1 Indeno[1,2,3-cd]pyrene <194 194 ug/Kg 09129/16 12:11 09/30/16 13:12 1 2 -Methylnaphthalene <194 194 ug/Kg 09/2911612:11 09130/1613:12 1 Naphthalene <194 194 ug/Kg 09/29/1612:11 09/30/1613:12 1 Phenanthrene <319 319 ug/Kg 09129/1612:11 09/30/1613:12 1 Pyrene <319 319 ug/Kg 09/29/1512:11 09/30/1613:12 1 MS MB Surrogate %Recovery Qualiffer Limits Prepared Analyzed oil Fac Nitrobenzene -l5 (Sun) 39 10-110 0929/16 12:11 09/30/16 13:12 1 2-Fluorobiphenyl(Sun) 40 10-110 0929/1612.11 09!30/1613:12 1 Terphenyl-314 (Sun) 53 10-110 0929/16 12:11 09/30/16 13:12 1 Lab Sample ID: LCS 310-143002/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 143128 Prep Batch: 143002 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Acenaphthene 1950 799.8 ug/Kg 41 20-110 Acenaphthylene 1950 838.0 ug/Kg 43 20-110 Anthracene 1950 943.5 ug/Kg 48 30-110 Benzo[a]anthracene 1950 1089 ug/Kg 56 40-110 Benzo[a]pyrene - 1950 1215 ug/Kg 62 40-110 Benzo[b]fluoranthene 1950 1136 ug/Kg 58 35-110 Benzo[g,h,i]perylene 1950 1062 ug/Kg 54 2g-110 Benzo[k]fluorenthene 1950 957.7 ug/Kg 49 =-110 Chrysene 1950 1154 ug/Kg -*2 ?9-110M Dibenz(a,h)anthracene 1950 1115 ug/Kg.'"'- -bi :0-110w Fluoranthene 1950 1040 ug/Kg I Ior — Fluorene 1950 811.8 ug/Kg 25-110('�'� Indeno[1,2,3-od]pyrene 1950 1149 ug/Kg -� �-110r 2 -Methylnaphthalene 1950 767.2 ug/Kg O 1101 Naphthalene 1950 751.1 ug/Kg 38 0-110 Phenanthrene - 1950 904.8 ug/Kg 46 g-110 Pyrene 1950 1016 ug/Kg 52 30-110 TestAmerica Cedar Falls Page 18 of 32 10/6/2016 QC Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park 81608580 Method: 8270D - Semlvolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: LCS 310-143002/2-A Matrix: Solid Analysis Batch: 143128 Lab Sample ID: 310-90316-1 MS Matrix: Soil Analysis Batch: 143128 LCS LCS Analyte Surrogate %Recovery Qua/Nier Limits Nitrobenzene -d5 (Surr) 39 10-110 2-Fluorobiphenyl(Surr) 45 10-110 Terphenyl-dl4 (Surr) 52 10-110 Lab Sample ID: 310-90316-1 MS Matrix: Soil Analysis Batch: 143128 Spike Sample Sample Analyte Result Qualifier Acenaphthene <233 Acenaphthylene <233 Anthracene <233 Benzo[ajanthracene <233 Benzo[a]pyrene <233 Benzo[b]fluoranthene <233 Benzo[g,h,i]perylene <233 Benzo[k]fluoranthene <233 Chrysene <233 Dibenz(a,h)anthracene - <384 Fluoranthene <233 Fluorene <233 Indeno[1,2,3cd]pyrene <233 2 -Methylnaphthalene <233 Naphthalene <233 Phenanthrene <384 Pyrene <384 Spike MS MS Added Result Qualifier 2340 829.9 2340 823.4 2340 848.9 2340 960.1 2340 1050 2340 1208 2340 927.9 2340 967.2 2340 967.1 2340 997.5 2340 914.9 2340 801.2 2340 1017 2340 777.2 2340 757.5 2340 830.5 2340 963.4 Lab Sample ID: 310-90316-1 MSD Matrix: Sol[ Analysis Batch: 143128 MS MS Analyte Surrogate %Recovery Qualifier Limits Nitmbenzened5 (Sure) 32 10-110 2-Fiuorobiphenyl (Sum) 33 10-110 Terphenyl-d14 (Sum) 39 10-110 Lab Sample ID: 310-90316-1 MSD Matrix: Sol[ Analysis Batch: 143128 TestAmerica Job ID: 310-90316-1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 143002 Client Sample ID: SB -4 Prep Type: Total/NA Prep Batch: 143002 Sample Sample Analyte Result Qualifier Acenaphthene <233 Acenaphthylene <233 Anthracene <233 Benzo[a]anthracene <233 Benzo[a]pyrene <233 Benzo[b]fluoranthene <233 Benzo[g,h,i]perylene - <233 Benzo[k]fluoranthene <233 Chrysene <233 Dibenz(a,h)anthracene <384 Fluoranthene <233 TestAmerica Job ID: 310-90316-1 Client Sample ID: Lab Control Sample Prep Type: Total/NA Prep Batch: 143002 Client Sample ID: SB -4 Prep Type: Total/NA Prep Batch: 143002 Client Sample ID: SB -4 Prep Type: Total/NA Prep Batch: 143002 Spike MSD MSD %Rec. Unit D %Rec Limits ug/Kg Result Qualifier 35 10-110 ug/Kg ❑ 35 10-110 ug/Kg +% 36 10-110 ug/Kg- # 41 10-110 ug/Kg j% 45 10-110 ug/Kg 1 01wi 108 52 10-110 ug/Kg -- 1046 40 10-116 ug/Kg 16'Of 10 41 10-110 ug/Kg Cr 41 10-110 ug/Kg 16O"p110 43 10-110 ug/Kg 1244 39 10-110 ug/Kg 10-110 34 10-110 ug/Kg 1427 43 10-110 ug/Kg o 33 10-110 ug/Kg 1025 32 15-110 ug/Kg 1_10 36 10-110 ug/Kg + 41 10-110 Client Sample ID: SB -4 Prep Type: Total/NA Prep Batch: 143002 Spike MSD MSD %Rec. RPD Added Result Qualifier Unit D %Rec U Its RPD Limit 2310 976.9 ug/Kg n —42, 1=10 16 40 2310 989.2 ug/Kg 0 1 01wi 108 40 2310 1046 ug/Kg C w�'r� 16'Of 10 40 2310 1133 - ug/Kg - 0 C119< 16O"p110 r7 40 2310 1244 ug/Kg 0 —�94r� 10-110 ,rTJ 40 2310 1427 ug/Kg U • �9'Yl 1 10 7 = 40 2310 1025 ug/Kg 0- 1_10 00 40 2310 1188 ug/Kg C 101a10 21 40 2310 1174 ug/Kg T51 1010 19 40 2310 1168 ug/Kg 0 50 10-110 16 40 2310 1091 ug/Kg {% 47 10-110 18 40 TestAmerica Cedar Falls Page 19 of 32 10/6/2016 QC Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 TestAmerica Job ID: 310-90316-1 Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued) Lab Sample ID: 310-90316-1 MSD Client Sample ID: SB4 Matrix: Soil Prep Type: Total/NA Analysis Batch: 143128 Prep Batch: 143002 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Lab Sample ID: MB 310-143001/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 143115 Prep Batch: 143001 Sample Sample Spike MSD MSD Analyte Result Qualifier Added Result Qualifier Fluorene <233 Limit 2310 935.0 Indeno[1,2,3-odlPyrene <233 - ---2310- -1187 2 -Methylnaphthalene <233 <0.0499 2310 957.6 Naphthalene <233 PCB -1268 2310 939.7 Phenanthrene <384 21 2310 1022 Pyrene <384 41 2310 1169 40 MSD MSD 44 Surrogate %Recovery Qualifier Limits ug/Kg Nibobenzene-d5 (Sun) 41 10-110 10-110 40 2-Fluorobiphenyl (Sun) 40 10-110 Terphenyl-04 (Sun) 50 10-110 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Lab Sample ID: MB 310-143001/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 143115 Prep Batch: 143001 M8 MS Analyzed %Rec. Result Qualifier RPD PCB -1016 Unit D %Rec Limits RPD Limit <0.0499 u9/K9 PCB -1242 40 10-110 15 40 0.0499 ug/Kg <0.0499 51 10-110 15 40 PCB -1268 ug/Kg 0.0499 41 10-110 21 40 09/30/1610:39 ug/Kg mg/Kg 41 15-110 21 40 ug/Kg 44 10-110 21 40 ug/Kg 50 10-110 19 40 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography Lab Sample ID: MB 310-143001/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 143115 Prep Batch: 143001 MDL Unit M8 MS Analyzed Analyte Result Qualifier RL PCB -1016 <0.0499 0.0499 PCB -1221 <0.0499 0.0499 PCB -1232 <0.0499 0.0499 PCB -1242 <0.0499 0.0499 PCB -1248 <0.0499 0.0499 PCB -1254 <0.0499 0.0499 PCB -1260 <0.0499 0.0499 PCB -1268 <0.0499 0.0499 Polychlorinated biphenyls, Total <0.0499 0.0499 MDL Unit D Prepared Analyzed Dil Fac mg/Kg 09/29/16 12:09 09/30/16 10:39 1 mg/Kg 09/29/1612:09 09/30/1610:39 1 mg/Kg 09/29/16 12:09 09/30/16 10:39 1 mg/Kg 09/29/1612:09 09/30/1610:39 1 mg/Kg 09/29/16 12:09 09/30/16 10:39 1 mg/Kg 09/29/16 12:09 09/30/16 10:39 1 mg/Kg 09/29/16 12:09 09/30/16 10:39 1 mg/Kg 09/29/1612:09 09/30/1610:39 1 mg/Kg 09/29/1612:09 09/30/1610:39 1 MB MS Surrogate %Recovery Qualiffer Limits DCB Decach/ombiphenyl (Suri) 80 10-110 Tehachloro-m-xylene 72 10-110 Lab Sample ID: LCS 310-143001/2-A Matrix: Solid Analysis Batch: 143115 Spike LCS LCS Analyte Added Result Qualifier PCB -1016 0.195 0.1269 PCB -1260 0.195 0.1331 LCS LCS Surrogate %Recovery Qualifier Limits DCB Decachlombiphenyl (Sun) 75 1-0-110 Tetrachlom-m-xylene 59 10-110 Prepared Analyzed Dil Fac 0929/16 12:09 09130116 10.39 1 092911612:09 0913011610:39 1 Client Sample ID: Lab Control Sample c Prep Type: Total/NA Prep Batch: 143001 y. %ROUT'' Unit 9%94 uml( m9/K9 n-< 65= 35-V" mg/Kg =t C-) 68w35- £� y jj' 1111 X11, - z Q �x O TestAmerica Cedar Falls Page 20 of 32 10/6/2016 QC Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 TestAmerica Job ID: 310-90316-1 Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued) Lab Sample ID: 310-90316-1 MS MS Prep Type: Total/NA Matrix: Soil Surrogate %Recovery Qualifier Analysis Batch: 143115 DCB Decachlorobiphenyl (Sun) 63 mg/Kg Sample Sample Spike MS Ms Analyte Result Qualifier Added Result Qualifier PCB -1016 <0.0597 0.235 0.1426 PCB -1260 <0.0597 0.235 0.1430 MSD MSD Surrogate %Recovery Qualifier Limits DCB Decachlorobiphenyl (Sun) 58 10-110 Tetrach/oro-m-xylene 59 10-110 Method: OA -2 - Iowa - Extractable Petroleum Hvdrocarbons (GC) Lab Sample ID: MB 310-143661/1-A Matrix: Solid Analysis Batch: 143720 Client Sample ID: SB -4 Prep Type: Total/NA Prep Batch: 143001 %Rec. Unit D %Rec Limits mg/Kg T 61 15-110 mg/Kg a 61 10-115 MS MS Prep Type: Total/NA - 120 Surrogate %Recovery Qualifier Limits D %Rec Limits RPD Limit DCB Decachlorobiphenyl (Sun) 63 mg/Kg 10-110 Gasoline Tehachloro-m-xylene 61 mg/Kg 10-110 10/06/1610:14 Lab Sample ID: 310-90316-1 MSD Diesel <9.80 9.80 Matrix: Soil 10/05/1616:29 10/06/1610:14 1 Waste Oil Analysis Batch: 143115 9.80 mg/Kg 10/05/16 16:29 10/06/16 10:14 1 Sample Sample Spike MSD MSD Analyte Result Qualifier Added Result Qualifier PCB -1016 <0.0597 0.235 0.1335 PCB -1260 <0.0597 0.235 0.1309 MSD MSD Surrogate %Recovery Qualifier Limits DCB Decachlorobiphenyl (Sun) 58 10-110 Tetrach/oro-m-xylene 59 10-110 Method: OA -2 - Iowa - Extractable Petroleum Hvdrocarbons (GC) Lab Sample ID: MB 310-143661/1-A Matrix: Solid Analysis Batch: 143720 Client Sample ID: SB -4 Prep Type: Total/NA Prep Batch: 143001 %Rec. Unit D %Rec Limits mg/Kg T 61 15-110 mg/Kg a 61 10-115 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 143661 Client Sample ID: SB -4 4-M Prep Type: Total/NA - 120 Prep Batch: 143001 %Rec. RPD Unit D %Rec Limits RPD Limit mg/Kg ❑ 57 15-110 7 40 mg/Kg c 56 10-115 9 40 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 143661 MB MB Surrogate %Recovery Qualifier Limits n-Octacosane 55 40-135 Lab Sample ID: LCS 310-143661/2-A Matrix: Solid Analysis Batch: 143720 Spike LCS LCS Analyte Added Result Qualifier niesel 128 72.07 LCS LCS Surrogate %Recovery Qualifier Limits n-Octacosane 55 40-135 Prepared Analyzed Dil Fac 1010511616:29 1010611610:14 1 Client Sample ID: Lab Control Sample Prep Type: TOtaI/NA ^,prep Batch: 143661 Unit Dc MB MB 4-M mg/Kg - 120 Analyte Result Qualifier RL MDL Unit D Prepared Analyzed oil Fac Gasoline <9.80 9.80 mg/Kg 10/05/1616:29 10/06/1610:14 1 Diesel <9.80 9.80 mg/Kg 10/05/1616:29 10/06/1610:14 1 Waste Oil <9.80 9.80 mg/Kg 10/05/16 16:29 10/06/16 10:14 1 Total Extractable Hydrocarbons - <14.7 14.7 mg/Kg 10/05/16 16:29 10/06/1610:14 1 MB MB Surrogate %Recovery Qualifier Limits n-Octacosane 55 40-135 Lab Sample ID: LCS 310-143661/2-A Matrix: Solid Analysis Batch: 143720 Spike LCS LCS Analyte Added Result Qualifier niesel 128 72.07 LCS LCS Surrogate %Recovery Qualifier Limits n-Octacosane 55 40-135 Prepared Analyzed Dil Fac 1010511616:29 1010611610:14 1 Client Sample ID: Lab Control Sample Prep Type: TOtaI/NA ^,prep Batch: 143661 Unit Dc :JRec. stimits 4-M mg/Kg - 120 <x .. y'r 0 TestAmerica Cedar Falls Page 21 of 32 10/6/2016 A P, QC Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 Method: 6010C - Metals (ICP) Lab Sample ID: MB 310-142942/1-A Matrix: Solid Analysis Batch: 143096 TestAmerica Job ID: 310-90316-1 Client Sample ID: Method Blank Prep Type: Total/NA Prep Batch: 142942 Method: 7471B - Mercury (CVAA) FLab Sample ID: MB 310-142998/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 143053 Prep Batch: 142998 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Merwry ,0 0189 0.0189 mg/Kg 09/29/1611:51 09/29/161422 1 Lab Sample ID: LCS 310-142998/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 143053 Prep Batch: 142998 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Mercury 0.138 0.1349 mg/Kg 98 80-120 Method: 9012B - Cyanide, Total andor Amenable o Lab Sample ID: MB 310-143133/1-A Matrix: Solid Analysis Batch: 143216 MB MB Analyte Result Qualifier RL Cyanide, Total <0.942 0.942 ClwPt'San Me IDI"hod Blank �-t =Prep Type: TotalINA cs� PrepPatch:143133 MDL Unit D Riw"d AnIA oil Fac mg/Kg 09I 9:3 09/30 :35 1 tD D � 0 TestAmerica Cedar Falls Page 22 of 32 10/6/2016 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Arsenic <3.87 3.87 mg/Kg 09/29/16 07:59 09/29116 16:05 1 Barium <0.484 0.484 mg/Kg 09/29/1607:59 09/29/1616:05 1 Cadmium <0.967 0.967 mg/Kg 09/29/1607:59 09/29/1616:05 1 Chromium <0.967 0.967 mg/Kg 09/29/1607:59 09129/1616:05 1 Lead <4.84 4.84 mg/Kg 09/29/16 07:59 09/29/16 16:05 1 Selenium <7.25 7.25 mg/Kg 09/29/1607:59 09/29/1616:05 1 Silver <0.967 0.967 mg/Kg 09/29/16 07:59 09/29/16 16:05 1 rLab Sample ID: LCS 310-142942/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 143096 Prep Batch: 142942 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Arsenic 194 203.9 mg/Kg 105 80-120 Barium 96.9 99.01 mg/Kg 102 80-120 Cadmium 96.9 100.1 mg/Kg 103 80-120 Chromium 96.9 98.69 mg/Kg 102 80-120 Lead 194 203.3 mg/Kg 105 80-120 Selenium 388 401.8 mg/Kg 104 80-120 Silver 96.9 100.8 - mg/Kg 104 80-120 Method: 7471B - Mercury (CVAA) FLab Sample ID: MB 310-142998/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Total/NA Analysis Batch: 143053 Prep Batch: 142998 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Merwry ,0 0189 0.0189 mg/Kg 09/29/1611:51 09/29/161422 1 Lab Sample ID: LCS 310-142998/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 143053 Prep Batch: 142998 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Mercury 0.138 0.1349 mg/Kg 98 80-120 Method: 9012B - Cyanide, Total andor Amenable o Lab Sample ID: MB 310-143133/1-A Matrix: Solid Analysis Batch: 143216 MB MB Analyte Result Qualifier RL Cyanide, Total <0.942 0.942 ClwPt'San Me IDI"hod Blank �-t =Prep Type: TotalINA cs� PrepPatch:143133 MDL Unit D Riw"d AnIA oil Fac mg/Kg 09I 9:3 09/30 :35 1 tD D � 0 TestAmerica Cedar Falls Page 22 of 32 10/6/2016 QC Sample Results Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 TestAmerica Job ID: 310-90316-1 1 Method: 9012B - Cyanide, Total andor Amenable (Continued) Lab Sample ID: LCS 310-143133/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 143216 Prep Batch: 143133 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Cyanide, Total 9.43 9.357 mg/Kg 99 90-110 Lab Sample ID: 310-90316-1 MS Client Sample ID: SB -4 Matrix: Soil Prep Type: Total/NA Analysis Batch: 143216 Prep Batch: 143133 Sample Sample Spike MS MS %Rec. Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits Cyanide, Total <1.11 T -1 —F2 11.6 7.776 Fi mg/Kg 67 90-110 Lab Sample ID: 310-90316-1 MSD Client Sample ID: SB -4 Matrix: Soil Prep Type: Total/NA Analysis Batch: 143216 Prep Batch: 143133 Sample Sample Spike MSD MSD %Rec. RPD Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit Cyanide, Total <1.11 F1 F2 9.98 9.955 F2 mglKg T 100 90-110 25 20 Method: Moisture - Percent Moisture Lab Sample ID: 310-90316-1 DU Matrix: Soil Analysis Batch: 143008 Sample Sample DU DU Analyte Result Qualifier Result Qualifier Percent Moisture 16.4 17.1 Percent Solids 83.6 82.9 Page 23 of 32 Unit D o� o� Client Sample ID: SB -4 Prep Type: Total/NA RPD RPD Limit 4 20 0.9 20 N ,Grn p 1'1 ax .n 0 TestAmerica Cedar Falls 10/6/2016 Prep Batch: 143002 Lab Sample ID 310-90316-1 310-90316-2 MB 310-143002/1-A LCS 310-143002/2-A 310-90316-1 MS 310-90316-1 MSD Analysis Batch: 143128 Client Sample ID Prep Type QC Association Summary Method Prep Batch SB -4 SB -5 Total/NA Total/NA Client: Braun Intertec Corporation 3546 3546 Lab Control Sample TestAmerica Job ID: 310-90316-1 Solid Project/Site: Riverfront Crossing Park B1608580 8270D Lab Control Sample TotaVNA Solid 3546 143002 SB -4 Total/NA Soil 3546 TotaVNA GCIMS VOA Total/NA Soil 3546 Prep Batch: 143093 LCS 310-14300112-A Lab Control Sample TotaVNA Solid Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Soil 31D-90316-1 SB -4 TotaVNA Soil 5035 Total/NA Soil 310-90316-2 SB -5 Total/NA Soil 5035 MB 31 D -143093/1-A Method Blank TotaVNA Solid 5035 LCS 310-143093/2-A Lab Control Sample Total/NA Solid 5035 Analysis Batch: 143094 M Lab Sample ID Client Sample ID Prep Type Matrix Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch Soil 31D-90316-1 SB -4 TotaVNA Soil 8260C 143093 Soil 310-90316-2 SB -5 Total/NA Soil 8260C 143093 Solid*8082A� MB 310.143093/1-A Method Blank TotaVNA Solid 8260C 143093 Solid LCS 310-143093/2-A Lab Control Sample Total/NA Solid 8260C 143093 Soil GC/MS Semi VOA 143001 Prep Batch: 143002 Lab Sample ID 310-90316-1 310-90316-2 MB 310-143002/1-A LCS 310-143002/2-A 310-90316-1 MS 310-90316-1 MSD Analysis Batch: 143128 Client Sample ID Prep Type Matrix Method Prep Batch SB -4 SB -5 Total/NA Total/NA Soil Soil 3546 3546 Lab Control Sample Method Blank Total/NA Solid 3546 8270D Lab Control Sample TotaVNA Solid 3546 143002 SB -4 Total/NA Soil 3546 TotaVNA SBA Total/NA Soil 3546 Lab Sample ID Client Sample ID 31D-90316-1 SB41 310-90316-2 SB -5 MB 310-143002/1-A Method Blank LCS 310-143002/2-A Lab Control Sample 310-90316-1 MS SB -4 310-90316-1 MSD SB -4 GC Semi VOA Prep Batch: 143001 Prep Type Matrix Method Prep Batch Total/NA Soil 8270D 143002 TotaVNA Soil 8270D 143002 Total/NA Solid 8270D 143002 Total/NA Solid 8270D 143002 Total/NA Soil 8270D 143002 TotaVNA Soil 8270D 143002 Lab Sample 10 Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 SB -4 Total/NA Soil 3546 310-90316-2 SB -5 TotaVNA Soil 3546 MB 310-143001/1-A Method Blank TotaVNA Solid 3546N LCS 310-14300112-A Lab Control Sample TotaVNA Solid 35460 � 310-903161 MS SB -4 Total/NA Soil CD 62>• 310-90316-1 MSD SB -4 Total/NA Soil 6 7 1 Analysis Batch: 143115 �n CD M Lab Sample ID Client Sample ID Prep Type Matrix -<�thq= Prep Batch 310-903161 SB -4 Total/NA Soil p2A 143001 310-903162 SB -5 Total/NA Soil =- o 2A%9 143001 MB310-143001/1-A Method Blank TotaVNA Solid*8082A� 143001 LCS 310-143001/2-A Lab Control Sample TotaVNA Solid 8082A 143001 310-90316-1 MS SB -4 Total/NA Soil 8082A 143001 TestAmerica Cedar Falls Page 24 of 32 10/6/2016 QC Association Summary Client: Braun Intertec Corporation TestAmerica Job ID: 310-90316-1 Project/Site: Riverfront Crossing Park B1608580 GC Semi VOA (Continued) Client Sample ID Prep Type Matrix Method Analysis Batch: 143115 (Continued) 310-90316-1 - _ SB -4 TotaVNA Soil Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 MSD SB -4 TotaVNA Soil 8082A 143001 Prep Batch: 143661 Solid OA -2 143661 LCS 310-143661/2-A Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 SB -4 Total/NA Soil 3546 310-90316-2 SB -5 Total/NA Soil 3546 Matrix MB 310-143661/1-A Method Blank Total/NA Solid 3546 TotaVNA LCS 310-143661/2-A Lab Control Sample Total/NA Solid 3546 SB -5 Analysis Batch: 143720 Lab Sampie ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 - _ SB -4 TotaVNA Soil OA -2 143661 310-90316-2 SB -5 Total/NA Soil OA -2 143661 MB 310-143661/1-A Method Blank Total/NA Solid OA -2 143661 LCS 310-143661/2-A Lab Control Sample TotaVNA - - - Solid - OA -2 143661 Metals Prep Batch: 142942 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 SBA Total/NA Soil 3050B Solid 310-90316-2 SB -5 Total/NA Soil 3050B MB 310-142942/1-A Method Blank Total/NA Solid 3050B LCS 310-142942/2-A - - Lab Control Sample - - TotaVNA - Solid 30508 Prep Batch: 142998 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 SB -4 TotaVNA Soil 7471B 310-90316-2 SB -5 Total/NA Soil 7471B MB 310-142998/1-A Method Blank Total/NA Solid 7471B LCS 310-142998/2-A Lab Control Sample Total/NA - Solid - 7471B Analysis Batch: 143053 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 SBA Total/NA Soil 74718 142998 310-90316-2 SB -5 Total/NA Soil 7471B 142998 MB 310-142998/1-A Method Blank Total/NA Solid 74718 142998 LCS 310-142998/2-A Lab Control Sample Total/NA Solid 7471B 142998 Analysis Batch: 143096 FLab Sample ID 310-90316-1 310-90316-2 MB 310-142942/1-A LCS 310-142942/2-A Client Sample ID Prep Type Matrix SBA Total/NA Soil SB -5 Total/NA Soil Method Blank Total/NA Solid Lab Control Sample Total/NA Solid 0 Batch t.. ROC-- 142942 _jF;OC�0 r -.142942 M -<goc 142942 ti+1i s t TestAmerica Cedar Falls Page 25 of 32 10/6/2016 A QC Association Summary Client: Braun Intertec Corporation TestAmerica Job ID: 310-90316-1 Project/Site: Riverfront Crossing Park B1608580 General Chemistry Analysis Batch: 143008 Client Sample ID Prep Type Matrix Method Prep Batch Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 SBA Total/NA Soil Moisture 310-90316-2 SB -5 Total/NA Soil Moisture 310-90316-1 DU SB -4 TotaVNA Soil Moisture Prep Batch: 143133 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 SB -4 TotaVNA Soil 9012B 310-90316-2 SB -5 Total/NA Soil 90128 MB 310-143133/1-A Method Blank Total/NA Solid 9012B LCS 310-143133/2-A Lab Control Sample Total/NA - Solid 9012B 310-90316-1 MS SB -4 Total/NA Soil 9012B 310-90316-1 MSD SB -4 Total/NA Soil 9012B Analysis Batch: 143216 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 310-90316-1 SB -4 TotaVNA Soil 9012B 143133 310-90316-2 SB -5 TotaVNA Soil 9012B 143133 MB 310-143133/1-A Method Blank Total/NA Solid 9012B 143133 LCS 310-14313311-A Lab Control Sample Total/NA Solid 9012B 143133 310-90316-1 MS SB -4 TotaVNA Soil 9012B 143133 310-90316-1 MSD SB -4 TotaVNA Soil 90128 143133 TestAmerica Cedar Falls Page 26 of 32 10/6/2016 N Ea J Q O . O TestAmerica Cedar Falls Page 26 of 32 10/6/2016 Lab Chronicle Client: Braun Intertec Corporation TestAmerica Job ID: 310-90316-1 Project/Site: Riverfront Crossing Park B1608580 Client Sample ID: SB -4 Lab Sample ID: 310-90316-1 Date Collected: 09/28/16 10:30 Matrix: Soil Date Received: 09/28116 16:10 I A Client Sample ID: SB -4 Batch Batch Dilution Batch Prepared DEM2 Matrix: Soil Date Received: 09/28/16 16:10 Analysis 8270D Percent Solids: 83.6 Batch Batch Dilution Batch Prepared TAL CF Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 3546 TCH TAL CF til 143661 10/05/16 16:29 DEM2 TAL CF Total/NA Analysis OA -2 1 143720 10/06/16 12:17 VIA TAL CF TotaUNA Analysis Moisture 1 143008 09/29116 12:29 SAS TAL CF I A Client Sample ID: SB -4 Prep 3546 Lab Sample ID: 310-90316-1 Date Collected: 09/28/16 10:30 09/29/16 12:11 DEM2 Matrix: Soil Date Received: 09/28/16 16:10 Analysis 8270D Percent Solids: 83.6 Batch Batch Dilution Batch Prepared TAL CF Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 5035 143093 09/30/1607:42 TCH TAL CF Total/NA Analysis 8260C 1 143094 09/30/1610:54 TCH TAL CF til Total/NA Prep 3546 Total/NA 143002 09/29/16 12:11 DEM2 TAL CF Total/NA Analysis 8270D 1 143128 09/30/16 14:47 DMD TAL CF Total/NA Prep 3546 Analysis 143001 09/29/16 12:09 DEM2 TAL CF Total/NA Analysis 8082A 1 143115 09/30/16 11:54 BKT TAL CF Total/NA Prep 30508 Total/NA Analysis Moisture 142942 09/29/16 12:17 OAD TAL CF Total/NA Analysis 6010C 1 143096 09/29/16 17:10 OAD TAL CF Total/NA Prep 74718 DEM2 142998 09/29/1611:51 JNR TAL CF Total/NA Analysis 7471B 1 143053 09/29/1614:52 SAD TAL CF Total/NA Prep 9012B 143133 09/30/16 09:33 AMS TAL CF Total/NA Analysis 90128 1 143216 09/30/1619:37 JMH TAL CF Client Sample ID: SB -6 Type Method Run Total/NA Lab Sample ID: 310-90316-2 Date Collected: 09/28/16 11:00 Total/NA Analysis 8260C Matrix: Soil Date Received: 09/28/16 16:10 3546 Total/NA Analysis _ 8270D Batch Batch Dilution Batch Prepared Analysis Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Total/NA Prep 3546 09/30/16 11:19 143661 10/05/16 16:29 DEM2 TAL CF Total/NA Analysis OA -2 1 143720 10/06/1612:32 VIA TAL CF Total/NA Analysis Moisture 1 143008 09/29/16 12:29 SAS TAL CF Client Sample ID: SB -6 Lab Samp ID: 310-90316-2 Date Collected: 09/28/16 11:00 0 b atrix: Soil Date Received: 09/28/16 16:10 P :Rercenl9olids: 74.4 Batch Batch Prep Type Type Method Run Total/NA Prep 5035 - Total/NA Analysis 8260C Total/NA Prep 3546 Total/NA Analysis _ 8270D Total/NA Prep 3546 Total/NA Analysis 8082A Total/NA Prep 30508 Dilution Batch Prepared Factor Number or Analyzed Analyses b y.qy 1 , 1 143093 09/30/16 07:42 TCH L 1 143094 09/30/16 11:19 TCH p L Q& Q 143002 09/29/16 12:11 DEM2 )> TAL 4- 10 143128 09130/16 15:11 DMD TAL OFA 143001 09/29/16 12:09 DEM2 TAL CF 1 143115 09130/16 11:33 BKT TAL CF 142942 09/29/16 12:17 OAD TAL CF Page 27 of 32 TestAmerica Cedar Falls 10/6/2016 Lab Chronicle Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park 81608580 TestAmerica Job ID: 310-90316-1 1 Client Sample ID: S13-5 Lab Sample ID: 310-90316-2 Date Collected: 09/28/16 11:00 Matrix: Soil Date Received: 09/28/16 16:10 Percent Solids: 74.4 Dilution Batch Batch Prep Type Type Method Run Total/NA Analysis 6010C Total/NA Prep 7471B TotaVNA Analysis 7471B TotaVNA Prep 90128 Total/NA Analysis 9012B Dilution Batch Prepared Factor Number or Analyzed Analyst Lab 1 143096 09/29/16 17:12 CAD TAL CF 142998 09/29/16 11:51 JNR TAL CF 1 143053 09/29/16 14:53 SAD TAL CF 143133 09/30/16 09:33 AMS TAL CF 1 143216 09/30/16 19:40 JMH TAL CF Laboratory References: TAL CF = TestAmerica Cedar Falls, 704 Enterprise Drive, Cedar Falls, IA 50613, TEL (319)277-2401 Page 28 of 32 N O_ J C') c.0 ox %D 0 rn TestAmerica Cedar Falls 10/6/2016 Method Summary Client: Braun Intertec Corporation Project/Site: Riverfront Crossing Park B1608580 TestArnerica Job ID: 310-90316-1 Method Method Description Protocol Laboratory 8260C Volatile Organic Compounds by GCIMS SW846 TAL CF 8270D Semivolatile Organic Compounds (GC/MS) SW846 TAL CF 8082A Polychlorinated Biphenyls (PCBs) by Gas Chromatography SW846 TAL CF OA -2 Iowa - Extractable Petroleum Hydrocarbons (GC) Iowa DNR TAL CF 6010C Metals (ICP) SW846 TAL CF 74718 Mercury (CVAA) SW846 TAL CF 90128 Cyanide, Total andor Amenable SW846 TAL CF Moisture Percent Moisture EPA TAL CF Protocol References: EPA = US Environmental Protection Agency Iowa DNR = Iowa Department of Natural Resources SW846 ='Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates. Laboratory References: TAL CF = TestAmerica Cedar Falls, 704 Enterprise Drive, Cedar Falls, IA 50613, TEL (319)277-2401 TestAmerica Cedar Falls Page 29 of 32 10/6/2016 N D iLA� b T rn o �x w 0 TestAmerica Cedar Falls Page 29 of 32 10/6/2016 TestAmericaTHE LEADER IN EWVIRONhIWAL TMNG IIIII 11 I III 11111111111111I 310.130316 Cham of Custody Cooler/Sample Receipt and Temperature Log Form Client: City/State: 7 � C' l Project `jwf� C f-0. 'Receiptloformatron: `-• __ " :;:;?-kris r-: 4 �•:.__-:. _. ;:ra it. -,_ . n - - y$'3-r-�i Date/rime Received: __� 6 �`...; Received By: DeliveryType: ❑ UPS ❑ FedEx ❑ FedEx Ground ❑ US Mail ❑ Spee -Dee Q.TI Courier ❑ TA Feld Services ❑ Ciient Drop-off ❑ Other b6dW6ri of Cootei/Containers`_r ` " ' '%" :_ -• r -- - — :�Y> - - _' -; Sample(s) received in Cooler? es ❑ No If yes: Cooler ID: Multiple Coolers? ❑ Yes o If yes: Cooler# _of Cooter Custody Seals Present? ❑ Yes Q. 0 If yes: Cooler custody seals intact? ❑ Yes ❑ No Sample Custody Seals Present? ❑ Yes �lo If yes: Sample custody seals intact? El Yes ❑ No Trip Blank Present? ❑ Yes EXO If yes: Which VOA samples are in cooler? 1 Coolant: [3 et ice ❑ Blue ice Temperature Blank? ELXs ❑ No Nor If yes, use temp blank for measuremer Thermometer ID: Uncorrected im_jTeC) ❑ Dry ice ❑ Other, [I NONE ID & Bottle Type: 6,2— So r I j cfr If no, spec sample ID sl and bottle type used to take measurem Correction Factor ('C):' -- — Corrected Temp ('C): - —G - 1) If temperature exceeds criteria, was sample(s) received same day of sampling? ❑ y18P M_No a) If yes: Is there evidence that the chilling process began? 11 -C [gNo r 2) If temperature is <08C, are there obvious signs that the integrity of sample containers3i (e.g., bulging septa, broken/cracked bottles?) E] Yes ❑ No p1t�s 7C �o Nor H yes, contact PM before roceeding. If no, proceed with login — Additionaf Document: CF -LG -WI -002 Page 30 of 32 10/6/2016 I TestAmerica Cedar Falls Chain of Custody Record Test meriea 704 Enterprise Drive THE LEADER IN ENVIRONMENTAL TESTING Cedar Falls, IA 50613 phone 319.277.2401 fax 319.277.2425 Regulatory Program: d1w L)WDES MCRA Other TestAmerica Laboratories, Inc. Client Contact Project Manager: Ashley Pasaksmis Site Contact: Ashley Pasakamis Date: September 28, 2016 COC No: Braun Intense Tel/Fax: (319) 365-0881 Lab Contact: Shawn Hayes Carrier: 1 of _1 COCl 1901 16th Ave SW Suite #2 Analysis Turnaround Time i > yo E w Cm u c °t R U > `—" y' ¢ a o 2 a i " E n° E „ U r w ,., q <_ Sampler: Cedar Rapids, IA 52404 ❑CALENDAR MYS _ WORKING OAvs For Lab Use Only: Walk-in Client: Lab Sampling: (319) 365-0981 Phone TAT it different from Below t weeks ❑ 1 week (] z darn �+ L ao-y (319) 365.1306 FAXj� Project Name: Riverfront Crossing Park Site: Iowa City, IA Job /SDG No. P O# 81608580 Sample Identification Sample Date Sample Time amps Type Ic•[amo. wmeel Matrix sof Cont, Sample Specific Notes. SBA 928/16 1030 AM G Soil 2 X X X X X X SB -5 928/16 11:00 AM G Soil 2 X X X X X X N w w Preservation Used: 1= Ice, 2= HCI; 3= H2SO4; 4aHNO3; S=NaOH; 6= Other 011— #1Possible PossibleHazard Identification: Are any samples from a listed EPA Hazardous Waste? Please List any EPA Waste Codes for the sample in the Comments Section if the lab is to dispose of the sample. Sample Disposal (A fee may be assessed if samples are retained longer than 1 month) Deetem to Dent [�Gsl oszl by lab 1.Archive for _ Months '_+_)4on-Hazard Dlammaele ,_ Pdaen 0 DinknoNn Special Instructions/OC Requirements 8 -Comments`. ,:UJ lv "'_iO Custody Seals Intact: ' t No i Custody Seal No.. ooler Temp. ( bs orrd: Therm ID No.. Relinquished by: Jordan M. Smith �L,,r Comps/�yy: Braun Intenec Date/Time: R eivetl by. Comonnv. /� DateMnneG [Relinquished by: F.,., j e w Company Date/Time: 9/zElb IL) Received by: ICompany', Date/ I ane: Relinquished by: 0 Company: Date/Time: Rec - e In La story b . Com_pay Date7Time: Farm No. CA -C -WI -002, Rev. 4.2, dated 04/02/2013 C Login Sample Receipt Checklist Client: Braun Intertec Corporation Login Number: 90316 List Number: 1 Creator: Patrick, Kathryn A Question Radioactivity wasn't checked or is </= background as measured by a survey meter. The cooler's custody seal, if present, is intact. Sample custody seals, if present, are intact. The cooler or samples do not appear to have been compromised or tampered with. Samples were received on ice. Cooler Temperature is acceptable. Cooler Temperature is recorded. COC is present. COC is filled out in ink and legible. COC is filled out with all pertinent information. Is the Field Sampler's name present on COC? There are no discrepancies between the containers received and the COC. Samples are received within Holding Time (excluding tests with immediate HTs) Sample containers have legible labels. Containers are not broken or leaking. Sample collection date/times are provided. Appropriate sample containers are used. Sample bottles are completely filled. Sample Preservation Verified. There is sufficient vol. for all requested analyses, Ind. any requested MS/MSDs Containers requiring zero headspace have no headspace or bubble is <6mm (1/4"). Multiphasic samples are not present. Samples do not require splitting or compositing. Residual Chlorine Checked. Job Number: 310-90316-1 List Source: TestAmerica Cedar Falls Answer Comment N/A N/A N/A True True True True True True True True True True True True True True True True True True True True N/A /� 0 TestAmenca Cedar Falls Page 32 of 32 10/6/2016 a 1' vo E 'F OMT �. 'O:L;.lm4% q w oft Iak II, - C E R T I F I C A T I O N ✓WEw Oi Mrr mat Poramlll G .0 -Ma Mu"im.. rB �1.......• O4S§ cd mat. QPo N,1 Yym.O prbaaabntl ErpMth erunEere btlN 3YNblowa. lA,U3L„PE W •.voR noN . m � uRo11iECI 3i,o ••.• A. DATE 111YrWetre11m mY'e �/'r, Jww ]O. 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N a"5 m lb 1< W 0 W 1. v z �w o m PROJECT LOCATION K i, 1001 SOUTH CLINTON STREET 52240 OakI 1 Ihereoy 0-.0ffy Mat MISar neennp «umenlwe Wepw M LANDSCAPE ARCHITECT uMm my Oreo Pero 111 suNSv- n a. mat 1 am a dull CONFLUENCE Lu 1Mn otpel .1 p . rJMe I. of eSWi bYwP. 0 CLYDE J. H0A11L)E3 . .M). S M�YDeatN 31, m). I-ERRGreen ^; Y. i r', I111V11Wis8HEET3 0-7 a HR GREEN INC. CITY OF IOWA CITY IOWA CITY, IOWA 2017 LOCATION MAP — 2 E 0 1 .. KI R X11000 AVE _ U l.................... N a"5 m lb 1< W 0 W 1. v z �w o m PROJECT LOCATION K i, 1001 SOUTH CLINTON STREET 52240 OakI 1 ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE Lu F zao, sE, surnito RMK13, u uaD1 r � PX: 319.0-011.5101 2niI1 !:TI^ If P,t,= /d. ) CITY I I-ERRGreen ^; Y. i r', CNIL ENGINEER HR GREEN INC. 11710 EARHART LWE M Y PN: 31911,11W W f hCT: AURW OMNNUP STATE OF IOWA COUNTY olowmw U[E CALL 1-800-292-8989 www.iowaonecall.com �� ti raz 1 p somwIwo I CITY OF IOWA CITY UNESCO CITY OF LITERATURE Y /d. ) 'U V Y rZ�/5 V~ M U O LLI 3: U) O U o d Z Of LL Of \w SUBMITTAL DATES wmmOlYNrr ! mN rmm�aW. E COVER SHEET CONFLUENCE PROJECT NO 15106 0-/15/3017 11:N.37 M A 1 0:\10150111\GSD\D gs\A\Al,cIw9 CML LEGEND SHEET DESIGNATIONS AT SHEET NUMBER DISCIPLINE 5/19/2017 2:02:18 PM 0:\10150111\CAD\Dwgs\A\A2.Ow9 NOTE: NOT ALL ABBREVU.TIONS OR SYMBOLS SHOWN IN THESE USTS MAY BE USED IN THIS PROJECT. CONTACT ARCHITECT OR ENGINEER FOR CLARIFICATION OF ANY DISCREPANCIES. SYMBOL LEGEND 1050 EXISTING MAJOR CONTOUR R2 BENCHMARK. CONIDIA POINT. Sheet Number Sheet Title NOFRN ELEVATION INOGi01R -1019----- EXISTING MINOR CONTOUR ■ CONCRETE MONUMENT ----- --- EXISTING PERMANENT EASEMENT • IRON PIN FOUND ------ ---------- EXISTING TEMPORARY EASEMENT O IRON PIN SET - - /.. EXISTING FENCE • OPEN PIPE - _------_X_ EXISTING ROW FENCE I ROW RAIL M OVERALL SITE PVN - INCLUDING ALTERNATES 0 20 --- — -- — — EXISTING GRAVEL SURFACE ♦ SECTION CORNER B - TYPICAL SECDONS V4 I 'p' VS BI EXISTING LOT UNE X ID % C - TABULATIONS 6 GENERAL CI NOTES GENERAL NOTES ® AREA MAGE AREA I - EXISTING SECTION LINE i FIRE HYDRANT UI EXISTING UNDERGROUND TELEVISION E-- GUY WIRE ONE EXISTING OVERHEAD ELECTRIC D WJLBO% UGE EASING UNDERGROUND ELECTRIC ESTIMATE REFERENCE NOTES POWERPOLE FO EXISTING FIBER OPTIC ELEVATION. SECTION OR DETAIL. CONIFEROUS TREE GAS-- EXISTING GAS ® DECIDUOUS TREE SAN - EXISTING SANITARY SEWER 0 CORNER MONUMENT ST EXISTING STORM SEMDR (•� BEEHIVE INTAKE SECTION INDICATOR nT TRAL A STARING PLAN _ H— EXISTING CULVERT 0 CABLE BOX LOT EXIST UNDERGROUND TELEPHONE O CLEAN OR AI X27 012 TRAIL B PLAN k PROFILE RALSTON CREEK CROSS SECTIONS EXISTING TRAFFIC SICNNJNG m ELECTRIC METER AI MATCH UNE INDICATOR Q ELECTRIC BOX w EXISTING WATER O PHONE BOOM TTT� EXISTING RR (p GAS METER SD SUBDRABN 030 CURB WAz 1041 MINOR CONTOUR t HANDICAP 041 TRIAL E STAKING PUN -1048- IMIOR CONTOUR ® INTAKE y TRAIL F PLN 0 PROFUE EASEW UCAS POE DD51 SAND. GRAVII, A" TRAL F STAKING PLAN TEMWMNEM aP01%� EASEMOMENT O5 SANITARYSANITARY ARMHOLE E -RALSTON CREEK PVN MONITORING WELL FLOOD PWN O POST -10WR FID 100 YEAR FLOOD WAY RAILROAD SIGH Al {� PENCE 'S SATEUTIE DISH - - - - - - GRADING UNITS -M F1 SIGN CONSTRUCTION UNITS ® SON - STAGING AREA 0 SOIL BORING N PUCE CONCRETE. E6 RALSTON CREEK PLAN A PROFlIE DCAST SILT FENCE i� TREE STUMP MEN MEN MEN MEN MEN MEN STORM SEWER O TELEPHONE BOX-R/W- RIGHT OF WAY I- TELEPHONE PERI _ SCET PILE G - REFERENCE TIES G BENCH MANS W WATER UNE SURVEY CONTROL ! SOL BORING PIAN INAFFTC LIGHT G2 ALIGNMENT DATA INFORMATION v 61 SUDAS TYPE I LAWN SEED MIX SANITARY SEWER 4E)0 TRAFFIC SIGNAL H - RI]gJNS TRAFFIC SIGN RDIOVAL PLAN YARD UGHT OEIA.%IIKKI J - ElECIOCAL SHEETS ® BURIED vALvE Jl H BURIED WATER V&W FABRIC ENCAPSULATED SOL UFT J2 X REMOVE TREE J3 0 BOLLARD J4 • EASEMENT MT 2� TO 6' ROUNDED RROCK O\ EAS TEMPORARYEMENT N -TRAFFIC SIGNAL SHEETS J INLET PROTECTION NI ❑ CONCRETE WASH -OR MACADAM STONE N2 SHEET DESIGNATIONS AT SHEET NUMBER DISCIPLINE 5/19/2017 2:02:18 PM 0:\10150111\CAD\Dwgs\A\A2.Ow9 NOTE: NOT ALL ABBREVU.TIONS OR SYMBOLS SHOWN IN THESE USTS MAY BE USED IN THIS PROJECT. CONTACT ARCHITECT OR ENGINEER FOR CLARIFICATION OF ANY DISCREPANCIES. SYMBOL LEGEND SHEET INDEX LANDSCAPE PUN (RIFFS) R2 TRITE NODAL ARNYY' ORIENTATION Is SJR1 Eo TO Sheet Number Sheet Title NOFRN TRUE MORIN OR AS CLOSE TO A - GENERAL -/LEI R5 TRUE NORM AS KNOWN DATA RES CASCADE DETALS u-DETNIs Al COYER SHEET pno E ALIS R! PIAN NORTH M AL2 SHEET INDEX, ILFGENOS ♦ SY00 ® OR IENTARIS CLOSEST TO E NORM AND INCREASES RIFFLE DETAILS ti� CITY OVERALL NE PLAN -BASE BID RIFFLE DETAILS COMMUNICATION WHEN ADDRESSING SIDES OF A STRUCTURE. M OVERALL SITE PVN - INCLUDING ALTERNATES 0 20 AS EXISTING CONDITIONS BRINE DETNLS CML SCALE BAR B - TYPICAL SECDONS V4 I 'p' VS BI TYPICAL SECTIONS BLDG DETAIL OR SECTION C - TABULATIONS 6 GENERAL CI NOTES GENERAL NOTES SCALE: To srxE W2 BIO ALT NO 1 PNFfR TRIAL SEGMENT C2 ESTIWRD PROJECT OIUVJITIR 1 DETAIL (NOT TO SCALE) C4 CS ESTIMATE REFERENCE NOTES ESTIMATE REFERENCE NOTES SCALE: NONE W12 BIO ALT NO 2 CIRCLE DRIVE 6: PARKING LOT STORM SEWER CS ESTIMATE REFERENCE NOTES T ICA- NOTE: BIO ALT NO 2 DETAILS AND SCHEWLES ELECTfiCIL C7 ESTIMATE REFERENCE NOTES 1. NOTES ASSOCIATED WITH SHEET. PLAN. CIO STORM h SANITARY SEWER TABULATIONS ELEVATION. SECTION OR DETAIL. D - TRIAL PIAN R PROFILES BIO N.T NO 2 TRAIL H STARING PLAN W19 BID ALT NO 2 CIRCLE DRIVE h PARKING LOT - WNDSCAPE PIAN TRAIL KEY PLAN 51 e DEAL INDICATOR 02 02 TRIAL A PLAN h PROFlIE BIO ALT NO 3 FIRST ST PEpESTRVN ERODE RRL I STRONG PVN X -CROSS SECTIONS DT D4 TRAL A PIAN k PROXE TRAL A PLAN Q PROFILE 1 AI SECTION INDICATOR D5 TRAL A STARING PLAN RALSTON GREEK CROSS SECTIONS X23 010 TRAL B PLAN A PRORU 1 ELEVATION INDICATOR 011 TRAL B PIAN R PROFIT£ AI X27 012 TRAIL B PLAN k PROFILE RALSTON CREEK CROSS SECTIONS X29 D13 TRAIL B STAKING PUN AI MATCH UNE INDICATOR D14 5 GIIBERT ST R HINT 6 INTERSECTION IMPROVEMENTS RALSTON CREEK CROSS SECTIONS X33 D20 TRIAL C PLAN A PROFILE 69 CONTRACT TERMIWOOR 021 TRAL C STAGING PLAN EROSION CONTROL PAWNG PHASE 030 TRAL D PLM k PROFIT£ MATERIAL LEGEND 031 D40 TRAL D STAKING PIAN TRNL E PLAN Q PROFRE 041 TRIAL E STAKING PUN H. BI.CKFILL 050 TRAIL F PLN 0 PROFUE TRAL F PVN h PE DD51 SAND. GRAVII, D52 TRAL F STAKING PLAN CONCRETE (PAW) E -RALSTON CREEK PVN 6: PROFILES E1 RALSTON CREEK KEY PVN GRAVID. E2 RALSTON CREEK PLAN 6: PROFILE 0 RALSTON CREEL PLAN 6: PROFILE RP RAP E4 RASION CREEK PLAN A PROFILE 0 RALSTON CREEK PLAN A PROFILE N PUCE CONCRETE. E6 RALSTON CREEK PLAN A PROFlIE DCAST PRECAST CONCRETE E7 RALSTON CREEK OVDOlOW PVN h PROFILE PCC PAYDAEW F - SOOT Ft STORM LAYOUT n STORM PROFILES _ HMA TRNL PAVEMENT G - REFERENCE TIES G BENCH MANS G1 SURVEY CONTROL ! SOL BORING PIAN G2 ALIGNMENT DATA INFORMATION SUDAS TYPE I LAWN SEED MIX H - RI]gJNS RDIOVAL PLAN ®Hi OEIA.%IIKKI J - ElECIOCAL SHEETS Jl CONWIT PIAN NEW ® FABRIC ENCAPSULATED SOL UFT J2 COMMIT PLAN NEW J3 SCHEWI£5 AND DETAILS J4 SCHEDULES AND DUALS MT 2� TO 6' ROUNDED RROCK D;70 9 N -TRAFFIC SIGNAL SHEETS NI NOTES AND ABBREVIATIONS MACADAM STONE N2 LEGEND AND LIST OF BID ITEMS N3 TRAFFIC SIGNAL PVN N4 TRAFFIC SIGNAL WINING NS TRAFFIC SIGNAL QUANTITIES 0 - GLIDING SHEETS 01 GRADING PUN SHEET INDEX ft - LANDSCAPE Rt LANDSCAPE PUN (RIFFS) R2 LANDSCAPE PLAN (GROUNDCOVFH) R3 IMDSCA•E SCHEDULE k NOTES/- R4 IARDSLAPE DEALS -/LEI R5 SITE DETAILS RES CASCADE DETALS u-DETNIs V Znflfil UI pno E ALIS R! U2 DETAILS U3 U4 SIDI DUALS RIFFLE DETAILS CITY CLF US RIFFLE DETAILS ti� CITY UES RIFFLE DETAILS UT RIFFLE DETAILS V - BRIDGE PLANS VI BRIDGE GENO PLAN V2 BRINE DETNLS V3 RUNNING WAIL ENLARGED PVN A PROFILE - ELEVATION V4 RUNNING WALL TRAL h GUARD ML CROSS SECTION VS SHEET PILE R CONCRETE RUNNING WAIL OETAJi VB RUNNING WALL DETAILS W - BID ALTERNATES W1 BID ALT NO 1 RIVER TRAL SEGMENT W2 BIO ALT NO 1 PNFfR TRIAL SEGMENT W3 BIO ALT NO 1 RNEN TRAIL G STRUNG PLAN w10 BIO ALT NO 2 CIRCLE DRIVE h PARKING LOT PLAN Wil BIO ALT NO 2 CIRCLE DRIVE k PARKING LOT STAMM PLAN W12 BIO ALT NO 2 CIRCLE DRIVE 6: PARKING LOT STORM SEWER W13 BID ALT NO 2 CIRCLE DRIVE h PARKING LOT ELECR6CAL W14 BIO ALT NO 2 DETAILS AND SCHEWLES ELECTfiCIL W15 BIO ALT NO 2 DETAILS AND SCHEDULES ELECTRICAL will BIO ALT NO 2 TRIAL H RAN R PROFILE W17 BIO ALT NO 2 TRIAL H PIAN ♦ PRCR E Nle BIO N.T NO 2 TRAIL H STARING PLAN W19 BID ALT NO 2 CIRCLE DRIVE h PARKING LOT - WNDSCAPE PIAN no eo ALT NO 3 FlRST STREET PEDESTRVN BRIDGE W21 BID ALT NO 3 FIRST ST PEOESTRMN BRIDGE TRI I PLAN ♦ PROFILE W22 BIO ALT NO 3 FIRST ST PEpESTRVN ERODE RRL I STRONG PVN X -CROSS SECTIONS X20 RALSTON CALEB( CROSS SECTIONS X21 RALSTON! GREEK CROSS SECTIONS X22 RALSTON GREEK CROSS SECTIONS X23 RALSTON CREEK CROSS SECTIONS X24 RALSTON GREEK GROSS SECTIONS X25 RALSTON GREEK GOA SECTIONS US RALSTON GREEK CROSS SECTIONS X27 RALSTON CREEK GROSS SECTIONS X28 RALSTON CREEK CROSS SECTIONS X29 RALSTON GREE( CROSS SECTIONS X30 RALSTON CREEK CROSS SECTIONS %31 RASION CREEK CROSS SECTIONS 2432 RALSTON CREEK CROSS SECTIONS X33 RALSTON GREE( CROSS SECTIONS Z - EROSION CONTROL 21 EROSION CONTROL GRADING PHASE 22 EROSION CONTROL PAWNG PHASE ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE NO 2ND STREET SE, SUITE 1(M CEDAR RAPIDS. R 52401 PH: 510400.5101 -HRGreen CIVIL ENGINEER HR GREEN INC. PH, 319RH1,4000 E&W PH, 319.841,4000 CONTACT: APRON GVANNUP SUBMITTAL DATES ISSUED FOR 03-19-2017 BID SET SHEET INDEX, LEGENDS & SYMBOLS CONFLUENCE PRQECT NO. 15IN A2 7 CML LEGEND SHEET DESIGNATIONS AT TT SHEET NUMBER CISCIPUNE 5/5/2017 5:5):{5 PM C:\10150111\CAD\DW9.\A\A2.dn NOIe NOT ALL ABBREYIATONS OR SYMSOS SHOWN IN THESE USTS NAY BE USED IN MS PROJECT. CONTACT ARCHITECT OR ENGINEER FOR CLAABFICTON OF ANY DISCREPANCIES. SYMBOL LEGEND 1050 EXISTING MAKXi CONTOUR 0 BENCHMNt1 CONTROL, POINT. ME NORTH ARROW ORIENTATION IS SURVEI£D TO f NOROR AS CLOSE 10 INORTTN TRUM Sheet Number Sheet Title H DIUIIXt _ - __1019 f]OBIING MINOR CONTOUR ■ CONCRETE MONUMENT -- METRIC PERMANENT EASEMENT • IRON PIN FOUND OMR SHEET EXISTING TEMPORARY EASAENT O IRON PIN SET_ A2 EXISTING FENCE • OPEN RPE X ENSTNG NOW FENCE 1 ROW RAIL BRIDGE DETAILS ®V1 NORTH AND INCREASES 4!1 SDE Poµ -BASE 9D — — — — — EXISTING CMVEL SURFACE ♦ SECTION CORNEA OrERN1 SITE RAN - INCLUDING ALTERNATES SIDES OF A STRUCTURE — EXISTING LOT UNE X CHISELED X IT 20 A!I ® AREA INTAKE - EXISTING SECTION UNE �. FIRE HYIXUNT UI EXISTING UNDERGROUND TELEVISION E— GUY WIRE ONE EXISTING OY EA:) EIICMIC NU MALBO% UGE EXISTING UNCmMoo,IO ER1il` 3NT POWERPOLE FO EXISTING FIBER OPTIC 1X1 W2 CONIFEROUS MERE CAS EXISTING GAS Q DECIDUOUS FREE SAN EXISTING SA4RARY SEWER! A CORNER MONUMENT ST MISTING STORM SEWER l�lo-nrt BEEHIVE INTAKE ESTIMATE REFERENCE NOTES WIG W11 BID ALT NO 2 CIRCLE DRIVE a PARKING LOT PL PLAN BIO ALT NO 2 CIRCLE DRIVE a PARKING LOT STAKING PVN — H— H— EXISTING CULVERT ry� CMLE 80% UUT EXIST UNDERGROUND TELEPHONE O CLEW CUT STORM a SANITARY SEWER TABULATIONS m ELECTRIC METER D - TRNL PIAN a PROFILE EXISTING TRAFFIC SIGNALING ELECTRIC BOX W EIGSTING WATER ❑® PHONE BOOM I I I TI TTf— EXISTING RR m GAS METER SD SUBDRAJN 0.y CURB INTAKE INTI MINOR CONTOUR t NAW C TRIAL A PIAN a PROFILE W17 WIG BID KT NO 2 TRAIL H PLM a PRIORI£ BID ALT NO 2 TRAIL H STALING PVN TWa— WANJR CONTOUR INTAKE SECTION INDICATOR y® Wig BW ALT NO 2 CINCLE DRIVE a PARKING LOT - LWOSCPE PLW PERMANENT EASEMENT D1 LIGHT POLE TRO BID ALT NO J HIST STREET PEDESTRIANBRIDGE 11YY DII TRAIL B PUN a PROFILE TEMPORARY EASEMENT O SANITARY MANHOLE D12 TRAIL B PLAN a PROFILE X22 "EFORING WE.1. FUND PLAIN 0 POST —IOTA RD — IN YEAR FLOOD WAY D20 RAILROAD SIGN Al {/ FENCE .< /� / / 'iT SATELLITE DISH — — — — — — GRACING UNITS n SIGN -- CONSTRUCTION UNITS ® SIGN — STAGING AREA L D STAKING PLAIN SOIL BORING RALSTON CREEK CROSS SECTIONS X23 SILT FENCE TREE MMP SIGN = 111I SIGN SIGN = STORM SEWER ET TELEPHONE BOX N^ RIGHT OF WAY I- TELEPHONE PEDESTAL SHEET RUE TRAFFIC UDM W WATER UNE 052 RiNL F STAKING PLAN SANITARY SEWER TRAFFIC SIGNAL E - RALSTON GREEK PUN III PROFILES %2G -� TRAF IC SIGN >a YARD LIGHT CONCRETE (PUN) f1 ® BURIED VALVE RALSTON CREEK CROSS SECTIONS H BURIED WATER VALVE %JI RALSTON CREEK GROSS SECTIONS X REMOVE TREE RALSTON CREEK PLN a PROFILE %32 C BO(jARD E{ RALSTON GREEK PAW a PROFILE • EASEMENT E5 C) TEMPORARY EASEMENT RIP ) INLET PROTECTION EROSION CONTROL GATING PHASE CONCRETE WASH-OUT RALSTON CREEK pVERFUOW PLAIN a PROFILE SHEET DESIGNATIONS AT TT SHEET NUMBER CISCIPUNE 5/5/2017 5:5):{5 PM C:\10150111\CAD\DW9.\A\A2.dn NOIe NOT ALL ABBREYIATONS OR SYMSOS SHOWN IN THESE USTS NAY BE USED IN MS PROJECT. CONTACT ARCHITECT OR ENGINEER FOR CLAABFICTON OF ANY DISCREPANCIES. SYMBOL LEGEND SHEET INDEX SHEET INDEX ME NORTH ARROW ORIENTATION IS SURVEI£D TO f NOROR AS CLOSE 10 INORTTN TRUM Sheet Number Sheet Title U8 U1 MERE MAU - PoF11E DETADETAILS, TE NORAS KNOWN DATA RUM A - GENERAL V -BRIDGE PLANS OMR SHEET PAN NORTH ARROWS A2 SHEET INDEX. LEGENDS a SYIABOIS BRIDGE GENERAL PAIN ORIENTATION IS CLOSEST TO TRUEDVIIRNL V2 BRIDGE DETAILS ®V1 NORTH AND INCREASES 4!1 SDE Poµ -BASE 9D VJ RUNNING WNL ENIAAGED PIAN a RRORE - EEVATW ' COMMUNICATION WHEN ADDRESSING M OrERN1 SITE RAN - INCLUDING ALTERNATES SIDES OF A STRUCTURE VA RUNNING WNL TRAIL a GUARD PAL GROSS SECTION IT 20 A!I EXISTING CONDFROMS VS SHEET RUE a CONCRETE RETAINING WALL DETAILS CML SCARE BAR B - TYPICAL SECTIONS 1'-20' 81 TMICL SECTIONS V8 RUNNING WALL OUNLS BLDG DETAIL OR SECTION C - TABUUT104S a GENT NOTES W - BID ALTERNATES 1 C1 GENERAL NOTES 1X1 W2 BID ALT NO 1 RIVER TRIAL SEGMENT RD NT NO 1 RIVER TRAIL SEGMENT swE: TO scAIE Q ESTIMATED PRWEOT OYNTITIES DETAIL TO SCALE) N ESTIMATE REFERENCE NOTES WJ BID ALT NO 1 RATA TRAIL C STAKING RAN (NOT ESTIMATE REFERENCE NOTES WIG W11 BID ALT NO 2 CIRCLE DRIVE a PARKING LOT PL PLAN BIO ALT NO 2 CIRCLE DRIVE a PARKING LOT STAKING PVN ' NONE CG ESTIMATE REFERENCE NOTES W12 BID ALT NO 2 CIRCLE DRIVE a PARKING LOT STORM SEWER CIO STORM a SANITARY SEWER TABULATIONS BIO ALT NO 2 CIRCA£ DRYS a PARKING LOT EIECIRKAI 1. NOTES WITH SHEET, RAN, D - TRNL PIAN a PROFILE ELEVATION. 5E NL WI{ BID ALT NO 2 DETNLS AND SCHEDULES E1£CIRICAL 1 D1 D2 TRAIL KEY PIAN TRAIL A PAN a PROFILE WU BID NT NO 2 DETAILS AND SCHEDULES ELECTRICAL SI DETAIL INDICTOR 0.y TRAIL A PAIN a PROFILE WIG BID ALT NO 2 TRAL H PUN a PRORLE W TRIAL A PIAN a PROFILE W17 WIG BID KT NO 2 TRAIL H PLM a PRIORI£ BID ALT NO 2 TRAIL H STALING PVN TRAIL A STAKING PVN SECTION INDICATOR Wig BW ALT NO 2 CINCLE DRIVE a PARKING LOT - LWOSCPE PLW AI D1 TRAIL B PAR k PRDFILE TRO BID ALT NO J HIST STREET PEDESTRIANBRIDGE DII TRAIL B PUN a PROFILE W21 PEDESTRIAN BRI BID ALT NO J FIST ST PEDESIIRUN BRIDGE FRL I PI -AN a PROBE I AI EIEVARON INDICTOR D12 TRAIL B PLAN a PROFILE X22 BIp ALT NO J FIRST ST PEIIEBIRLW BRIDGE ARL 1 RAKING PAIN DIJ B STAKING PW D20 MNL 1 FILE N -CROSS SECTIONS AI MATCH UNE INDICATORD21 TRNL C PLAN X20 RALSTON CREEK CROSS SECTORS DJD PAN a LL X21 RALSTON GREEN CROSS SECTORS CONTRACT TERMINATOR DJI L D STAKING PLAIN X22 RALSTON CREEK CROSS SECTIONS X23 RALSTON CREEK CROSS SECTIONS D40 FRAIL E PVN a PROFILE X24 RALSTON GREEK MOSS SECTIONS MATERIAL LEGEND D4 1 "ITRNL DW TRNL E STAKING PVR E PAN a PROFILE %25 %28 RALSTON MEN CRDSS SEcnONS AALSTW MEN CRO55 SECTIONS EARTH. BACKFILL TRNL F PIAN A PROFILE %2) RALSTON CREEK CROSS SECTIONS 052 RiNL F STAKING PLAN E - RALSTON GREEK PUN III PROFILES %2G RALSTON CREEK CROSS SECTIONS SAND, GRAVEL,%29 RA STON CREEK CROSS SECTIONS CONCRETE (PUN) f1 RAIAUTON CREDAL KEY PLAN M RALSTON CREEK CROSS SECTIONS E2 PILSIOX MEN PLW a PROFILE %JI RALSTON CREEK GROSS SECTIONS GRAVEL EJ RALSTON CREEK PLN a PROFILE %32 RALSTON CREEK CROSS SECTOR E{ RALSTON GREEK PAW a PROFILE %JJ RALSTON CREEK CROSS SECTIONS E5 RLLSTUN CREEK PIAN a PROFILE - EROSION CONTROL RIP FG RALSTON CREEK PI -AN a PRONE EROSION CONTROL GATING PHASE E) RALSTON CREEK pVERFUOW PLAIN a PROFILE IN PLACE CONCRETE. F - STORM 22 EROSION CCW ROL PAYING PHASE PRECAST CONCRETE F1 STORM LAYOUT F2 STORM PRORLES PCC PAVEMENT G - REFERENCE TES a BENCH MARKS al SURVEY CONTROL a SOIL BORING PVN _ HMA TRAIL PAVEMENT 0 "KidIEM DATA INFORMMW H - REMOVALS DHl BUGS TYPE 1 LAWN SEED MI% RETRO AL PI p _GRADING SHEEN GRADING PUN ®Ot DF)AOITKKN R - LANDSCAPE R1 IONDSCPE PLW (TREES) R2 LANDSCAPE PVN (GROUNDCOVER) ® FABRIC ENCAPSULATED SOL UFT 0.T LANDSCPE SCHEDULE a NOTES R4 LNASCWE DETNLS 2' TO G' POINDED ALLEN ROOK RG SITE DEALS RG CASCADE DEALS MWANM STONE U - DEALS U1 DETAILS U2 DEALS W RIFFLE DETAILS UA RIFRE MAU 0 RIERE DETAILS ConFLUEf10E LANDSCAPE ARCHITECT VOnLIENCE 9]02NOS EUSE,SUREIN CEDAR RAPIDS, IA 52401 PH'. 3194095A01 HRGreen CML ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH'. 3MUICKO CONTACT'. AARON GWNNUP NY L^^.L / LL/^ (V) V Z } /��A�1 U VA 0 U a 0 F Z U O of AL LL. L \W SUBMITTAL DATES ISSUED FOR OS—OB-2017 BID SET ADDENDUM /1 SHEET INDEX, LEGENDS & SYMBOLS CONFLUENCE PROJECT NO 15105 A2 CML LEGEND ® DECIDUOUS TREE 1050 IXISIING MMON CONTOUR {� BENCHIAN POINT, © CABLE BOX O IC ELEVATION INDICTORATOR - - - lOa9 - - - - - EXISTING MINOR CONTOUR ■ CONCRETE MONUMENT ❑® EXISTING PERMANENT EASEMENT • IRON PIN FOUND e EXISTING TEMPORARY EASEMENT CL. O IRON PIN SET ���EXISTING FENCE • OPEN PIPE yN1TARY MANHOLE EXISTING ROW FENCE 1 ROW ME — — — — — — IXISIING GRAVEL SURFACE ♦ SECTION CORNER SATELUR DISH n SIGN ® SIGN IXISIING LOT UNE X CHISELED X TREE SNMP TT] ® ARLA INTAKE ME B PLN & PROFILE <P� EXISTING SECEON UNE TRNL B STMONG PLM FIRE HYDRANT U EXISTING UNDERGROUND T SIGN E GUY WIRE OHE EXISTING OVERHEAD ELECMC 110 MNLBOX UDE EXISTING UNDERGROUND ELEMC TRAL E STAKING P POWMPOLE F EXISTING FIBER OPTIC TML F PLAR & PROFILE CONIFEROUS TREE GAS NG GAS ® DECIDUOUS TREE A CORNER MONUMENT I•,9 -IM BEEHIVE INTAKE © CABLE BOX O ClE'NJ OUT ® ELECTRIC METER D ELECTRIC BOX ❑® PHONE BOOTH GENEML NOTES GAS METER e CURB INTAKE CL. HANDICAP ® INTAKE y® EIGHT POLE ESTIMATE REFERENCE NOTES yN1TARY MANHOLE C MON FORING WELL STORM & S NITATO' SEWER T ONS POST �O / @</ RAILROAD SIGN (/ `1n SATELUR DISH n SIGN ® SIGN SOIL BORING TREE SNMP TT] TELEPHONE BOX F TELEPHONE PEDESTAL TRAFFIC UGHT TRAFFIC SIGNAL -7- TRAFFIC SIGN G YARD UGHT ® BURIED VANE N BURIED WATER VPLYE x REMOVE TREE 0 FOULARD 0 EASEMENT O TEMPORARY EXSEMEM DINLET PROTECTION CONCRETE WASH-OUT SHEET DESIGNATIONS Al SHEET NUMBER DISCIPLINE SAN $T ULT W Sl) 041 — 1040 — —100YR RD — A, M M M M M M R/W —W— EXISTING SIURM SEWER\ EXISTING CULVERT EXIST UNDERGROUND TELEPHONE EXISTING NNFAC SIGNAUNG EXISTING WATER EXISTING RR SUBDRNN MINOR CONTOUR MAJOR CONTOUR PERMANENT FSEMEM TEMPORARY EASEMENT FLOOD PIAN 100 YEAR FLOOD WAY RCE GRADING UNITS CONSERUCEON UMTS STAGING AREA SILT FENCE STORM SEWER RIGHT OF WAY SHEET PILE WATER UNE 01 SANITARY SEWER NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS SHOWN IN THESE OSIS MAY BE USED IN THIS PROJECT. CONTACT ARCHITECT OR ENGINEER FOR CLARIFICUION OF ANY DISCREPANCIES. SYMBOL LEGEND rYQIFYWw14.✓.Wa 1 DETAIL (NOT TO SCALE) SCALE NONE TWILL NOTE: 1. NOTES ASSOCIATED WITH SHEEP. PLAN. ELEVATION. SECTION OR DUAL 51 DUAL INDICATOR TRUE NORTH ARROW: ORIENTATION 15 SURVEYED TO names TRUE NORTH OR AS CLOSE TO TOR TRUE NORM AS KNOWN DATA M �QOW�ftOW ORIEMAWON IS CLOSEST TO TRUE ®HORN gllw HORN NORTH AND INCREASES MATCI1 UNE INDICATOR A WHEN ADDRESSING CONTRACT TERMINATOR SIDES OF A SIRUCNRE. SIDES OF ST 0 Z GENEML NOTES CML SCAE BAR 11p' SUDAS TYPE I LAWN 5® MIN BLDG DETAIL OR SECTION rYQIFYWw14.✓.Wa 1 DETAIL (NOT TO SCALE) SCALE NONE TWILL NOTE: 1. NOTES ASSOCIATED WITH SHEEP. PLAN. ELEVATION. SECTION OR DUAL 51 DUAL INDICATOR COVER SHEET A2 �$EGTION TOR V M 1 Al EUNATION INDICATOR Al MATCI1 UNE INDICATOR IN PLACE CONCRER. CONTRACT TERMINATOR SHEET INDEX Sheet Number Sheet Title A - GENERAL Al COVER SHEET A2 SHEET INDEX, LEGENDS & SYMBOLS A3 V M OVERALL 51R PUN - INCLUDING ALTERNATES AS EXISTING CONDMONS 8 - TYPICAL SECTIONS IN PLACE CONCRER. DGIST PRECAST CONCRETE C - TABUUPONS & GEWO LL. NOTES PCC PAVEMENT GENEML NOTES HMA TRIAL PAVEMENT ESIINATED PROJECT OUNJTITIES SUDAS TYPE I LAWN 5® MIN ® OEIAOLTIION ® FABPoC ENCAPSULATED SOIL UFT OQOQ' Z' TO e' ROUNDED RIVER ROCK ESTIMATE REFERENCE NOTES MACADN.1 STONE SHEET INDEX Sheet Number Sheet Title A - GENERAL Al COVER SHEET A2 SHEET INDEX, LEGENDS & SYMBOLS A3 OV 51R PUN - BASE BID M OVERALL 51R PUN - INCLUDING ALTERNATES AS EXISTING CONDMONS 8 - TYPICAL SECTIONS 31 TYPICAL SECTIONS C - TABUUPONS & GEWO LL. NOTES C1 GENEML NOTES C2 ESIINATED PROJECT OUNJTITIES C3 ESTIMATED PROJECT OUONIrrES C4 ESTIMATE REFERENCE NOTES C5 ESTIMATE REFERENCE NOTES ESTIMATE REFERENCE NOTES ESTIMATE REFERENCE NOTES STORM & S NITATO' SEWER T ONS TRAIL PIAM & PROFILES MNL KEY PLM TKNL A P PROFILE MUL & PROFILE A PLAN &PROFILE TRNL A STAKING PVN TRVL B PIAN &PROFILE TRAIL B RAM & PROFILE ME B PLN & PROFILE <P� TRNL B STMONG PLM TRAIL C PLM & PROFILEL C STORING PLM PLAN & PROFILE TRAIL D NG PIAT TRAIL E PLM ROFlLE TRAL E STAKING P TRNL F PLN & PRCF1 TML F PLAR & PROFILE TIME F STAKING PLM MLSTON CREEK PIAN & PROFILES E1 RALSTON CREEK KEY PLM E2 WLLSMN CREEK PLM & PROFILE E3 RLMN CREEK PLM & PROFILE E4 RASION CREEK PUN & PROFILE E5 WYSTON CREEK PUN & PROFILE E6 RALSTON CREEK PUN & PROFILE E7 RASION CREEK OV R -M PLM & PROFILE F - STORM F1 STORM LAYOUE F2 STORM PROFILES G - REFERENCE TIES & BENCH MARKS G1 SURVEY CONTIROL & SOIL BORING PLM G2 A GNMENT DATA INFORMATION H - REMOVALS H1REMOVAL PLAN O - GRADING SHEES 01 GRADING PLM R - UNDSCAPE RI LWDSCARE PUN (TREES) R2 LWDSCARE PLAN (GROUNGCOVEN) R3 JANDSCARE SCHEDULE & NOTES R4 LANDSCAPE DUALS R5 SJR DEALS R6 CASCADE DUALS U - DEALS Ut DUALS U2 DEALS U3 RIFFLE DEALS U4 RIFFLE DEALS US RIFFLE DETALS U8 RIFFLE DUALS U7 RIFFLE DUALS SHEET INDEX ConFLUEnc V - BRIDGE PUNS LANDSCAPE ARCHITECT VI BRIDGE GENERAL PLAN ' C�9(JFLUENCE V2 BRIWE DUAL -S E. 9c6�2rkb STREETSESUITE104 V3 RUNNING WA ENLARGED PVN & PROFILE - EEVATgN E- RAPIDS. N53401 V4 RUNNING WALL, MNL & DEMO ME CROSS SECDON PH: J194093401 V5SHEET PILE & CONCRETE RUNNING WALL DUALS VB RETANING WALL DEENLS 2311 W -BID ALTER U Wt BID ALT NO 1 RIVER TRAIL SEGMENT 112 BID ALT NO 1 RIVER TRIAL SEGMENT BID ALT NO 1 RIVER TRIAL G SENING PLM i ^1+. l ,� • 1 /�' W10 BID ALT NO 2 CIRCLE DRNE & PARKING LOT PLM CIVIL ENGINEER wtt BID AT No 2 CIRCLE DRNE &PARKING LOT STAKING PLW HR GREEN INC. W12 BID ALT NO 2 CIRCLE DRNE & PARKING LOT STORM SEWER 8710 EARHART UNE SW W13 BID ALT NO 2 CIRCLE DRNE & PARKING LOT 0ECERCAI PH'. 319.841,000 W14 BID ALT NO 2 DUALS AND SCHEDULESIRJ ELECCPL CONTACT: MRON GWINNUP W15 BID ALT NO 2 DUALS AND SCHEDULES DECERICPL W16 BIO ALT NO 2 RAL H PLM & PROFILE W17 BIO ALT NO 2 TRIAL H PVN & PROFILE W18 BIO ALT NO 2 TRIAL H STRONG PIAN W19 810 ALT NO 2 CIRCLE DRNE & PARKING LOT - LANDSCAPE PLAN W20 BID ALT NO 3 FIRST SNREET PEDESTRON BRIDGE W21 BIO ALT NO 3 FIRST SE PEDESrRM BRIDGE TRL I PVN & PROFILE W22 BID ALT NO 3 FlRSE SE PEDESERMN BRIDGE TR- I SEWING PVN W30 BID ALT NO 4 NANRE PLAY - LAYOUT PLAN W31 BID ALT NO 4 NATURE PLAY - GRADING PVN W32 BID ALT NO 4 MARE PLAY - IAIDSCARE PVN W33 BID ALT NO 4 MARE PLAY - SDE DEALS Q^ W34 BID ALT NO 4 MARE PVT - SITE DEALS LL W35 BID ALT NO 4 MARE PLAY - SITE DEALS W36 BID ALT NO 4 NATURE PLAY- SITE DETALS AAI X - CROSS SECTIONS (� X20 RASION CREEK CROSS SECTIONS Z X21 RALSTON CREEK CROSS SECTIONS X22 RALSEON CREEK CROSS SECTIONS U�V/J� U X23 RA 51M CREEK CROSS SECTIONS U/ j X24 RASION CREEK CROSS SECTIONS O LLI X25 RALSTON CREEK CROSS SECTIONS /y V% Q X26 RALSTON CREEK CROSS SEMONS U = O X27 RASION CREEK CROSS SECTIONS LLa X28 RASION CREEK GROSS SECRONS } X29 RASION CREEK GROSS SECTIONS F X30 RASION CREEK GROSS SECTIONSO U X31 RALSEON CREEK GROSS SECTIONS 0 X32 RASION CREEK CROSS SECOONS X33 RASION CREEK CROSS SECDONS LL NEROSION CONTROL lclL 1ZEROSION CONTIROL GRADING PHASE w 22 EROSION CONTROL PAVING PHASE \ 0/y L SUBMITTAL DATES ISSUED FOR 0/-18-2017 BID SET SHEET INDEX, LEGENDS & SYMBOLS CONFLUENCEPROIECTNO: 151M 4/15/2017 11:20:28 AM I AZ 0:\10150111 \CAD\Owge\A\A2.dwg 5 D u 8 U D U E ST Lu J it z LU _ QII GILBERT STREET O 1 PHASE 1 OVERALL SITE PLAN - BASE BID 10W A RNER SCALE:1 "=150' 1 41LE PHASE 1 KEY NOTES: OTRAILTOGILBERTST. INTERSECTION OTRAIL SPUR TO BIG GROVE BREWERY OTRAIL ON EAST SIDE OF RALSTON CREEK BY OTHERS OTRAIL OVER RALSTON CREEK CULVERT ORALSTON CREEK REALIGNMENT S CONSTRUCTED WETLAND O2ND ST. PEDESTRIAN BRIDGE & TRAIL CONNECTION OPHASE 1 TRAIL Og EXISTING CONIFERS TO BE PRESERVED OTRAIL CONNECTION UNDER HINYS 10 BICYCLE PARKING, BENCHES, B TRASH RECEPTACLE 11 BICYCLE PARWNG 12 IOWA RIVER EDGE IMPROVEMENTS 13 OPEN DAWN y EXISTING PARK ACCESS FROM KIRKWOOD AVE 15 TRAIL CONNECTIONS ALONG KIRKWOOD 4VE ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE. SUITE 1M CEDAR RAPIDS, M 52/01 PH', 319,tOl W1 141 A HRGreen CIVIL ENGINEER HR GREEN INC 8710 EARHART LANE SW CEDAR RAPIDS, A 52401 PH: 318.811.4000 CONTACT: AARON GWSNNUP Y d Z U r O LLJ O Ua°o r r z 0Y LL o' Lli r SUBMITTAL DATES ISSUED FOR 041&2017 BID SET OVERALL SITE PLAN BASE BID CONFLUENCE PROJECT NO: 15105 A3 GILBERT STREET ' I — _ I I I — I I I I r 3 6� (2 16 I — 1F I I � \ C10 ER - PHASE 1 OVERALL SITE PLAN INCLUDING ALTERNATES 1CALE:1"0150' 0 I PNASE i KEY NOTES: 1O TRAIL TO GILBERT ST. INTERSECTION OTRAIL SPUR TO BIO GROVE BRENERY ON EAST SIDE OF OTRAIL RALSTON CREEK BY OTHERS OTRAIL OVER RALSTON CREEK CULVERT ORALSTON CREEK REALIGNMENT &CONSTRUCTED WETLAND G2ND ST. PEDESTRIAN BRIDGE STRAILCONNECTION (] PHASE 1 TRAIL OEXISTING CONIFERS TO BE PRESERVED Og TRAIL CONNECTION UNDER Hff6 1D BI CYCLE PARKING, BENCHES 8 TRASH RECEPTACLE 11 BICYCLE PARKING 12 IOWA RIVER EDGE IMPROVEMENTS 13 OPENLAVM ,4 EXISTING PARK ACCESS FROM KIRKNOOD AVE. i6 TRAIL CONNECTIONS ALONG KIRKNOOD AVE. 16 NATURE PLAY AREA6CREEKACCESS 1 Px118E, ALT9,NAl6: OA1- RIVER TRAIL SEGMENT ON2- CIRCLE DRIVE B PARKING LOT OKt- 1 ST STREET BRIDGE B TRAIL CONNECTION 1 ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE CEDARRAPIDS, STREET SE, SDITE tm � CER RAPIDS,IA S21S1 PH: 319AMUM Q. = HRGreen CIVIL ENGINEER HR GREEN INC 8710 EARHART LANE SW CEDAR RARDS.IA 52b PH: 31e MI40M CONTACT. WON GW NNUP SUBMITTAL DATES ISSUED FOR osoe-zo1T BID SET ADDENDUMfi OVERALL SITE PLAN WITH ALTERNATES COTFLLIFNCE PROJECT na ,s,m GILBERT STREET w Z w 0 0 Y LL Y I _ V B 01 A DD b 7 \ Y_ -- - ^ B ®® / 4 4 10 7 f ' A�� 12 �� �P R,vER - pW PHASE 1 OVERALL SITE PLAN INCLUDING ALTERNATES 50' 1 O 2 0 'FILE PHASE 1 KEY NOTES: OTRAIL TO GILBERT ST. INTERSECTION OTRAIL SPUR TO BIG GROVE BREWERY OTRAIL ON EAST SIDE OF RALSTON CREEK, BY OTHERS OTRAIL OVER RALSTON CREEK CULVERT ORALSTON CREEK REALIGNMENT B CONSTRUCTED WETLAND O2ND ST. PEDESTRIAN BRIDGE 8 TRAIL CONNECTION O7 PHASE 1 TRAIL EXISTING CONIFERS TO BE PRESERVED Og IL CONNECTION UNDER HAYS TD BICYCLE PARKING, BENCHES, B TRASH RECEPTACLE 11 BICYCLE PARKING 12 IOWA RIVER EDGE IMPROVEMENTS 13 OPEN LAWN 14 EXISTING PARK ACCESS FROM KIRKWOOD AVE. i$ TRAIL CONNECTIONS ALONG KIRKWOOD AVE. PHASE 1 ALTERNATES: Oq #1 -RIVER TRAIL SEGMENT O#2- CIRCLE DRIVE B PARKING LOT O%3- 1ST STREET BRIDGE S TRAIL CONNECTION O"- NATURE PLAY AREA COf1FLUE(10E LANDSCAPE ARCHITECT CONFLUENCE 00 2ND STREET SE, SUITE IN CEDAR RAPIDS. A 52401 PH: 310408.5401 HRGreen CIVIL ENGINEER HR GREEN INC. $710 EARHART LANE SW CEDAR RAPIDS, N 524N PH: 319.&1 AM CONTACT'. AARON GWINNUP Y a U) 0 Z u U U) 0 LLJ U) O U a o I— Y Z Ur 00 LL LL W rio SUBMITTAL DATES ISSUED FOR 041&2017 BID SET OVERALL SITE PLAN WITH ALTERNATES CONFLUENCE PROJECT NO 15IN A4 111 ,e 1 i------------�- 'y yet -� �• „�_ a 4.i ya •¢8;e�io¢�� / I I L. M M. wom �.,.., ,. n' aawo� ,r �� a • � • / / • conFLUEnc LANDSCAPE ARCHRECT CONFLUENCE 8002ND STREET SE, SHITE 101 CEGAR RAPIDS. A 52101 PH. 5194MWl m RGreen WMAL ENGINEER HR GREEN INC. 8710 EARHARTl ESW PH: 518.8114000 CONTACT. AARON GWINNUP Y l� 1rr1^^ V Z U O�� o U o a Z 0 O ly- LL w SUBMITTAL DATES 195�ED POIi 04-18-2017 BID SET IT NN EXISTING CONDITIONS CONFLUENCE PROJECT NO: 15108 A5 ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 800 3ND STREET SE. SUITE 101 CEDAR RA%O5, IA 5N01 PH: 319.4095401 .m ,HRGreen I CIVIL ENGINEER HR GREEN INC. 8710 EARPART LANE SW PH: 51H NIA000 CONTACT: MRON GWINNUP 1 SUBMITTAL DATES ISSUED FDR 04-18-2017 BID SET EXISTING CONDITIONS CONFLUENCE PROJECT NO: 151M A5 SHOULDER UNLESS NOTED DAYUGHIF PROPOSED .r<.v�/i�G.;22;L • EM�/\\&I�\/I�G�/���11���11 \ \Y 12' TRAIL ALIGNMEM - SEE NOTE 1 10'-0' SEE PIAN PCC TRAIL Y01 I 1 2'-0' 12' MIN. 1. TRAIL ALIGNMENTS ME ON THE EDGE OF TPNL' k CAN BE ON EITHER SIDE SEE D SHEETS FOR TRAIL SLOPE DIRECTION. 1 TYPICAL SECTION: TRAIL SECTION SCALE: NTS OTO NO BARRIER — JERSEY, SUPENSPI. OR APPROVED EQUAL SANG BAG FOR WEIGHTING ` NONWOVEN GEOLEXBLE EDGE OF FABRIC AND VISGEEN (MIN 6 MIL) MANHOLE BOXOUTS IN PCC PAVEMENT OR APPROVED EQUAL TRENCH BEDDING AND BACKRLL ZONES WRAPPED MOUND BARRIER 2 TYPICAL STREAM DIVERSION DETAIL (OPTIONAL) CIRCULAR STORM SEWER MANHOLE REVETMENT THICKNESS PLACE NON MINIMIZE DISTURBAI�ICE OF EXISTING STEEP BANKS SHEET FOR DESIGN HT. (MPX 2 -YR WSE) EXISTING BANK ��- SHAPE VARIES 3 TYPICAL NRCS ROCK TOE DETAIL SCALE, MTS 4/15/2017 1120:13 AM O:\70150TH\CAD\DR98\B\B1.6R9 STONE W11H EXCAVATED MATERUL TO RLL VOIDS T^ ISING BED ELEVATION GRADING 0 4:1 MAX. 4 CURB CUT WITH CONCRETE FLUME DETAIL SCALE: NIS X 2 STANDARD IOWA SUDAS FlGURES W-101 JOINTS W-103 MANHOLE BOXOUTS IN PCC PAVEMENT SV -101 TRENCH BEDDING AND BACKRLL ZONES SW -102 RIGID GRAVBY PIPE TRENCH BEDDING BW -401 CIRCULAR STORM SEWER MANHOLE SW -512 CIRCULM MFA INTAXE SW -601 CASTINGS FDR SANITARY SEWER MANHOlFS SW -602 CASINGS FDR STORM SEWER MANHOLES 71111 Arn IV SW -604 CASTINGS MR AREA INTMES 4040.232 SUBORAIN CLEANOUTS 4040.233 SUBDRAIN OUTLETS 9040.103 ROLLED EROSION CONTROL PRODUCT RECP INEAL 9040.119 SILT FENCE 9040.120 STMIUZED CONSTRUCTION ENTRANCE liR2Si EITEIO 10 IY M 1555 EM ES1f10L CRUDE FOR Y0 R t Fq 21ME RDI Fm 0. YE 8118 m SId li 1Wp01 0 SIMISS RB A� 1 111Y FMR Ib 110 r%[ WILL - -wA L 1.ILK[VTA WMLL[ `Y[OIRr DETAIL CS=31 EXISTING SANITARY 5 DROP STRUCTURE MANHOLE DETAIL SCAIX: NIS NDIF• THIS DETAIL IS FOR REFERENCE ONLY. COn1FLUMCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE, SUITE 101 CEDAR RAPIDS, P WILLI PH_ 310400.S181 HRGrwn IA �1 CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH: 918 841 A000 CONTACT'. AARON GWINNUP Y Q IL 'V/ v 'Z } VJ 0 O N 0 U aTZ 0 F Z LL !Y w o SUBMITTAL DATES ISSUED FOR 04-18-2017 &D SET TYPICAL SECTIONS CONFLUENCE PROJECT NO 151M B1 IOWA DOT STANDARD ROAD PLANS FIGURES STEEL BEAM GUARDRAIL COMPONENTS 84-200 M-273 1 CONSTRUCTION SIE ENTRANCE TC -203 I SUWEYING OPERATIONS liR2Si EITEIO 10 IY M 1555 EM ES1f10L CRUDE FOR Y0 R t Fq 21ME RDI Fm 0. YE 8118 m SId li 1Wp01 0 SIMISS RB A� 1 111Y FMR Ib 110 r%[ WILL - -wA L 1.ILK[VTA WMLL[ `Y[OIRr DETAIL CS=31 EXISTING SANITARY 5 DROP STRUCTURE MANHOLE DETAIL SCAIX: NIS NDIF• THIS DETAIL IS FOR REFERENCE ONLY. COn1FLUMCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE, SUITE 101 CEDAR RAPIDS, P WILLI PH_ 310400.S181 HRGrwn IA �1 CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH: 918 841 A000 CONTACT'. AARON GWINNUP Y Q IL 'V/ v 'Z } VJ 0 O N 0 U aTZ 0 F Z LL !Y w o SUBMITTAL DATES ISSUED FOR 04-18-2017 &D SET TYPICAL SECTIONS CONFLUENCE PROJECT NO 151M B1 GENERAL NOTES: 1. CONTRACTOR SHAH CLEAR AND GRUB ALL AREAS NECESSARY TO PERFORM WORK. SEE REMOVALS SHEET FOR MORE INFORMATION. 2. CONIRACTOH SHALL CONFINE ALL ACTIVITIES TO ME RICHT-OF-WAY, CITY OWNED PROPERTY, OR INDICATED CONSTRUCTION UNITS UNLESS OTHERWISE NOTED. 3. EXISTING AND FUTURE UTILITIES. STRUCTURES. TREES. AND PAVEMENT LOCATIONS SHOWN ARE APPROXIMATE. THE COMPLETENESS AND ACCURACY OF THIS INFORMATION 15 NOT GUARANTEED. CONTRACTOR SHALL FIELD VERIFY ME EXACT LOCATIONS OF THESE OR ANY OTHER EXISTING FACILITIES AS REQUIRED TO COMPLETE ME WORK. 4. CERTAIN RELOCATIONS OF EXISTING UTILITIES MAY BE REQUIRED AS A RESULT OF CONSTRUCTION OF THIS PROTECT. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE REQUIRED WORK WITH THE RESPECTIVE UFUTY COMPANIES IN ORDER TO AVOID UNNECESSARY DELAYS TO CONSTRUCTION. THE CONTRACTOR SHALL WORK MOSEY WITH THE UTILITIES TO LOCATE. PLAN, AND RELOCATE THESE FACILBTIES IN A MANNER THAT MINIMIZES UTILITY SHUT-OFF AND KEEPS THE PROJECT ON SCHEDULE. 5. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, R SHALL. BE ME RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF NOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHAT AFFORD ACCESS TO NESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES, MD UTILITIES HAVE BEEN PLOTTED FROM AVALABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS. ME EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. R IS ME CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO, NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO ME CONTRACTOR FOR ANY INTERFERENCE M DELAY CAUSED BY SUCH WORK. 6. IOWA CODE 480, UNDERGROUND FACIMES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE CAL. 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS. 7. R SHALL BE ME CONTRACTOR'S RESPONSIBILITY TO HAUL AND PROPERLY DISPOSE OF EXCESS MATERIAL (INCLUDING EXCAVATED MATERIAL OR BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO ME WORK INVOLVED ON NIS PROIECT. NO PAYMENT WILL BE ALLOWED FOR ME MATERIA. DISPOSED OF AND NOT INCORPORATED IMO ME WORK. NO MATERIAL SHALL BE PLACED WITHIN ME RICHT-OF-WAY. UNLESS SPECIFICALLY STATED IN ME PLANS OR APPROVED BY ME ENGINEER. UNLESS OTHERWISE DIRECTED OR AUTHORIZED. ALL ASPHALTIC CEMENT CONCRETE AND OTHER BITUMINOUS MATERIALS WHICH ME NOT SPECIFICALLY ADDRESSED OR DESCRIBED IN ME PLANS SHALL BECOME ME PROPERTY OF ME CONTRACTOR. ME CONTRACTOR SHALL DISPOSE OF NESE MATERIALS IN ACCORDANCE WIN CURRENT RULES AND REGULATIONS OF ME IOWA DEPARTMENT OF NATURAL RESOURCES. 8. ALL HOLES RESULTING FROM OPERATIONS OF ME CONTRACTOR, INCLUDING REMOVAL OF FENCE POSTS, UTILITY POLES OR FOUNDATION STRUCTURES SHALL BE FlLLED AND CONSOUDATED TO FINISHED GRADE AS DIRECTED BY ME ENGINEER TO PREVENT FUTURE SETTLEMENT. ME VOIDS SHAH BE FILLED AS SOON AS PRACRCA -- PREFERABLY ME DAY CREATED AND NOT LATER TNM ME FOLLOWING DAY. ANY PORTION OF ME RIGHT-OF-WAY OR PROTECT LIMITS (INCLUDING BORROW AREAS AND OPERATION AREAS) DISTURBED BY ANY SUCH OPERATIONS SHALL BE RESTORED TO M ACCEPTABLE CONDITION. 9. DURING REMOV& AND CONSTRUCTION, ME CONTRACTOR SHALL USE ALL MEMS NECESSARY TO CONTROL DUST SPREADING FROM ALL WORK AND STAGING ARES, DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ARPLICARLE SPECIFICATIONS AND PROJECT SWPPP, APPROVED BY ME ENGINEER, AND SHALL BE INCIDENTAL. 10. ME CONTRACTOR SHALL REMOVE AND REINSTALL ALL SIGNS AND POSTS ON ME PROJECT SITE (AS REQUIRED FOR CONSTRUCTION) AND STOCKPILE IN A SAFE LOCATION ONSITE. AL SIGNS AND POSTS SHALL REMAN ME PROPERTY OF ME RESPECTIVE OWNERS. RAILROAD CROSSING SIGNS SHALL BE SALVAGED AND RETURNED TO ME CITY FOR REUSE ELSEWHERE. 11. ME CONTRACTOR 15 RESPONSIBLE FOR OBTANING ADDITIONAL OFFSITE BORROW MATERIAL AS REQUIRED TO COMPLETE ME PROJECT. ME BORROW AREA AND MATERIA IS SUBJECT TO APPROVAL BY THE ENGINEER. 12. CONTRACTOR IS RESPONSIBLE FOR ME TRAFFIC CONTROL TRAFFIC CONTROL MUST MEET IDOT STANDARD SPEC 2528 TRAFFIC CONTROL. 13. ME CONTRACTOR SHALL NOTIFY ME CITY OF MY SIDEWALK CLOSURES OR CHANGES IN PEDESTRIAN PATTERNS DURING CONSTRUCTION. ALL CHARGES AND DISRUPTIONS SHAL BE MINIMIZED. TRAL ALIGNMENT G 15 TO BE USED AS A TEMPORARY PUBLIC THOROUGHFARE DURING CONSTRUCTION. A 10 FOOT WIDE AGGREGATE SURFACE TRAIL IS TO BE MANTANED FOR PUBUC USE DURING CONSTRUCTION UNTIL TRAILS ME AVAILABLE (SEE STAGING NOTES). MINIMIZE COMPLETE TRAL CLOSURES AS MUCH AS POSSIBLE. 14. CONTRACTOR SHALL MAINTAIN ME STORM WATER POLLUTION PREVENTION PIAN AND ASSOCIATE[) EROSION CONTROL ME CONTRACTOR SHALL HAVE A COPY ON -SDE DURING ALL CONSTRUCTION ACTIVITIES MO UPDATE ME PLAN AS NECESSARY IF CHANGES OCCUR. WEEKLY INSPECTIONS AND SWPPP DOCUMENT UPDATES ME INCIDENT& TO 'SWPPP MANAGEMENT' BID ITEM. 15. CONTRACTOR SHALL FINISH GRIME AND SEED AS PER SPECIFICATIONS. SEE GRADING NOTES 16. PLEASE NOTE THAT THERE ME MULTIPLE SANITARY PIPES AND STRUCTURES ONSITE THAT ARE CONSTANTLY FLOWING. CONTACTOR IS TO TAKE EVERY PRECAUTION AGAINST DAMAGING ONSITE UTILITIES, AND WILL BE RESPONSIBLE FOR ALL REPAIRS NECESSARY DUE TO DAMAGE. 17. NIS SITE IS M ACTIVE FLOOOPtNN, FLOODING MAY COME FROM ME IOWA RIVER, OR RALSTON CREEK. RASION CREEK EVENTS TEND TO BE ASHY (FAST AND BRIEF), WHEREAS IOWA RIVER EVENTS ME MORE PREDICTABLE. BUT LAST LONGER. ME IOWA RIVER FREQUENTLY CAUSES BACKWATER TO RISE TO 632 OR GREATER AT THIS SITE. IN ME EVENT OF EXTREME FLOODING DURING CONSTRUCTION, CONTRACTOR SHALL BE PREPARED TO EVACUATE EQUIPMENT AND MATERIALS TO HIGH GROUND. 18. CONTRACTOR SHALL INSTALL CONSTRUCTION FENCE AROUND ACINI CONSTRUCTION LIMITS, AND ALONG TRALS USED BY ME PUBUC DURING EACH PHASE OF WORIN TO PREVENT PUBUC ACCESS WITHIN REASON. 19. CONTRACTOR SHALL MANTAN REASONABLE SURFACE DRAINAGE OF SITE DURING CONSTRUCTION. ALL WORK IN RALSTON CREEK SHALL INCLUDE REASONABLE MEASURES TO DIVERT, OR BTPASS PUMP STREAM ROW AS MUCH AS POSSIBLE DURING CONSTRUCTION. SUMMER AND FALL 'BASE ROW (NOT DURING OR IMMEDIATELY AFTER RAN EVENTS) IN RALSTON CREEK IS TYPICALLY LESS THAN 2 CUBIC FEET PER SECOND (»900 GPM). ENGINEER CAN PROVIDE TYPICAL STORM FLOW ESTIMATES IF DESIRED. 5/19/2017 12:11:23 PM 0:\10180111\CAD\D.9.\C\C1.BM9 STAGING NOTES PHASE 1 SHAY INCLUDE: CLEARING AND GRUBBING ON ENTIRE SITE ry STRIP AND STOCKPILE TOPSOIL FILL AT SOUTHWEST CORNER OF SITE (ROUGH GRADE UNDER TRAIL A FROM 109+50 TO 112+10) TO PREP FORR TEMPORARY TRAL (TRAIL A AND G) E4iE CONDUCT RIVERBANK GRADING (SEE GWfl4G NOTES) AND EITHER INSTALL PERMANENT SEEDING, OR INSTALL TEMPORARY ^Q^ n EROSION CONTROL SEEDING, BETWEEN TRAIL G AND IOWA RIVER INSTALL TEMPORARY AGGREGATE TRIAL (OR TRIAL G IF THE ALTERNATE IS SELECTED), AND INSTALL ORANGE CONSTRUCTION V EAS Cj: 2F FENCE BETWEEN TRIAL MO ACTIVE CONSTRUCTION V INSTALL TAIL B AND ASSOCIATED WORK (OPEN THIS TRAIL TO PUBUC USE AS SOON AS PRACTICAL) _ Z Tv L I l PHASE 2 SHALL COMMENCE AFTER PHASE 1 TIAL CONNECRNRIA TY IS COMPLETE (TL G ALIGNMENT): `r ;M CST REMOVAL OF EXISTING TRAIL RAILROAD BRIDGE AND RAILS. EXISTING DRIVEWAY, ETC. (RAILROAD BRIDGE MATERIALS TO BE U� WD OUT ONSITE FOR INSPECTION AND POSSIBLE REUSE. USE REASONABLE CARE IN REMOVING -BEMIS, ROUND PIUNGS (CUT ABOVE GRADE, DO NOT PULL OUT OF GROUND), HORIZONTAL TIMBERS, RALS, TIES � MASS GRADING FOR STREAM AND WETLAND (SEE GRADING NOTES) U FINISH GRADING OF STREAM AND WETLAND FEATURES INCLUDING FABRIC ENCAPSULATED SOIL LIFTS (F.ES.L), ROCK RIFFU STRUCTURES. LIMESTONE OUTCROP STRUCTURES (INCLUDE WETLAND SEED MIX INSIDE OF F.E.S.L FABRIC) TRIALS MO BRIDGES PHASE 3 SHALL INCLUDE RENAMING TRAIS (MD CIRCLE DRIVE AND PARKING LOT IF ALTERNATE IS SELECTED) FINISH GRADING, TREE AND SHRUB PLANTING AND SEEDING PARK AMENITIES REMOVAL OF EROSION CONTROLS AFTER MINIMUM 7" SURFACE STMIUZATION BY VEGETATION ConFLUEn LANDSCAPE ARCHNECT CONFLUENCE BOD CND STREET BE, SUITE 101 CEDAR RAPIDS, A 52)1 PH: St9.109.5)1 HRGreen CIVIL ENGINEER HR GREEN INC. 5710 EMHART LANE SW PH: 319.UTAOM CONTACT: APRON GWINNUP Y ry ^Q^ n V Z v/ � � U 033 LL0 U = LL � a � Z � O LL ILL L.I.. W L.L SUBMITTAL DATES ISSUED FOR ILL 03-tY-2017 � $EF ADD. f1 h /2 GENERAL NOTES CONFLUENCE PRMECT NO 151 W C1 GENERAL NOTES: 1. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS NECESSARY TO PERFORM WORK. SEE REMOVALS SHEET FOR MORE INFORMATION 2. CONTRACTOR SHALL CONFINE ALL ACTMTES TO THE RICHT-OF-WAY, CITY OWNED PROPERTY OR INDICATED CONSTRUCTION UMITS UNLESS OTHERWISE NOTED. 3. EXISTING AND FUTURE UTILITIES. STRUCTURES, TREES. AND PAVEMENT LOCATIONS SHOWN ME APPROXIMATE, THE COMPIETENESS AND ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. CONTACTOR SHALL FIELD VERIFY TILE ENACT LOCATIONS OF THESE OR ANY OTHER EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. 4. CERTAN RELOCATIONS OF EXISTING UTILITIES MAY BE REQUIRED AS A RESULT OF CONSTRUCTION OF THIS PROTECT. T SWILL BE THE CONTACTOR'S RESPONSIBILITY TO COORDINATE THE REQUIRED WORK WITH THE RESPECTNE UTI -TTY COMPANIES IN ORDER TO AVOID UNNECESSARY DELAYS TO CONSTRUCTION. THE CONTRACTOR SHALL WORK CLOSELY WT11 THE UTILITIES TO LOCATE. PLAN. AND RELOCATE MESE FACILITIES IN A MANNER THAT MINIMIZES UTILITY SHUT-OFF AND KEEPS THE PROTECT ON SCHEDULE 5. WHERE PUBLIC UTILITY FIXTURES ME SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, R SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO TIE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES, AND UTUTES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THBR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT 15 POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. R IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THBR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 8. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ON -800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATNG, EXCLUDING WEEKENDS AND LEGAL HOUDAYS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAUL AND PROPERLY DISPOSE OF EXCESS MATERIAL (INCLUDING E%CA TERVL OR BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT. NO PAYMENT WILL WED FOR THE MATERIAL DISPOSED OF AND NOT INCORPORATED IMO ME WORK. NO MATERIAL SHALL BE PLACED WITHIN THE RICHT-OF-WAY, UN SPECIFICALLY STATED IN THE PENS OR ARPROVED BY AHE ENGINEER. UNLESS OTHERWISE DIRECTED OR AUTHORIZED. ALL ASPHALTIC CEMENT CONCRETE AND OTHER BITUMINOUS MATERIALS WHICH ME NOT SPECIFICALLY ADDRESSED OR DESCRIBED IN TIE PLANS SHALL BECOME ME PROPERT OF TIE CONTRACTOR. THE CONTRACTOR SHAD. DISPOSE OF THESE MATERIALS IN ACCORDANCE WITH CURRENT RULES AND REGULATIONS OF TIE IOWA DEPARTMENT OF NATURAL RESOURCES. B. ALL HOLES RESULTING FROM OPERATIONS OF THE CONTRACTOR, INCLUDING REMOVAL OF FENCE POSTS, UTLTY POLES OR FOUNDATION STRUCTURES SHALL BE FILLED AND CONSOLIDATED TO FINISHED GRADE AS DIRECTED BY ME ENGINEER TO PRE4FNT FUTURE SETMEMENT. ME VOIDS SHAD_ BE FILLED AS SOON AS PRACTICAL -- PREFERABLY TIE DAY CREATED AND NOT LATER THAN THE FOLLOWING MY. ANY PORTION OF TIE RICHT-OF-WAY OR PROJECT LIMITS (INCLUDING BORROW AREAS AND OPERATION AREAS) DISTURBED BY ANY SUCH OPERATIONS SHALL BE RESTORED TO AN ACCEPTABLE CONDITION. 9. DURING REMOVAL AND CONSTRUCTION, THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ARPUCABLE SPECIFICATIONS AND PROJECT 9WPPR APPROVED BY THE ENGINEER, AND SHALL BE INCIDENTAL 10. THE CONTRACTOR SHAT. REMOVE AND REINSTALL ALL SIGNS AND P 5 ON ME PROJECT SITE (AS REWIRED FOR CONSTRUCTION) AND STOCKPILE IN A SAFE LOCATION ONSITE. ALL SIGNS AND POSTS SHAH REMAN THE PROPERTY OF THE RESPECTVE OWNERS. RAILROAD CROSSING SIGNS SHALL BE SALVAGED AND RETURNED TO THE CITY FOR REUSE ELSEWHERE. 11. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ADDITIONAL OFFSITE BORROW MATERIAL AS REQUIRED TO COMPLETE ME PROJECT. THE BORROW AREA AND MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER. 12. CONTRACTOR IS RESPONSIBLE FOR ME TRAFFIC CONTROL TRAFFIC CONTROL MUST MEET IDOT STANDARD SPEC 2528 TRAFFIC CONTROL 13. ME CONTACTOR SHALL NOTFY ME CITY OF MY SIDEWALK CLOSURES OR CHANGES IN PEDESTRIAN PATTERNS DURING CONSTRUCTION. ALL CHANGES AND DISRUPTIONS SHALL BE MINIMIZED. TRAIL ALIGNMENT G IS TO BE USED AS A TEMPORARY PUBLIC THOROUGHFARE DURING CONSTRUCTION. A 10 FOOT WIDE AGGREGATE SURFACE TRAL IS TO BE MANTANED FOR PUBLIC USE DURING CONSTRUCTION UNTIL TEALS ME AVAILABLE (SEE STAGING NOTES). MINIMIZE COMPLETE TRAIL CLOSURES AS MUCH AS POSSIBLE. 14. CONTACTOR SHALL MAMAIN ME STORM WATER POULTON PREVENTION PLAN AND ASSOCIATED EROSION CONTROL ME CONTRACTOR SHALL HAVE A COPY ON -SDE DURING ALL CONSTRUCTION ACTMTES AND UPDATE ME PLAN AS NECESSARY IF CHANGES OCCUR. WEEKLY INSPECTIONS AND SVPPP DOCUMENT UPDATES ME INCIDENTAL TO "SWPPP MANAGEMENT' BID TEM. 15. CONTRACTOR SHALL FINISH GRADE AND SEED AS PER SPECIFICATIONS, SEE GRADING NOTES 16. PLEASE NOTE THAT MERE ARE MULTIPLE SANITARY PIPES AND STRUCTURES ONSITE THAT ARE CCNSANTLY FLOWING. CONTRACTOR IS TO TME EVERY PRECAUTION AGAINST DAMAGING ONSITE UTILITIES, AND WILL BE RESPONSIBLE FOR ALL REPAIRS NECESSARY DUE TO DAMAGE. 17. THIS SITE IS AN ACTIVE FLOOOPWN, FLOODING MAY COME FROM ME IOWA RIVER, OR RALSTON CREEK. RALSTON CREEK EVENTS TEND TO BE FLASHY (FAST AND BRIEF), WHEREAS IOWA RIVER EVENTS ME MORE PREDICTABLE, BUT -AST LONGER. ME IOWA RIVER FREQUENTLY CAUSES BACKWATER TO RISE TO 832 OR GREATER AT THIS SITE IN ME EVENT OF EXTREME FLOODING DURING CONSTRUCTION, CONTRACTOR SHAH BE PREPARED TO EVACUATE EQUIPMENT AND MATERIALS TO HIGH GROUND. 1B. CONTRACTOR SHALL INSTALL CONSTRUCTION FENCE AROUND ACTIK CONSTRUCTION UMRS, AND ALONG TRAILS USED BY ME PUBLIC DURING EACH PHASE OF WORK TO PREVENT PUBLIC ACCESS WIIHIN REASON. 19. CONTRACTOR SHALL MARTIAN REASONABLE SURFACE DRAINAGE OF SITE DURING CONSTRUCTION. ALL WORK IN RALSTON CREEK SHAT INCLUDE REASONABLE MEASURES TO DIVERT, OR BWASS PUMP STREAM FLOW AS MUCH AS POSSIBLE DURING CONSTRUCTION. SUMMER AND FALL 'BASE RW (NOT DURING OR IMMEDIATELY AFTER RAN EVENTS) IN RALSTON CREEK IS TYPICALLY LESS THAN 2 CUBIC FEET PER SECOND (-900 GPM). ENGINEER CM PROVIDE TYPICAL STORM ROW ESTIMATES IF DESIRED. 4/15/2017 11:20:48 AM 0:\10150111\CAD\Dwgs\C\Cl.awg STAGING NOTES PHASE 1 SHALL. INCLUDE: CLEARING AND GRUBBING ON ENTIRE SITE STRIP AND STOCKPILE TOPSOIL FILL AT SOUTHWEST CORNER OF SITE (ROUGH GRADE UNDER TRAIL A FROM 109+50 TO 112+40) TO PREP FOR TEMPORARY TRAIL (TRAL A AND G) CONDUCT RIVERBANK GRADING (SEE GRADING NOTES) AND EITHER INSTALL PERMANENT SEEDING. OR INSTALL TEMPORARY EROSION CONTROL SEEDING. BETWEEN TRAL G AND IOWA RIVER INSTALL TEMPORARY AGGREGATE TRAIL (OR TRAIL G IF TRE ALTERNATE IS SELECTED), AND INSTALL ORANGE CONSTRUCTION FENCE BETWEEN TRAIL AND ACTIVE CONSTRUCTION PHASE 2 SHALL COMMENCE ATTER PHASE 1 TRAIL CONNECTM IS COMPLETE (TRAL G ALIGNMENT): INSTALL TRAIL B AND ASSOCIATED WORK (OPEN THIS TRAIL TO PUBUC USE AS SOON AS PRACTICAL) REMOVAL OF EXISTING TRAIL. RAILROAD BRIDGE AND PHLS, EXISTING ORNEWAY, ETC. (RAILROAD BRIDGE TO BE LAID CUT ONSITE FOR INSPECTION AND POSSIBLE REUSE, USE REASONABLE CARE IN REMOWNG I -B ROUND PIUNG5 (CUT ABOVE GRADE, DO NOT PULL OUT OF GROUND), HORIZONTAL TIMBERS, RAILS, TIES MASS GRADING FOR STREAM AND WETLAND (SEE GRADING NOTES) FINISH GRADING OF STREAM AND WETLAND FEATURES INCLUDING FABRIC ENCAPSULATED S01 FIS (F.ES.L), ROCK RIFFLE STRUCTURES, LIMESTONE OUTCROP STRUCTURES (INCLUDE WETLAND SEED MIX INSIDE W . S.L FABRIC) TRAILS AND BRIDGES PHASE 3 SHALL INCLUDE REMAINING TRAILS (AND CIRCLE DRIVE AND PARKING LOT IF ALTERNATE ISSELE D) FINISH GRADING, TREE AND SHRUB PIANTNG AND SEEDING PARK M ODES REMOVAL OF EROSION CONTROLS AFTER MINIMUM 70S SURFACE STABILIU BY VEGETATION FILED 1011 APR 10 AN 9: 1+ CITY CLERK 10VIIA CITY. /ATMA conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE W02ND STREET SE SUITE 1M CEDAR RAPIDS. IA 52401 PH'. 31940 W1 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH'. 31OU14NO CONTACT: AMON GW NNUP Y nQR�3 V Z F- � F- 0 O LL U = LL F- a Z 0 NO LL LL LN.L \LLT N/ LLL SUBMITTAL DATES ISSUED FOR 04-1B-2017 BID SET GENERAL NOTES CONFLUENCE PROJECT NO: 15108 C1 ESTIMATED PR03ECT QUANTITIES lTe! m. Ite1 m[ xrr DYanrla Ilir mTDYrm nru pwnnx MM ar mslr 1. xWRu I UWaaa.9 TMMC CVRmL 4 l IVISIx ] - Y[MMR ] MSFIx-D-I U[NIx Yp YMIW AD 4 I YII.w-Da 1VfOn, OX -nn. a IML& ONSH (Snap, MANY, 11101) D NOW T • M -IMHD-I COET FOR »Pbn YlM T Cv Ir f MN1x-0-3 TO'b[L, arSNI, a NCI xPnl Cy YON I alwlx-e-I S#.IOA, CLASS 1. PP DERIVE Cv am S 211111441114=9 NESKI.TIO1, UAN N. SKMCfD M/JILL MEN a ISM a NOW -141114-6 I.I., CLASS I. WIN O6Ir[ V,1]SY . NWIN-1-0 STYRLK ETUEAA IFIe/IWS FILL, KY. I . ION DSEYTM CY 1Ma M a1.-lr-I . .1, IXLSlu., a vic, N Ra" i1 2016-1410-L-. CNARITIM TESnW Lf 1 mfya I - TKIYFAI Yp "RXduss CORMUCTIM u NSwlw-x-. DMMILY MCRruL IT M mSlx • - MWa RN Y4[N u NM-w-wE S. u.. 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STASES) R 12x1 N TON -y« -F. r&NMEV D%LN SUITOR CWTROL FREDERICK. SEW A, MT21Y IRAN YD MIR... (FWX IWMLLAn. %01. ISM) y.F tr. WM IRADIX TYIf M MM -NR -2-. IN EY, CLAM D pR .y 1. NY-lr-2-0 Elr EN. CEAs, I NO I. M NI.-yw-1-a In SN, I.E. STORE TN N N NN -]w -l-0 .SP W - UFII. SRE%RL, EWM MIT, lw 2x1 M NY-Iw#-I JIVJ NMf V 4N r wN.lw-N-2 SILT ENDS, 11EMYu N NOPEW \1 m w w1.-wi-1 $SLI INCE, NFILL O SEEMS V am u w1. -w-0-2 $rpllnm WASTRMnw NTAARU (w' I w') n )N m 1601-w-0-2 NrIOMLaM FOR NOSIDX COITYL, WN T6EYNr MaNW, MmIO FORK WrN1 AS all N fW-w-r-1 10111 WROICna Mnct, MrICe-AMIno 4 l N flY-w-1-1 IMLR wOlACT1O1 RYICF, 1OIOINYKF Y l ON 1w4-SYi-a SNm ME U ABN M". It -01211... Y1wN-i1.-A-. DERAmN ARREAR, )DERAIL 01 FORD FALL AN RADROAD ORIONyy y OFlrM-w-I-1 ODIXETIOR FMK, RIFTEOL Of RAILROAD TRACK \A 1M Y wu-w-A-. IMPOSSEFOR ANN, Ie1WLL N M[LwN YL4 T O 401 IS - IIDC.L.011% Y IMM -IN -A.. 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N u•m PH'. 319 409 51w HRGreen CIVIL ENGINEER HR GREEN INC. $710 EMHART LWE Sw PH: 310MIAO(K) COMACT: MESON OWINNUP SUBMITTAL DATES 11 TE ISSUI I I OR OS -24-2017 BID SET ESTIMATED PROJECT QUANTITIES CONFLUENCE PRCXCT N0 ISIN C2 AM 10 AF Air ESTIMATED PROJECT QUANTITIES xTEfE N- xTa C%E ITIR W. IRIL moe UN Nsd3PTld �T !ST]MTED 1%RL 91wxrnns 9AXf Bm N n%B-1M-A.B InxLlNTld /LLQ V/ » cvls)mcnd wRVEv Dxvlsaax a - 6NEML ]l IIMB-IM-B-B TBFMMY LRYYLM SmEWIY, / ]Y, Z 1 aae-30ER-e TRAFFxc CdINL lF 1 OM%d x - ERIDFRNR R ${3g-pNB1M PRf-EMGIXFERFp STEEL TERMS TMIL N]N!, 1B' % ]z0' I 3 x%B-1BB-B-B CLEKII6 Yp 6q®INi K 5 3 3%B -]04D-3 IINwIL, d -SIR, 6 IXM OFPM (STPIP, SKVIfiF, SPREAD) CY {BN / 3018-1OB-D-1 CU4Wi fd TOPSOIL NFINLEM CV 680 s a%B-1ee-D-3 TOPSOIL, oirsln, 6 xxM DEPTH r NX 6 3%0 -IBB -E -B fYUVARd, C1A55 IB NwL OFfSnF CY BJN IF »IB-1BB-E-B EYC],YAnd, CLASS 10, BALANCED CM/ELLE 015x1E CY 3z3N 8 N1B-]BB-E-B EY(pAild, ELKS 1B RDISE tlLSIT! 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W 52401 PM'. 318 408.5101 1 HRGreen CIVIL ENGINEER HR GREEN INC. 0710 EMHART LANE SW PH: 918 Gt L000 CONTACT: AMON GWINNUP Y ESTIMATED PRO]ECT QUANTITIES Ild N. nq CM Ilq 06gD)I01 MT n DIVnIq 1] - )PKLLTY n6ES Z C6 H39-MNIM PRE-EwpllxFO n!!L TIME 1MSL PRIME, p' [ IL' G 1 a] ENS-•{N3N )nEL ew 6wdL[l Lf n) N 3Nf-•In>H )TEFL Bw 6IWOII.[L L.W6FN !N Tl%mML, "-MS G L N u -){II LpsspxE Maa sLxs Ta IS RmwfD RrvER RKR, wsxv, a n a [3oi DlnereR iax m IT NILADAn cNdN Brae AMMU ra n LpEs]aF XLLurwE, s xKx . { IKx Ta -. a Is LfiFSidF W1gY ND rG6Tia1E, 3IIO1 TIRE 1) )1 S1aM Elaut ExursuureD #n LEFTS a eM PE sfopFw F.anmx wup (spw Drvfu[a Lr ilw IS yrin vmuna MlSipl[N u s IT 11n1L1T-U3-. 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W 52401 PM'. 318 408.5101 1 HRGreen CIVIL ENGINEER HR GREEN INC. 0710 EMHART LANE SW PH: 918 Gt L000 CONTACT: AMON GWINNUP Y Q /a/te� (V/ L/ Z � U O�L/ � N 0 L U o a � NO� LL N� I.L \W Y. SUBMITTAL DATES ISSUED FOI- 04-18-2017 BID SEf ESTIMATED PROJECT QUANTITIES CONFLUENCE PROJECT NO: 1514 C2 ESTIMATED PROJECT QUANTITIES NY L.L SEEN ND. ITd EDIT [ld DFSQIFTId �T B1DYld NT4 pYNRTpi aID 41EMR 6 - d1IR FGr ENEEN (V/ DSKSIEN 3 - "GREW " TXFXdLESS CWTINKSIDN US dMI1M GAEYl3LL Cr 3 DIVISION 4. SERIES YO IRAINE � � U 131 3Lg4d, SAID WCL, M X• IF v: o.7 a - SENSEiM"ME'W V NE1 zTME zfYGi , CAST Ip DO® NYIOGSI d IQIlYYEI(E lY D3MlTlX G 1 MIId 7. EMITS AR 91.1mEGGS ll2 sNMfo ILSE MEN, FCC, 6 TWINsr fM ss3 1f li sVECLEL SkINSWF PREPMAT 101 Id SHARED WE PAN sr SH OMSSDN S - SITE WERE, NEE LWR E lw \W ]1R C NTIpNI MEETING, FERTILIZERS NO NLOIIND (SIMS TYPF 1) 7C 1 ]3S CtlNEMTI01Ml SEEOM w NLOIIN3 (D7f,OH WTIYE 61YY NO YILaN. NIlM1E) AC 1 m WTERIIG IS 1 ll7 TREES 16TH WMM7V, LY6E. SWEETENS, M. 2. 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RECEPEKLE EA 1 4/15/2017 11:20:30 AM 0:\10150111\CkD\DY9.\C\C3.ev9 FILED 2[111 APR 18 AM 9' k� CITY CLERK 10'1A CITY, Io,vA COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 101 OEDM RAPIDS, N 52401 PH'. 3194N WI HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARWWT UNE SW PH: 319 5,11.40M CONTACT: AARON GWINNUP ESTIMATED PROJECT QUANTITIES CONFLUENCE PROJECT NO: 15IN C3 NY L.L (V/ } _z//� VJ � � U p W p U o a Z NO E� 1f li w \W LL SUBMITTAL DATES ISSUED FDR 04-18-2017 BID SEf ESTIMATED PROJECT QUANTITIES CONFLUENCE PROJECT NO: 15IN C3 ESTIMATE REFERENCE INFORMATION I TER M. IiE11 CNE — BESQIPITER IYIsmE I. MXERM TTY IEXlllpfxOlF D1Y15IN B - fTAKAA.s FOR Z. AND KERNEL sEIERS ZB 6Y0-SY-B-O CRIME, SW -513 31 NIB-lY-f-O A. WEDGES ALL DEWITT CMIR0. DEVICES DO FNINECESSMY TO MAINTAIN TRAFFIC M ACCORDANCE MIM ME MMILL N UNIFORM TRAFFIC (IMMUNE.OEVICES. PONTMTENMINE 33 luE6030-1Y-F-0 FARADICMI.TMEW3, FRAY - B. CMRPACTN WILL EMIGRANTS NOW ENGINEER IDAND MEN BY ME IMPEDE PATTERN REQUIREMENTS M DETERMINED BY ME MEMBER AND A. REFER M C-SMEETS FM TMU4TIY [IF PIPE AND STRUCTURES, REPWOWATIAE S FOR ME CITY OF IMA CITY. OMSIN 1 - MARIANA l $MB -1M -B -B CLEMMG AND GMBNND "PER TO AWS YSB AND SHEET Nl I FM FEARING A. ME CON1W[TM WILL BE PAID ME CONTRACT UNIT PENCE PER ACRE OF CLEARING MO GAUMIHG. THIS SMALL BE CONSTITUTE FULL COMPENSATION TU N mO-IY-F-B OM MD NITER, 3.5 fT, 6 ON ALL FUELS, ECKPAEN, ERROR AN MRTf RIALS NCCESSMV TO CLEM AM GAN IN COM LEAVCE NIM TME CONTRACT DECIMENTS. q. REFER TO D-A1EER fM LEAFS .S 3S )BM -11 -A -B B..FER i0 PLOTTERS IM MORE IMFMRA]]N. . REFER 70 H -MEETS FM AMONG. MFMBAnM. C. KL MATERIAL MAE n RENEWED FROM Mf PROTECT SFNLL BECOME ME PROPERTY OF ME CNTRMTM. DOWING MD BMNL M ME PROTECT SITE IS MF MIMED. SHORN ME PATH, .C, 6 1. SIDERED DLCIXTAL. CELIEM6 MOS DEAN TAKEN SMALL BE CNM .ID/M OF NbM 37 7036-SY-C-8 PARED ME PAM, PCC, B INN, YIYE MPY.H SLAB$ D. 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THIS ITEM IS INTIMAL AT ME OISCRfnM M ME ENGINEER AND SMALL BE DETERMINED WON INSPECTION OF ME SEMIARID OR FORI9IED TOPSOIL. A. REFER M O -MEETS FOR LOCATIONS B. APPLICATION KATE (RATIO M TOPSOIL TO (MODEST) IS M BE DETERMINED Y ME ENGINEER YD 6 ]TENDED TO PRD/IDE 5 IM CERAMIC MATTER IM INE TW501L REIDVMS M .R PLM NXNRE. B. MIS ITEM INCLUDES ME REROYAL OF EXISTING CULMERT MARKER AID RERJK AND REINTALLAnM OF NO PARKIN SIM ALONG MORAY 6, DYER RAL -SRA CREEK C. SCREENED CNPoSR SUALL M Y.M AND TILLED EVENLY INTO TOPSOIL N CREATE W. TNM I.IS OF MERGED TOPSOIL. CULVEY. D. ME CUMULATION WILL BE PAID ME CMIRKT UNI PRICE PER CUBIC YARD (CV). MTS MSFT SMALL BE CONSIDERED FULL CONFINEMENT FOR NMnNING, F(U1RET, LRAM , AND MUMMIES NECESSARY TO REGIME DD REINSTALL GLEN MD RETIRE CULVERT MARGIN IK COALIANE IM ME CONTRACT 111Y6RPnN MD USING (MATURE LTO TOPSOIL AND PLACING MEIN TMS.L-COWS! MARIETTA IM KSOWKE NM ME CMfRKT NDUIFTS .) AT ME NOG IT -9B1 35Nn5B DEFECTION NMF MOOREI.. A. 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M(U WA . REFER N ET$ lOxT1VM1 FOL IxIAORATRW. ... AN NTTLs. A. INCLUDES F LINTIM/TWFIC Bm MM.M ME F. ME CMULKTM MILL Bf PAID ME CONTRACT UNIT PRICE PM CONIC YARD (CY). MIs RAM ENT SKLLI BE FULL COAENSATIMM FFMMISIIN, TDM.Fn N, 0. REFER M .WMR NMB R STAWCT F)XA. SECTION WIN. 35 OWB-IN-C-O "'W"W PLACING MF TOPSOIL IN MCOPDMCE NM ME CONING! DOCUMENTS. A. REFER N D SPEETS FOR LOCATIONS 6. 1MSRI SFALI BE MIM QUALITY SOIL EDUIMAES OF ME TOP 12 INCHES M FIEND M PASTURE WAR MANAGING A IOD SUPPLY OF WARN AND A NM WMEE M B. QUAYEIN INCLUDES: FERTILITY. SURFACE SOILS FMN] SANDY FLOWLAIRS MTKEMT M RIVE. M SMEIMS, MAID PODS, DnM NATIONS, AND BACKING AREAS. M SOILS WHIM ME > 1Y LF N N IN. WIDE .DESTRnA CONKING LINES AT 10 FT LENIN MAX FACTOR ].W STA S MANOWE GROWN OF BOOKS WEEM M OFFER OWESIAINING WGETATIM WILL WAY BE ACCEPTED. TOPSOIL MIM 55% M MIME SMD MD/DL EN U NAE CLAY TIL 37 9016-1811-A-0 Wi BE ALINED. TOPSOIL SMALL RAW A F1 VALUE FBM 6.0 M 7.5. IT SMALL BE TAPE FOR HEAL CLUBS, ROCK5 AND FEWER MBRTS LARGER ]IAN 1 OqM 0/2 IWf IN 9010 -1Y -A -B PM MF CERAS$ SE.N.). M. OhMWUL WILL NOT BE REASUMEO M PAID MORE Ort WALL BE CONSIDERED I.NENA M EXCAVATION. I. AL TMWIL 514LLL BE SUPPLIED RED D6TALM M PER SIDERS SERIN 2010 WIN ME FOLLOWING MODIFICATION: PMT 3, 3.M C.2 - REPLACE 'B MONTE DEEP' NM -6 IMCMES DEEP'. 6 2010.161-E-0 E.WATMN, CLASS 10 PAUL OFSITE TI, MINING FACTORS ME INCLUDED A. MFM SMALL BE MEASURED M ME IN- PUI:E QNRttW S. CMMVCMR SFLLI BE PAN ME PLM QWAEPETEY ] 3.B-11MR-E-6 EILGVAI, CVS516, 61UWED COT/FILL OGRE CLASS 1B ML FSIN PLM CLASS IN RIDGE E RASED M NEGLIGEE OF M OF REWIRED FRIOTER (DIFFERENCE BETWEEN EXISTING AND FINAL A. ® NMOTY M WALLO SULFKE). nIN WELL BE MEASURED M ME IM -PLACE QUANTITY. NO GULMING FKMRT ME INCLUDED FCTLR SMALL BE BE FUELED DEMME TARIMEXTRACTEDY ME ENGINEER. B.AL ..MATERIAL (CLASS 10 MEWL OFFMIC SMALL BECOME PROPERTY M ME CMMMD C.CAMEROON! TB N PAID ME PLM QINNniY COALET. ME 6RMING OWlln KCUBING MME COITMCI DNFAETS. AL .. FAMOUS AND EMMEMT WECE55MY M COMPLETE ME GRADING SWLLL BE SMOLDERED IE. 0. REFER M Q-SMETTE FOR PLAN OVEYIN O EASfIW AD AWNED SURFACES. 8 MO -IM -1-9 EXCAVATION, ERAS$ 10 RW. MSITE 39 NW. INS IS T]OFAL AT ME DLSCRERM O A ME ENGINEER, MD INCLUDES ME MOIL EXCAVATION REQUIRED FM REMITTENTOF sMVCDMAL IMERGINS A. B MITN M M MB-SY-A-O FILL 9 2010 -I0 -E-0 STR2MFAL IWEINEO6 FILL, ME, PLAf.T AND (fN/CT1M A. THIS ITN IS MTIOIK WORK TO BE COMPLETED AT ME ROLE DISCRETION O ME ENGINEER. 0. DURING fXGVATIM M PROPOSED STRUM AW WETLIND LNATIMS, CMTRARU WILL DID FIVE (5) MSEYAnM FITS TO ALM INDIRECTION OF OIL Y ME EMINFER. C. REFER M Q SWEETS FOR KBf INFORMATION. O. IF REWIND Y THE ENGINEER, ME CODRATM SMALL EXMMTE FROM PRMMED NAGE GONG TO ME (1) I= BELON CHANNEL BOnOU N MEATI A ROUGHLY LEVEL SURFACE. ON ME FLAT. EXGVTM SURFACE, ME CMnATU WALL PEACE RITE IWFRVIOLS STRCMRA FILL IM MI 6 INCH LIPS AND COPA! EARA TO A FMMfER. 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MI5 PIPE FULL BE FIRN WIN A NEW NMOLE PER BID ALTERNATE I 5/19/2017 4:03:30 PIA 0:\10150111\CAD\0wg9\C\C4.Ewg ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 6002ND STREET SE. BUTTE 184 CEDAR RUMPUS. IA 52401 PH'. 316.409.5401 CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PER: 31884140W NYFY/ LL /L�/-L r0— f) (( V Z MU VI < O U a yo Z L) �OBM/ LJ_ IML y LL \W SUBMITTAL DATES ISSUED FOR OS-�e-2oii BID SEf ESTIMATE REFERENCE NOTES CONFLUENCE PROJECT NO 151N C4 ESTIMATE REFERENCE INFORMATION I)G M. Nq E00B TTY IEXlllpfxOlF D1Y15IN B - fTAKAA.s FOR Z. AND KERNEL sEIERS ZB 6Y0-SY-B-O CRIME, SW -513 31 NIB-lY-f-O MFFIOLf M]USTBN), MINOR _ 33 luE6030-1Y-F-0 FARADICMI.TMEW3, FRAY - A. REFER M C-SMEETS FM TMU4TIY [IF PIPE AND STRUCTURES, B. REFER TO F -SHEETS FOR PLAN VIEW LAYOUTS. C. MNSi WM4'CE RM TO MATCH PROPOSED BrMIN SURFACE ELEVAnN. 33 MIB-lY-H-O BE. OF EXISTENCE STOMA INTAKE "PER TO AWS YSB AND SHEET Nl I DIYISIM ) - RTREBTs AND K. IA[ N mO-IY-F-B OM MD NITER, 3.5 fT, 6 ON q. REFER TO D-A1EER fM LEAFS .S 3S )BM -11 -A -B REFD:k OF lu1 E . REFER 70 H -MEETS FM AMONG. MFMBAnM. 26 )DMB.M.0-O SHORN ME PATH, .C, 6 1. IA. ITEFI INCOMES TRAIL PAVINGPFR O SMEEn (4173 BY) RM RO135 SY iBI. RRCR CHARS (SEE SMFETs Rl ND AS) 37 7036-SY-C-8 PARED ME PAM, PCC, B INN, YIYE MPY.H SLAB$ A. ALL REIMFMCIN STEEL REQUIRED FOR BRIDGE MPRMUM SIMS 15 IWCIDEYgL TO MES ITEM. -1-0-0 3N ]WN SPECIAL MBGPAY PRE—. FG SXMN USE PRM p. REFER i0 B -SHEETS fOR TYPICAL SECTION B. 0.ENA i0 D -SEW 5 fOR LOCATIONS GEOMETRIC FEAR Yp STRAIN INFORMATION X I HEM -1411-6-B INTECTABLE MARTIN A. REFER i0 0 -SWEETS FOR LOCATIONS B. ME CON.. SCALL UTDIIE ME N ME FNLDOHG APPROVED FNILIFACMRE0.5: FEMME, EM, M EMT JORDAN. C. DETECTABLE WARNING TILES HALL BE N CMT IBM CONSTRUCTION MD BE BRICK RN IN COMM. 38 )W -1M -X-0 pAV£MN .EWER A. REFER TO M-YIEETS FOR R. I FO ATIM. 31 7044-1994-B NN MD ROTOR RENTAL A. REFER M O -MEETS FOR LOCATIONS 33 2Ml-675W3 REIDVMS M .R PLM A. REFER M SWEET V.3 FOR LOCATIONS OF SIGN B. MIS ITEM INCLUDES ME REROYAL OF EXISTING CULMERT MARKER AID RERJK AND REINTALLAnM OF NO PARKIN SIM ALONG MORAY 6, DYER RAL -SRA CREEK CULVEY. C. ME NTNCMB WELL BE PAID ME CONTRACT UNIT MICE PER EACH, ray SMALL BE COMMAND FILL CO9FMSgT1M FM NMNLWIN ALL TOOLS, F(U1RET, LRAM , AND MUMMIES NECESSARY TO REGIME DD REINSTALL GLEN MD RETIRE CULVERT MARGIN IK COALIANE IM ME CONTRACT NOG IT -9B1 35Nn5B A SIGNS T9E A 5, WET ALIIBMII A. REFER M B -STETS FM MGTIULS OF SIGN B. FAIMnn INCLUDES MYE TOPE 4 MIKi MARKERS C. REFER M WTO PMT 3C PM DOWNS OF TYPE 4 MIN} MEMBERS O. REFER M TOW NT STANDARD SPFCIFIGTION SECTION 3530 34 3934-927NIO MARINATED SQUARE STEEL ROBE POSTS A. REFER M 0.EMEETS FOR LIXATICMS N SIGNS B. QUMRIV IKLUDES 8 IF N PST FOR EACH OF 3 SIGN ASSEMBLIES, BASED ON A 6 FT. 5I0 RAST MD 1 FT. ANCHOR PMT. C. REFER M IDA DUE STANDARD SPECIFICATIONS SECTION 2524 D. POSTS HALL BE MMBRM 3 IM. A 3 M. MD BE CONFUSED OF 13 MARC STEEL. E. ]TEAR IKLEDfS SIM FART MDOH SLEEVE AN MW KA FUT FM EACH AW MSEYLY WIDE ME IKINTA. DlYl51M B - ILLDIIC COFNL 3s MY IN -A -B TIY Mc G. MMxnunO6 WA . REFER N ET$ lOxT1VM1 FOL IxIAORATRW. ... AN NTTLs. A. INCLUDES F LINTIM/TWFIC Bm MM.M ME 0. REFER M .WMR NMB R STAWCT F)XA. SECTION WIN. 35 OWB-IN-C-O PgNiW PAVENT WARNINGS, MARBLE A. REFER N D SPEETS FOR LOCATIONS B. QUAYEIN INCLUDES: > 31 LF OF N IN. TOE STN BM LINES (6K FACTOR • 1.86 STAR) > 1Y LF N N IN. WIDE .DESTRnA CONKING LINES AT 10 FT LENIN MAX FACTOR ].W STA BIVISAM 9 - SIm JOT AW LpTOSWIN 37 9016-1811-A-0 CMMEMnONAL SEEDING, FERTILIZING AN MULCHING (SMAS TYPE I) IN 9010 -1Y -A -B OFFFMnONAL SERUM AND NLNING (CUSTOM N NOW SEM MIXTURE) A. M ACCORDANCE TM SODAS SECTION SR30 DO ME FOLLOWING: B. ME BTB QIWIIITY 15 FM ME SEEDER MEAS ..A ME PROJECT (M6TNICIIMI L.I. C.ME CONTRACTOR WILL BE RAID ]W N ME COOPERATE MIT MICE AT ACCEPTANCE, 3M OF CONTRACT LANE 1 -YEAR AFTER Mn N ACCEPTANCE.C 0. MI5 IMM INCLUDES AL IAFR. EMWBTD . AMATERIALS KECESSM' FORME BURKINA-OFRV. AW OMEN NM)5 FROM REFUNDINGTEA; REFUNDING RILLS DD NAMES; PREPMIW ME SEEMED; AN FUREENSWNG WATER, MAINTENANCE MD OMEN CME MUM ME MINORITY PERIN. M SPECIFIED 1N ME R SHEETS AND IM ACCORDANCEMIM ME MORIE SPECIFICATION (N NT FERTILIZE MnVE SENDING MEM) E ME MNTIAmR DALL Bf RE1MEIBLE FOR WTERIN ME SEARED MGM, M DIRECTED Y ME MNER's REPRESENTATIVE, WILL SEED/W55 NM BEEN ESTMLISHW. MATEPIN SALSA BE MEASNEGM MO PAD IN SEPARATELY. F. A WVADIIY WALL BE FRDVIDED FOR COMPLETED SEED MEAS BEGINNING M ME DATE OF INITIAL ACCEPTANCE. ME WARRMTY IS i0 DUARMTfE THAT IMPLETM SEWED MEM PROVIDE A UNIFORMLY DENSE, LIVE, AND HFALMV SIM OF MINES, FREE OF WEEM AN UNDESIRABLE GRASSES, DENNIS. FRIEND AREAS, BARE SPoM, GEORGES, AN INSECTS AT ME EW N ME MMRM')Y PERIOD M ME (1) YEAR. TURIN Mf YARMTY PFRIM, MY INFECTED MEM STALL BE RESEEDED Y ME MORAmN M ORIGINALLY SPECIFIED ]MIL ALL AFFECTED MFA ARE ACCEPTED BY ME MINER'S REPRESENTATIVE, OFFSET ADDITIONAL IMMIGRATION. G. ME CdNIRICIM WALL SU&OT A LIMA N CONFIRMATION Of SEM YABIETIES AW MATERIA SM. 1 ... TO MOCIIRERT MO IMSTALLAnM. W. REFER M R-SHEETSfOR PWITOTG LNAnNS SEED "TIME 1111 AND ROUE INFMOIRnON. 39 NW. INS COMENnONAL SEEDING MD NLMIN (O6TU 'MINE GM55 AND TWFLMER NTURF) M MB-SY-A-O WYEI?IMAL SEEDING MD MULCHING (NSLU NTLAND SEED FORTUNE) A. SOUS SECTION M30 AN ME FOLLOOM SINAL AW LV FOR MTNE 6RMS MIT WILDFLOWER YD CMTM I. SEW MORTGAGES, ENTIRE FOR ME WT. SEND OUNIE WHERE YECIFIGnM M 7M.03 SWIMMING, G, WDM W10 (LUDED ITEM. RMITUMFTS, mKIU ES ND ETNn EON). B. ME BED QWNTITY IS KR TN SEWED MFM MINOR ME PN7ECT cO6TRICi10X LINTS. C. ME CONTRACTOR WILL BE PAID m OF ME CDYTNCT Mn MICE AT ACEPTAKDENOUDENOUNCEE, ]5E OF UT UNIT MICE I -YEAR MICA Mn N ACCEPTANCE ACCEE DESR OF ME CULTURE} MIT MICE 3-VEMS AFTER DATE OF ACCEPTANCE. D. MI5 ITEM INCLUDES ALL LABOR, EMINENT, AND MATERIALS NECESSgM FOR Mf RfMYAL N ROCK MD OTHER DEBRIS FAM ME AREA; REPAIRING RILLS DD D FURBISHING WATER, MAINTENANCE AD GTUV OMER RE RING Mf WORK PERIOM , SPECIFIED IX ME R SHf ETS AN IN WA91E5) PREPARING ME SEEDBED; MBI KCCRN.FKE MIM ME PRODUCT SPECIFICATION (W WT FERTILISE NATIVE SEW1N AREAS) E. WR MMKSMALL ALL BE REAMSIBLE FM KNOWING M Y E, UNTIL SEED]S MM BEEN TME SEWED EM, DIRECTED ME OWNER'S REPRESENTATNMM ESTMLISMCLM. WTERIN WALL BE IASUWEB AND PMD FM SEPARATELY. I. A WRRMNtt WELL BE MERINO FOR COMPLETED SEED MEM BEGINNING M ME MATE OF INITIAL ACCEPTANCE. ME MARRMITV IS m GUARANTEE BAT COMPLETED SEWED MEAS PROVING A UNIFORMLY NMF, LINE, ND WEALTHY STPD OF DATIVES, FREE Of NEM AND UNDESIRABLE GASSES, NOTES, INDEED MEM, WE SWn, DESEASES, AW INECi5 AT ME EW N THE TW (2) VEIN MERAMY EMERGE. DEFILING MM TMf WARRANT PERIOD. ACHY DEFILING BALL BE RESEEDED Y ME MUTATION M ORIGINALLY SPECIFIED ARIL ALL MFERW MEM Mf ACCEPTED Y ME OWNER'5 REPRESENTATIVE, NT T MARITAL COKEASATIM. G. MECOMMUNITIESWALL SUMMIT A LETTERN DISINFORMATION N SEW VARIETIES AND MATERIAL OUNCE RIN TO EMOLUMENT AND INSTALLATION. M. BEIM M W -MITTS FM FIREMAN`LCLAnar, GI.. .I METALS. NMI INI.E.. I. ALL 5f W .1 BE IND WMB[AST MIM m TRIAL STABILIZATION. ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 6002ND STREET SE. BUTTE 184 CEDAR RUMPUS. IA 52401 PH'. 316.409.5401 CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PER: 31884140W NYFY/ LL /L�/-L r0— f) (( V Z MU VI < O U a yo Z L) �OBM/ LJ_ IML y LL \W SUBMITTAL DATES ISSUED FOR OS-�e-2oii BID SEf ESTIMATE REFERENCE NOTES CONFLUENCE PROJECT NO 151N C4 THIS ESTIMATE REFERENCE INFORMATION ITp N. IIQ (1Q [Td OKGIRIOI 0[V[SIq f - STIYK)YRa PoII SM[TNY KD STpI 581K 3B 6170-1BB-B-B ESTIMATE REFERENCE INFORMATION 31 BB30-]00-E-0 [aX N. IIBI C46 Sall N%RyROM Y 6010-108-F-0 FLWOLF MASINEXT, M]IM A. RfFq a C -WEER Fq TALGaq OF PIDE Xb STNCTRIES. DaaIN 3 - seIYNM V C. IWET NWIXE PA lU MIOF PROMISED [IIAnK SURFACE ELEVATOR. a 6N41N-N-B RfIWK DF E%aRK SIUP IMMF I ifL-iK-A-O 1MfFIX CMlbl RfFW/.L OF SIDEWALK � A. REFq RI X -SNEER Fq RfIW,EL DHDONaq. U ]f3}IN-C-B SLIMED IISF MM, PK, fi IXq L. IIFM IYCLWES RAIL PAVING vU D MEETS (61]3 SY) Aro ALSO i]s SY fq NINE RKC PN$ (Sff WEER Rs) A. IKLWEs KL 1MFFIC CgIROL DNICES RN fMA1ER xKFSSPAY 10 MaaIY 1MFFK IY KLLWMKE YIIM ME IYYYL N IAIIfQIX TMFFIC CKIIRW DNICES. B. xICLUNS P@DIK a MIKEM cuf FHI P1TieR xITMN Me PEFWK LW:ii AN )030 -a0 -C -e SIW.N USE PAM, PCC, f NO, BRINE FMCADI SWf 1] )NB -Lt -D -e SPECSK 9MBMf PREPARATION f011 f11ARb USE PAM A. REFER 10 9 -MEETS Fq TYP1Gl SECTOR Q N. REFER TO 0.WFER Fq LCGT[PI$ 4EgFTR[C PLM AND WAXING IXFUOMIIDI E. CKfMC1M 9WtL CNDIYTE RM DIQYEa M OETEPYSME AM ASIDE ABIDE N Mf lYFF2[ MTTEM REQDl1EMR5 M NTERRREO N MF EKLEN AND BAVENM 0.DVILL U A. RFfN a N-SNEa iq PIIW.%L WFODRRq. 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ME PID I,VMIiI)Y IS ME SEEDED XITIIX ME PbJKT Cd6TIDCTIN LWIa. C. ME CgiMCTq WILL BE aY Of E CgAKT UXIi PRICE M KCfRAKF, 3K q Ctl1iMCT WIi PRICE 1-Vf/Jl AFTER WE OF ACCEPTANCE. C. Kl MTMIAI IIMi Is REJDVLD iROX l YENIIF ME ROPERY OF Mf CN1MCLq. &NYIK AND AMIRL ON Mf PROTECT ME Is NOT ALLOWED. REXDI4l OF RXEL WIED6 DENNIS PID 1R0.SX SMLI N IXCIDfRRL. LER 11V WWFS� MEPMIK ME SEEDED; IIISNIW WTG, MIMfXDCE NO MEN CMF MIK T1f YNMNIN PEnN, R$ NKIfla IN Tli R WfEa Aro IN KCLYdNCE IQT1 ME MOXKT $P I (D] roi FERTILIZE WINE SF®IMG MEM) D. RNIMIZF DIRRTIM [RT1•LE SgGIEi PN RNERMIRs (IQY SIOM CREEL) AK gIRnD PM EL9S91. EWNTA[X SIREWHMR V(GETRTIN giIL YpIC Y. ESTABLISHED. WATERLINE MAL IEMVREGED AN Fq SEPARATELY. f. A WOMAN MALL BEP N Fq CPFLFTN MFM REn WIK IXI ME WE OF INITIAL KCFP)ANCF. MF WIIMMfY a M MRMIFF TMi C.P9LETf0 MIME ME $TIIfM IS CAYLIED. SEXED MEM PRMOE A FVMLY Dfbf, CNF, AND MV STAB OF WTNES, FREE OF NEWS .UD UNDESIRABLE BRASSES, OfBnS, FPNN AMM, BMF 51915, f ME WARAHTV PERVIE (1) VFM. MINS MF WMAYN PERIfO, IN DEFECTED MEM MAIL BE RESEEDED N ME DISEMES, Aro IF6ER ME fb DELI CON)MCiq M CBS6 lY SVECIFIN UMIL ALL PETERED M KCFRN BY ME 0.NER'S REMESf MATM, 1PWWI ANaIPYL CPPFNWTIOX. P. Mf C L SJBIPi A LETTER Df NNFIPMTIq q VMIfTIES YO WTERGL XVKE vnq 10 PpNRFNXT YO [MTAL UTIq. 3 xnE-Iw-o-1 TOPsoxL, N.sITE. B and ElBill (sEuo, suvKE, sMEFo) CPNEXTI EOIXG MO MILOQK (C16]4M W)NE NMS Ab MIDFL %ME) 3{ 9170-300-A-0 CPNf SEfOIM KD 1LLCRID (CIDTq VETLAIO SfN NIXIUIIf) A. KfER 10 o-WER$ iq AMRWfATF LIMA Of FxiRIM6 TMSnL M Ef SaIMED, SKV14® IN LN. 5. KRx Of ERSIIY TOSOIL VARIES (LPMp%IMTELY 0-11 IIKNa). CNEMCTK M sTRIP, WLVNf ANDLE ALL 1OP5011 AVAILAYf W -ATE. E WNE SPECIEICMSKN! ]3 )BLB.OE SIVERT®FS $Uq5 Nle (IKLNED ITEF6, RB1fN)5, PRCOJCiS Ab fXECM[DM). . TXf tID NMTSIY a fq ME SEEDED MFM WITHIN THE PM]KT CR6TNCROX LW C. TN CPI)MCiq WILL BE PAID )BY Df ME Cgl11KT UXIi MICE M KCEGTAKf. ISM Df RK! MIT PRICE 1 -YEN MTfK MTF OF ACCEPTANCE AND 15S Df ME C. TE MOSIN CORNL XFA41RE5 FW $TIXNILEp SOIL MALL YE PROLRD®NMF CNIRKTN AN ME LTO MIS BID !iF)I. 0—PRICE 2 -YEARS AfTE0. DATE OF ACCEPTABLE. / IRR -IN -D-2 CKVOST FOR iOPIDIL MffLYEflli VAW FSI MEPAnR ME SEEMED; DD FMIFIWIID WATER, MIME WJICE AND DMEP CMf MAINE ME N PERI., M YECIfIN IX MER WEER Aro [X KCCNA4CE MIM MF MRICT SPECIFICATIONS (OD .Wi FERTILIZE WT[VF SEEMS MFM) f. MF CWTBK)Pl 5X1LL RE RESPONSIBLE Fq WIFMM MF SFfCEO MFM, M DMFRN N ME LVNFR'S R SEMITIYF, UNTIL sEN/fiMSS M$ BEEN f5TML15xED. WATERING MAIL BE 14MURNED AND PAID fq SEPARATELY. A. MIS ITER IS OPTIONAL AT ME DISCRETION OF ME aGIREa AND MAIL K DETERMINED q0Y aSPEC]LM Of MF STRIPPED OP ®INSDIL. F. A M4RPXtt $INCL Bf PNVIDED fq (1f9LETb SEED MFM PE4IMIX4 q ME WE OF INITIAL KCEPTIIICF. M a RI W4Wll)EE THAT RNLETN 0. 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MMITIYI MOJKT SITE WEEKLY MD WATER SEN, PLU55 MM YIIfES qLY M REQI2PN TEI ESTABLISH PEAKS MM WPPOIEi MULTIY PLMi 6KWIM. 1MMSbRIX4 PID IVIRMG CKEJR INTO LWSOIL AN PUCK MEN® 1OP3011-CpMOST MIXDAE IX ACC(XYERf XIM ME CMIIMCL N[IBIXItt MD R ME C. PIMA UWKEs5N1LV DISMISSED q FILLED NMP- q UNDER-WTERIK VSMN ME WMM1Y PfMN 91KL RE aPlKb AT ME NM)MCTOR'S E%PENSf. D. CCMIIIFCIVI LMLL MLYNE WRITER N WLLIN, q N 14TfnD CPIXERIW T) gSRF NEMMXi. ALL UTILITY FEES AND WATER CGT MALL BE PAID iq N nRKTIK Of ME EXHXEER, CON)MC]PI IIMR IIVS LU9 XIM ITd. 3f N3e-m-O-e PLMrs ITN MMRIJIrv, 3B cfu vLgd A. RDq 10 R-sxKn fq IAIDSGNDK PLAN, IDTEs Mo oRMLS. F. WFRXDR RLL NET BE IE<SIMED q PAID fql, P)f MALL BF CONSIDERED IKINRAL. B. 511715 SECTION 9830 SWLLL APPLY, EXCEPT WHERE SUPERSEDED N SPECIFICATION IN MNfR NMIWL ([XCLIDEO ITBIS, RfQIMEIFMS, M16UC]5 AND GfCUaq). C. °a -CELL P.M. $INCL BE INTERPRETED M LARGE SIZE MRS, T9ZGLLLY MPMOI. 1°M° RNT RLLIS, MEK ME TYPICALLY 3t nq5 PER NCJI. 3] 9NF]N-B-1 F. 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MI5 PAMER 9YLl n FULL CgPEXSJTIOX WR fgR511IK, TMXSPoRRK, $ IDXIXG MO PLACING MF TWSOIL IX KCOIWKE RM Mf Cd1IRKI OOCIRRRS. G. IOPSDIL LYIL Y HIGH QUALITY SOIL CNSISIIM6 OF MF TOP 12 INCHES OF flEb q PMlgf LOM CONTAINING A (dL SUPPLY OF MM5 AND A XI91 DENff M FERTILITY. SURFACE SDILs FARM SART iLTOPIKMS M]KER i0 RIMERS N STAMPS, DRAINED MIND, OIid nTTOXS, MD EICO® AREM, OR NILS WICX Of ARWRTIX6 lAlIIX Of IpXIP6 KFOS N MER UNESIREMLF RGRATIpy RILL MR BEACCEPTED. TNNSL RM SR p1 MRF SAND AW/OR Ci K MORE CLAY HILL NETRE KLQI®. TWSOIL WALL MVF A M VALUE FRtlI 6.0 TO 7.N. IT SMLL BE FREE FKII NMD CLODS, NCKT AND OMEP DENNIS LARGER 1XM l ISM (]/1 IIRN INTAf G0.A55 SF®IK). N. WFYWII RILL NT YE NAAXIN q MID FOR, MR 9YLL RF CONSIDERED INCIDENTAL ill Fl{CAVAIIOX. I. ALL TOPSOIL SNAIL YE SUPPLIED AND INSTALLED AS aR 4D65 WRIq SRIB WIN ME FIXLdIM IIWInGTIq: RVIT 3, l.n [.E - REPVLE 'R INCHES OEII' RM '6 IKXFS DEEP'. f inR-]N-E-R EKAVATIMI, CLASS a MM0. Cif Sia A. ITN SN/lL SF NA9RIN M WE a -!1K! 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ME COXIPKTG $INCL BE PiID ME UNIT MICE Pa R IX PGCE, MIS WAIL BE COXSIDERN ML COMFYSAIIq FOR F%GVITIK EIC[ST[N Nn, WIN, TRANSPORTING Ab aKIK ME IMFNIWS $TMLTMAI flLt IR ACCgMMCE RM ME CVIIMCT CWRIERS. X. aAAPFRR 9VLL •f KCNgK TO URT N. a 1nR-IY-I-R SgYSE, ICDIFIN, f Itll A. nQ1IREMRS OF ILpIFIFO SIRYSE M MR sKTIN 2I15 W 6'OI SPECIFICATIONS. B. SXCLNES EXCAVATION, nN1VAL AND OIYJWL N [RISTIK 9HMY. C. EXISTING SUBBASE MV n REIISN M MF ONE DISCRETION W Mf [KIIIffR. LE x175 -IN -t -s cavncrxN rfsra4 oaaD11 s - TNICx AND Tal(Mtfss (V6TIIV:TIN IT sne-xN-x-e 4R4MIGR BKRFILL A. ITd IKINfS TILL YDM TIMIt, WER XIflYAY (NVFR, AND PDII RE PAN rM CUnt YKYI. OlNa1N / - am" IN YRAD6 13 /M-1bA-1 STOM1 SKER RPF, 15 Iol KP (CLASS III) 1/ INY-IN-R-O P[PE MD1, q.m Cr. 1WF II a IYd Is a-Iw-a-a PmE Aro, q -IN MR, u xRd lE /KR -1N -C-0 COXCPRE PIPE Ylli fM1M A. TO C-SXERS iN TMUTATIN OF SiDM 5(MER AID rIPE MIVK. B. i0 E-SXEITS AN f-Waa fq RM RN GSVRS. :1,1,1: 17 YY -1N -A -R 9RIDRAIY. MRIOMaO. f IYYI. Y[M SOC[ A. RPG M V -AIRS IN DETAILS Il0 rW RM LOCATED. IN NY-iN-C-R ORION! MLR A. Ria ro v-XIERs o DKAns ND RMI RM LLGTLIY. R. INCLUDES ALL MrFAIKs AND LMN II[CESSAN' TD MIIIW .CFO INSTALL RWST aWD q ALL REFMRS. IN {nR.xN-c-• RXWK of sTGM nR A. REFER TO SNAf MiR Ab MEET n R. 2Td IKLNES MSTALLIYG CM q R[rAINIX6 RPF a GST. MSS RPE RLL R fITTN RM A MG MMOLE PER YN ALTERNATE 4/15/2017 1):2035 AM O:\10150111\CAD\Owgs\D\C4.ENg THIS ESTIMATE REFERENCE INFORMATION ITp N. IIQ (1Q [Td OKGIRIOI 0[V[SIq f - STIYK)YRa PoII SM[TNY KD STpI 581K 3B 6170-1BB-B-B IMMF, SY-s1E 31 BB30-]00-E-0 IMNgLf MT[FMFM, IQMMI Y 6010-108-F-0 FLWOLF MASINEXT, M]IM A. RfFq a C -WEER Fq TALGaq OF PIDE Xb STNCTRIES. R. PETER TO VAN ITS Fq PLO VIFN GYDJa. V C. IWET NWIXE PA lU MIOF PROMISED [IIAnK SURFACE ELEVATOR. a 6N41N-N-B RfIWK DF E%aRK SIUP IMMF A. RFFEA i0 51DA5 NSB AND MEET n oxvxsSN) - siKRs Kn RLGTm EDM 1{ )N4lN-AA RfFW/.L OF SIDEWALK � A. REFq RI X -SNEER Fq RfIW,EL DHDONaq. 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POSR LLSLL BE IPXINII 1 M. % 3 M. KD BE CD411 Of IZ OVGf STEEL. aq 11KLIIX5 SUN PDSi NgYN SCENE KD POST FOR FAOI SIR ASSFIfILV WHICH ME INCIDENTAL. DIVISION ! - SIR IDN AND 31 N34]N-A-e C(YNEX)I SEEDING, fFMILIIIK XID MILd➢D TYPE 1) 32 911E -]N -A-1 CPNfMIOYI K KD ILLCMK (CL61CM M SEED MI%IEIa) A. IX KCOImLMCE SLRIN X31 MF FOLLOWED SUBMITTAL DATES B. ME PID I,VMIiI)Y IS ME SEEDED XITIIX ME PbJKT Cd6TIDCTIN LWIa. C. ME CgiMCTq WILL BE aY Of E CgAKT UXIi PRICE M KCfRAKF, 3K q Ctl1iMCT WIi PRICE 1-Vf/Jl AFTER WE OF ACCEPTANCE. D. T165 aFM INCLUDES ALL M, Ab MTFAIALS NKISYN' Fq ME REFD/K q IIDC% Aro MEN KNEES Mq TH MGI RPAInK RILLS Ab WWFS� MEPMIK ME SEEDED; IIISNIW WTG, MIMfXDCE NO MEN CMF MIK T1f YNMNIN PEnN, R$ NKIfla IN Tli R WfEa Aro IN KCLYdNCE IQT1 ME MOXKT $P I (D] roi FERTILIZE WINE SF®IMG MEM) E. TM CPI)MCiq MALLBEP I[LE RMK MF SEECfO MEM, A$ DEIIERFD N ME OWNER'S REMESEMAT[VE, UNTIL SEN/6MSf HAS BEEN ESTABLISHED. WATERLINE MAL IEMVREGED AN Fq SEPARATELY. f. A WOMAN MALL BEP N Fq CPFLFTN MFM REn WIK IXI ME WE OF INITIAL KCFP)ANCF. MF WIIMMfY a M MRMIFF TMi C.P9LETf0 SEXED MEM PRMOE A FVMLY Dfbf, CNF, AND MV STAB OF WTNES, FREE OF NEWS .UD UNDESIRABLE BRASSES, OfBnS, FPNN AMM, BMF 51915, f ME WARAHTV PERVIE (1) VFM. MINS MF WMAYN PERIfO, IN DEFECTED MEM MAIL BE RESEEDED N ME DISEMES, Aro IF6ER ME fb DELI CON)MCiq M CBS6 lY SVECIFIN UMIL ALL PETERED M KCFRN BY ME 0.NER'S REMESf MATM, 1PWWI ANaIPYL CPPFNWTIOX. P. Mf C L SJBIPi A LETTER Df NNFIPMTIq q VMIfTIES YO WTERGL XVKE vnq 10 PpNRFNXT YO [MTAL UTIq. H. Rffa l0 R fa fq PUH]Ib LCGTIIXS SEED NIXMf DRM TOLE IXFDMMT[q. a 9018 -SBR -A -e CPNEXTI EOIXG MO MILOQK (C16]4M W)NE NMS Ab MIDFL %ME) 3{ 9170-300-A-0 CPNf SEfOIM KD 1LLCRID (CIDTq VETLAIO SfN NIXIUIIf) SfR1LM Nlf KO ME f0.L0.'DIG MALL APPLV iq WTN! GM5.5 MD VI 0.'ER MD NSTq WTLND SEED XaMRES, EXCEPT fq ME NETUID SEED E WNE SPECIEICMSKN! ]3 )BLB.OE SIVERT®FS $Uq5 Nle (IKLNED ITEF6, RB1fN)5, PRCOJCiS Ab fXECM[DM). . TXf tID NMTSIY a fq ME SEEDED MFM WITHIN THE PM]KT CR6TNCROX LW C. TN CPI)MCiq WILL BE PAID )BY Df ME Cgl11KT UXIi MICE M KCEGTAKf. ISM Df RK! MIT PRICE 1 -YEN MTfK MTF OF ACCEPTANCE AND 15S Df ME 0—PRICE 2 -YEARS AfTE0. DATE OF ACCEPTABLE. D. T63 aEM IKLICFS ALL LABOR, fQIIMEM, AND WTERIKS NECESSARY fq ME RFlO.'K Of RK DMG DENNIS Mq ME MGI RPMRK MCLS AND VAW FSI MEPAnR ME SEEMED; DD FMIFIWIID WATER, MIME WJICE AND DMEP CMf MAINE ME N PERI., M YECIfIN IX MER WEER Aro [X KCCNA4CE MIM MF MRICT SPECIFICATIONS (OD .Wi FERTILIZE WT[VF SEEMS MFM) f. MF CWTBK)Pl 5X1LL RE RESPONSIBLE Fq WIFMM MF SFfCEO MFM, M DMFRN N ME LVNFR'S R SEMITIYF, UNTIL sEN/fiMSS M$ BEEN f5TML15xED. WATERING MAIL BE 14MURNED AND PAID fq SEPARATELY. F. A M4RPXtt $INCL Bf PNVIDED fq (1f9LETb SEED MFM PE4IMIX4 q ME WE OF INITIAL KCEPTIIICF. M a RI W4Wll)EE THAT RNLETN SEEDED AREAS PRWIDE A UNIFORMLY DENSE, INE, Aro NEKTPI STAND DF WTNFS, TREE G WIN AM YD UNDESIRABLE , DEBRIS, ERNN MEM, WE SIDES, DISEASES, Aro IIDERS M Mf fIO q ME 11P (3) VFM VMMNIY PERIN. VInXG MF WRMNIV PUICO, MY REEKED SWLL RE RFSffgO N ME COX)MCIq M CBIfiIIULLY SPECIFIED UNTIL Kl MFFRFD MFM ME ACCEPTED 0Y Mf DINNER 'S MMfSEMATIM, 161NL1 CPifNLRq. G. MF (dTPACTF MAIL AIW4T A LETTER OF CONFIRINTIq V SEED VMIETlEi KD MTfRII1 OUNCE PRIq 10 PFLICIIR@lEM NO IXSTKUaq. M. REFER i0 R-WfEa fq PLANING LOCATIONS, SEED R%ilflE DETAILS AND IORF IXFORMT[q. I. ILL SEN MALL eE MMD BN]BKAST MIq TO ESWL SMnLI]ATiOx. RE 9n4at-D-R HATE AMR A. WATER ALL D[STMON MEM WERE SEED, PL165 MD aEFs ME PLANTED. B. MMITIYI MOJKT SITE WEEKLY MD WATER SEN, PLU55 MM YIIfES qLY M REQI2PN TEI ESTABLISH PEAKS MM WPPOIEi MULTIY PLMi 6KWIM. C. PIMA UWKEs5N1LV DISMISSED q FILLED NMP- q UNDER-WTERIK VSMN ME WMM1Y PfMN 91KL RE aPlKb AT ME NM)MCTOR'S E%PENSf. D. CCMIIIFCIVI LMLL MLYNE WRITER N WLLIN, q N 14TfnD CPIXERIW T) gSRF NEMMXi. ALL UTILITY FEES AND WATER CGT MALL BE PAID iq N CON)MC]PI IIMR IIVS LU9 XIM ITd. 3f N3e-m-O-e PLMrs ITN MMRIJIrv, 3B cfu vLgd A. RDq 10 R-sxKn fq IAIDSGNDK PLAN, IDTEs Mo oRMLS. B. 511715 SECTION 9830 SWLLL APPLY, EXCEPT WHERE SUPERSEDED N SPECIFICATION IN MNfR NMIWL ([XCLIDEO ITBIS, RfQIMEIFMS, M16UC]5 AND GfCUaq). C. °a -CELL P.M. $INCL BE INTERPRETED M LARGE SIZE MRS, T9ZGLLLY MPMOI. 1°M° RNT RLLIS, MEK ME TYPICALLY 3t nq5 PER NCJI. 3] 9NF]N-B-1 dfES YfM MIMFMY, lM6F, WEYIpLY. BN, Z- CALIPER AN N3FlN-E-e dEEs RM WMFMN, NNIU, OEC[PM6. NB, N-XEIfiR NN NJI-SN-B-e clefs MM WSRFxN, uroEMn%n, Ne, P fmr TKL A. NE[tlIT TO BE XEARRN fRq TOP OF RWIMLL TII TX` OF aFE RT TIRE Of FIMTDIf. N 1170-]04 B-1 fVlRNfIM{ V[1M MRAWN, N0, t TO If iM TALL A. XEIDIT TO BE XEMgN FIIPI 10 N IMYLL lD Ti DF III BE M TINE M FWRIXf. M X30 -]BR -0-1 SIN10f Mllx WWMNN, s I. •i X30.100 -B -O 6MSSE5 YlM WRMN)Y, 1 6RlLq A. REFER N MSIEEa iq WDSCKLD PLO, (DIES AND DRKLS. $ THIS ESTIMATE REFERENCE INFORMATION ITp N. IIQ (1Q [Td OKGIRIOI 0[V[SIq f - STIYK)YRa PoII SM[TNY KD STpI 581K 3B 6170-1BB-B-B IMMF, SY-s1E 31 BB30-]00-E-0 IMNgLf MT[FMFM, IQMMI Y 6010-108-F-0 FLWOLF MASINEXT, M]IM A. RfFq a C -WEER Fq TALGaq OF PIDE Xb STNCTRIES. R. PETER TO VAN ITS Fq PLO VIFN GYDJa. V C. IWET NWIXE PA lU MIOF PROMISED [IIAnK SURFACE ELEVATOR. a 6N41N-N-B RfIWK DF E%aRK SIUP IMMF A. RFFEA i0 51DA5 NSB AND MEET n oxvxsSN) - siKRs Kn RLGTm EDM 1{ )N4lN-AA RfFW/.L OF SIDEWALK � A. REFq RI X -SNEER Fq RfIW,EL DHDONaq. U ]f3}IN-C-B SLIMED IISF MM, PK, fi IXq L. IIFM IYCLWES RAIL PAVING vU D MEETS (61]3 SY) Aro ALSO i]s SY fq NINE RKC PN$ (Sff WEER Rs) / //XJ V B. xICLUNS P@DIK a MIKEM cuf FHI P1TieR xITMN Me PEFWK LW:ii AN )030 -a0 -C -e SIW.N USE PAM, PCC, f NO, BRINE FMCADI SWf 1] )NB -Lt -D -e SPECSK 9MBMf PREPARATION f011 f11ARb USE PAM A. REFER 10 9 -MEETS Fq TYP1Gl SECTOR Q N. REFER TO 0.WFER Fq LCGT[PI$ 4EgFTR[C PLM AND WAXING IXFUOMIIDI L ]W -IH -N -e BAVENM 0.DVILL U A. RFfN a N-SNEa iq PIIW.%L WFODRRq. IN 15E{-axNel 1WF A SI6Xs, WfFi KVIIXq a A. REFER TO 0.WEE)5 Fq LOCATIONS OF SIGNS P. IAWI(IfV IKLILE$ TMEE TYPE { DnER E4MEM C. REFER TO M!!N PART 3C Fq DETAILS Ci TYPE 6 NJFR YMKEn D. REFER lD IPN M STANDARD WECIFIUTIDNS SECTION ZRt 153{-n)Na PNFDMTN 51}MF STEEL ME ARTS L) A. RFfa TO D-SNfFa Fq LOGIIIXS DF SIMS P. QMMfIN C.B. B IF Di F115i fq FADI fif ] $Id A55 Ifs, WED q A fi FT. s[fiX PDSi DD 1 FT. DIOMI bsT. C. RFFEA i0 IPM M SIAIMID $VECIF[GTlpls SECTION 3 D. POSR LLSLL BE IPXINII 1 M. % 3 M. KD BE CD411 Of IZ OVGf STEEL. aq 11KLIIX5 SUN PDSi NgYN SCENE KD POST FOR FAOI SIR ASSFIfILV WHICH ME INCIDENTAL. DIVISION ! - SIR IDN AND 31 N34]N-A-e C(YNEX)I SEEDING, fFMILIIIK XID MILd➢D TYPE 1) 32 911E -]N -A-1 CPNfMIOYI K KD ILLCMK (CL61CM M SEED MI%IEIa) A. IX KCOImLMCE SLRIN X31 MF FOLLOWED SUBMITTAL DATES B. ME PID I,VMIiI)Y IS ME SEEDED XITIIX ME PbJKT Cd6TIDCTIN LWIa. C. ME CgiMCTq WILL BE aY Of E CgAKT UXIi PRICE M KCfRAKF, 3K q Ctl1iMCT WIi PRICE 1-Vf/Jl AFTER WE OF ACCEPTANCE. D. T165 aFM INCLUDES ALL M, Ab MTFAIALS NKISYN' Fq ME REFD/K q IIDC% Aro MEN KNEES Mq TH MGI RPAInK RILLS Ab WWFS� MEPMIK ME SEEDED; IIISNIW WTG, MIMfXDCE NO MEN CMF MIK T1f YNMNIN PEnN, R$ NKIfla IN Tli R WfEa Aro IN KCLYdNCE IQT1 ME MOXKT $P I (D] roi FERTILIZE WINE SF®IMG MEM) E. TM CPI)MCiq MALLBEP I[LE RMK MF SEECfO MEM, A$ DEIIERFD N ME OWNER'S REMESEMAT[VE, UNTIL SEN/6MSf HAS BEEN ESTABLISHED. WATERLINE MAL IEMVREGED AN Fq SEPARATELY. f. A WOMAN MALL BEP N Fq CPFLFTN MFM REn WIK IXI ME WE OF INITIAL KCFP)ANCF. MF WIIMMfY a M MRMIFF TMi C.P9LETf0 SEXED MEM PRMOE A FVMLY Dfbf, CNF, AND MV STAB OF WTNES, FREE OF NEWS .UD UNDESIRABLE BRASSES, OfBnS, FPNN AMM, BMF 51915, f ME WARAHTV PERVIE (1) VFM. MINS MF WMAYN PERIfO, IN DEFECTED MEM MAIL BE RESEEDED N ME DISEMES, Aro IF6ER ME fb DELI CON)MCiq M CBS6 lY SVECIFIN UMIL ALL PETERED M KCFRN BY ME 0.NER'S REMESf MATM, 1PWWI ANaIPYL CPPFNWTIOX. P. Mf C L SJBIPi A LETTER Df NNFIPMTIq q VMIfTIES YO WTERGL XVKE vnq 10 PpNRFNXT YO [MTAL UTIq. H. Rffa l0 R fa fq PUH]Ib LCGTIIXS SEED NIXMf DRM TOLE IXFDMMT[q. a 9018 -SBR -A -e CPNEXTI EOIXG MO MILOQK (C16]4M W)NE NMS Ab MIDFL %ME) 3{ 9170-300-A-0 CPNf SEfOIM KD 1LLCRID (CIDTq VETLAIO SfN NIXIUIIf) SfR1LM Nlf KO ME f0.L0.'DIG MALL APPLV iq WTN! GM5.5 MD VI 0.'ER MD NSTq WTLND SEED XaMRES, EXCEPT fq ME NETUID SEED E WNE SPECIEICMSKN! ]3 )BLB.OE SIVERT®FS $Uq5 Nle (IKLNED ITEF6, RB1fN)5, PRCOJCiS Ab fXECM[DM). . TXf tID NMTSIY a fq ME SEEDED MFM WITHIN THE PM]KT CR6TNCROX LW C. TN CPI)MCiq WILL BE PAID )BY Df ME Cgl11KT UXIi MICE M KCEGTAKf. ISM Df RK! MIT PRICE 1 -YEN MTfK MTF OF ACCEPTANCE AND 15S Df ME 0—PRICE 2 -YEARS AfTE0. DATE OF ACCEPTABLE. D. T63 aEM IKLICFS ALL LABOR, fQIIMEM, AND WTERIKS NECESSARY fq ME RFlO.'K Of RK DMG DENNIS Mq ME MGI RPMRK MCLS AND VAW FSI MEPAnR ME SEEMED; DD FMIFIWIID WATER, MIME WJICE AND DMEP CMf MAINE ME N PERI., M YECIfIN IX MER WEER Aro [X KCCNA4CE MIM MF MRICT SPECIFICATIONS (OD .Wi FERTILIZE WT[VF SEEMS MFM) f. MF CWTBK)Pl 5X1LL RE RESPONSIBLE Fq WIFMM MF SFfCEO MFM, M DMFRN N ME LVNFR'S R SEMITIYF, UNTIL sEN/fiMSS M$ BEEN f5TML15xED. WATERING MAIL BE 14MURNED AND PAID fq SEPARATELY. F. A M4RPXtt $INCL Bf PNVIDED fq (1f9LETb SEED MFM PE4IMIX4 q ME WE OF INITIAL KCEPTIIICF. M a RI W4Wll)EE THAT RNLETN SEEDED AREAS PRWIDE A UNIFORMLY DENSE, INE, Aro NEKTPI STAND DF WTNFS, TREE G WIN AM YD UNDESIRABLE , DEBRIS, ERNN MEM, WE SIDES, DISEASES, Aro IIDERS M Mf fIO q ME 11P (3) VFM VMMNIY PERIN. VInXG MF WRMNIV PUICO, MY REEKED SWLL RE RFSffgO N ME COX)MCIq M CBIfiIIULLY SPECIFIED UNTIL Kl MFFRFD MFM ME ACCEPTED 0Y Mf DINNER 'S MMfSEMATIM, 161NL1 CPifNLRq. G. MF (dTPACTF MAIL AIW4T A LETTER OF CONFIRINTIq V SEED VMIETlEi KD MTfRII1 OUNCE PRIq 10 PFLICIIR@lEM NO IXSTKUaq. M. REFER i0 R-WfEa fq PLANING LOCATIONS, SEED R%ilflE DETAILS AND IORF IXFORMT[q. I. ILL SEN MALL eE MMD BN]BKAST MIq TO ESWL SMnLI]ATiOx. RE 9n4at-D-R HATE AMR A. WATER ALL D[STMON MEM WERE SEED, PL165 MD aEFs ME PLANTED. B. MMITIYI MOJKT SITE WEEKLY MD WATER SEN, PLU55 MM YIIfES qLY M REQI2PN TEI ESTABLISH PEAKS MM WPPOIEi MULTIY PLMi 6KWIM. C. PIMA UWKEs5N1LV DISMISSED q FILLED NMP- q UNDER-WTERIK VSMN ME WMM1Y PfMN 91KL RE aPlKb AT ME NM)MCTOR'S E%PENSf. D. CCMIIIFCIVI LMLL MLYNE WRITER N WLLIN, q N 14TfnD CPIXERIW T) gSRF NEMMXi. ALL UTILITY FEES AND WATER CGT MALL BE PAID iq N CON)MC]PI IIMR IIVS LU9 XIM ITd. 3f N3e-m-O-e PLMrs ITN MMRIJIrv, 3B cfu vLgd A. RDq 10 R-sxKn fq IAIDSGNDK PLAN, IDTEs Mo oRMLS. B. 511715 SECTION 9830 SWLLL APPLY, EXCEPT WHERE SUPERSEDED N SPECIFICATION IN MNfR NMIWL ([XCLIDEO ITBIS, RfQIMEIFMS, M16UC]5 AND GfCUaq). C. °a -CELL P.M. $INCL BE INTERPRETED M LARGE SIZE MRS, T9ZGLLLY MPMOI. 1°M° RNT RLLIS, MEK ME TYPICALLY 3t nq5 PER NCJI. 3] 9NF]N-B-1 dfES YfM MIMFMY, lM6F, WEYIpLY. BN, Z- CALIPER AN N3FlN-E-e dEEs RM WMFMN, NNIU, OEC[PM6. NB, N-XEIfiR NN NJI-SN-B-e clefs MM WSRFxN, uroEMn%n, Ne, P fmr TKL A. NE[tlIT TO BE XEARRN fRq TOP OF RWIMLL TII TX` OF aFE RT TIRE Of FIMTDIf. N 1170-]04 B-1 fVlRNfIM{ V[1M MRAWN, N0, t TO If iM TALL A. XEIDIT TO BE XEMgN FIIPI 10 N IMYLL lD Ti DF III BE M TINE M FWRIXf. M X30 -]BR -0-1 SIN10f Mllx WWMNN, s I. •i X30.100 -B -O 6MSSE5 YlM WRMN)Y, 1 6RlLq A. REFER N MSIEEa iq WDSCKLD PLO, (DIES AND DRKLS. CO(1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 00 2ND STREET SE, SHITE 101 CEWR RNPIDS, IA 53601 PH: 3186005601 CIVIL ENGINEER HR GREEN INC. 0710 FARHART LANE SW PH: 318611A00 0 Y Ir..^L V Z � � U / //XJ V I O it Q U o a Z L) O ILL W SUBMITTAL DATES ISSUED FOR 04_18-2017 BID SEf ESTIMATE REFERENCE NOTES CONFLUENCE PROJECT NO: 15108 C4 5/19/2017 4:06:48 PM 0:\10150111\CA0\DW9G\C\C5.EMg ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION IIBE o. 1181 WOE IEd WKYIIIfM orvvv s - srn NMM RN LAMWa AA OUR 1. D-0 1YI I. A. WATER ALL DESIGNED MEAS WERE SEM, PLACES MO TREES Mf PLANTED. a_ B. WAW MM PNJER SITE NfCELI AND ANTER SEW, PLUGS AN TREE5 ONLY M REQUIRED TO ESTABLISH PLANTS An SGPGT HEALTHY PLANT GROWN. B. INCLUDES FULL RIVAL Of WOMEN A9PNEXT WALL, MIME TRI MO SNPoIR PIERS. SUPPORT PIERS IN ME : LL k. �,YILY 4D NEKV Nq C. PC MIS UNNECESSARILY DISMISSED N BILLED BY OVER- OR NDER-WATEUK WITHIN ME MARARY PERIOD WALL BE REPLACED AT ME CONTRACTOR'S EWEXSE. D. CORRACfW WALL PROVEN MTV BY HIMLIM, OR W MITERED CORRECTIONS TO ONSITE HYDRANT. ALL UTILITY FEES An WATER MAL WALL BE PAM FOR BY v CMRNSTG UNDER THIS LIMA WN ITM. Q 90 B -IW -B -B PLANTS VIM WMRMIY, 3B CELL HIffi A. REFER i0 R-WHILANDSCAPINGS WE LANDSCAPING PLAN, NOTES AND DETAILS. 67 RN B, WS SE TEM MAO WALL APPLY, MCMT WERE SUPERSEDED BY SPECIFICATION IY PROJECT PHI (INCLUDED ITER, RWUWWANTS, PRODUCTS AO RKURN). F BEMLIT. AMB. REMOVAL OF RAILROAD TMG B v }. C. -38-CELL MIRE- WALL BE INTERPRETED AS LONGE SIZE RUES, TYPICALLY AMRM. 2-E- RMT FALLS, WERE ME TYPICALLY 3B PLUMS PER RICK. Al M3B-124-B-B MESS WIN AM., LpHGI. MNSIDEV, BW, V LACING BA MSB -IW -B -B MEEK MUM WAR., RpUM, OK[PIWS, WB, M-XESDIT AS PWB -IN -B -B MEEK NIM NMRMTY, GDIRSTNY, M, B IMT MAL A. MEEWLT TO BE MEASURED FIRM TN N M LL TO TM N MEE AT TILE OF IMMUNE. AN MMaN-B-9 MERWIGS RM WARRANTY, M, B M RE PDN TALL C. PRON TO RDW[R OABOLISHED RTERIALS FMN MmER SUE, CgIMCTM SHALL CONTACT ENGINEER DD OWER'S PfT E'�T r( pfR( IM�MV ODDLISXM A. MAINLY i0 BE XEASURED RAN RUR Of RNTBALL TO TN Of MEE AT TIME Of PLANTING. OZ M30 -1M -B-0 WLWN MUM WARRANTY, 5 GALLON! M 9N0-INNI MASSES WIN MRMNrv, I GALLON MRILRLM nNr REI Of OUTLINED BALLAST A. REFER TO R -SLEETS fN LDBYAPIW RM, MRS AN WERQUE, AP P -IW -A-E SWAP MANAGEMENT A. REFER TO WINS MBE. B, INC CURVES ML MORAL OF AM MOMbLLLAST HDMIR Mf CMRMKTIq LIMITS. ERA . N %URGING BALLAST WALL BE INCIDENTAL. B. ITM WLGK ALL MOM REQUIRED TO (TRIPLY MUM ME ,WDRSTMTNE NDVISIg6 OF MF IOM NR RHES DRDAL MPRT N. 2, IKEMIM REND KEEPING, DOCUMENTATION, OPERATING ME MANNA, WEEKLY JAWPUOU6, FILIIM ME WINE OF OSXNRNNT2M, ETC. Z C. ITEM INCLUDES EMBALMING ALL TONS, EQUIPMENT, LARGE, M MATERIALS NECESSARY TO MERELY RM SECTION 4.4 (STOCKPILER SEGMENT 0 AMC) ND SKtIN MTERIMS AR TO BE RDEp q -$UE. 4.5 (pMINGU E MT) OF ME $IPM M APPLICABLE AND AS NEE ED FOR ME PWJKT. THIS MY INCLUDE, M IS ING LIMITED T0, INSTALLATION OF SILT FENCE N np0-1N-A-0 MJBILIZAIMN MWXD MOIL STNVILES, IMMUNE CONVERT MILES OVERNIGHT M WIRING PRECIPITATION EVENTS M APPLICATION N NAME FOR MT CONTROL. B. REf ER TO SLAM 11820. 0. ME INITIAL SWPP DOCUMENTS AND AIDES Al PERMIT WILL N PROVIDED M ME (CONNECTOR AT 0 BEFORE ME PRE-CNSTMKnN KETIM N 90241 FILTER 30CB5, 9IXCH ITttDN-v-B-O rDENMv GMN AR SIDE; A M. A. SINK TO BE FILLED RM nICN. B. M M Usn AS TEMPORARY TRAIL MUM MURINE CONSTRUCTION ACTIVITIES. B. OFFER 10 2 -MEETS FOR APPROXIMATE PLM VIM LOCATIONS. D. IM. N TDNMMV TAIL Is INCIDENTAL TB THIS MAL MATERIAL MY BE REUSED gSRE AT MF EMACIATION N ME MGMED C. CNTMRN TO MO( RM ENGINEER AND GAINER'S REPRESENTATIVE N PLACEMENT OF FILTER SOCIS AS NECESSARY, SI 9BN-1W-D-1 FILTER SAYS, MEDAL ME PROJECT. R. ITR INCLUDES LAIREMKE M WR FILTER KAS Y... '"_'TAN"' AW RBp'IUG IS 0. RESTNEnN OF ME MG TO MINIMA ROAN M NF -SRP MANNSLL OF STONES MILTR SBCIS ANA .I. SUMER IS WGDRTRL S2 9TH -IM -E -O MINIMUM MILLER EROSION COMMON. MANAGER, TIME SC, NATURAL FIBER AN KET N ONLY (MIM WOMEN STONES) LL A. REFER m 2-9REET5 FOR AGN YIN LOGTIMM. B. USE ON LyMANN STONES AM M L FOR SAFEU N FURORE PANE USERS 53 9TH -1M -E-0 EEWNARV ROLLED EROSION CN1R0. PRODUCT, TYPE A, MTGAL FIBER AN XERIRG NLY (TRAFFIC ENCAPSULATED MIL LIFTS) DRUM IDNR SLAVES) A. ITM AN INSTALLATION WALL CNRV WIN SPECIFICATIONS OUTLINED IN 'FABRIC EKAPSIITM SOIL LIFTS' SPECIFICATION. B. III INSTALLED WMLI BE XNM MRIW NEER C.., KLTN INTRIGUES GRKOM TN, N APPROVED EQML. NMR LNRECALL HDST FIRST BE REPRESENTS MGM TO FROM RUM. C. USE NLY uHmG STONES TBT METAL fOP NJFM N FARM PAM LWAS 5A GAVEMR-3-INPIP RM, CLASS D SS M'IB-1M-]-B RIP RM, CLAS B ... An ..Ll. I.E.M A. REFER TO E-WHECTS TOM PW VIEW LOCATIONS An LLWURS MR RRRE M CRNi-VANE CONSTRUCTION DETAILS/YC INS. 56 SMB -EN -3-0 RIP RM, EROSION $TNF S2 MLN -IM -3-0 RIP AM - FROM, SMCRMLF, RAKE (MGM E. REf ER TO Y -WEER FOR ARM VICM LO ION. A. REFER TO H -MFRS FOR PW REM LOCATION N RN MP TO BE RBA® FMN FASTBD KMFMBUKS. UPS -MEADOW B. mA AMARN MAIMS AM [MNMFI ME STREMW Of RID AM. FACRAIR RIP AM CIVIL MME WITHER ME URBAN IS CONDUCTED. n C. REWE RP RM N -SITE KfLW1M TO 11E MINIMAL DIAMETER Of MF WESTERN RM MR N M DIRECTED BY ME ENGINEER M DEN'S RENESENTATNE. AN MN -10-0-1 MCI FENCE A. REFER M WEANS MIME MR INSTALLATION NTAIL AM Z -BIERS RIM PWL VIEW LOCATIONS. 59 CBM -IM -Y -f BUT FENCE, RE3DVAL OF SHINER N SAB -IM -1-3 BLT FENCE, NORMAL OF DEVICE A, REFER TO 9DLS WHIN MR IRTA1.6 .TAIL AN 2 -$HER$ FN PLAN VIEW LOCATION. n B. REMINIMUM OF ME AREA TO FINISHED MADE AN NF -SITE DIYOSAI OF PEKE MASTS AN ICCNALATED IS INCIDENTAL. B 9TH -IM -0-2 STMILIIHM CONSTRUCTION EAIP.MCE UW' X 20') A. REFER TO Z -MEETS FOR PLM VIEW LOCATIN . CONSTRUCTION EKM E. B. CORfDRN MY SELECT LOLATIN(5) M STMILL2® CONSTRUCTION BIMXCE(S) M ACCOMMODATE ROD CLOSME REQORMEMIM Sn ALOE BY NE ENGINEER, B. BEEN TO F- SHEETS FMMbAMPLM VIM ATE LOCATIONS n 51 U -GREETS PER RIFFLE DETAILS. SMMIT TO ME REQUIREMENTS OF ME WINN. TRACK OUT OF SEDIMENT, ME N MET WILL MT BE PERMITTED. C. ITM INCLUDES FURNISHING AND INSTALLING ENGINEERING TRAFFIC BENGAL ME SINE MTERMA. FAMEC WALL MAINLY WEN mpT GENDU L SPECIFICATIONS SECTION AIM. Bl -B-3. 0. IRR WALL BE PAID MR 1. OF UNWITNE MKLD D. THE CNTRNTM WILL BE ARM ME COMMIT MIT MICE PER SY OF STABILIZED CNBMCTIN MINIMUM INSTALLED, THIS WALL BE CONSIDERED FULL COMMENDATION F. FUN ISHIN ALL TNLS, EQAUEXT, LABOR AM MATERIALS XECESSAR TO INSTALL, MAINTAIN ANO MIME STABILIZED CNGRUCTIN EXMMCES IX COMPLIANCE MIM ME CONTRACT NCOWRS. 62 9M0 -1M -Q-2 MYON MHIM TNl ROSIN CONTROL, RM TEMPORARY SEEDIER, NN. TRIP ANTRA[ A. ITM MV BE INSTALLED AS NEEDED M COMPLY MUM REQUIREMENTS SPECIFIM WITHIN THE BERM WCN(XTATTN REGARDING INTERN STABILITATIN (GnL NV RULE). A. CMTRKTqW SUBMIT SIMPLE TO ENGINEER M APPROVAL MIN W MOORMENT MD PLACEMENT. B. MYADNACX INSTALLED IN AREAL YKIFIED IN ME PLANS AS NATIVE PLUS N AR SE. AREA MST BE RE -PREPARED (LIGHTLY TILLED) BERME PLUGS N SEW MY BE PINNi. N INSTALL.. A3 A -IN -T-1 INLET PROTECTION DEVICE, SURFACE -IMPLIED C. ME CONTRACTOR WILL M LL BE PAID ME CONTRACT T MICE PER TNWALL. THIS ALL BE CONSIDERED RCL COMMINUTION FN WIDENING G ALL TONS. E miff, LABOR A*M REFER TO 2 -GREETS PER PLWEN LAYOUT LOUTDXHS. B. RM STALL N MIN-F.V ME, SUCH M -SILT SAVERS' M M D ELBA,. n C. EROSION SOCK WALL MT M REPLIED M AN INLET PROTECTION DEVICE. 6N 9024 -1W -T-2 INLET PRODUCTION DEVICE, MW Vf E A. ITM INCLUDES REMOVAL AM OFFSITE DISPOSAL N ACCLIMATED SMMM. S 9TH -IM -C-0 SAFETY MIL B. AREA. NIKKEI TO BE INSTALLED AS Tq m DRESSING ON ALL EXnSCLASS 0 RIP ROP, AM AS STMILIIAILMH W MUNITSUER LIMESTONE MICRON SLABS. A.REFER TO V -SHEETS FOR DETAILS AND MME M...B. 4MGE CONFLICTS BEWCEEX WDRS AND ME PLANS GIST, ME KENN WALL DOWN. C. MIS ITEM INCLUDES ALL LABOR AM HATEREAL NECESSARY TO COMPLETE ME FGNIWIM AND INSTALLATION OF THE PEDESTRIAN MILIM NIM ALL CNTIMN/PMR, AN MTERITS MK ISS M TO INSTALL ME MSMW ACAIfWTE IN COMPLIANCE WITH ME COMPACT BIXAERS. MANN , AM aKMRRGEs As oETaufO 2x ME Puxs. 5/19/2017 4:06:48 PM 0:\10150111\CA0\DW9G\C\C5.EMg ESTIMATE REFERENCE INFORMATION LTM n. LT81 ONCE [F6R DESGIrtv DN6lq L - pBDLlffq CG 1BnB.11-A-B 1E3DLLUM nM. REFWAL Of WOOD BILL Mo RplE1pD MIDGE A. REFER TO H -MEETS IN REIDVAL LOCATION, a_ B. INCLUDES FULL RIVAL Of WOMEN A9PNEXT WALL, MIME TRI MO SNPoIR PIERS. SUPPORT PIERS IN ME : LL k. �,YILY 4D NEKV Nq VTI/ TO HATCH ME .1 CHANNEL piTM ELEVATION.I b AAM v C. PUN M RMVING DEMOLISHED MATERIALS FRON MmER SITE, CONTRACTOR SHALL CONTACT ENGINEER AND pMM'S REPRESENTATIVE TO CHECK IF MV DREAMED Z POTENTIALS ARE TO BE RmSm OR SITE. 67 12410 -1p -A-0 F BEMLIT. AMB. REMOVAL OF RAILROAD TMG B v }. A. BEEN TO H -$RETS FN AFMVAL LOCATION. IU H =L (U7 B. INCLUDES FULL REPRISAL Of RAILROAD TREK, RUMORS BORDEN n., METAL %RTES An SPINES RONIN S. MV MQMMW SM -CMT W OF V/At BIRDS AT THF MMERIY LIRE SMALL N INCIDENTAL. p W C. PRON TO RDW[R OABOLISHED RTERIALS FMN MmER SUE, CgIMCTM SHALL CONTACT ENGINEER DD OWER'S PfT E'�T r( pfR( IM�MV ODDLISXM MMRIILS AN TO BE REMED M -SITE. `' l V� M 10RB-In-A-B MRILRLM nNr REI Of OUTLINED BALLAST U A. GREW TO H -WEFTS iN RE DVAL LOGTIM. d B, INC CURVES ML MORAL OF AM MOMbLLLAST HDMIR Mf CMRMKTIq LIMITS. ERA . N %URGING BALLAST WALL BE INCIDENTAL. C. ENGAGE TO RDWIM AMI BALLAST MM ..I IRE, CORMCTM WALL CONTACT ERQRN MD MNER'S REPRESENTATIVE M CRCK IF AR EF1Wn Z MTERIMS AR TO BE RDEp q -$UE. DUU M Al - xnQLYfMBM N np0-1N-A-0 MJBILIZAIMN A. CONSTRUCTION FENCE INCIDENTAL M n LIWA . B. REf ER TO SLAM 11820. IN 11010 -1M -A-0 CONSTRUCTION SURVEY A. BEIER TO SUMS 11010 B. TIER INCUDES All RKESSMI SLAVESSTMlll6 An LAYOUT m C.A T TV BARER MM 0 1 C.. 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PREFABRICATED STEEL TBKS PERSTRWN MIME RG M CONCRETE NMALL HE MLT AND INSTALLED RUMORED TO THE CONTRACT DJCAERS AM WPPLIN slop NMR LNRECALL HDST FIRST BE REPRESENTS MGM TO FROM RUM. C. CONTRACTOR AREAMMIDE WO NAnns An MAMiNITgO SPECIFICATIONS TO f REO An AGENT'S REPRESENTATIVE FOR BRIM M AMIDVAL PRN m ... An ..Ll. I.E.M 0. RFFM TO V WMR$ RE RE". RTMCS An NFgVMnO. E. REf ER TO Y -WEER FOR ARM VICM LO ION. Z4 UPS -MEADOW STEEL Mb GUARDRAIL n ZMK-MZ17M STEEL BEM SUDNRIII MANUEL EMD TERMINAL, M-224 A. REFER TO E-sMEETS FOR LOCATIONS AM DETAILS, B, REFR TO IMA Om STANDARD ROAD PLANS M -IN AAD M-206. AID IMA MT A.. SPEClITCAUMs, SECTION BIBS. C. IN I.MALL INSTALL WAV POSTS WITHOUT IMPACTING ME MISTERS REINFORCED CONCRETE BN CULVMN. n 32 -WREN L..0 M(IIOP MABs A. BEER TO SPECIFICATION IN PbPIT R UMVS An INSTALLATION MIXTURES. B. BEEN TO F- SHEETS FMMbAMPLM VIM ATE LOCATIONS n 51 U -GREETS PER RIFFLE DETAILS. C. CgIM TO WORKRM ENGINEER TO DETERMINE PLACEMENT N SODS M -SM. 0. 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STRUCTIOF ME STEEL MEET PILE MAKING NAIL SHOWN WMV OR "CONSUL FIN ME CMM ME 7830-168-C-0 SHARED USE PAM, PCC. 6 INT INSTALL SPUR PILE FIR PLAN. A. SEE RTES REM PREVIDIE MINES OF MESE BID RUNS B. INCLUDES ALL MEAN STUDS. EXCAVATION AND BACKFILL. ND COMMOTION! WILL BE MARE FM M OFF LENET6 R SHEET PILE ON LWY6W AND UPIACW SHEET PILE. 55 PRECAST CORDITE BETATRONS ALL (MR CULVERT) A. ME LOP SIN RD PRICE INCLUDES ALL IDA. HARDWARE, AND IMPERIALS REWIRED M FUMUSH KD INUR4L ME PRECAST CONCRETE RETu16NG ALL AS DNAI IN ME PUNS. B. ME PRECAST CONCRETE AETAIUMi AIL SMALL CURTNER TO KL APPLILMLE RATIONS M lOM BUT STANDARD SPECIFICATION, SECTION 2419. C. REFER TO V -SHEETS FOR YOKE INFOp1TION. BNS RETURNING WALL CONCRETE FACING (INCLUDES PCRILMER AND LMESTME CAP) A. MOS ITU INCODES ALL LAW AIB POLITICAL. 10 COMPLETE W. MARC WHO. 9NLL CONSIST O WUNDER CLASS C CONCRETE AS SPECIFIED IN ME TOA OUT SECTION 2N3. STANDARD SECTION WK FORTUNE AS DETAILED IN E PWLS. B. INCLUDES ALL .;ND REI NFC�Cf MFNT NE,. TO COPLRE FRUIT, TOP ND M OBINS NIN SPECIFIED WITHIN ME PLAINS M APPROVED E(W. C. INCLUDES ROBINSON D. USE CLLSTOINON FULINER PATTERN 12008 ANATO M SPMf, 0R APPROVED EQUIVALENT, E. INCLUDES ME LIMESTONE CAP AND ANCHOR PIu AS DETAILED IN ME PLANE. F. REFER TO V-SHEIT5 FM ACRE INRDWTION. 07 6 OCIEWPEIR ALL EARN A. TME CONTACRR WILL BE PAID ME CONTACT UR PRICE PER SQUARE VAW III). THIS PAMEu 94LLL BE CUSIDEIIED FULL COPENGud FOR NU M ALL ATERIAL ND LKICB AQRAO TO INSTALL ME GFCCOPo4Tf ALL MAN ACCORDANCE UM ME COIOKI PROMOTE. B. REFER TO V-9OER FM NNE INFOAITOI. BE FR., WEDDED RANDOM A. ITER MALL BE PAID BY ME CUBIC VMD, PLACED AN INDICATED M ME R GREETS, ND SNAIL FEET ME SPECIFICATIONS IN SIMS WOR -2.02 B9 MULTIPLICITY BfNp 9B NIS BENCH 91 LAKESIDE MAIN RECEPTACLE 92 BRE RKRS A. REFER TO R WETS ND W -SNEER FON MAE INFMJMTION. 93 LNESTONE NSONRY PEDESTAL A. ITEM INCLUDES RETRIALS, LMT, ARE RAIMENT M INSTALL 16'%18'X3' TALL LIIESPONE AYMY PEDESTAL (REM SOLID N-SN'A' CAP) B. PEDESTALS WILL BE SMOLM TO EXISTING PEDESTALS AT BRIDGE M OPPOSITE SIDE OF HIGHWAY 6 HIM PROJECT, SEE ALSO RIWO ON )MEET Vl 0. IRM SHALL BE PAID PER EACH MDESTALL INSTRLLW 94 11123-%%II4-0 LURKING CONTROLLER LC2, UTILITY METER SOCKET B CONCRETE ME A. REFER TO J-SMFfTS FU LOCATION ND DETAILS. B. REFER TO SECTION 2323 O ME IMUT SPECIFICATIONS. C. TOM MILAN IIORIR6 CONTROLLER. UULITY PETER SOCKET, CONCRETE ME, ELECTRIC SERVICE CORRECTIONS. GROUND RW W/ CONDUCTION, UNIONS CIRCUIT CONRTIOM, ND MR -CUT WIWRS FOR NWBE USE. 0. THE CONTRACTOR WILL BE AID ME CONTRACT MIT MICE PER EACH. WE SERAIL BF CDAIOERW FULL COPENSARON FON NM2SMIN6 ALL TURKS, EQUIPMENT, LRAM FJD ATERINS M ME ME LIGHTING GRIND. CABINET INTERCONNECTIONS U ACCORDANCE REM ME CMTMR OOCOUENTS. 95 0523-X%R-%-0 ELECTRIC SERVICE CONDUIT NO CABLES A. REFER TO 3 -SHEETS FOR LOCATION ND DETAILS. B. REFER TO SECTION 2523 OF THE IWT SPECIFICARME. C. SEEKS INCLUDE EAS AND MME (M WED IN COHOPLT COOLANTS) WNNR, LIPPER CONDUCTING ®IM M COANIT AND (MLFD AT BARE O UTILITY PILE, NO CONNECTIONS AT PETER SOCKET. D. THE CONTMCTM OLL BE MID ME COMPACT MIT PRICE PER LINEA FDJT. MIS WILL BE CONSIDERED FULL m9EMATION FOR FMM9FUB ALL TOWS, EUUT 1AND I'll "I'll 10 "I ELECTRIC SPICE IAW 11 IN 1 1 WINME 1 WN , IN 8523 -W -Y -B LIIDAIMS A. REFER M J -SHEETS FOR LIMPING UNIT LOCATIONS, SOHEWLE AND OETAIU. B. ITERS INCLUDE REMVAL OF 00 UPOFR-BERME LUTAIRES 8 WERING, NEW LUBINAIRES W/ LED NW SCOULF, MAKING ON BRIDGE SUPPORT BEM, NEW BRANCH CIRCUIT HIRING AND EXPOSED CONDUIT. C. THE COMPACTA MALL BE PAN ME CONTRACT UNIT PRICE PER EACH. MIS SAIL BE CONSIDERED FULL COPfNARON FOR FV.MSWM ALL TWOS, EQIIMENT, LABOR AM ATERIALS NKESSMV TO IMTALL LICKING UNIT IN ACCORDANCE NIM THE CONTACT DOCUMENTS. 97 M23-X%R-X-0 TRAFFIC SINAL CONTROLLER 129VACCIRCUITS A. REFER M J MEETS FOR —111 CONTROLLER LOATIOI. U. IEA UNLI E REFUSAL M EXISTING TRAFFIC CONTWLRR DANIOH CIRCUIT MOM R CONDUCT, NEW BRMAL CIRCUIT MMM, ND NIAID B MUDDED O WOR. C. E CONTMCTW MAIL BE PAID ME CONTACT UNIT MICE PER EACH. THIS GALL BE CO61MNE0 ML COPENSATION FOR MNIMUM ALL TWOS, EORMENT, TH LANK AND ATEAKS NECESSARY TO PWtUE 125 -VK CONUIR TO ME TRAFFIC CORROLER IN ACCWDNKE WITH ME CONTRACT MINORITIES. M 0523 -XX% -Y -O ELECTRIC HAIOKCES A. IOM OOTLI-lu, N'XIM24' IAIODLE M WE ON MF l-SHFF15. B. COLOR GREEN. C. IMMUNE LOU LAPEL OF 'MOTORS'. O. RRM TO SECTION 2523 OF TIE NOT SPECIFICATIONS. E. MR INCLUDES MURREE FILL, NUWRE ND KFR L OTHER NECESSARY ANTENAMRS. F. ME CCMMCTgI SHALL BE PAID ME CUMACT UNIT MICE PER EACH. THIS SHALL IT CONSIDERED FULL COPENWTION FOR FMW M ALL TOOLS, EWIMENT, LABOR DD MATERIALS NECESSARY TO IMTALL AWrotE IN K[OIACNCE NIM ixf CONTRACT MEDIUM. 9B IS23-OII-Y-O LIBRING 2N -VK BRANCH CIRCUIT COMMIT AW CABLES A. REFER M J -SHEER FOR TABULATION. 0. REFER M SERWN 2523 OF ME IWT SPECIFICATIONS. C. 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EWIRUFNT, VARA ND MTfuALM NECESSARY TO INSTALL ELECTAAL EQUIPMET IN KLWOWCE IDM ME CONTRACT WCVEKS. 5//0 PM D:\191015020171114:19:1\CUD\OvgB\C\C6.awg ESTIMATE REFERENCE INFORMATION ITER W. lRll cWE IIFR DE561EPF1eL BID ALTERNATE E - REM TAIL SELDOM IF WOMEN 2 - MEMBER. 101 2010 -]W -I -O SUBBtSf. ImIEIW 6 NOW DIVISION 7 - SPIRITS MO Al"M NOM ME 7830-168-C-0 SHARED USE PAM, PCC. 6 INT .3 70N -IBB -LLB ISPROAL AIBGRADE PREPARATION FDA SHEDW USE AM A. SEE RTES REM PREVIDIE MINES OF MESE BID RUNS A S, m r%I' Lt111 PiA1 w ••• CITY log i'N CITY, CWFLUEME LANDSCAPE ARCHITECT CONFLUENCE 000 2ND STREET BE, SUITE IN CEDAR RAPIDS, K U401 PH: 319.408.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 0110 URNART LANE Sw PM: 310MIAM CONTACT: AARON GAANNUP NY(� LL E'S�Y'3 V/L.L /T/T v Z /} V/ M U O LU a o r Z NO�/ 0L LLL IL \W SUBMITTAL DATES FAA LF—PT10N ENDREL ISSUED FOR 03-19-2017 ADD. #1 Ht /2 ESTIMATE REFERENCE NOTES CONFLUENCE PROTECT NO 15ID6 C6 [r91 ». 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EQWRR, IAY%1 AND MT@LLL YKFSSMY m INSTALL LIOIrtRD MIT IN KCUMKE Y[M ME CN[MLT wL11[R5. lw fni}aI{-x-1 LI(MIIG QKmiS - i -n01 NOrF \ MfK]I QKVST IIAFS A. RFf@ m .-SHIFTS Fw iMIIlITI011. B. REF@ m SHn» 35n Of ME IME YKIFAAnMs. C. Inn INCLUDES w5, s0F AN, AND XN b (AS Ymm ]Y (NfMCT pODIFRS) COYRT, 41MIYDIN R CpMKTORS, YAI% Ab C4Lf YEIEF@ COwKnNS IN YmE. D. ME CONTRACTOR 9NLl µ PAID ME CONTRACT IQL MICE KR LOU fOm. Mn 91RLL IDMm IUIt COfNMnN iw MISEQW ALL TO%5, M@i lAtlll fb MT@nL5 NECESSARY M 1RRLLL ElKl111U1 C[KInR n KCUY3LK MF CdITRKl NDI[YTs. lu eon- -e KKTRK M1Drole \ c•Kf corKrzds [wq Dm lI-IQ, H•%lE•%3<• WMdCCE .Lf NOTED w THE Y-fNFZMM B. @FFY (W@E IIXATfD IM DP0.52 MFAS). c. E � Lm WK m •udn%-. 0. REi ER i q SS]I Of ME IDOL SPKIfIC•RwS. YKESSw E. ITEM IKIWE WOE {Ill, WRpWE YD •ll OM...... f. 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OIVISIQL 9 - SITE MPR AND LANDSCAPERS FLA "]0'188-A-8 CGNEMORAL SEENID AND I.E.E(CGTA ATIVE GRASS AND NIL FLO/ER EUROPE) us MAB -108-A-0 CONVENTIAL SENIOR AND WORMING ((GTA NO MEN SEED PICTURE) 116 Is 5830-108-8-8 Thf ES EM —W, RANGE, OVERSTAY, BBB, 2" CAUPER ll) 9BM-3M-B-0 WITH WNOEY, BECOME, OCINMS, MM, ER -HEDGER 118 BIAG 8-T-1 INLET PROTECTION DEVICE. SURFACE -APPLIED 119 9040.108-T-2 INLET PROTECTION DP'tCE, KO M RI A. SEE NOTES AA PREVIOUS LISTINGS O THESE BID ITEMS IMAM u - SPECIALTY ITIS ]30 02523 -»X -X -E L[WnM NXFMLLE, NELITY HER X RFT B CONCRETE BASE A. REFER TO M -SHEETS FOR BOAAD DETASLS. ;M S. REFER TO SECTION 2513 OF MF INT iPECIFICATINS. C. HEM WIDEN LINRK CONTROLLER, UTILITY NEPER SO KET, CONCRETE MSE, ELECTRIC MANCE CGMERIG6, ARCM RIA W COMETH, I... CENT, CONNECTINS, AND STM -OJT CGWIIS R.'VINE ME. D. ME CORRUPTOR WILL BE FAID ME CONTRACT Nn PRICE PER EACH. MS SILLL E CONSIDERED FULL @HE... fN FIDE9UMG ALL TOOLS, EQUIPMENT. LABOR AND MATERIALS TO MILE ME IINGMG CNTKIL CABINET INTERCGRECTIONS IM KCGNAME WHIR THE CCEAR DO(1I1E15. 12 02523-XICI ELECTRIC SEANCE CONDUCT R CABLES A. REFER TO N -SHEETS FOR MATTER AND ADETAILS. B. FFf GA » SECTION 2523 OF ME INT SPE CIFICATINS. C. ITEC INCLUDE GAS OD SN AB PW NT M3]M IN CMTMCT CONDIMENTS) COYTT, COPPER CGUEAJC 5 BOM IN CGQNIT AM COILED AT BEE OF UTILITY MILE, KD CONNECTION AT EMR SLAKE, D. WE CN»KIN WELL BE PAID ME CpTUCT UNIT FECE PR LEEµ FOOT. MS "it BE COHA ED FULL COMPENSATION FOR FURNIMIE ALL TORS, JECIUMNSIT, LAMA M ATFRIAIS Nf Cf SSMY » IMTALL ELECTRIC SERVICE CGEIn .Wp C»LES IM KCM.OAKf VIM ME CGITPOIT D%WXIS. ]22 02523-OOYX-0 LMIIMMIS, ROES, MOOR MSE B CABLE CONEnOIS A. Rff ER » V- MEETS IN LIORING UNIT I... SGERRE DD DETAILS. B. REFER TO 5ECTIN 2523 OF ME INT SPECIFIGTIGLS. L. ITEM INCLUDE POLE, LUMIIWPE, BASE COWER, FAINT, LED LDV MODULE, CONCRETE FOUNDATION, ROUND BN AND DEMANDING COMPACTOR, CONNECTIONS IN MULE AND WIPING IN POLE. U. THE CONTRACTOR SMALL 0E PAID ME CNTRAUT Nn MICE PER EACH. TUS MAIL BE CONSIDERED FULL COMPENSATION IN fUWEGEXG ALL TOOLS, EWIPRINT. LMOP MO ATERTALS M 3MSTALL LIGHTING NI] M KCLIDMCF VIM MF CIIiMCi MURXR. 133 B352i-b2-X-B 1MY LI CIRCUITS a MnaR - -IKN NAE q BRAXd CIRCUIT. MMES A. REf FR TO V -NEER FM TABULATION. B. REFS TS SECT' IT O ME INT SPFQfIGi1N5. C. HIEN ...A GRE, 5CH M, AND SO M (AS HIED IN COTRNCT OXWEE) CGMNn, 6POIIDDIG CNEq CONDUCTORS, NEI1R AND CABLE SEMI. (CNKCnNS IN POPE. D. MF CONTRACTOR SCALL BE FOOD ME CONTWT Mn PRICE PER UNFAIR MUCH. MIs SAIL BE COEENRED FULL COMPENSATION FN FURNISHING KL TOOLS, FOULE.GT I,iRE AM ATE NICE. TO INSTALL ELEONUM CIRCUITS M ACCORDANCE WITH ME CGHTRgR DXUMENiS. ]2A 02523-XA-X-B ELECTRIC AIEDII B CABLE CONIECTIOD A. INA W3 LI -103, 30"%18'X26' MAIEILE M ARM N ME MMEETS. A. ALN IF. (WERE LOCATED IN GAGS ERGS). . EIB:bS. LID LEEN OF 'LILTING'. D. REFER » SECTION 2A3 O ME IDKYT MECIF1GnCN5. E. IT INCLUDES DRAINAGE FILL, MUNDANE AND ALL OYER MECESSUV APPURTENANCES.F. ME CGRMCIM MALL BE PAID ME CONTRACT Nn PRICE PER EACH. WAS SAIL BE CONSIDERED FULL COMPENSATION FG TIGHTENING KL TOOLS, EQUIPMENT, LA8]R PD MATERIALS NECESSARY TO INSTALL AMMLE M KCOM)AKE HIM ME CONTACT CONDIMENTS. 125 026" -AX -X -O REMME AND REINSTALL EXISTING MTER VALVE AND MIDNIGHT A. REMOVE EXISTING WATER VKVG AND M9MOT, REINSTALL NEARBY (MSTREM) ON SAME NATER u.E, BEHIND UIM M MUMMED N PLANS U. REFER TO CITY OF IOM CM ST.AUMD SPECIFICATION IN WATER DISTEGRION SYSTEMS FOR INSTALLATION, CLIMING, DD TESTING SPECS C. ITSIMLL BF PAID M A LW SIM'N RMMZ AM RI. ALGnN N EOR15nK'I' FITTINGS, LGA, MMRMT, AM VALVE, E WELL E ALOOUMi1N TFSTpN6 Op FMGi CLFYOIU .ND TESTING M E A® 5/18/2017 4:30:13 PM 0:\10150111\CAD\DwgE\C\C.awg ESTIMATE REFERENCE INFORMATION HERF0. IT CWE II91 DESCR2P]101 BID ALTERNATE 3 - EMT STREET PEDESTRIAN MINE DIVISION 2 - ENTERING 126 »18 -108 -I -B AI®FSE, EmIFIED, fi IX[X ` R. SFE RTES FROM PREVIOUS LUMBER O THIS BID ITEM. DMSIM 2 - SHRUM tl0 ISGTED ELM[ 11 E17 »30-BM-oa SEINED -1 PATM, MC, 6 ITRH - 128 »30-BEB-C-B SUMER MISE PATH, PK, B [XOI. MIDGE APPROACH SLYS L 128 »M -HOB -D -B SPECIAL SURME, PREPARATION MOR GHWU` MISE PAM p. SEE .95 FRED FAMOUS LISTING OF THESE SID ITEMS DIYss3LM u- IMPORTANT, HFME ISE SPBS3 VIWIATIa IEInD1[E �. A. WE COITRPLEG WILL BE PAID WE CONTRACT UNIT PRICE PER LW SLP (LS). ANIS PAYMENT MAIL BE FULL COMPENSATION FM FWUTSNIE NL IMTERLLL DD LABOR REWMD PM IF6TALGTIM OF VIBRATION MONITMONITORINGFWED MONITORING AME COMPLIANCE WITH ALITIGLITIGATIONATIMONITORINi PLAN PER ME PROJECT SPECIFICATIONS. B. K $EPAMTE GURU RILL BE PAID FOR TIM, LABOR ATRIA ALTERAPIM DRIVING MflRDS REWIR® TO COMPLETE SHEET PILE INSTALLATION IF TE VIBET MOUNT NO REWIRES A SUCH' PK ODMORRIS TO STEEL SHEET FILE D ETALLATION O CHANCE INSTALLATION METH. THIS S TONT ME STEEL MEET PILE WILL BE INSTALLED BY EITHER VIBRATION M PLM MIMCO M DESCRIBED IN MF PRIER SPECIFICATIONS. .1 2`29- BE WE -ENGINEERED STEEL »LESS TAIL MIDGE, 30' X 110' A. ME LW FOR BID PRICE INCLUDES ALL LABOR, AEUME, AND MATERIALS REQDRBO TO FUMISH AM INSTALL ME PREFABRICATED STEEL TERMS MINIMUM BRINE INCLUDING ALL B RNBAUM PER ME CONTRACT CORT ENTS. 0. PREFABRICATED STEEL TP65 EOESTEMAX MIME NRN COMPETE NIX MAIL BE BOLT RD INSTALLED MOOMOM TO THE CAEKT DOCUMENTS ND SUPPLIER 9DF NAMES THAT MUST EMT BE MUSTARD FROM TO FABRICATION. C. CONTRACTOR SMALL ENDING FARM ANNUMM AND MANUFACTURER SPECIFICATIONS TO ENGINEER AND GAME'S REFESENTATNE IN RMEN END AWRWAL MIN TO .I.. AND IMLpLLEW H.E. D. REFER TO V -MEETS EA RELATED DETAILS AND INFORMATION. E. REFfP TO N-SMEFTS FA PGX VNEM LIXATIN. 132 1 LIESIGN I MASONRY PEDESTAL A. ITEM INCLM S MATERIALS, LARGE, DD EWIMYENT TO INSTALL 1fi'A6'XV TALL LIMESTONE MASARY PEDESTAL (WITH SOLID 18 -XI. -M- CM). 0. EOSTALS MAIL BE SIMILAR » EXISTING PEDESTALS AT NINE M OPPOSITE SIDE OF HIGHWAY 6 FRN PROJECT, SEE AM PLATO A MEET C. ITN SCULL BE PAID PER EACH PENSM INSTALLED. ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE NO 2ND STREET SE, SUITE 104 CEDAR RAPIDS, M 52601 PH: 310.600.5101 HRGreen CIVIL ENGINEER HR GREEN INC. 8]10 EARHART LANE SW PH: 310.611 AOOO CONTACT: MRON CWINNUP SUBMITTAL DATES ISSUED FOR OS-1B—Y017 BID SET ESTIMATE REFERENCE NOTES CONFLUENCE PROJECT NO 15109 CBC 4/15/201] 112025 AM 0:\ 1 D 150111 \CAD\Orrge\C\C).EYg FILL 2017 APR I CITY CLEii 10V! A CITY.1''� ESTIMATE REFERENCE INFORMATION ITa o. xrw ITw mgvua com [m Kl[ANl[ . - MTYI[ MAY S[!1 plVafxa l - iMNOI fI0 1[IIOLtlS COISII[[Tla 119 yl/ -][[-X-1 SK[fILL . ITM IKLIOFS FILL W0 5)YM ARMS, INgR PNVFIIBEr. AI[I yWl [E Am IM fiRC YMO. [DOMAIN. -seen sxo wro u[ yw.1M-A-a s11pRIx, s0.m WALL. IK P A. 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Ms sxKL M memfup r11LL coneNwTms fa fuMaoo ALL TOOLS, rt, lea .Vp MTERGL$ xF(ES54f1' m INSTALL ME LIMSTCNE WLLliaE IN CMiIIKF V[M MF CdrNKT ppCV[X15. E. RerfR ro Y-sxKrs IN IYIIE Ixfpeund. va Rwxpfp RrvfR RKX, Wsxep, a m s [Kx pIAMrM A. Cd'TIKTa m ]UISf SWL! m IXEIXEM Itl11MIlO/4 MSN TO Pgp1KXEM Ylp PLKERXT. e. [FiM m Y-91E1T] Iq ILa AND pfTAIL LCGTpJEE. (di[Kld m I.E. VFRI(Y P. LOCATIONS. NO C. M CGOMCEOII WILL Of MID Mf CONTRACT d[T MSF PER Td. MIS LYLI [f CO,CSmE[m FULL (OiFxLTrLYI fa ALL T(015, 1pnRlfrt, LMnI NO MT![GLS xfCESSMY m INSTALL ME IYXI[Ep [1Vf[ IUO: DI (VALIANCE YIM MF CdfMCT mCVIFMrs. m vur SAW IN IN aIMIx6 YEe - Gae as IN CLINT.. Yfe - 4NlL ye 1SS InMIM SXFLEIOX [a [ApF or U) IIM! ]iFPoFR MIN or IY SMLL STEPPER mN 1S1 RECLAUIEO RAE eALMCE SEMI NEST 3M eTEMFR RCCN CLIRER G] ME PEYt N]CK CL➢BFR G3 ME MIMIf RISK CLIMM GS M MMMCLf ROCK CLIMM 1N MILIKIV ilF STEPPER IpI1MS GS qV SnGM 6!p iFAlq! aE6 xlsraxc sAVY AKx raL fMTWv G) 1VlLE rpNp V[M IIIMIEI NO TIMENS IN SQW[ PqT MIMCE [FM6 GS PKLFM MIFE LOE SLIq [ NMFL 1H SFKMLL FOSSIL DI6 vl oxo fossa ON ssa RAuwO ve xIrMR IN LOS CSYIL ROWEL SH LOS SLfMfILS vs :xvLGE if[ DTCf eYIK ifr fXMlSEI011 MYILYr/CMfa SYa{ >L TIVLKm [EYOI LFXISID! rMW [KEMKLF A. [!fM m V-ENEPn Mn yFC[f[CITICYf IN SUBMITTAL DATES COf1FLUE(10E LANDSCAPE ARCHITECT CONFLUENCE 00 LLO STREET SE, SUITE 104 CEDAR RAPIDS. IA 52101 CH 319 409540 ° o_ Z � O L.L \W SUBMITTAL DATES IOIF INfaIYTI(W. HRGreen A CIVIL ENGINEER HR GREEN INC. e710 EARIURT UNE SW PH: ]16.w16000 CONTACT : AARON GWINNUP NYN E..L Q r� V Z � V/ LL I U =LL ISSUED FOR 04-1e-2017 BID SEf ESTIMATE REFERENCE NOTES CONFLUENCE PROJECT ° o_ Z � O L.L \W SUBMITTAL DATES ISSUED FOR 04-1e-2017 BID SEf ESTIMATE REFERENCE NOTES CONFLUENCE PROJECT FILED 5/25/2017 12:50:02 PM 0:\10150111\CAD\Dmga\C\C1O STORM h SANITARY SEWER TABULATIONS.dHg ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE.6UITE 194 CEDAR RAPIDS, A 52401 PH: 3194OB.S401 HRGreen CIVIL ENGINEER HR GREEN INC. 6710 EARNARTIANE sw PH: 319,MIAM CONTACT: AARON GWINNUP Y/ LCL( ^Q^ 'V/ V Z U U O LU as0 r Z O Of ILL / LL \W gdo SUBMITTAL DATES ISSUED FOR OS -24-2017 BID SET ADD. 1, 2 h 3 STORM & SANITARY SEWER TABULATIONS CONFLUENCE PROJECT NO 15109 r.bzTAj L % SANITARY STRUCTURE ADJNSTNENT TABULATION Survey Rim Proposed Rim Previous No. Northing Fasting Type Notes STORM SEWER Elevation Elevation Name (1) MA -1 6067".20 2177765.05 M ICK 1 643.65 - REMOVE COKE SECTION, INSTALL FLAT -TOP LID, INSTALL NEW CASTING WITH MA Maus, 4 Bid Item 2177771.99 MILK 641.25 - BOLT -DOWN LID, AND GRADE SURROUNDINGS TO MATCH RIM, HA MIA-) 686641.42 21))710.92 MINOR 643.3E b".68 LIST OF STORM SUER INTAKES 610 UTILITY ACCESSES NA MA -6 6069".76 2177566.15 M4)OR 643.9) 647.58 PIPES MHa N12 NOTES (1) PER WASTEWATER TREATMENT AND COLLECTION FACILITY IMPROVEMENTS CONTRACT Design Length, Slope and F1ml1Ms an calculated center of structure to center of structure along CL of pipe. (2) ALL NEW SANITARY LIDS TO BE BOLT DCAN TYPE Fon Bottom Intake/Utility Pipe gid Design Granular Flm Limes Pipe No. Location Station Type or Standard Road Plan- Grade Wa11 Notes Line Number Access No. Class diameter L th• Length Sackful Slope Tnlet Wtlet Plan wt., Elm, Eley. From 10 Int". Feet Feet CV I Elevation F=tt_ SNo.t S-161 1"20.30' 0.00 AT SN -513 SW -6M AS 643.50 639.13 STORM ALIGN 10 P-101 5-101 S-102 III 15 78 73.29 0." 9.6% 639.11 639.40 FI S-192 19094.62' 6.60 AT SM -513 SM -604 4B 643.50 639.90 STORM ALIGN 10 P-102 5-102 S-103 III 1S 232 213.50 9.23 6.9% 639.30 637.40 FS GRANULAR BACKFILL UNDER PAVED AREAS S-103 13.12.50' 0." AT PIPE APRON DR -201 TYPE 2 15 INCH 6)).90 STORM ALIGN 10 5.291 20.36.24' 6." AT SM -512 SM -6M 30 643.56 640.06 STORM ALIGN 20 1-291 S-201 5-162 111 15 114 112.46 30.94 0.4% 640.50 640.00 FS GRANULAR SACKFILI UNDER PAVED AREAS S-192 21.51.72' 6.90 RT PIPE APRON DA -201 TYPE 2 15 INCH 641.50 STORM ALIGN 26 5-301 Wis.", 0." 17 SM -511 SW -6M 39 638.56 614.00 STORM ALI" If P -Ml 5-301 S-361 III is 114 112.40 9.29 4.4% 635.56 635.00 F1 GRANULAR 6AC%FILL UNDER PAVED AREAS 5-392 31.19.98' 6.90 RT PIPE APRON DR -201 WPF 2 15 INCH 644.50 STORM ALIGN 36 S -5M 53.67.75' 0.90 1T PIPE APRON DM263 15 INCH CA 645.56 $TAIN ALIGN " E%-503 JUNK) S-590 it EXISTING, CUT TO IATCM PROPOSED SURFACE REMOVE AND REPLACE WITH FOOTING PER SI.VAS 5-6K 71.29. 403; 12.6 IT U INCH FES E%. 4030.221 I. BOTTOM WELL IS AT LEAST 0.5 FT SELOEI LOWEST FLOWLINE. FIELD FIT PIPES AND FILL SUMPS TO MATCH FLWLINE. NOTES: NOTES: All PIPES MEASURED [ENTER OF STRUCTURE TO CENTER OF STRUCTURE (DESIGN LENGTH) 2. TIE ALL RCP FES 3 SECTIONS 9AC% FROM END. 5/25/2017 12:50:02 PM 0:\10150111\CAD\Dmga\C\C1O STORM h SANITARY SEWER TABULATIONS.dHg ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE.6UITE 194 CEDAR RAPIDS, A 52401 PH: 3194OB.S401 HRGreen CIVIL ENGINEER HR GREEN INC. 6710 EARNARTIANE sw PH: 319,MIAM CONTACT: AARON GWINNUP Y/ LCL( ^Q^ 'V/ V Z U U O LU as0 r Z O Of ILL / LL \W gdo SUBMITTAL DATES ISSUED FOR OS -24-2017 BID SET ADD. 1, 2 h 3 STORM & SANITARY SEWER TABULATIONS CONFLUENCE PROJECT NO 15109 r.bzTAj L % SANITARY STRUCTURE ADJNSTNENT TABULATION Survey Rim Proposed Rim Previous No. Northing Fasting Type Notes Elevation Elevation Name (1) MA -1 6067".20 2177765.05 M ICK 1 643.65 - REMOVE COKE SECTION, INSTALL FLAT -TOP LID, INSTALL NEW CASTING WITH MA Maus, 4 666712.65 2177771.99 MILK 641.25 - BOLT -DOWN LID, AND GRADE SURROUNDINGS TO MATCH RIM, HA MIA-) 686641.42 21))710.92 MINOR 643.3E b".68 ADJUST RIM TO PROPOSED GRODE NA MA -6 6069".76 2177566.15 M4)OR 643.9) 647.58 ADJUST RIM TO PROPOSED GRADE MHa N12 NOTES (1) PER WASTEWATER TREATMENT AND COLLECTION FACILITY IMPROVEMENTS CONTRACT 1, APROVED 1995 (2) ALL NEW SANITARY LIDS TO BE BOLT DCAN TYPE 5/25/2017 12:50:02 PM 0:\10150111\CAD\Dmga\C\C1O STORM h SANITARY SEWER TABULATIONS.dHg ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE.6UITE 194 CEDAR RAPIDS, A 52401 PH: 3194OB.S401 HRGreen CIVIL ENGINEER HR GREEN INC. 6710 EARNARTIANE sw PH: 319,MIAM CONTACT: AARON GWINNUP Y/ LCL( ^Q^ 'V/ V Z U U O LU as0 r Z O Of ILL / LL \W gdo SUBMITTAL DATES ISSUED FOR OS -24-2017 BID SET ADD. 1, 2 h 3 STORM & SANITARY SEWER TABULATIONS CONFLUENCE PROJECT NO 15109 r.bzTAj L % ConFLUE�ICE LANDSCAPEARCHITECT CONFLUENCE 8002ND STREETS E, SUITE IO! CEDAR RAPIDB, IA 52401 PH: 31SAMMOI HRGreen CML ENGINEER HR GREEN INC. 8710 EARMART LANE SVI PH: 119611.4000 CONTACT: AARCN GAANNJP Y Q `a`^. /vrJR L/ Z � W Ac• 9 Zit L) O � O U 30 � a r Z �O LL LL 7.L \W\ 1 LL STORM SEWER Bid It. LIST OF STORM SEWER INTAKES AND UTILI ESSES PIPES Design Length, Slope and Flatlines are calculated center of atruc a to center of structure along CL of pipe. Rom BottomIntake/Utility Pipe Bid Design Granular Fl. Lines Pipe Grade Nell Access No. Diameter Length- Length Backfill ope Plan No. Location Station Type or Stannard Road Plan• tes Line Number Class Inlet Outlet Nates Elev. Slay. v' Fr- To Inches Feet Feet CY % Elevation Sheet Elevation No. 5-101 10«20.00' 0.00 AT SN -512, SW -604 4B 643.50 639.13 STORM ALIGN 10 P-101 5-101 S-SB2 III IS 79 73.29 .00 8.6% 639.81 639.40 F3 5-102 1494.02' 0.00 AT SW -511 SW -604 46 643.50 639.08 STORM ALIGN 10 P-162 S-112 5-103 III 15 222 216.50 01 9.03 0.9% 639.38 637.40 FS GRAMMAR BACKFILL UNDER PAVED AREAS 5-103 13+12.50' 0.00 AT PIPE APRON, DR -201 TYPE 2 15 INCH 637.40 STORM ALIGN 10 5-261 2436.94' 0.00 AT SW -512 SW404 38 643.50 "a." STORM ALIGN 20 P-201 5-201 5-202 III 35 114 3 .M 38." 6.4% 640.56 640." F1 GRANULAR SACKFILL UNDER PAVED AREAS 5-202 21,51.78' 0." AT PIPE APRON DR -201 TYPE 2 15 INCH 643.50 STORM ALIGN 20 5-301 3418.06' 0.M AT SW -S12 SW -6" 36 643.50 634." STORM ALIGN 30 P-"1 5-301 5-301 III 35 114/ Ill." 9.29 0.4% 63S.S0 635." FI GRAMILAR BACKFILL UNDER PAVED AREAS 5-302 31,19.98' 6.00 AT PIPE APRON DR -201 TYPE 2 1S INCH 6".50 STORM ALIGN 30 CIt 5-504 5316'.75' 0.60 AT PIPE APRON DR -203 13 INCH CMP 645.50 STORM ALIGN 50 E 503 )LOKT 5-564 I6 EXISTING CUT TO MATCH PROPOSED SURFACE REMOVE AND REPLACE WITH FOOTING PER SODAS 5-606 JS+19.403; 18.6 IT IB INCX FFS EX. 4030.221 1. BOTTOM WELL 15 AT LEAST 0.5 FT BELOW LOWEST FLOWLINE. FIELD FIT PIPES AND FILL SUMPS TO MATCH FLOWLINE. ALL PIPES MEASURED CENTER OF STRUCTURE TO CENTER OF STRUCTURE (DESIGN LENGTH) NOTES: 2. TIE ALL RCP FES 3 SECTIONS BACK FROM END. NOTES: SANITARY STRUCTURE ADJUSTMENT TABULATION Survey RSR Proposed Ria Previous No. Northing Easting Type Notes Elevation Elevation Name (1) MIA -1 6967".79 2177765.05 MAJOR 643.65 - REMOVE CONE SECTION, INSTALL FLAT -TOP LID, INSTALL NEW CASTING WITH MA MIA -2 06712.65 2177711.99 M30P 641.25 - BOLT -DOWN LID, AND GRADE SURROUNDINGS TO MUCH RIM. NA MM -3 606641.42 11"110.92 MINOR 643.38 6".68 ADJUST RIM TO PROPOSED GRADE NA MIA -6 6066". 76 21"566.15 MAJOR 643.93 647.58 ADJUST RIM TO PROPOSED GRAFF MAN Nil NOTES (1) PER WASTEWATER TREATMENT AND COLLECT[" FACILITY IMPROVEMENTS CONTRACT 1, APROVED 1995 (2) ALL NEW SANITARY LIDS TO BE BOLT DOWN TYPE �+3 1 av r 5/5/201' 11:34:31 AM 6.\10150111\CPD\Dwgs\C\C10 STORM 6: SANITARY' SEWER TABUUUDONS.dw9 ConFLUE�ICE LANDSCAPEARCHITECT CONFLUENCE 8002ND STREETS E, SUITE IO! CEDAR RAPIDB, IA 52401 PH: 31SAMMOI HRGreen CML ENGINEER HR GREEN INC. 8710 EARMART LANE SVI PH: 119611.4000 CONTACT: AARCN GAANNJP Y Q `a`^. /vrJR L/ Z � W L) O � O U =o � a r Z �O LL LL 7.L \W\ LL SUBMITTAL DATES acen ISSUED FOR 05 -OS -2017 BID SET ADDENDUM �1 STORM & SANITARY SEWER TABULATIONS CONFLLIENCE PROJECT NO. 15108 C10 STglll 1110 SIMITMY STe1KT81F AOJUSTIEYT TAOSLATIN Survey Rim PrOp9ted AL Pre �s FL Worthing Eastln9 Type Motes Elevation Elevation 1011 APR I 606)41 Jt 21)]]69.05 MJW N3.65 610.13 MUST AT TO PROPOSED M MHA -2 686712.65 2177771.99 IMJOII G1 MHA -3 fi06641A2 2177716.93 MIMM 643.31 611.50 MJUST RIM TO SED GRADE M MHA -4 686282.46 2177644 GB F I ADJUST III PROPOSED PROPoSED GRME NMa N11 MHA -S fi85N333 2177694.79 STgU SEYER 604.h 644. AS AOJU N TO PROPOSED GRADE MHt NIS MWl-fi 6961148. 76 31])Sfifi.15 MRIM 643.93 647.58 T AIM TO PROPOSED GRADE MHa N12 PER WASTEWATER TREATMENT MD COLLECTION FACILITY IMPROV TS CONTRACT 1 APRWED 1995 •Bid Item LIST OF STgIl1 SEYE0. SMTMES AN UTILIIYACCESSES PIPES - Design Length, Slope iM Flwlines arc calculated center of ire to center of structure along [t of Pipe. fOM B9ttN Intake/Ut111fy Pipe Bid UWs ranular Flan Lines Pipe No. Location Station Type or Sta Mard Road Plan* Grade Well Notes Line Number Access N. Class DSamety Len9[ • n%th Backfill Slope Inlet Outlet Plan Notes Elw. Flev. FrN To Inch Feet Feel CY % E1wat10n Elavatlon S1hbNt 5-181 1M29.89' B.N AT SY-532, SW -644 00 (13.59 639.13 STOW ALIW IB LS 5-101 5-101 III 15 )t 73.10 B. 99 9.6% 639.11 639.40 F1 S-IBl IMN.03' 9.N AT SN -511 SM -6N IS 613.50 639.N STOW ALIW IB P-182 5-182 5-103 13 123 310.50 9.93 9.9% 63919 63].N F3 GRANULAR BAC[FTLI LINER PAVED MFM 5 -IN 13.12.50' B.N AT PIPE APRON DR -201 TYPE 3 15 INCX 63).N STOW ALIW IB 5491 2M36. N' 6.N AT SX -511, SW -644 3B 613.59 610.N STOW ALIGN SB p4B3 III 15 114 111.M 38.N 6M N9.50 6N.N Fl GRANIM BACKFILL IIYDER PAVED ARE" 5-383 21+51.78' 8.00 AT PIPE APRON OR -381 TYPE 3 15 INC b13.50 STOW ALIW 10 5-301 38+it.N' 0.00 AT SW -512, SN -504 38 613.50 6YLN STOW ALIW 30 P-391 1 5-302, III 15 111 131.N 9.19 0./% 635.50 635.N f3 6RRMILM BACKFILL LINER PAVED AREAS 5-301 31+19.N' B.N AT PIPE APRON DR -201 TYPE 3 15 IY[X 6M.50 STOW ALIW 30 - - 5-584 53+6].]5' B.N AT PIPE APRON, DA -303 IS INCH CNP N5.56 STOW ALIW N ER -583 JDXCT S -SN IB EXISTING, CV TO MATCH PROPOSED SURFACE S-fiBb REMOVE AN REPLACE WITH FOOTIN PER SLIMS A+39. N3; 166 Li It IN[M FES E%. \ 1839131 -' 1. BOTTOM HELL IS AT LEAST 9.5 FT BELOW COYEST FLOYLIME. FIELD FIT PIPES MD FILL SUMPS TO sMTCN FLOMLIME. -MOTES: NOTES: ALL P.P;-SMw MFO CENTER OF STRUCTURE TO CENTER OF STRUCTURE (DESIGN LENGTX) 1. TIE All RCP FES 3 SECTIONS MCR FROM END. \\ �.. 4/15/2017 11:20-14 AM 0:\10150111\CAD\Dwge\C\C10 STORM h SANITARY SEWER TMULATIONSAwg STglll 1110 SIMITMY STe1KT81F AOJUSTIEYT TAOSLATIN Survey Rim PrOp9ted AL Pre �s No. Worthing Eastln9 Type Motes Elevation Elevation N MHA -1 606)41 Jt 21)]]69.05 MJW N3.65 610.13 MUST AT TO PROPOSED M MHA -2 686712.65 2177771.99 IMJOII 601.39 637.13 ADJUST RIX TO PROP GME M MHA -3 fi06641A2 2177716.93 MIMM 643.31 611.50 MJUST RIM TO SED GRADE M MHA -4 686282.46 2177644 GB MAJOR 612.0 639.30 ADJUST III PROPOSED PROPoSED GRME NMa N11 MHA -S fi85N333 2177694.79 MIM011 604.h 644. AS AOJU N TO PROPOSED GRADE MHt NIS MWl-fi 6961148. 76 31])Sfifi.15 MRIM 643.93 647.58 T AIM TO PROPOSED GRADE MHa N12 PER WASTEWATER TREATMENT MD COLLECTION FACILITY IMPROV TS CONTRACT 1 APRWED 1995 MCR FROM END. STglll 1110 SIMITMY STe1KT81F AOJUSTIEYT TAOSLATIN Survey Rim PrOp9ted AL Pre �s No. Worthing Eastln9 Type Motes Elevation Elevation N MHA -1 606)41 Jt 21)]]69.05 MJW N3.65 610.13 MUST AT TO PROPOSED M MHA -2 686712.65 2177771.99 IMJOII 601.39 637.13 ADJUST RIX TO PROP GME M MHA -3 fi06641A2 2177716.93 MIMM 643.31 611.50 MJUST RIM TO SED GRADE M MHA -4 686282.46 2177644 GB MAJOR 612.0 639.30 ADJUST III PROPOSED PROPoSED GRME NMa N11 MHA -S fi85N333 2177694.79 MIM011 604.h 644. AS AOJU N TO PROPOSED GRADE MHt NIS MWl-fi 6961148. 76 31])Sfifi.15 MRIM 643.93 647.58 T AIM TO PROPOSED GRADE MHa N12 PER WASTEWATER TREATMENT MD COLLECTION FACILITY IMPROV TS CONTRACT 1 APRWED 1995 COf1FLUEf10E LANDSCAPE ARCHITECT _ MFOry�LUENCE 3 8 EET SE. SUITE to 1D5,u 5240+ PH: 3ID.409.5401 13 PH 310.841 4ON Fn7 C TYP 10 ,',,A CIVIL ENGINEER HR GREEN INC. 8110 EMHART LANE RW CONTACT: PARON GWINNUP SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET STORM &SANITARY SEWER TABULATIONS CONFLUENCE PROJECT NO: 15108 C10 OVERALL TRAIL SITE PLAN �. 4/15/2017 11:20:58 AIA _ 2 0.\1015011 \GD\Dwge\D\01. d wg conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 800 2ND STREET SE, SUITE 101 CEDAR RAPIM, IA 52401 PR 319.409.5101 :ITj . tutva CIVIL ENGINEER HR GREEN INC. 9710 EARHART UNE SW PH: 319.841.4000 CONTACT: AARON G W IN NUP Y Q d U) 0 Z_ Fn U U) O LLJ 3� O U a o Z O ry LL rlrLU .do SUBMITTAL DATES MCI - ISSUED FOR ILI III -IN aria-zon BID SET TRAIL KEY PLAN CONFLUENCE PROJECT NO: 15100 D1 TRAIL A PLAN 1 STA 110+00 TO STA 105+00 0 zo• SC : I' - 20' t ConFLUEIIII LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE. 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Ar... ........ p._.. ....... ... ._ ....._ a . .- .... .. .... d ... a. .. a v 60 55 50 45 40 35 105+20 105+40 105+60 105+80 106+20 106+40 106+60 106+80 107+20 107+40 107+60 107+80 108+20 108+40 108+60 108+80 109+20 109+40 109+60 109+80 630 5+00 106+00 107+00 108+00 109+00 110+00 14/15/2017 11:20:38 AM 0:\l Dl50111\CAD\Dwgs\D\D3.dwg TRAIL A PROFILE 2 STA 105+00 TO STA 110+00 0 M. 0 5• SOLLE: i' - 20' IMMMMSEM" =5001a 1 _20'H + 1-_5'YF A SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET TRAIL A PLAN & PROFILE CONFLUENCE PROJECT NO: 15108 D3 COf1FWE(10E ' LANDSCAPE ARCHITECT CONFLUENCE I L USE 1TE 106 Do -ES A 53401 319 08 18 AM 'Y CL ERKRGreen CIT .101.4 CIVIL ENGINEER HR GREEN INC. 8710 EARHART UNE SW PH: 318861.4000 OONTACT: AARON GWINNUP A SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET TRAIL A PLAN & PROFILE CONFLUENCE PROJECT NO: 15108 D3 66( 65! 65( 64' 64( 63: 63( TRAIL A PLAN STA 110+00 TO STA 112+39 SCALE: I' - 20' 11 Utuv 4/15/2017 112MU AM 0:\1O15O111\CAD\Dwgs\D\D4.awy TRAIL A PROFILE 2 STA 110+00 TO STA 112+39 9 p 9 ,• I - 20' H01✓Q, i - 5' NAf. 660 655 650 645 640 635 630 110+00 FILEDi 2011 APR 18 AM 9 C.JTY CLE!'_", 101+rZ CITY. CWFLUEME LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 109 CEDAR RAPIDS, A 53401 PH: 319409A01 41 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH'. 919.84140W CONTACT: AARON GWMNUP LL ALL (VnJ v Z U O w O U = o Z O w LL af w A SUBMITTAL DATES IME ISSUED FOR 04-16-2017 BIO SEf cw TRAIL A PLAN & PROFILE CONFLUENCE PROJECT NO: 151% ALA tl4I6: 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS PORTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. \ r \ + \ 3 r \ 4/15/2017 11:20:07 AM 0:\10150111\CAD\Owgs\D\DS.6wg 1 TRAIL A STAKING PLAN SCALE: I' - 50' 0 W. O IILE�) I APR 18 Alt)' 4 i I WK Ct ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE. SUITE 104 CEDAR RAPIDS, IA 52401 PH: 319.409.5401 HRGreen CML ENGINEER HR GREEN INC. 8710 EMHART LANE 6W PH: 319.841.4000 CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET TRAIL A STAKING PLAN CONFLUENCE PROJECT NO. 15100 D5 TRAIL A STAKING TABLE POINT NURBER STATIONING OFFSET ELEVATION I DESCRIPTION 101 181381.53 10.83 644.49 1 FUSE OF TRAIL 102 181"2.55 10 614.52 BEGIN 202.5' RADIUS 103 101+15.66 IB 646.6 EWE OF TAIL 19 191+15.66 0 646.7 BEGIN 6' RADIUS 105 191+18.92 -10.95 646.7 END 6- RADIUS 106 101+15.66 -6 646.67 RADIUS POINT 6- 107 101+24.04 -19.31 646.8 BEGIN TRAIL E IBB 101+86.80 0 647.04 BEGIN 250' RADIUS 109 101+85.80 -250 N/A RADIUS POINT 250' 110 101+61.31 19 647.91 EWE OF TRAIL 111 1 101+71.81 39 647 EWE OF TRAIL 112 101+86.81 10 1 646.94 EWE OF TRAIL 113 18+49.21 10 646.32 END 202.5' RADIUS 114 108+78.04 212.5 645." RADIUS POINT 202.5- 115 103+04.91 0 646.54 BEGIN 15' RADIUS 116 103+38.93 -14.5 646.32 END 15' RADIUS 117 193"4.91 -15 N/A RADIUS POINT 15' 118 103+28.31 -13.98 646.31 BEGIN 15' RADIUS 119 183+42.32 0 646.43 END 15' RADIUS 120 183"2.32 -15 N/A RADIUS PoINT 15' 121 104407.47 IB 646.02 BEGIN 195' RADIUS 122 163"9.21 -235 N/A RADIUS PoINT 235- 123 105+36.94 10 646.61 EWE OF TRAIL 124 105+93.70 10 645.86 EWE OF TRAIL 125 19+67.47 295 645.23 1 RADIUS MINT, 195' 126 107+14.28 20 645.65 BEGIN 229.5' RADIUS 127 199.29.57 L 644.6 BEGIN 6' RADIUS 128 109+31.53 21.07 644.52 END 6' RADIUS 129 189+28.57 16 69.58 RADIUS PoINT 6- 130 109+36.33 29.52 69.37 END TRAIL A BEGIN TRAIL G 131 110+01.16 18 643.71 BEGIN 305' RADIUS 132 110+01.16 315 N/A RADIUS POINT "S. 133 111811.74 L 642.01 END 229.5' RADIUS 134 107+14.21 1 -219.5 N/A RADIUS PoINT 229.5' 135 112+38.59 1 SB 640.48 END TRAIL A BEGIN TRAIL 9 tl4I6: 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS PORTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. \ r \ + \ 3 r \ 4/15/2017 11:20:07 AM 0:\10150111\CAD\Owgs\D\DS.6wg 1 TRAIL A STAKING PLAN SCALE: I' - 50' 0 W. O IILE�) I APR 18 Alt)' 4 i I WK Ct ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE. SUITE 104 CEDAR RAPIDS, IA 52401 PH: 319.409.5401 HRGreen CML ENGINEER HR GREEN INC. 8710 EMHART LANE 6W PH: 319.841.4000 CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET TRAIL A STAKING PLAN CONFLUENCE PROJECT NO. 15100 D5 660 ........ ........ .:...... ...... .............. :. 655 .......................................... ............... ..Q...... ........ .......... ........... .. .o Y .$�o._............ 850 ........... ........ ................ . ... .. .... ..... ... ..... ......... . ............. $R ...... ........... .... . 645 .........'.,.::::::':::: ::::::::...... ... ........ ... 640 ommmmmommmom g ._............. .... .............. 9 635 .......................... .... ........... .. ........... 630 .. ..�:;..� ........ ........ ........ 625 MEMMEMEME 199+80 200+20 199+60 5/19/2017 10:59:52 AM 0:\10150111\CAD\0wg3\D\D10.Ewq TRAIL B PLAN 1 STA 200+00 TO STA 204+00 ,•-29 ....... ........ ........ .:...... ...... .............. :. ...... ......... ....... ................. ............... ..Q...... ........ .......... ........... ...........- .. .o Y .$�o._............ . ... ........ . .. .. 0 -mm MEMO MUMIIIIIIII TRAIL B PROFILE 2 STA 200+00 TO STA 204+00 0 30' 0 ONy SE: 1• _ 20' ,.� 560 555 550 i45 540 i35 530 525 zuYtoo FILED 2011 MAY 30 Ah. 9* 2' CITY CLER' IOWA CITY. I, conFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 1& CEDAR MPIDS, A 52401 PH: 319W9.SW1 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.&1.4000 OOWACTMRON GWINNUP Y ty Q n Z Fn v O LU 3 o U a o Z O ry LL LU '/ SUBMITTAL DATES ISSUED FOR 06-19-4017 BA SET TRAIL B PLAN & PROFILE CONFLUENCE PROJECT NO. 15105 D10 MEMO" ommmmmommmom EMEMEMEMEMEMI MEMMEMEME OEM TRAIL B PROFILE 2 STA 200+00 TO STA 204+00 0 30' 0 ONy SE: 1• _ 20' ,.� 560 555 550 i45 540 i35 530 525 zuYtoo FILED 2011 MAY 30 Ah. 9* 2' CITY CLER' IOWA CITY. I, conFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 1& CEDAR MPIDS, A 52401 PH: 319W9.SW1 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.&1.4000 OOWACTMRON GWINNUP Y ty Q n Z Fn v O LU 3 o U a o Z O ry LL LU '/ SUBMITTAL DATES ISSUED FOR 06-19-4017 BA SET TRAIL B PLAN & PROFILE CONFLUENCE PROJECT NO. 15105 D10 FILED 17 APR 18 AM 9:1, CJTY CLERK IOWA CITY, IOWA BASE BID TRAIL B CONNECT TO EIOSRNG TTWL - U. 8. H 1 G H W A Y \ MATCH E30SRNG ELEVATION TRAIL B PLAN 1 STA 200+00 TO STA 204+00 =0• SCAIE: I' - 20' t 660 66! .......... ......... .. _. _. .........__.. ._....... ... .._..... ...49.9'.. 70. VO_ ............. __........... .....__.... ...,....... _..._... _,.__.. _. ............ .... _. ..... ...... _. ................ ........ ... ..........._..... .HIGH P-. 642.96 .._ OW POINT E -642:1 ............. .__..,........ .........._. _....... _....... ..............__.. _... .. 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SUITE IN CEDAR RAPIDS, IA 52401 PH: 319408.5401 HRGreen CIVIL ENGINEER EIR GREEN INC. 8710 EARHART EWE SW PH: 318.841 A000 CONTACT'. AARON GWNNUP Y Q �U)) V Z U U l� O U a o Z w ILL LL LLJ I SUBMITTAL DATES ISSUED FOR 04-i6-2017 BID SET TRAIL B PLAN & PROFILE CONFLUENCEPROJECTNO: 15100 D10 ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319 409 5401 HRGreen CML ENGINEER HR GREEN INC. SIN EARHART LANE SW PH: 319811.4000 CONTACT: AARON GONNUP SUBMITTAL DATES ISSUED FOR 01F19-2017 � SET TRAIL B PLAN & PROFILE CONFLUENCE PROJECT NO 15105 D11 8" IOWA DOT STANDARD BA20O CUARORNL PAVED SHOULDER - STA 204+20 S : I' = 20' I � FO FO L it, COORDINATE PRIVATE UTILIY CONNECTIONS (BY OTHERS) ETRAIL (BY OTHERS �8A5E BID TRAIL B 6 HIGHWAY 6 }ll—r�-1 -FIL APR 18 ,�1 \ C1TY CL I CITY /( 660 .................. ....... .. .. ..... _ _..... o.eex t'aox 660 .......648. ......... .._.. .. _.. _........ ....._.. ...... _. ..... .._._.. ....... ..53.8 VG ..... ......... ......... ... .,. .._.. ......_. _. ..... ...... .... ....... ... .... .}2.0'.VO ........ ....... .. ........ ..._ ........ ... ... ..__ ....... ........... 645 ... HIG POINT..MEV..646:22 .......... ....... .... .... _._..... ._...._._......_.HIGH.P,MNT-ELEY-= 645:58_......_ __..,..... __...... _._.. ..... ._....... .._... ........ ...... ....... ........LOW-P01FtEV:3 ._._.__ ..... 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AARON GWINNUP ,dd SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf TRAIL B PLAN & PROFILE CONFLUENCEPROJECTNO: 15108 D11 TRAIL IS PLAN STA 208+60 TO STA 212+00 SCkE: I' - 20' 66 660 .......... .. ............ 655 AEET . 655 ... ....... .......... . .... ... ............... 1 ...... ...... - ... ...... .... ... 650 ...... ... ... .......... ....... . ............. ......... ............... ....... — ..... .. ...... .. - ............ ............... ......... .......... .. ...... ........... ... ......... .............. 7777 ............... t77777777 .... ................... ... . — ............... ............. ... ............. ............... ...... 635 ............................ 64 ... ........ ...... .......... ...... ...... ....... . ....... ......... I ..... ........ ...... . .......... ........ I ... ........ 1-1 ...... - ..... ....... ...... .......... . ......... .............. . — .... ...... ...... ...... ...... ............... ............... ............ . ............. ........ ........ 640 ...... ... ...... .......... ............. ...... 11 .... I .............. ...... I ........ ...... ............... ....... ...... ...... 11.1 . .... ............... ....... ....... .... ...... - .... ............ . ............... ...... " ............... ............... ........ ..... ............... .... ........ 635 . .... ..... ............ . ............... ....... ....... . - ..... — ... .......... ...... ..... ...... .... ... ............... ....... ....... ........ , - .... I ........ ........... .............. — ........... I ....... ... ....... ....... ... 11 630 ........... q . ..... ...... ......... .. ........... 625 209+00 202+20 209+60209+60 209+80210+00 5/19/2017 10:15:35 M 0:\1 ol 5011 I\CAD\Dwgs\D\Dl 2.dwg by I PR ED G.R.D. + 20 -- ------ 211+00 TRAIL 8 PROFILE STA 208+60 TO STA 212+00 0 rmsm;�R ly 2 SCO 1* - 20' 1 20 H . ..... ..... ..... ....... 1. ..... .... - .... ....... - ..... ...... .... ......... '4- 212+00 212+20 L1 Il COnFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREEISE, SIJIM IN CEDAR MNDS. A 52401 PR 3194WWI HRGreen CIVIL ENGINEER FIR GREEN INC. 8710 EARHART IANESW PH 319 N1.4000 CONTACT. AAF014 GWNNUP Y ry, cf) (.9 Z 0 CJ=0 0 ry LL � 0 Lu SUBMITTAL DATES ISSUED FOR 019-2017 BD SEf TRAIL B PLAN & PROFILE CONFLUENCE PRWECT Na. 151 D12 660 .......... .. ............ 655 AEET . ....... — ..... 650 .......... . ...... ............... ............... 1 ............... 645 ...... ... ... .......... ....... . ............. ......... ............... ....... — ..... .. ...... .. - ............ ............... ......... .......... .. 640 ....... ..... ............ — ...... .... 1— ....... — .... 11 .... — ...... .. ... ............... ............... ............. ... ............. ............... ...... 635 L1 Il COnFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREEISE, SIJIM IN CEDAR MNDS. A 52401 PR 3194WWI HRGreen CIVIL ENGINEER FIR GREEN INC. 8710 EARHART IANESW PH 319 N1.4000 CONTACT. AAF014 GWNNUP Y ry, cf) (.9 Z 0 CJ=0 0 ry LL � 0 Lu SUBMITTAL DATES ISSUED FOR 019-2017 BD SEf TRAIL B PLAN & PROFILE CONFLUENCE PRWECT Na. 151 D12 A/ d q5A / TRAIL B PLAN STA 208+60 TO STA 21 SCALE 1• = 20• U.S. H W Y 6 BID TRAIL B a 2a' r-za / / / TRAIL B PROFILE 4/15/2017 11:20:33 AM 2 STA 208+60 TO STA 212+00 o W 0 9• 0:\10150111\CA0\Dwge\0\D12.dw9 SCAIE 1' - 20• a- : 1• ILE[ A� 2011 A R 13 AN CITY CLF 0I ,II CIT', Hr \ ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SURE HA CEDAR RAPIDS, IA 52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.841.4000 CONTACT: AARON GWINNUP Y Q a O rz_r^^ rVr^/ 0 O 0 U a o O olf LL 01-1w i -id SUBMITTAL DATES ISSUED FOR 04-18-2017 A. PIT BID SEf TRAIL B PLAN & PROFILE CONFLUENCE PROJECT NO: 15109 D12 I— U.S. H W Y 6 BID TRAIL B a 2a' r-za / / / TRAIL B PROFILE 4/15/2017 11:20:33 AM 2 STA 208+60 TO STA 212+00 o W 0 9• 0:\10150111\CA0\Dwge\0\D12.dw9 SCAIE 1' - 20• a- : 1• ILE[ A� 2011 A R 13 AN CITY CLF 0I ,II CIT', Hr \ ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SURE HA CEDAR RAPIDS, IA 52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.841.4000 CONTACT: AARON GWINNUP Y Q a O rz_r^^ rVr^/ 0 O 0 U a o O olf LL 01-1w i -id SUBMITTAL DATES ISSUED FOR 04-18-2017 A. PIT BID SEf TRAIL B PLAN & PROFILE CONFLUENCE PROJECT NO: 15109 D12 1 TRAIL B STAKING PLAN ® 0 >o• SCALE: 1' - 50' NOON 1'-8tl NOTES. 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. 5/19/2017 9:35:43 AAA D:\10150111 \CA1I\Dw9s\D\D13.Ew9 ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE WG 2ND STREET SE, SUITE 104 CEDAR RAPIDS. A 51401 PH: 318.498.5101 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE 8W PH: 31().()41 .4001) CONTACT: AARON O`MNNUP Y TRAIL B STAKING TABLE POINT NUMBER STATIONING OFFSET ELEVATION DESCRIPTION 201 200+12.16 13.66 636.42 BEGIN 90' RADIUS 202 2B0+89.84 10.59 640.04 EDGE OF TRAIL 203 200+89.75 B 648.2 BEGIN 18' RADNS 284 200+98.89 -9.32 60.48 END 10' RADIUS 205 200+89.75 -10 N/A RADIUS POINT 10' 206 201+88.10 -8.94 640.68 BEGIN 10' RADIUS 207 203.17.23 B 640.75 END 10' RADIUS 208 201.17 23 -10 N/A RADIUS POINT, 30' 209 201+17.39 18.02 60.61 EWE OF TRAIL 218 1 201+75.89 10 642.78 END 90' RADIUS 211 201"7.22 99.82 N/A RADIUS POINT 90' 212 202+53.35 IB 642.44 BEGIN 125' RADIUS 213 203+83.9] 10 645.11 BEGIN 90' RADIUS 214 202+53.35 135 N/A RADIUS PoINT, 125' 215 204+61.56 18 646.84 END 90' RADIUS 216 203+83.99 -Be N/A RADIUS PoINT 90' 217 205+77.69 10 645.34 BEGIN 55' RADIUS 118 206+34.44 10 644.97 BEGIN 65' RADIUS 219 105+77.69 -45 N/A RADIUS POINT 55' 220 207+44.14 10 644.24 END 65' RADIUS 221 206+34.44 75 N/A RADIUS POINT 65' 222 206.84.29 B 6".78 BEGIN 15' RADIUS 223 206+95.70 -7.72 644.6 END 1S- MDIUS 224 206+84.29 -15 N/A RADIUS POINT, 15' 225 2()]180.89 -22.68 644.4 EWE OF TRAIL 226 207+88.32 -19.62 6".55 EWE OF TRAIL 227 20]+0].92 -17.78 6".55 BEGIN 15' MONS 228 2()7+20.03 B fi44.53 END 15' RADIUS 229 207+20.03 -15 N/A RADIUS POINT 15' 230 208+81.59 ]0 fi".91 BEGIN 175' RADIUS 231 2EBHFJ .07 10 645.21 END 175' RADIUS 232 2()B.83.59 1 -165 1 N/A RADIUS PoINT 175' 233 211+55.61 1 10 1 647.65 EWE OF TRAIL NOTES. 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. 5/19/2017 9:35:43 AAA D:\10150111 \CA1I\Dw9s\D\D13.Ew9 ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE WG 2ND STREET SE, SUITE 104 CEDAR RAPIDS. A 51401 PH: 318.498.5101 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE 8W PH: 31().()41 .4001) CONTACT: AARON O`MNNUP Y Q a O z_ F5 U 3! �0�N/ W O LL Ua°o` F r �O�N/ ILL IL w \W\ LL SUBMITTAL DATES ISSUED FOR 03-19-2017 TRAIL B STAKING PLAN CONFLUENCE PRWEOT NC: 151M D13 4/15/2017 11:20:39 AM 0:\1015D1, 1\CAD\Dwg8\D\D13.Ewg I / 1 J II / _ / / 2 2 / 1 - 14 -------- � 4 1 TRAIL B STAKING PLAN 1. f14IES 1. SEE G SHEETS FOR TRAIL AUGNMF INFO. 2. RADIUS POINTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. O 1 41 0 ■ conFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319 409 5401 1{ R HRGreen { CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH: 318 8411000 CONTACT: AARON GIMNNUP -id SUBMITTAL DATES ISSUEO FOR 01 -TB -'MT% BID SET TRAIL B STAKING PLAN CONRUENCE PROJECT NO: 15109 D13 TRAIL B STAKING E POINT NUNBER STATIONING OFFSETVATION OESCRIPTION 291 208,12. 16 13.6 63L.42 BEGIN 90' RADIUS 202 200+89.84 1 640.84 EDGE OF TRAIL 203 200,89.75 0 240.2 BEGIN 10' RADIUS 204 2011 98.8 -9.32 640.48 END 10' RADIUS 205 200+8 -16 N/A RADIUS POINT 10' 206 20 .10 -8.94 640.68 BEGIN 10' RADIUS 207 +17.23 0 640.75 ENO 10' RADIUS 208 281+17.23 -18 N/A RADIUS POINT IB' 209 201+17.39 10.02 640.61 EDGE OF TRAIL 219 201+75.89 10 642.79 ENO 90' RADIUS 261+47.22 99.82 1 N/A RADIUS POINT, 90' 12 282+53.35 10 642.44 BEGIN 125' RADIUS 213 203+83.97 10 1 645.11 BEGIN 90' RADIUS 214 282+53.35 135 N/A RADIUS POINT, 125- 215 202461.56 10 646.94 END 90' RADIUS 216 203+83.99 -80 N/A RADIUS POINT 90' 217 285+77.69 10 645.34 BEGIN 55' RADIUS 216 206+34.44 19 644.97 BEGIN 65' RADIUS 219 285+77.69 -45 N/A I RADIUS POINT, 5S- 220 207+44.14 IB 624.24 END 65' RADIUS 221 286+34.44 75 N/A RADIUS POINT, 65' 222 206,84.29 0 644.78 BEGIN 15' RADIUS 223 206+95 70 -7.72 644.6 END 15' RADIUS 224 206+84 29 -15 N/A RADIUS POINT IS - 225 1 207+00.89 -22.69 1 644.4 EDGE OF TRAIL 226 207+08.32 -19.62 644.55 EWE OF TRAIL 227 297+07.92 -17.78 644.55 BEGIN 15' RADIUS 228 287+20.03 8 644.53 END 15' RADIUS 229 207+20.63 -15 N/A RADIUS POINT IS - 230 208+81.59 18 644.91 BEGIN 175' RADIUS 231 209+12.07 10 645.21 END 175' RADIUS 232 208+81.59 -165 N/A RADIUS POINT 175' 233 211+55.61 10 647.65 EDGE OF TRAIL f14IES 1. SEE G SHEETS FOR TRAIL AUGNMF INFO. 2. RADIUS POINTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. O 1 41 0 ■ conFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319 409 5401 1{ R HRGreen { CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH: 318 8411000 CONTACT: AARON GIMNNUP -id SUBMITTAL DATES ISSUEO FOR 01 -TB -'MT% BID SET TRAIL B STAKING PLAN CONRUENCE PROJECT NO: 15109 D13 5/19/2017 10:12:21 AM 0:\10150111\CAD\Dwgs\O\D14,dw9 Will -PD-FD-FD 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ARE FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. ---- - - - - ---------- - - - - -- G \ m cKr m Q' m ELLE m 2111 % MN�,1Tv FO a TRAIL B h GILBERT ST STAKING PLAN SGLLE: 1' - 10' vc� �6N � 1• - lo' U S H W Y 6 FO ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE NO 2ND STREET BE, SUITE 106 CEOM RAPIDS, W 52401 PH: 3184095101 HRGreen CIVIL ENGINEER HR GREEN INC. 8719EARIWRTLNJESW PH: 310861ADW CCNTACT: AARONGWNNUP TRAIL B STAKING TABLE 234 211+87.54 0 647.8 EWE OF TRAIL V/ 235 211+85.40 -16.58 648.05 EWE OF TRAIL 236 211+93.46 -16.69 648.05 OL EDGE OF TRAIL 237 211+95.60 0 647.8 EDGE OF TRAIL ry 238 212+00.02 0 647.8 BEGIN 70' RADIUS 239 212+00.02 10 647.65 BEGIN GO' RADIUS 240 212+15.45 1.72 64].5] END OF 70' RADIUS 241 212+13.24 11.47 647.59 END 60' RADIUS 242 212+30.49 3.17 647.35 END 60' RADIUS 243 212+30.79 13.16 647.5 END 70' RAUIUS 244 212+39.54 2.89 646.86 TOP OF CURB, 1/2" DROP CURB 245 212+38.79 12.92 647.02 TOP OF CURB, 1/2" DROP CURB 246 212+38.46-6.43 N A TOC. STD 6" , BEGIN 51' RADIUS, lNCTH E%ST 247 212+35.17 24.81 ry q TOC STD 6" BEGIN 51' RADIUS, NATCH E%ST 246 212+00.02 70 1 N/A I RADIUS POINT, 60' 249 212+28.67 -56.81 N/A RADIUS POINT, 60' 250 211+88.56 4.11 N/A RADIUS POINT, 51- 251 213+00.52 10.86 WIN TOP OF CURB, 1/2" DROP CURB 252 212+97.79 1.12 647.31 TOP OF CURB 1/2" DROP CURB 253 213+09.07 9.83 W).8) EWE OF TRAIL 254 213+07.87 -0.1 61),8) EWE OF TRAIL 255 213+19.20 8.61 W102 EWE OF TRAIL 256 213+17.49 -1.26 618M EWE OF TRAIL 257 213+15.21 9.09 AX96 EWE OF TRAIL 258 213+15.73 14.46 N/A HATCH EXISTING 259 213+20.11 13.98 N/A HATCH EXISTING 260 213+13.51 -0.78 6 7 EWE OF TRAIL 261 213ri1.11 -8 A3 N A HATCH EXISTING 262 213+16.04 -9.68 N/A HATCH EXISTING 263 213+04.48 17.62 N/A TOCSTD 6" , BEGIN 35' RADIUS, HATCH EXST 264 212+97.55 -1.49 N/A TOC STD 6" BEGIN 35' RADIUS HATCH EEST 265 213+32.50 -3.36 NA RADIUS POINT, 35- 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ARE FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. ---- - - - - ---------- - - - - -- G \ m cKr m Q' m ELLE m 2111 % MN�,1Tv FO a TRAIL B h GILBERT ST STAKING PLAN SGLLE: 1' - 10' vc� �6N � 1• - lo' U S H W Y 6 FO ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE NO 2ND STREET BE, SUITE 106 CEOM RAPIDS, W 52401 PH: 3184095101 HRGreen CIVIL ENGINEER HR GREEN INC. 8719EARIWRTLNJESW PH: 310861ADW CCNTACT: AARONGWNNUP SUBMITTAL DATES ISSUEU FOR 05-19-2017 BID SET ADD. /1 de f2 S GILBERT ST & HWY 6 INTERSECTION IMPROVEMENTS CONFLUENCE PROJECT NO 15W6 D14 Ill�^^ V/ Z y (� L U OL U F- = a O o Z O ry LL Nw L.L SUBMITTAL DATES ISSUEU FOR 05-19-2017 BID SET ADD. /1 de f2 S GILBERT ST & HWY 6 INTERSECTION IMPROVEMENTS CONFLUENCE PROJECT NO 15W6 D14 660 660 ............................ .. _. _.... L. A...... 655 655 .......................... 650 ......................... ......................... 645 650 ................. 645 TRAIL C PLAN 1 STA 300100 TO STA 305+00.4&0 20 SCALE: 1' = 20• Z9U+bU .5UU+UU /:344\20\0/15201111CDDwDM\ D\D20.aw9 oulluu TRAIL C PROFILE TVV JVJTVV 2 STA 300+00 TO STA 305+00 0 20 o s• SCALE: 1' = 20• lommmsomiR 1 20 HORIZ, 1 5• MRf. E:Pf Z.n 0- ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 0002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8910 FARHART LANE SW PH: 3109H ADDS CONTACT: AARON GWINNUP �Y LL In (V) VJ ~ U Q� < O U :c0 0 Z 0 ry LL W "dd SUBMITTAL DATES ISSUED FOR 0{-18-2017 BID SET TRAIL C PLAN & PROFILE CONFLUENCE PROJECT NO: 15100 D20 660 ............................ 655 ............................ sr 650 ................. 645 Z.n 0- ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 0002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8910 FARHART LANE SW PH: 3109H ADDS CONTACT: AARON GWINNUP �Y LL In (V) VJ ~ U Q� < O U :c0 0 Z 0 ry LL W "dd SUBMITTAL DATES ISSUED FOR 0{-18-2017 BID SET TRAIL C PLAN & PROFILE CONFLUENCE PROJECT NO: 15100 D20 �i ■ I i� i t {o-,11�1 e• I p p'� MERNA . F i •< I .11 TMIL C STANIN6 TABLE POINT NUMBER STATIONING OFFSET ELEVATION DESCRIPTION 301 300+80.08 0 6616 END TRAIL A, BEGIN TMIL C 302 300,00 OR -18 665.65 BEGIN 399' MDIU3 383 300.85. 89 -66.31 665.86 END 193' RADIUS 304 300100.00 -205 665.22 MDIU3 PoINT 195' 305 N/A 3% N/A 30] N/A 3M N/A 309 N/A 338 N/A 331 N/A 31] N/A 313 N/A 316 31MBN2.41 -58.76 665.8 END TMIL C BEGIN TMIL A 315 301N6.61 -15.87 645.71 EM 30' RADIUS 316 385113.62 -N.01 663.)9 RADIUS MINT, 30- 317 391M0.21 -10 563.63 END 373' RADIUS 3" 381+41.31 -383 N/A MOIUS POINT 273' 319 391N7.33 -10 663.63 BEGIN 123' MDIUS 320 381:97.33 -139 N/A RADIUS POINT COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 101 CEDAR RAPIDS. W 52101 PH'. 319 109 5601 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 FARHART LANE 6W PN: 319 Ul AMID CONTACT: AARON GWINNUP Q d Z_ � � U 0 Lu o U a o Z 0 O L.L LL. L.L W L.L SUBMITTAL DATES 133' 321 302138.34 -10 663.63 END 123' RADIU3 COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 101 CEDAR RAPIDS. W 52101 PH'. 319 109 5601 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 FARHART LANE 6W PN: 319 Ul AMID CONTACT: AARON GWINNUP Q d Z_ � � U 0 Lu o U a o Z 0 ISSUED FDR 04-18-2017 BID SET TRAIL C STAKING PLAN CONFIDENCE PRQIECT NO 15106 D21 O L.L LL. L.L W L.L SUBMITTAL DATES ISSUED FDR 04-18-2017 BID SET TRAIL C STAKING PLAN CONFIDENCE PRQIECT NO 15106 D21 660 655 650 645 640 635 630 625 TRAIL D PLAN 1 STA 400+00 TO STA 404+42 SCALE: 1' _ 20' L.A. ...... T L o ... .... 0 .' ... .. c .... .... r TRAIL D PLAN 1 STA 400+00 TO STA 404+42 SCALE: 1' _ 20' 399+OV 4VV+VU 4/15/2017 11:20:43 AN 0:\10150111\CAD\Dw9s\D\D30.Uw9 VIT�� TRAIL D PROFILE 'V`TVV 'V TVV 2 STA 400+00 TO STA 404+42 a zo o s SCµ E: 1• _ 20• r — za' xaR¢. r - s' WRr. 660 655 650 645 640 635 630 625 xu,r+80 COf1FLUE�ICE LANDSCAPE ARCHITECT CONFLUENCE 002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319609510, i ■ _ CIVIL ENGINEER HR GREEN INC. 8710 EARHgRT LANE SW PH'. 319.84140M CONTACT: AARON GWINNUP Y Q I1 U) � U Cn < O U =LL a_0 Z � O LL LLI ,% SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf TRAIL D PLAN & PROFILE CONFLUENCE PROJECT NO 15108 D30 .' r � .r .• , rr.r r ..r•r r r it as 399+OV 4VV+VU 4/15/2017 11:20:43 AN 0:\10150111\CAD\Dw9s\D\D30.Uw9 VIT�� TRAIL D PROFILE 'V`TVV 'V TVV 2 STA 400+00 TO STA 404+42 a zo o s SCµ E: 1• _ 20• r — za' xaR¢. r - s' WRr. 660 655 650 645 640 635 630 625 xu,r+80 COf1FLUE�ICE LANDSCAPE ARCHITECT CONFLUENCE 002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319609510, i ■ _ CIVIL ENGINEER HR GREEN INC. 8710 EARHgRT LANE SW PH'. 319.84140M CONTACT: AARON GWINNUP Y Q I1 U) � U Cn < O U =LL a_0 Z � O LL LLI ,% SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf TRAIL D PLAN & PROFILE CONFLUENCE PROJECT NO 15108 D30 0 48 �\ °oda;\ \, \ T FRK 10 d'AOWA FT` / Pis ` \ •\•Y / W 645 \ \ Op \ / 4024-00 Bas - \ o 00 1 TRAIL D STAKING PLAN S 1' a 20' ,. C11E: MOTES, I. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. 4/15/2017 11:20:10 AL1 0:\10150111\CM\DwgR\D\D31.Gwg TMIL 0 STAKING TABLE POINT MIYBER STATIONING OFFSET ELEVATION DESCRIPTION 401 408.08.08 0 646.13 EMD TMIL • BEGIN TM11 D N3 480 811.06 10 6N.Q BEGIN 195' RADIUS N3 40h90.26 29.17 6NJ1 FIO 195' RADIUS 4M IBM63.39 18.9 645.95 EMD TMIL D, BEGIN TMII A NS 40W0B.00 205 645.22 RADIUS PoINT 199' 486 408.66.66 16 649.94 RADIUS POINT 6' N] 40M66.96 10 649.99 BEGIM 345' RADIUS Nt 481+14.91 10 645.28 EDGE OF TRAIL 409 N1+21.33 IN 649.1 ENO 245' RADIUS 410 111+)6.)9 -339 N:/:A: RADIUS COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE 101 CEDAR RAPI05, IA 6b01 PH'. 319 409 54 01 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.8d1000 0 DONTACT:AMON GWINNUP Y d Z � r U NONE LL Of 0 U o a Z � O PoIM 249' BEGIN S' MOIUS 411 N2+2t.]2 19.]6 649 EMD 9' RADIUS 413 483+3].lt 19 649.)3 RADIUS PoIM 9' COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE 101 CEDAR RAPI05, IA 6b01 PH'. 319 409 54 01 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.8d1000 0 DONTACT:AMON GWINNUP Y d Z � r U NONE LL Of 0 ISSUED FOR 04-18-2017 BID SET TRAIL D STAKING PLAN CONFLUENCE PROJECT NO: D31 U o a Z � O LL w N> LL SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET TRAIL D STAKING PLAN CONFLUENCE PROJECT NO: D31 660 655 650 645 640 635 630 625 .................._ _._. ..... ...... ... ....... .. _... ........ ...._ _..__.. 8'POIRIT N-'644:6 . " POINTSf - 500+34 R ...... ......5 5.. ni .�.... TR 4L E PROF ... + A. K C.92 �m $$i � STING, GRN 1.70011 ...... ..... ... _..._ ..... .... ............................................ ............................................ ........................................ .......................................................... .......................................................... ............ ............ .............. .............. .............................. ............................. ................. ...................... ............ ............ .... .......... ............. ........... _. TRAIL E PLAN 1 STA 500+00 TO STA 502+48 m SCALE 1• _ 20' .......... ..._......... ...._............ ......__. _... ........ ...._ _..__.. 8'POIRIT N-'644:6 . " POINTSf - 500+34 R PN -UX - 500+60.00 .�.... TR 4L E PROF A. K C.92 �m $$i � STING, GRN 1.70011 ...... ..... ... _..._ ..... .... ........... .. ........................................ .......................................................... .......................................................... _.. ,....................... _... ............. ............. ................. ...................... ........................... _................................... .... .......... ............. ........... _. 499rov vvvrvv DVI*UU JUZ+Uu TRAIL E PROFILE 2 STA 500+00 TO STA 502+48 0 29• 9 w 4/15/2017 11:20:00 M SCAIE 1• - 20• 1� 1� 0:\10150111\CAD\Dwgs\D\D40.Erg 660 655 650 645 640 635 630 625 5u3+00 FILED 2011 APR 18 AN 9- 48 CITY CLERK l04"!A CIT Y, 1010A ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 900 2nD STREET SE. 04 SUITE 1 CEDAR RAPIDS, W 52401 PH'. 319.409.5W1 HRGreen CML ENGINEER HR GREEN INC. 8710 EARIIART IANE SW PH: 3MMI 0000 COMACT:AARONOWINNUP 1I Z U O 0 � O Ua o F Z 0� LL/ aL w -/ SUBMITTAL DATES ISSUED FOR 04-16-2077 BID SET TRAIL E PLAN & PROFILE CONFLUENCEPRQIECTNO: 151M D40 conFL FILED " 2011 APR 18 AM 9' 4 CJTY CLERK �--=- -------- --- ------ -__= -- —------ CITY, MIA =---------- ------------------- IOWA 0 -'-Z7=___`=_--___:_ ----------------______ _____ __-_______________ 84p __________- _ -------------- 1 j , 5pz+0p 6 45- 502+ IC 1 \ i ------------- 1 TRAIL E STAKING PLAN SCN£: 1' TD TRAIL E STAXIMG TABLE POINT NUMBER STATIONING OFFSET ELEVATIgI DESCRIPTION 501 900.19.69 -19.68 NU RADIUS POINT, S].]' 981 500+08.08 ].99 666.96 BEGIN S7.7' tADIDS 983 908+21.]1 98 N/A M DIU9 PoIMT S•' 980 900+21.71 t 664.69 BEGIN SB' RADIUS 989 500+39.91 19.87 6H.39 END 9B' MD1.US 986 500+51.16 16.]] 6N.89 END TRAIL E, BEfiIX TRAIL.F 90) 988+57.13 M 17.09 6.9 BEGIN 4' IUS RAD 908 9B8K9.5] 31 6N.61 RADIUS POINT 1' 9B 901+11.69 -259 N/A RADIUS POINT, 269' SIB 900+99.97 IB 6M.69 BEGIN 260' RADIUS 911 901g9. B8 IB 666.] END 260' RADIUS911 N4g5: 501+79.89 0 BOG .8 EMD TRAIL 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 1. RADIUS POINTS ME FOR CURJES NOT DIRECTLY ON REFERENCE AUGNMENT. 4/15/1017 11:20:15 AM 0:\10150111\CAD\Dwgs\D\D41.Bwg conFL E BEGIN TMII uEncE LANDSCAPE ARCHITECT CONFLUENCE WO 3N0 STAEEf SE. SUITE 10t CEDAR RAPIDS. a 52401 vH: 3194095401 HRGreen GMl ENGINEER HR GREEN INC. 8710 EARHMT LANE BW PH: 319.841 .1000 COIRACT:AMON GWINNUP L LL W SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf TRAIL E STAKING PLAN CONFLUENCE PROJECT NO: 15106 D41 ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 00 2N STREET SE, SUITE 1 W CEDAR RAPIDS,A 82401 PH'. 319409.54D1 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARH4RT LANE SW PH: 319JMIA000 CONTACT: AARON GWNNUP Y Q U) O Z_ � U in O � � O O =UL a 0 Z � O ry H rlr Lu .o SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf TRAIL F PLAN & PROFILE CONFLUENCE PROJECT NO 151 EE D50 4/15/201] 11:20:48 Ald 0:\10150111\CAD\Dwgs\D\D51.dwg TRAIL F PLAN 1 STA 602+60 TO STA 605+47 0 m• SCNE: ,- ® 20' IKAIL Y FKurlLL 2 STA 602+60 TO STA 605+47 0 20• 0 s 20• I � 20• IMMtlZ. 1' � s' NRf. 660 655 650 645 640 635 630 625 +80 J 9: 4 8 K ) VIA ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE. SUITE 104 CEDAR RAPIDS. W 52401 PH'. 319.4095401 CIVIL ENGINEER HR GREEN INC. 0710 EARHART LANE SW PH'. 319."1.4000 CONTACT: AARON GW,NNUP Y Q n. C� Z_ U O W 3: O U = o Z w LL w W IrJ SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET TRAIL F PLAN & PROFILE CONFLUENCE PROJECT NO: 15106 D51 ISI y4 - �y i , - - p 20' Af -------�C� I w {5 \\ \\ \ f _ \ D , � � \ t°NST � " 4] YN � •• 645 9 10 11.F0p iB- 645IL' '' rl TRAIL F STAKING PLAN w 4/15/2017 11:20:15 AM 0:\4)150111\CAD\Dw9=\D\D52.ew9 NOTES 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ARE FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. ♦ ; r T YE 10•Ct , ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 1194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART UNE SW PH: 3198411000 CONTACT: AARON GWiNNUP Y rU) v Z MU I O W ?! O U nz o Z O w LL w \W ,id SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET TRAIL F STAKING PLAN CONFLUENCE PROJECT NO: 15100 D52 TRAIL F STAKING TABLE POINT BIINBER STATIONING OFFSET ELEVATION DESCRIPTION "I 6ERI 14 19 663.58 END TRAIL G BEGIN TRAIL F "I 682+93.60 10 663.75 EDGE OF TRAIL 693 602+03.68 0 6/3.6 EWE OF TRAIL 6" 682+32.98 1.37 660.44 EWE OF TRAIL 605 641 18 644.70 BEGIN RADIUS GAS 602+31.55 11.63 600.59 -20. BEGIN 19' RADIUS 607 602+41.37 32.18 645.77 EXD b' RADIuS 600 682+41.45 22.18 605.61 END 111' RADIUS 6" 602+41.53 12.16 N/A RADIUS POINT 20' 610 682+43.21 32.2 645.88 EWE OF TRAIL 611 1 682+43.41 1 22.2 645.71 1 EWE OF TRAIL 611 682+78.97 32.57 645.119 ENE OF TRAIL 613 682+]9.1] 22.57 645074 EWE OF TRAIL 614 602+94.76 32.95 005.5] BEGIN AS RADIUS 615 602+94.97 32.95 645.42 BEGIN 3S' RADIUS 616 603+13.13 29.49 645.27 END 45' RADIUS 617 603 .211 29.26 "5.13 END 3S' RADIUS 618 602+95.81 -12.0+ N/A RADIUS POINT 45' 619 603+50.63 13.85 644.45 BEGIN "' RADIUS 626 603+46.78 4.62 6".3 BEGIN "' RADIUS 621 603+69.87 18 643.97 EWE OF TRAIL 622 683+69.87 a 643.82 END 60' RADIUS 613 1 603`69.87 I 68 645." 1 RADIUS POINT W, 624 60++86." 25.53 644.52 END SW RADIUS 625 694411.56 IS." 6".5 I END TRAIL F BEGIN TRAIL A 626 641 14 644.31 F RADIUS POINT A- 627 604416.42 19 644.1 END 4' RADIUS 6]l 605+47.22 10 649.5 ENO TRAIL F BEGIN TRAIL E 619 642+23.35 9 644.59 EWE OF TRAIL 638 602+27.3 -25.25 "3.59 NATCM EXISTING "1 602+36.]2 -13.73 643.31 m- EKISTIXG NOTES 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ARE FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. ♦ ; r T YE 10•Ct , ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 1194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART UNE SW PH: 3198411000 CONTACT: AARON GWiNNUP Y rU) v Z MU I O W ?! O U nz o Z O w LL w \W ,id SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET TRAIL F STAKING PLAN CONFLUENCE PROJECT NO: 15100 D52 r� �_ � �I,�I-• l ��ll I R r a IraIRMONo r ►gals conFLUE(10E LANDSCAPE ARCHITECT CONFLUENCE 000 2ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319400.5401 CIVIL ENGINEER HR GREEN INC 8710 EARHART LANE SW PH: 318 541 4000 CONTACT: AARON GWNNUP Y Q U) r V z u U) OW 3i V= o U LLO H d Z � O Ir - LL Lu SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf RALSTON CREEK KEY PLAN CONFLUENCE PROJECT NO: 15108 E1 n0 G lr- RALSTON CREEK PLAN 1 STA 51+00 TO STA 56+00 On SCALE: 1' - 20' 1. I�1ISEE DUAL G ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE CEDAR BTPEEfA%MMTE ld CEDAR RAPI[I5, IA SNDI PH: 310.4095101 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE SIN PH: 318511.4000 CONTACT: AARON GWNNUP Y LL n - '•�Q���• �••`•\:. Uf TOE OF P TO _ 'LL'^^ VF/'1 CLASS D I CLEW D RIP POP EIEV 8JD WXIS (D INGB TO WTCH EXISTING BENCHES AT \`: \ ".` `♦ OS (KEY INTO IXIS R4G WK TO EXISTING RELANING WNL) REMOVE TREES MOM &WN (REFER U � `:��� �:'-, • •• \- \ - SE L 3/81 . MINIMIZE TO HI FOR REOF d: PROTECT DISTURRWCE U ;` � ��;;�\•♦ `` \ SOIL OF BANK SOIL BAN REBUILD EXISTING SLOPES O 3: O CJ o d Z ' - \�♦•• �� _ _ _ lY LL Lu ----- 00 1 55+00 X{TY O N C R E E�It" I� _ Y ---------- SEE SHDIET Cl �_ `• "- `_•_`_-, _!NEC I � p'p� _ _ ____ ----------- n0 G lr- RALSTON CREEK PLAN 1 STA 51+00 TO STA 56+00 On SCALE: 1' - 20' 1. I�1ISEE DUAL G ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE CEDAR BTPEEfA%MMTE ld CEDAR RAPI[I5, IA SNDI PH: 310.4095101 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE SIN PH: 318511.4000 CONTACT: AARON GWNNUP Y LL n 'LL'^^ VF/'1 (D Z U U O 3: O CJ o d Z lY LL Lu ISSUED FOR OS -OB -2017 BID SET ADDENDUM �1 RALSTON CREEK PLAN & PROFILE CONFLUENCE PROJECTNO: 15IN E2 0 CJ 0 0 3 Y 650 645 I 640 I . 635 r .. 630 625 y RALSTON CREEK PLAN STA 51 +00 TO STA +00 ® 0 ..... ........_.. ... ..__ .. ._.......... ...... op .... ....... ............. .. .......... ._.. ._.... .... ._..._.. _............. ......._..... _. ....,.... ........ .. ............ ._....... ._........ ._.. ...... .._..,.. II 1 I 1 650 ..... .........._ _ - ...... _........ ....... .._..._. .,. ::. __.... ._. • ......... . ........... .. 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I....... ._......_ _.... _....__...... ..... ... _..._..... ..__._... _.. _............... .............. .._..........._..,.... ._... .... _......_ _. ...._........ . 645 ..._ _.... _.. _ ........ _....... ............... ......__... ............_ .... ....... _- ............ .......... _.... ..... .......... _. _..,. ............ ....... ....._.. ........ _. ..... _,_ .._....... ......... .. _........ ........ _... ._ ..._ ._..... ........ .. ...... ._..... ...._. .. ......... ....... .. ...... ._ _. ._.... ....... PVI _...... 7A 54+5 .. Im o... N m r ........ ._,_ .. ...... _.. ....... .._... 640 ._. ....... ..._ . DO ..__.. <. ... ..... ._._, 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+40 53+50 53+8D 54+00 54+20 54+40 54+60 54+80 55+00 5 ._.. ....... .... -. ..._ ... .... ..... ......... ....._.. 10'.WIIT AE38. ........ ... c ...... PROPOSE D ON CR K ._... . T/PIPE BS8.18 � 1 GRAUE 0 NF1 CC RUNE ....- ._......_ .... � ._.. .._...... .. ............. ....._._..... - .. ..... .......... ......... _. ._... 12'.SAN. .,.. AERVL.. .....� ..... ... IXISTNG. C.. E .. �. .. .. ...... ......... ._ 635 ._.. ...... .. .__ _.. ..._ ........... ...... _._..._ ._. _. .... _... .__._ T PIPE E 838.1 ._._... ........- .. -. ........ ......... .. .. NtlRMAL p L fiEV:_ . 220 _ ... .. .... —. _ RMN. F _ .ELEV. &3 7a.... ___ _ 4/15/2017 11:20:04 AM 0:\10150111\CAO\Dwgs\E\E2.dwg RALSON CREEK PROFILE 2 STA 51 +00 TO STA 56+00 0 29 0 5• SCALE: 1� � CWFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE IN CEDAR RAPIDS, IA 52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 6710 EARHART WJE SW PH: 3194414996 A 'SUBMITTAL �mDATES �q�� ISSUED FOR 04-18-2017 BID SET FOOL- OF RALSTON CREEK PLAN & PROFILE CONFLUENCE PROJECT NO: 15106 E2 rv8 - ..... ...... ...... ......_...... - _.... ...._...... - ........ _...GRADE' PSTREIM'O ....... 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ConFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE m02ND STREET 8E, SUITE IM CEDAR RAPIDS, IASWH PH: 31B40L5401 I• HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319MIAM CONTACT AARON GWINNUP Y v) (D Z � U U) � O � 0 U =o EL 0 ~ Z O LL. L.AL Lu SUBMITTAL DATES IssuED FOR OS -O6-2017 BID SET ADDENDUM �1 RALSTON CREEK PLAN & PROFILE CONFLUENCEPROJECTNO: 15108 E3 S D U B U Q U E PROFECT OUPoNC � w (� NSTRUCTION ASN (12'f OOTIpNg0O5 SYCAMORE ASH (127 • SYCAMORE Z•./ W (127 W�COITONWOOD c LoA, (67 -OAK (15j IMSYIOOD (la-) -ASH (167 / •'• -m A REMOVE TIES, RALS. BALLAST, TMBER RUNNING WALLS, BRIDGE PIERS (BELOW GRADE) A BRIDGE I � GN( (>f�a ZI 8 FDTEMPORN6LY PLUG EXST J) STORM PIPE (FIELD VERIFY Ot OOBSITE DEPTH k LOCATION) aROMPONE APES STORM INTAKE AND vR REMOVE PCC PAVEMENT PROTECT UNDERGROUND S T J �TEIEPHONE (FIELD VERIFY DEPTH k LOCATION) S C L I N T O N i i 5/12/2017 4:22:24 PM 0:\70150111\GAD\DW9e\H\Hl.d.9 ,,e-CIVITOMMOD (24") - io1n_ —' RE k REMOVE HMA TRAIL REMOVE FIBER OPTIC BOX AND UNDERGROUND FIBER OPTIC AS REOUIRED FOR CONSTRUCTION (E0. NO LONGER IN USE) REMOVE AND STOCKPILE - RIPRM FOR RE -USE ON SITE ONLY AS NECESSARY FOR SITE GRADING (PROTECT UNDERLYING 84' SAlTMY PIPE) C ESTIMATE REFER TO I IRS RIP PAP. IX ..SEWER PPRON7CI GROWING OUT OF 'LY HERBICIDE TO I PROHIBIT RE -GROWL LPA (24- / mom (167 / 67 REMOVE AND RON EXISTING FLARED SEE NOTE ON E6 l / IN.f- A 6 Y.W 6 SWT SW REMOVE PREVIOUSLY iavIRABANDONEDD SMRNTf SEWER AS REWIRED PROTECT M -PUCE EXISTING FOR CONSTRUCTION R1'ORVMf, VALVE I WATERNNN a /REMOVE HMA URAL PROTECT REMOVE RAILROAD d / POWER- CR SIGN a EST. ONE ! PowEK / PEKES TO BE RE -LOCATED Br oTlg7s REMOVE TIES Q RAILS TO PROPERTY UNE AT EACH C BAN F 9IW r 9M1 �'� END _ _ _ _ _ _ i r, REMOVE HMA TRAIL // PROTECT POWER POLE PROTECT RUNNING WALL I /A/ I I I ! GRATE SIGN IXISIINC FOUNDATION I I b l I I MPRX. 0 BELOW (_J / GRADE - EJ7 600�G{• III I EOSIING FIXINDATON / PROTECT N1 SANITARY APPRX, EBELOW DW ES STRUCTURON SITE � - � II & POWER POLE �E BE RETIE-IDGTED - I I MISTING FOUNDATION of OTHERS 9 - ELEV BELOW GRACE — � I CRN)E = 640 I �I I I I NEa 141 RNER BpNLK P R \ II I i i i i i 1 REMOVAL PLAN o w' SCALE 1' - w' � p I. - MY GEHEBALN�.4: 1. UNLESS SHOWN AND NOTED ON THIS SHEET AS 'PROTECT - REMOVE ALL TREES FROM SITE (MPRX. 4 ACRES) INCLUDING ALONG IOWA RVER AND BOTH BARKS OF BASTION CREEK. IROAD BRIDGE MATERIALS TO BE (SID OUT ONSITE FOR INSPECTION NID POSSIBLE REUSE USE REASONABLE WE IN REMOWNG RORUNGS (CUT ABOVEM5. PULL OUT OF GROUND), HORIZONTAL TIMBERS. RAILS TIES. T,3 SrpLFASN(l OUSTING STUMPS ALONG 1 \ 1 :RIGHT -OF --WANE BELLOW IXISTING (_ GRADE. DO NOT PULL THE STUMPS, DUE TO POTENTIAL IMPACT TO MIACENT UNDERGROUND UTI -TES. / 3 / / / ConFLUEnc LANDSCAPE ARCHITECT CONFLUENCE wO2ND STREET SE. SUITE 1N COMB RAPIDS. M 5201 PH. 019/095/01 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARNP LME SW PH: 819.511 AOw CONTACT: AARON GNANNUP ISSUED FOR 05-19-2017 BID SL7 ADD. j1 h /2 REMOVAL PLAN CONFLUENCE PROJECT NO 15108 H1 NY LL Q VJ Z > v! ~ U7 T C) O � � � O CJa0 Z Df LL Df Nw LL SUBMITTAL DATES ISSUED FOR 05-19-2017 BID SL7 ADD. j1 h /2 REMOVAL PLAN CONFLUENCE PROJECT NO 15108 H1 S D U B U Q U E REMOVE U S C L I N T 0 N S / / / / / / / 6/4/2017 1:26:35 PM O:\10150111\CID\DW9.\H\H1.8N0 / TEMR]RARLY PLUG EXST STORM RPE (FlEIZUN)LOCATION)TIO 110 S2E, DEPTH Q LOCATION) RENOVE STORM IMAIQ AND RPFS REMOVE PCC PAVEMENT �PROTECT UNDERGROUND lE1BPNONE (FIELD VERIFY OFPIH O LO ELD 1K� -PROIECT IN -RACE DOSING HYDRANT. VALVE ! WATERWIN -RENM HNA TRAIL -REMOVE RAILROAD CROSSING SQ4 -REIII0W TIES h PALS TO R, REe REMOVE HMA TRAIL � RDIOV£ FIBER OPTIC BOX AND UNDERGROUND FIBER OPTIC AS REWIRED FOR CONSTRUCTION LF.O. NO UONGM IN USE) RENOW MWOUAY ABANDONED SWTMV SEWER AS REQUIRED FOR CONSTRUCTION PROPERTY LME AT EACH w' .N4." SMTVBAv—� END r_____- I I I J L, T POWER PGE I I I I SANITARY ON SITE EOSIING UE'l BE M IPPIO(. ION FFO fflOW _ _GRADE 610 I I I J II I I L I I I I I I I I I II I I I I L _ EX6 FOUNDA110N I I J L MAUL ELIN BELOW E GRADE - 637 L_ MISTING FOUNDATION MPR%. ELEV REJOIN GRADE _ 616 / 2. RAILROAD BRIDGE MATERIALS TO BE / D(ST. ONE !POWER TTO BE RE-LOfm ES O PEES UA BY „cam C� DO NOT DISTURB RIP RESET STORM SEWER DOWN TREES GROA1N PIP AND APPLY HER � AND STOCIQ'lE RPPIP TOR RE -USE ON SIE ONLY AS NECESSARY FOR SIE GRADING (PROTECT UNDERLYING 64' SANITARY RPE) /R\VER \ 0 W A W—W. W—r E%ST. ONE ! POLES TO BE BY DINERS REMOVE 'RETAMING wAl PROTECT SIGN - & GATE / / / / / 1 REMOVAL PLAN 2 I GEtlNEBAI tltlDIE4 1. UNIE55 SHOWN AND NOTED ON THIS SHEET AS'PROTECT' - RLL EEESR) INLLCAIBO"AID 11 BOTH Skin OF PI15Tp1 CREEK / 2. RAILROAD BRIDGE MATERIALS TO BE LND OUT ONSRE FOR INSPECTION AND POSSIBLE REU USE FFA CARE REVWNG V �r ^`••IS��RWND PIUN4 (CUT ABoIc GRADE W NOT PULL CUT OF GROUND). HCRIZONTII TIMBERS. / / FA ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9W 2ND STREET SE, SUITE 1M CEDAR RAPIDS, A 52401 PH'. 019.409.5401 H RGreen CIVIL ENGINEER HR GREEN INC. 8110 EMHART LANE SW PH'. 019.841A000 CONTACT: AARON GWINNUP i -A SUBMITTAL DATES ISSUED FOR OS -OS -1017 BID SEf ADDI7NWM �1 REMOVAL PLAN LANCE PRWECTND. ISIN H1 S D U B U Q U E 31 /REMOVE/ I IF I� U' l�I'I�JIi' _ ���lll,l�llllllll,;ill;;I)Il�illl "��' II I — I rEJQSTING FOUNDATION GRADE. 0 — / EIEV BELOW GRADE 8I0 i / / / / / 4/15/2017 11:20:01 AM O:\10150111\CAD\Dwgs\H\HI.ar9 DIST. OHE GPOWER— POIE TO BE RE—LOCATED 61 OTHERS O W P / / / / i i REMOVAL PLAN 9 w• `/fes L - GFNF NOTF5: 1. UNLESS SHOWN AND NOTED ON THIS — SHEET AS •PROTECY — REMOVE ALL _ — TREES MM SITE (APPRI. 4 ACRES) IN MNG ALONG IOWA RIVER AND RS OF RALSTON CREEK. BRIDGE MATERIALS TO BE OVT ONSITE FOR INSPECTION AND POSSIBLE REUSE• USE RFASONAE E CME IN REMOVING UNGS CW ADM 13'14511) a 'T B. RAILS. TIES. - Y CLERK / J FA conFLUEncCE LANDSCAPE ARCHITECT CONFLUENCE N00ND STREET SE, SUITE 101 CEDAR RAPIDS, IA 53401 PH: 319408 N01 HRGreen CIVIL ENGINEER HR GREEN INC. 8718 EARHART LANE SW PH: 318.8410000 Y z U) U O LIJ 3: U = LL LL EL ° H r z L) w W id SUBMITTAL DATES MTE ISSUED FOR o4-to-zon BID SET REMOVAL PLAN CONFLUENCE PROJECT NO 15108 H1 ConFLUEME LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUI1T:101 CEDAR RAPIDS, A 52401 PH: 319A095M1 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 E4RHART UNE SW PH: 319.1411.4000 Y I lW�����l a d rUn] V e Z COMPI � VJ O L3 o U = # n� - • __ _ '��a i 6 3 N Nil �. _ — -- _ 73+56 1 —• ~ Z i f---------------------------------- J - w - of Lu By Q\ .IDN ,,_ - 1 VERIFY --------------------- _ _ _ _ �- ----- _ '-_____,_, e HWY 6 AND TRAIL ALIGNMENT FROM 1 IOWA RIVER TO S GILBERT STREET ®KEY BCAI£: I' = 30' W" NOTES:O 1 LTILTY LOCATION FOR NEW 100 -MAP. 120/2COMING RIII 3-NRE tzo/2w-VAC. 1 -PHASE 3 -WIRE ELECTRIC SQMCE. 2 NEW BURIED FIFCTRIC SERVICE: DIRECTIONALLY BORED FROM UTY POISING POLE TO NEW LICONTROLLER UI UT ADEQUATEPOU BASE COIL REACH SER OR - TNtS FOR FINAL TNRN (\1 i• _ __ _ _______ _ _ _ O_ __ _---��'�' I `v`-_-__`` �1 3 NDETAI EC SIO TO DESCRIPTION MID MSOCKL«T v -•_ ------ _ _ ___ _ - ___ __ _i ^\ I METER SHED AND INSTALLED BY -_ __ _ -' _------ _ __. • _ fl ELECTRIC& CONTRALTO LOCATED ON EXTERIOR SIDE OF CONTROLLER CABINET. , ExlcnNa Ta STC SI.Nu O IDI EXISTNG SGN4 E IC -` / }� SIGLLOORFMiNGS DISCONNECT /J!D RENOK BRRAI! CIRCUM�FTO : X6,0 Y_� -�� ___ v`. - ' -. FOR CMNS.O • /-_�` O _ _ _ / .' i ' µp •v - `-_�_ /- `i -J Ft ® I EXTEND OM NEW LIGHTING SIGNAL BRANCH CIRCUITS MOM _ _ _ --- - - -- __ "` ` 6AO e" 3'AN \ / "_ • ' I ____645 `v �- CONTROLLER TO TRAFFIC SIGNAL CONTROLLER. 5 NM LIGHTING CIRCUIT TO UNDER-BRIDUE UQHIING' OPEN TRENCH L PAM ISM G INTING NG NEW OGE DUSTING MEES ASD �_ 1 - - {S•� _ / CON OUER TOOUNDERR LIGHT COLOCATION.M PROVIDE AND INSTNI PULL BOXES MONC TML AS INOGlEO ON ME DRAWINGS B _____________- -- PRIOR TO ROUI REFER HItNDHOLE DETN DRAWWG$VERVIY FINAL „ LEAVE 10-FFOOT CH SERVICE TON ——-- _______ _ _ - - — ---_- A DISCONNECT AND REMOVE MISTING 1 POLE CIRCUIT IIRFAKEIR It `. _____ _ _ � ENCLOSURE. REMOVE OLD UTILITY LIGHTING CIRCUIT AND CONDUIT BACK TO BELOW GRADE, CAP MID ABMIOON IN PUCE. O` + .v ______�__ - B. REMOVE OLD WIRING TRON CIRCUIT B OUT TO ___ COSTING NBR E SUP NREMNN AND BE FORRENEWPUGHT BUN. \ -_- ___'---- _ -- r y �- I ROUTED 1HROUDH----__-------------- GDNTHRDUR39HIILL MODIFIED FIXTURES. \ \ 7 ------- _______________ 1 _____ ULV9 BACKRLL VERIFY -_ r y _________ _ '" `_-_`- -N - ATH PRIOR TO ROUGH AND II NEW PULL AT WING WALL TO 1 - r -IN. -_ C. PROVIDE BOX BRIDGE \ TERMRUTE NEW BURIED HDPE CONDUIT. CONNECT TO PULL \ BOX TO NEW SAiFFT SWRCH LITH CRS CONDUIT AND E%IIIIO y NEW UGNTING CIRCUIT TO SAFETY SWITCH. \ \\ NEW 1R.VL LIGHT yy r 0. PROVIDE AND INSTALL NEW NEW 3R i \ \ RES - --6 y SWCHIY GNO. 100 -AMP FUSED BARN SWITCH ON BRIDGE WING WALL WNC 10 r CIRCUIT TO NEW PULL BOX TO TERMINATE NEW LIGHTING y CIRCUIT. ELSE DOWN TO IS-AXIP NADH FUSE CUPS. _ -_ ------T---- -cam - -- _-- INMU BLOTCH HANDLE GWRD TO ACCEPT PADLOCK TO LOCK IN �-- - -- - - - - -. - - CLOSED SW ITCH POSITION. B. NEW UNOERNEW�6Mp HnN�. A DISCONNECT AND REMOVE THREE (3) UImNG WNL -PACK EIGHT HWY 6 AND TRAIL ALIGNMENT FROM FIXTURES ON BRIDGE SUPPORT BEAM. REPUCE WITH THREE IOWA RIVER TO S GILBERT STREET 0 w 2 D UL). S LIGHT FIXTURES (C4H W/ IN ECRM PH)O SClE 1- = 30•Wp ' ® 9. REWtlIM POSING CONDUIT AS NEEDED TO ACCd NOD E NEW FIXTURE HOUSINGS. C. EXTEND NEW LIGHTING CIRCUIT FROM NEW FISiD 2 -POLE SAFETY SWITCH. 5/19/2017 11:38:54 AM 0:\1015D111\CAD\DWge\U\J1 CONDUIT PUN MEW.EwS ConFLUEME LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUI1T:101 CEDAR RAPIDS, A 52401 PH: 319A095M1 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 E4RHART UNE SW PH: 319.1411.4000 Y a d rUn] V Z � VJ O L3 o U = LL 0 D_ Z w LL of Lu SUBMITTAL DATES ISSUED FOR 03-1Y-2017 BID SET ADD. /1 dl /2 CONDUIT PLAN VIEW CONFLUENCEPROJECTNO: 1610e J1 PROPOSED TRAIL _ro ONEN UGHTINBIIRCUIT TO UNDER BRIDGE LIOMPNG , HWY 6 EASTBOUND 5/19/2017 1:59:07 PM 0:\10150111\CPD\Dwgs\J\J2 CONDUIT PLAN MM.dwg / EXISTING SI TO REMAIN POLE TO BE REMOVED BY UTILITY CO. REMOVE FEED FROM POLE TO EXISTING HAND HOLE /— BURIED ELECTRICAL CONDUIT BY / UTILITY COMPANY HANDHOLE 2 H 1 G H L R `4 V�A�� D I1 EXISTING TRANSFORMER POLE 13+ — — 213+55 Fo ¢ 99E R) FO Sm e^ sr a sw e^ SH G \@ 1 m._ C HWY 6 WESTBOUND S GILBERT STREET 1 AND HWY 6 INTERSECTION ® 0 1G Q7 ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 00 2ND STREET SE. SURE 101 CEDAR RAPIDS, U U401 PH: 3%b .Wl HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH: 319.811.0000 u SUBMITTAL DATES ISSUED FOR OS -18-2017 BID SET CONDUIT PLAN VIEW CONFLUENCE PRWELT NO: 15100 J2 NOTES: 1. Condut shall be HDPE SDR -135 Coileble Materiel, Blea W1 Red Stripe. 2. Candut shall be Ga Manized Rigid Steel(GRS). 3. Atbase of UfiMy Pok Wove adecuate service ®bW candctars to reach lop of poleW4h B4' extra Wile for firel mmecgons Dy MNNy compam 4. One(1)carie spice Wcationin Ma cxea&Dw<1incRWilpafb LIGHTING FIXTURE SCHEDULE CABLE & RACEWAY SCHEDULE P0.ASTER &BASE MMETN- PAN CLOVE OP -SUSPENDED PE LANDS WNUFACTURERi CATALOGNUMBER LOG I VOLT REMMS APPROVEDNANUFACIJRFRS CABLE FROM TO CONDUCTORS CONDUIT TYPE REMARKS P100 utailtTiansfortnerPolo LigNirg Colddler LC2 (1201240VAC)34190 2- NOW 1 NnW3 P200 Lglibing COrlroler LC2 TralFC Signal Coodleor - Umt Power 720 -VAC 2481418 GYID 1' NOW2 P300 UgIBIIg Controller LC2 T.MC Sigel CoMoler-SbeeOgNS(120-VAC) 2410, 1410 GID 7' = NOW2 P400 li10 Controller LC2 ori eL' PIA BOX 240 -VAC) 240,1413GND 2 XHHW NOW 1, Nale4 P500 Bridge UgMng Pig Box Bridge LigHirg Sal SmIch 240 -VAC 2,43,1413 GND 2- )OIHW NOW2 PSDD Bridge Lighting Safety Switch Under Bridge bTpe L3 240 -VAC 241101410 GND 314' Nae2 NOTES: 1. Condut shall be HDPE SDR -135 Coileble Materiel, Blea W1 Red Stripe. 2. Candut shall be Ga Manized Rigid Steel(GRS). 3. Atbase of UfiMy Pok Wove adecuate service ®bW candctars to reach lop of poleW4h B4' extra Wile for firel mmecgons Dy MNNy compam 4. One(1)carie spice Wcationin Ma cxea&Dw<1incRWilpafb MMIEO •UGHnNG• 5/19/2017 1:58:39 PM 0:\10150171\CAD\Dwga\J\J3 SCHEDULES AND OETAILS.dwg 1/4' 0 DHEND — HANDH F NOTES 1. BOX A U0: CONTRACTOR RURNISHEU/CON TRACTOR INSTAUI 2. GRAVEL BASE W GEOTEX FABRIC: COMRACTg RURNISHIM/CONTRACTOR INSTALLED 3. SIZE: 30'X17'X24' 1 HANDHOL E DETAIL SGI E: NONE OPEN BOTTOM BOX FLUSH WITH BNAL GRADE. gYPILAL CONDUIT ENTRY. EXTEND INTO HANDHOLE, 6' MINIMUM I NAM 2 ELECTRIC ONE -LINE DIAGRAM S I£ NONE I I I 1 J ELECTRICAL MATERIALS 1. CONDUIT, A GALVANIZED RIGID STFFL: THREADED FITTINGS, INSULATED BUSHINGS AT 01. CONNECTIONS. B. HOPE CONWIT: SDR -13.5. CQLABLE NAMRI L BUCK WAIN RED STRIPE. 2. WIRE ! G9LL UL LISTED. SIFINDED COPPER, HINDU AND MHW-2 INSULATION, INTEGRAL COLOR JM]TET FM ALL SIZES (NO COLOR TAPES). 3. UGHMNP- CONTROI I ER. REFER TO DESCRPTION AND SCHEMATIC ON DRAWINGS. 4. LUMINARIES : REFER TO UGH TING MMRE SCHEDULE. NO SUBSTITUTES. 3. HANIMOLE SPUM. BURNOY COMPRESSION BUD SPLICES WITH HEAT SHRINK INSULATION. W Fl£CINC HANHOL£6 DUKRE PWWEA–CONCRETE. MARKED) -UGHITNG-. TNR 22 RATED WITH EXTRk HUVY OIDY COVERS, REFER TO DETAIL ON DRAWINGS. 7. NU Wk HOEELIAN TYPE CHNESS, 16–GAUGE, 316L STAINLESS STEEL COVERS AND BODES, TYPE 4X (NON–HAZARDOUS RATED), CONTINUOUS HINGE CLAMP COVER. SIZE: 12 X 10 X 6. S. SAIETY SWITCH: NEMA N. HEAW DUTY, 600–VOL. 2–POLE FUSED +CND. MANUFA RER: SQUARE D. UTON, GENERAL ELECTRIC OR SIEMENS. DRILL HANDLE GUARD TO AU -OW PARD IN CLOSED POSIMON. D ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 800 2ND STREET U. SUITE 101 CEDAR RAPIDS. N 52401 PH: 319'40a.5wl HRGreen CML ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH: 319AQ4000 CONTACT: AARON GWINNUP Y LIGHTING FIXTURE SCHEDULE LEGEND GRD SURFACE -WALL P0.ASTER &BASE MMETN- PAN CLOVE OP -SUSPENDED PE LANDS WNUFACTURERi CATALOGNUMBER LOG I VOLT REMMS APPROVEDNANUFACIJRFRS W MWATTLEDoOK KENAI H1212EMPPN82MAWDVBPC W 1xi2T2 WAIL MOUNTED AREA a MMIEO •UGHnNG• 5/19/2017 1:58:39 PM 0:\10150171\CAD\Dwga\J\J3 SCHEDULES AND OETAILS.dwg 1/4' 0 DHEND — HANDH F NOTES 1. BOX A U0: CONTRACTOR RURNISHEU/CON TRACTOR INSTAUI 2. GRAVEL BASE W GEOTEX FABRIC: COMRACTg RURNISHIM/CONTRACTOR INSTALLED 3. SIZE: 30'X17'X24' 1 HANDHOL E DETAIL SGI E: NONE OPEN BOTTOM BOX FLUSH WITH BNAL GRADE. gYPILAL CONDUIT ENTRY. EXTEND INTO HANDHOLE, 6' MINIMUM I NAM 2 ELECTRIC ONE -LINE DIAGRAM S I£ NONE I I I 1 J ELECTRICAL MATERIALS 1. CONDUIT, A GALVANIZED RIGID STFFL: THREADED FITTINGS, INSULATED BUSHINGS AT 01. CONNECTIONS. B. HOPE CONWIT: SDR -13.5. CQLABLE NAMRI L BUCK WAIN RED STRIPE. 2. WIRE ! G9LL UL LISTED. SIFINDED COPPER, HINDU AND MHW-2 INSULATION, INTEGRAL COLOR JM]TET FM ALL SIZES (NO COLOR TAPES). 3. UGHMNP- CONTROI I ER. REFER TO DESCRPTION AND SCHEMATIC ON DRAWINGS. 4. LUMINARIES : REFER TO UGH TING MMRE SCHEDULE. NO SUBSTITUTES. 3. HANIMOLE SPUM. BURNOY COMPRESSION BUD SPLICES WITH HEAT SHRINK INSULATION. W Fl£CINC HANHOL£6 DUKRE PWWEA–CONCRETE. MARKED) -UGHITNG-. TNR 22 RATED WITH EXTRk HUVY OIDY COVERS, REFER TO DETAIL ON DRAWINGS. 7. NU Wk HOEELIAN TYPE CHNESS, 16–GAUGE, 316L STAINLESS STEEL COVERS AND BODES, TYPE 4X (NON–HAZARDOUS RATED), CONTINUOUS HINGE CLAMP COVER. SIZE: 12 X 10 X 6. S. SAIETY SWITCH: NEMA N. HEAW DUTY, 600–VOL. 2–POLE FUSED +CND. MANUFA RER: SQUARE D. UTON, GENERAL ELECTRIC OR SIEMENS. DRILL HANDLE GUARD TO AU -OW PARD IN CLOSED POSIMON. D ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 800 2ND STREET U. SUITE 101 CEDAR RAPIDS. N 52401 PH: 319'40a.5wl HRGreen CML ENGINEER HR GREEN INC. 8710 EMHART LANE SW PH: 319AQ4000 CONTACT: AARON GWINNUP Y Q a Cn 0 Z } '^ ' m C/) ~ U 0 LUO U = o Z OYN/ X LL I1 \LLI N/ LL SUBMITTAL DATES ISSUED FOR OS -1B-2017 BID SEf SCHEDULES AND DETAILS CONFLUENCE PROJECT NO. 15im J3 iRd�:la�!n THE UGHTING CONTROL CABINET SHALL BE A SINGLE PHASE, 3 WIRE WEATHERPROOF CABINET. AND SHALL CONTAIN CIRCUIT BREAKERS, UGHTING CONTACTOR, METER SOCKET, PHOTOELECTRIC CONTROL (PHOTOCELL). KEY SWITCH, FEWER DISTRIBUTION BLOCKS, AND NEUTPAL/GROUND BONDING BAR. THE CABINET SHALL BE DEAD FROM THE CABINET AND ITS CONTENTS SHALL COMPLY WIIH TIE REQUIRENENTS OF THE UNDERWRITERS NSGRATM INC. (UL) STANDARDS UL -506 AND UL -SOBA THE ENCLOSURE SHAL HAVE A NOMA M WING. ajla�l[jyTJ::a THE UGHTING SERvICE CABINET 9WL BE CONSTRUCTED MGM A MINIMUM 1/B' THICK ALUMINUM CONFORMING TO THE REQUIREMENTS OF ASTM B 209 FOR 5052-H32 ALUMINUM SHEET. THE CABINET SHALL COVE TWO COMPARTMENTS. ME RIGHT COMPLIMENT SHALL PROVIDE SPACE FOR ME UGHMG SERVICE PANEL AND ME PHOOELECTFMC CONTROL CIRCUIT. ME CABINET SHAL HAVE L ENCLOSED LER COMPLIMENT TO PROMOE SPACE FOR SPLICING ME SERNCE ENTRANCE CONDUCTORS TO ME METER AND TO ME ROADWAY UGHTS MAN CIRCUIT BREAKER ME CABINET SHAH COVE A WRAMERTGM HINGED DOOR OPENING TO ME RIGHT (RIGMTIANDED DOOR). ME DOOR SMALL BE EOUIPPED CORM A THREE-POINT LOCKING MECHANISM THAT OPERATES MOM A SINGLE F/SY-TURNING INNDIE. ME CABINET DOOR SHALL LOCK WITH A SlANWD POUCE LOCK AND KEY. (4 KEYS SHALL BE FURNISHED). ME DOOR SHALL HAVE LOUVERED VENTS WITH SCREENING OR PERFORATED METAL. ME HINGES, HINGE PINS, LOCKS AND LOCK COVERS SHALL BE OF STANIESS STEEL OR OTHER NON -CORRODING MATERIIL HINGES MAY BE WELDED ON OR FASTENED WITH STMNLESS STEEL TAMPERPROOF BOLTS. TWO CIRCULAR WNOOWS SHALL BE AT ME RIGHT UPPER BACK CORNER OF ME CABINET FOR ME PHOTOCELL. OTE WINDOW SHALL BE ON ME BACK CABINET MALL. ME IMNOOW SHAL HAVE A DIAMETER OF 3-1/2'. ME MNDGYIS SHA_ BE OF 1/8' THICK CLEAR POLYCARBONATE AND BE INSTALLED IN A MANNER THAT DOES NOT SACRIFICE ME WEATHER-TRGNME55 OR ME SECURITY OF ME CABINET. ME CABINET TOP SHALL BE CROWNED OR SIUWTED TO ME REAR TO PREVENT STANDING WATER, AND SHAH PROVIDE A 2' OVERHANG. ME URING EARS SHALL HAVE A UFRNG CAPACITY EQUAL TO ME WEIGHT OF ME COMPLETELY WIRED CABINET PLUS 25 PERCENT, A 500 I6A. CAPACITY MINIMUM. ME EXTERIOR SEAMS FOR CABINET AND DOORS SHILL BE CONRNUA.I WELDED OR SEALED WITH SIUKEIN SEALANT. ILL DITEMOR INE DS SHAUL BE GROUND SMOOTH. ALL SHARP EDGES SWJ1 BE RAPED. ANCHOR BOLTS SHAL BE PROVIDED FOR PM MOUNTING. A SOUD BUTYL RUBBER CASKET SHWA BE PROVIDED FOR BETWEEN ME PAD VINO ME CABINET, 5/19/2017 11:52:39 AM 0:\10150111\CAD\Dwg9\J\J4 SCHEDULES AMD DETALS.dw9 3. ELECTRICAL EQUIPMENT AND WRING A SELF-CONTNNED METER SOCKET. CONFORMING TO UTIUIY REQUIREMENTS SHAT BE MOUNTED TO THE LEFT CABINET WALL FACING TO THE LEFT. EXPOSED SERVICE CONDUIT SHALL BE CONCEALED IN CONDUIT CHASE. FOR UN -METERED FEED FONTS A METER JUMPER SHAT BE FURNISHED AND INSTALLED BY ME CONTRACTOR. THE UGHTING SERVICE CABINET SHALL NAME CIRCUIT BREAKERS, AND DENTING CONTACTORS AS INDICATED ON ME ORAMNG SCHEMATICS AND SCHEDULES. TIE CIRCUIT BREAKERS SHAT BE THERMAL-WGNETC TYPE, SHAME D. CUTLER HAMMER OR GENERAL ELECTRIC. EACH BRANCH CIRCUIT BREAKER SHALL BE BOLTED ONTO A COPPER BUS. THE AWN SERMCE ENTRANCE OROUR BREAKERS SHALL BE UL USTED FOR SUCH USE. NON -CONTACTOR CONTROLLED BRACH CIRCUIT BREAKERS SHALL BE P DED AS INDICATED ON TIE DRAWINGS. TIE BRANCH CIRCUIT BREAKERS SHALL BE SIZED TO ACCOMMODATE A N0. 4 AM WIRE WIMOUT SPLITTING UNLESS NOTED OTMEMSE ALL UGH RING CONTACTORS SHALL BE 3 -POLE, NORMALLY OPEN. ELECTRICALLY HELD. AND SHALL BE RATED FOR TUNGETEN FILAMENT AND SAUDI UGHTING LOADS. THE UGHTING CONTACTORS CONTACT SHALL BE RATED FOR 2MAC. MIN. THE UGHTING CONTACTORS COIL SHALL BE RATED FOR 120VAC. ME CONTROL COIL SWLLL BE ACTUATED BY A PHOTOCELL AND PROTECTED BY A 15 AMP CIRCUIT BREAKER ON ME UNE SIDE OF ME PHOTOCELL AND KEY SWITCH. ME LIGHTING CONTACTORS SHAL BE ALEN BRADLEY 50019 CUTER HAMMER CN35. OR SOAURE D ME S. CUSS 6903. THE MI BREAKERS, VOWING CONTACTOR. AND BRANCH CIRCUIT BREAKERS SHALL BE MWNIED ON A REMOVABLE PANEL A SEPARATE DEAD FROM SHALL COMER ME PANEL AND SHALL BE HINGED ON ONE SIDE LD HELD IN PUCE 11TH WICK RELEASE CLINE FASTENERS. MAN CIRCUIT BREAKERS SHALL BE SERVICE ENHANCE RATED. AL NEUTRAL/GROUND WRONG BARS. BUS BARS AND ELECTRICAL CONDUCTORS SHALL BE COPPER. ALL TERMINALS SHALL BE UL LISTED FOR COPPER AND ALUMINUM WIRES. AL WIRING INSIDE THE CABINET SHAT BE SUFFICIENT IENGM TO ALOHA FOR CONTRACTION. SURGE PRDTECTIM ONCE (SPD) SHAL W DESIGNED, MANUFACTURED AND TESTING IN ACCORDANCE WITH LSI/UL I"% LATEST EDITION. SPO MANUFACTURERS: SHAME 0. CUTLER HAMMER, OR GENERAL ELECTRIC. CATEGORY C - 300 KA PER PHASE AID 150 W PER MDDE USING THERMALY PROTECTED MWS. LOCATED ON LOAD SIDE OF MAN CIRCUIT BREAKER. INTEGRAL MOITORING FEATURES: I) PROTECTION STATUS INDICATORS, 2) REMOTE STATUS MONITOR CONTACT, 3) AOIBIE ALM h SILENCE BUTTON, AND 4) SURGE COUNTER. LOCATE DISPLAY ON INTERIOR DOOR PANEL GROUND FAULT DUPLEX RECEPTACLE: EXTRA HEAVY DUTY GRADE, 125 -VAC, 20 -AMP. MANUFACTURER: HUBBELL GM5262 GYTR: PASS AND SEYMOUR OR LETTER. LOCATE ON INTERIOR DOOR PANEL. 4. PHOTOELECTRIC CONTROL A PHOTOELECTRIC GENII MOUNTING RECEPTMIE (ED/NDM STANDLD 3 -TERMINAL TWIST -LOCK TYPE), SNAL BE MOUNTED WITHIN ME CABINET NEAR ME PoLYCIRBOHATE WINCOW. ME WARES TO ME PHOTOELECTRIC CONTROL MOUNTING RECEPTACLE SHWA BE SINGLE CONDUCTOR NO. 14 AWG. STRANDED COPPER CONDUCTORS. ME PHOTOELECTRIC CONTROL SHALL BE OF A SOLD STATE CRYSTAL SENSING ME WITH L INVERTED NPN -ON / TURN -OF DESIGN ME PHOTOELECTRIC CONTROL DEVICE SMALL HAW A TARN ON' LEMEL OF M LUX AT WE APPROPRWE VOLTAGE THE 'MRN OFF' LEVEL OF THE CONTROL DEICE SHAL W BOR OF THE NPN -ON VALUE 5. KEY SWTTCH ME KEY SWITCH SHALL BE MOUNTED ON THE CONTROL STATION ACCESS DOOR. THE SCOTCH SHALL BE KEY OPERATED FROM TIKE EXTERIOR OF THE CABINET. PROVIDE A MINIMUM OF (4) MM. HEAVY DUTY SELECTOR SWITCH, 3 POSITION MAMANED-KEY OPERATED: SOUMRE 0 TYPE K. CUSS 9001, ALEX BRVWEY BOOT SERIES OR CUTLER HAMMER 102501 SERIES. .III .9 .IP4 .i a a:19. AWG . 10-0. COPPG CIAO G90VNO RODS ITNEP.lc WT1D5 11-d. LILT r ------------ I I I i KEY SWRCH GFCI RECEP 204 I 3a SPD I _ I I MAIN L--------, E?V? 42 AVG, MIN. (3)-1/C/ 2/0, 2' HDPE CONDUIT TO 120/240,, 1•, I0 3W Ulu SOURCE, {2 MAI N O TRANSFORMER POLE. L METER SOCKET L ------ 2W CKT Al ^-e—� B L TRAFFIC SIGNAL N J CONTROLLER -STREET 20A ; LIGHTS aT I Ta�L 01 CKT AL3 (SPARE) 200 B L CKT A4 0 J (SPARE) CKT 81 TO TRAFFIC SIGNAL CONTROLLER CKT 82 (SPARE) CKT 83 (SPARE) CKT 84 (SPARE) —B rCKT 85 UNDER BRIDGE �UCHTINC I I I I CKT 85 LOAD LUGS I SHALL ACCEPT 13AWG I CONDUCTORS I I /6 CABINET GROUND I WHO: I --J • • L O O L � • O7T 3(�(� O• u: ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE NO 2ND STREET BE, SUITE I" CEDAR RAPIDS, M S2401 PH'. 3194095101 HRGreen CML ENGINEER HR GREEN INC. STIR EMHART LANE SW PH: 319.841AOW CONTACT:IRON GWNNUP SUBMITTAL DATES ISSUED FOR 03-19-2017 BID SET SCHEDULES AND DETAILS CONFLUENCE PROJECT NO 15108 IVA LL ^Q^ (LL /V/1)Y 0 Z r^�r^ U V/ �0Ld�: 0 LL U=oo Q. r Z 0 /O LL LL ILL LNLI LLL SUBMITTAL DATES ISSUED FOR 03-19-2017 BID SET SCHEDULES AND DETAILS CONFLUENCE PROJECT NO 15108 IVA TRAFFIC SIGNAL GENERAL NOTES 1. ALL QUANTITIES SHOWN IN THE TRAFFIC SIGNAL PLANS AND SPECIFICATIONS ARE FOR INFORMATION AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID FOR TRAFFIC SIGNAL INDEX OF SHEETS: THIS PROJECT SHALL INCLUDE ALL LABOR, MATERW., AND EQUIPMENT NECESSARY TO INSTALL A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL SYSTEM. N.1 NOTES AND ABBREVIATIONS 2. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. N.2 LEGEND AND UST OF BIS rfiSD R SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE ((�� CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION ON THE PROJECT. N.3 TRAFFIC SIGNAL PLAN 3. THE LOCATIONS OF ALL FOOTINGS, HANDHOLES, AND CONDUIT ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. NA TRAFFIC SIGNAL WIRING 4. ANY LANE CHANGES MUST BE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS BEFORE THE REQUESTED CLOSURE TIME. N.5 ��11 l!IIII�� TRAFFIC SIGNAL QUANiT66 Hfl 9: �)l 5. 'GR/TR/PR' REPRESENTS 'GR'= GROUND WIRE, 'TR-= TRACER WIRE, AND 'PR'= PULL ROPE. U r..IlY CLFPL' 6. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE REM UNLESS OTHERWISE NOTED. O -, , CITY, 7 CONTRACTORBORE OR TRENCH CONDUIT; HOWEVER, THE SPECIFICATIONS REQUIRE THAT THE CONDUIT BE BORED UNDER PAVEMENT. PAVEMENT SHALL LEGEND NOT BE BED BY CONSTRUCTION. U 8. AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, OR BETTER, AT THE CONTRACTOR'S EXPENSE, AT THE DISCRETION OF THE ENGINEER.SIG PED HD SIGNAL HEAD CABLE PEDESTRIAN HEAD CABLE 9. ALL SIGNAL HEADS SHALL COME FURNISHED WITH BACK -PLATES. PED PB PEDESTRIAN PUSHBUTTON CABLE Z CNTRL CONTROLLER 10. THE TRAFFIC SIGNAL CONTROLLER CABINET SHALL BE ORIENTED WITH THE BACK OF THE CABINET TOWARD THE INTERSECTION SUCH THAT THE SIGNAL HEADS CAN BE VIEWED WHILE LUM N LUMINAIRE STREET LIGHT POWER CABLE NEUTRAL FACING THE CONTROLLER CABINET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. UNI POWER - LINE 1 11. A #6 A.W.G. BARE COPPER GROUND WIRE SHALL BE INSTALLED IN ALL PVC CONDUITS THAT CARRY 120 VOLT SIGNAL CABLES. ALL STEEL CONDUITS, POLES, PEDESTALS, AND LN2 GR POWER - LINE 2 GROUND WIRE 1c THE CONTROLLER CABINET AT EACH INTERSECTION SHALL BE BONDED TO FORM A CONTINUOUS SYSTEM AND BE EFFECTIVELY GROUNDED. BONDING JUMPERS SHALL BE #6 A.W.G. TR $6 TRACER WIRE 1c 10 BARE COPPER WIRE CONNECTED BY APPROVED CLAMPS. PR PULL ROPE 12. CONTRACTOR TO RECEIVE DELIVERY OF TRAFFIC SIGNAL POLES AND ASSUMES RESPONSIBILITY FOR DELIVERY AND INSTALLATION IN THE FIELD. Y1 Y2 FUSED WYE CONNECTOR FOR STREET UGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING 13. ALL CONDUIT SHALL BE SCHEDULE 40 PVC, OR HDPE SDR 11 AS INDICATED ON THE PUNS. L1 L2 FUSED IN -UNE CONNECTOR FOR STREET LIGHTING NON-FUSED IN -UNE CONNECTOR FOR STREET LIGHTING 14. ALL TRAFFIC SIGNAL WIRING IS /14 AW.G. UNLESS OTHERWISE NOTED ON THE PLANS AND SPECIFICATIONS.DET LOOP SHIELDED LOOP DETECTOR LEAD-IN DETECTOR LOOP WIRE IN TUBING 15. WHEN HEATING PVC CONDUIT TO FORM A BEND, AN APPROVED CONDUIT HEATING DEVICE SHALL BE USED. DIRECT FUME SHALL NOT BE APPLIED TO THE CONDUIT. HH FY HANDHOLE FLASHING YELLOW 16. ALL ELECTRICAL CONNECTORS GROUND CONDUCTORS, GROUND RODS AND OTHER MISCELLANEOUS MATERIALS WHICH ARE NOT LISTED ON THE ESTIMATE OF QUANTITIES SHALLSY 70 TM CABLE BLE STEADY YELLOW TRAFFIC MONITOR UNIT CABLE BE CONSIDERED INCIDENTAL THE TRAFFIC SIGNAL BID R EVP EMERGENCY VEHICLE PREEMPT DETECTOR CABLE 17. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE A FIVE CONDUCTOR CABLE SHALL BE UTILIZED IN THE POLES FOR FO SM FIBER OPTIC CABLE SINGLE -MODE (FIBER OPTIC CABLE) THREE SECTION SIGNAL HEADS AND ONE SEVEN CONDUCTOR CABLE SHALL BE UTILIZED FOR FOUR OR FIVE SECTION SIGNAL HEADS. A 9 -CONDUCTOR CABLE SHALL BE USED FOR VIDEO VIDEO DETECTION CABLE PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS PER SIGNAL POLE. U.A.C. USE AS CONSTRUCTED 18. ALL MAST ARM MOUNTED SIGNAL HEADS, TRAFFIC SIGNS AND STREET NAME SIGNS SHALL BE MOUNTED USING A UNIVERSALLY ADJUSTABLE MOUNTING BRACKET. U.I.P. USE IN PLACE 19. LENGTH OF VIDEO DETECTION ZONES SHALL BE APPROVED BY THE CITY ENGINEER. 20. ALL NEW SIGNAL POLES AND LUMINAIRE ARMS AND ANCHOR BASES ARE TO BE GALVANIZED PER THE TRAFFIC SIGNAL SPECIAL PROVISIONS. 21. ALL CONDUIT ELBOWS SHALL BE LONG RADIUS TYPE - 36' MINIMUM. 22. ALL SIGNING AND TRAFFIC CONTROLS USED WHILE CONSTRUCTION ACTIVITIES ARE IN PROGRESS SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 23. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF THE ACTUAL STARTING DATE OF CONSTRUCTION. UTILITY LOCATION SHOWN ARE APPROXIMATE. THE CONTRACTOR IS TO UTILIZE THE FOLLOWING TELEPHONE NUMBER, 1-800-292-8989, WHEN REQUESTING LOCATIONS AS WELL AS NOTIFYING THE CITY OF IOWA CITY STREETS AND TRAFFIC DEPARTMENT (GUY IRVIN) AT 319-356-5181. 24. CONTRACTOR SHALL PROVIDE, INSTALL, AND CONFIGURE A NEW SIEMANS M60 CONTROLLER WITHIN THE PROPOSED CABINET ASSEMBLY. 25. ALL CONSTRUCTION RELATED TO THE WORK IN THESE PLANS SHALL BE IN CONFORMANCE WITH SUDAS STANDARD PLANS AND SPECIFICATIONS. FIBER OPTIC INSTALLATION NOTES 1. OUTFIT THE PROPOSED INTERSECTION TRAFFIC SIGNAL CABINETS WITH NECESSARY SURFACE MOUNT ENCLOSURES, FIBER CONNECTORS, HARDENED MANAGED ETHERNET SWITCHES INCLUDING NECESSARY SFP'S, JUMPERS, AND ANY OTHER ACCESSORIES REQUIRED TO PROVIDE COMPLETE FIBER COMMUNICATION TO THE TRAFFIC SIGNAL CONTROLLER. 2. ALL FIBER CONNECTIONS SHALL BE COMPLETED PRIOR TO THE TURN ON OF THE PERMANENT SIGNALS. 3. THE CONTRACTOR SHALL INSPECT ALL FIBER OPTIC CABLE UPON PICK-UP AND TEST USING AN OPTICAL DOMAIN REFLECTOMETERfOTDRI PRIOR TO INSTALLATION. THE CONTRACTOR IS TO PROVIDE ALL EQUIPMENT NECESSARY TO COMPLETE TESTS. A UNIDIRECTIONAL OMR TEST AT 1310 NM AND 1550 NM SHALL BE CONDUCTED FOR EACH STRAND OF FIBER OPTIC CABLE ON REEL OTDR TRACE DATA OF EACH FIBER IN REEL IN ELECTRONIC FORMAT AND A PAPER COPY SHALT_ BE SUBMITTED TO THE ENGINEER FOR VERIFICATION BEFORE THE CABLE IS INSTALLED. 4. ALL WORK ASSOCIATED WITH THE CONNECTION OF FIBER OPTIC CABLE TO EXISTING AND PROPOSED CONTROLLER CABINETS SHALL BE CONSIDERED SUBSIDIARY TO THE PAY ITEM 'FIBER OPTIC INTERCONNECT COMMUNICATIONS SYSTEM'. 5/18/2017 2:19:15 PM 0:\10150111\CAD\03g3\N\N1.E3g conFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE. SUITE 101 CEDAR RAPIDS, N 52401 PH 3194095/01 HRGreen CML ENGINEER HR GREEN INC. 8710 EARNART W E SW PN: 310 811 A000 COMACT: AARON GWINNUP Y Q U) z U) � U O N � ofO U o a Z L) O ry LL Of W SUBMITTAL DATES IssuED FOR 0.S-19-2017 BID SET ADD. �1 h Y2 NOTES AND ABBREVIATIONS CONFLUENCEPR0XCTN0: 151M 61` 5/18/2017 2:17:59 PM 0:\10150111\CAD\Dwgs\N\N2 S GILBERT ST 8: HW 6 INTERSECTION STRIPING PiAN.Uwg FILED SIGNAL LEGEND PROPOSED LCI, It: v 30 iin 94 1 POWER SOURCE CITY m '.Kuf 101'4 CITY,10'll1p° 8 CABINET AND CONTROLLER - ® ELECTRICAL METER ®O O U.S. HW Y 6 & Gilbert Item Item Description Units Street No O Quantities 1 Controller, Cabinet, and Accessories - Complete EA 1 2 Fiber Optic Interconnect Communications System EA 1 3 Traffic Signal Head - 5 -Section, 12" R-Y-G-YRt-GRt Signal Head, w/ Back Plate EA 1 4 Pedestrian Signal Head - Man/Hand, w/ Countdown Timer EA 2 5 Cable - Signal 7c #14 LF 111 6 Cable - Signal 9c #14 LF 356 7 Cable - Ground 1c 46 LF 97 e Cable - Tracer lc #10 LF 97 9 Pull Rope (Incidental to Cost of Conduit) LF 97 10 Conduit - 3' PVC (HDPE)Trenched LF 45 11 Concrete Base - Pedestrian Pedestal EA 2 12 Pedestrian Pedestal Pole EA 2 13 Pedestrian Push Button EA 2 14 Traffic Sign (Rt Yield to Ped) 30"x30" EA 1 15 Traffic Sign (R70-3e)9"x15" EA 2 JUNCTION BOX SYMBOL Total Lump Sum to Furnish and Install Traffic Signals Appmi,ed_ City Engineer Date 5/18/2017 2:17:59 PM 0:\10150111\CAD\Dwgs\N\N2 S GILBERT ST 8: HW 6 INTERSECTION STRIPING PiAN.Uwg FILED SIGNAL LEGEND PROPOSED LCI, It: v 30 iin 94 1 POWER SOURCE CITY m '.Kuf 101'4 CITY,10'll1p° 8 CABINET AND CONTROLLER - ® ELECTRICAL METER ®O O TRAFFIC SIGNAL POLE, FOOTING SYMBOL. AND IDENTIFYING NUMBER :)F EXISTING TRAFFIC SIGNAL POLE, FOOTING SYMBOL. AND IDENTIFYING NUMBER ®o O PEDESTAL POLE, FOOTING SYMBOL. AND IDENTIFYING NUMBER . ©E EXISTING WOODEN OR STEEL SIGNAL POLE AND IDENTIFYING NUMBER . O WOODEN OR STEEL SIGNAL POLE AND IDENTIFYING NUMBER Bt TRAFFIC SIGNAL HEAD WTM BACKPLATE SYMBOL AND IDENTIFYING NUMBER EXISTING TRAFFIC SIGNAL HEAD WITH BACKPLATE SYMBOL AND IDENTIFYING NUMBER --► 23 TRAFFIC SIGNAL HEAD SYMBOL AND IDENTIFYING NUMBER -� 25 PEDESTRIAN HEAD SYMBOL AND IDENTIFYING NUMBER CO SIGNAL POLE MOUNTED SIGN SYMBOL AND IDENTIFYING NUMBER VIDEO DETECTION CAMERA LUMINAIRE ARM - 15 FEET 42 VIDEO DETECTION AREA SYMBOL AND IDENTIFYING NUMBER a �1 30'x48' 'TUB' HANDHOLE SYMBOL AND IDENTIFYING NUMBER EL EXISTING 30-48' -RUB' HANDHOLE SYMBOL AND IDENTIFYING NUMBER O4❑ 24' HANDHOLE SYMBOL AND IDENTIFYING NUMBER 6E� EXISTING HANDHOLE SYMBOL AND IDENTIFYING NUMBER JB JUNCTION BOX SYMBOL ©8 PUSHBUTTON SYMBOL AND IDENTIFYING NUMBER - - - - TRENCHED SIGNAL CONDUIT - - - - - PUSHED SIGNAL CONDUIT EXISTING TRENCHED SIGNAL. CONDUIT - - -- - - EXISTING PUSHED SIGNAL CONDUIT COn1FLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 10/ CEDAR RAPIDS, IA 52401 PH. 310400.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.8414000 CONTACT: AARON GWINNUP Y /U) V ♦♦Z r V/ ~ � U V) O U a o Z 0 O Of LL ry W Q SUBMITTAL DATES ISSUED FOR OS -1B-2017 BID SET LEGEND AND LIST OF BID ITEMS CONFLUENCE PROJECT NO: 15106 CONSTRUCTION NOTES CONTRACTOR SHALL REMOVE EXISTING SIGNAL HEAD 23 AND REPLACE WITH 5—SECTION HEAD. CONTRACTOR SHALL USE ETOSTING ADJUSTABLE MOUNTING BRACKET. CONTRACTOR SHALL INSTALL 7C#14 MULTI—CONDUCTOR CABLE FROM CONTROLLER TO SIGNAL HEAD 23. ALL MATERIALS, LABOR, CONNECTIONS, AND DISPOSAL SHALL BE PAW FOR AT THE CONTRACT UNIT PRICE FOR 'TRAFFIC SIGNAL HEAD — 5—SECTION'. CONTRACTOR SHALL PROVIDE MOUNTING BRACKET AND MOUNT PROPOSED SIGN TO THE OOSTING SIGNAL POST. 2 CONTRACTOR SHALL REMOVE EXISTING CONTROLLER CABINET AND INSTALL NEW SIEMANS M60 CONTROLLER/CABINET ASSEMBLY WITH BACK—PANEL CAPABLE OF ACCOMODATING UP TO 16 CHANNELS ON EXISTING BASE CONTRACTOR SHALL VERIFY EXISTING BOLT PATTERN AND SEAL WITH APPROVED MATERIAL CONTROLLER, SHALL BE NEMA. TYPE II NTCIP COMPLIANT. WITH BATTERY BACKUP. CONTRACTOR SHALL USE EXISTING VIDEO CAMERA PROCESSOR AND MONITOR. ALL MATERIALS, CONNECTIONS, AND DISPOSAL FOR THE COMPLETE AND OPERATIONAL STYSTEM SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR 'CONTROLLER, CABINET, AND ACCESSORIES — COMPLETE'. CONTRACTOR SHALL VERIFY FIBER—OPTIC CONNECTION REQUIREMENTS AND INCLUDE WITH NEW CONTROLLER AND CABINET ASSEMBLY. ALL FIBER OPTIC CONNECTIONS FOR A COMPLETE AND OPERATIONAL SYSTEM SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR, AND SHALL BE PAID FOR AT THE LUMP SUM UNIT PRICE FOR 'FIBER OPTIC INTERCONNECT COMMUNICATIONS SYSTEM'. CONTRACTOR SHALL ADJUST VIDEO DETECTION ZONES 41, 42, AND 71 BASED ON THE NEW STOP BAR PLACEMENT. DETECTION ZONES SHALL BE 6'X30', CENTERED IN THEIR RESPECTIVE LANES. BEGINNING OF DETECTION ZONE SHALL BE APPROXIMATELY 2' TO 4' IN FRONT OF STOP BAR. THERE 1WLL BE NO DIRECT PAY FOR THIS WORK, AND SHALL ,BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS. -- 211 549 22 27 - 5/18/2017 2:17:01 PM O:\10150111\CJD\Owys\N\N3 TRAFFIC SIGNAL PLAMAxy a Q A n n _ �\v1�--------- - M__ S \_ p 6\ J i 23 22 21 51 TRA SIGNAL FACES M�7ER, CONDUIT AND e" ISTROIDE POWER CABLE TO TRA TT.SEE J SHEEIR, / AS PART OF e. 2' Y 12 2' Y F— ,. 672-%2. O 2 21 NO. 23 (NEW) NO. 21,22 NO. 11,51 NO. 24,25( N 83 41,42 31,71 64,65 (1-REO'D) 61,62 (4 -DL UIP) 84,8.5 B (1 -EX. UIP) 81,82 (2-REO'D) ~ B j (B -IX UIP) (4 -EX. UIP) F24 ?J•N: .i ALL NEW SIGNAL FACES SHALL BE EMITTED WITH LED MODULES E2 Lf B' \ PEDESTRIAN PUSHBUTTON \ AND SIGNAL FACE MOUNTING a. �2 U.S. HWY 6 0 000 tee.. TRAFFIC SIGNAL SIGNS TURNING VEHICLES, O O R10-15 R10 -3e 30-x30• 9'x15' (1 -REQ.) (1 -LEFT ARROW) S GILBERT ST & HWY 6 INTERSECTION N 3 TRAFFIC SIGNAL PLAN SCAIF: 1' _ 20' ConFLl1EnCE LANDSCAPE ARCHITECT CONFLUENCE m00N0 STREET SE, SUITE 101 CEDAR RAMOS. N 52101 PIA 31t�.wl HRGreen CML ENGINEER HR GREEN INC. 8710 FARHART IANE SW PH: 512.541.1000 CONTACT: AARON GWNNUP Y BASE AND HANDHOLE LOCATIONS SIGNAL POLE NO. STATION OFFSET RT/LT COMMENTS 1 212+23.4 ' Frr PEDESTRIAN PEDEST 2 213+03.8 10.8' RT EDESTRIAN PEDESf IP EX. UIP IX. HANDHOLE NO. STATION OFFSET RT/LT COMMENTS USE ALL EXISTING HANDHOLES IN PLACE MODIFICATIONS WILL BE NECESSARY AT HANDHOLE 1 AND 2 Z_ SIGNAL CABINET STATION OFFSET RT/LT COMMENTS NO. 1 EX. BASE TO BE USED IN PLACE W ATTACHED METER � 5/18/2017 2:17:01 PM O:\10150111\CJD\Owys\N\N3 TRAFFIC SIGNAL PLAMAxy a Q A n n _ �\v1�--------- - M__ S \_ p 6\ J i 23 22 21 51 TRA SIGNAL FACES M�7ER, CONDUIT AND e" ISTROIDE POWER CABLE TO TRA TT.SEE J SHEEIR, / AS PART OF e. 2' Y 12 2' Y F— ,. 672-%2. O 2 21 NO. 23 (NEW) NO. 21,22 NO. 11,51 NO. 24,25( N 83 41,42 31,71 64,65 (1-REO'D) 61,62 (4 -DL UIP) 84,8.5 B (1 -EX. UIP) 81,82 (2-REO'D) ~ B j (B -IX UIP) (4 -EX. UIP) F24 ?J•N: .i ALL NEW SIGNAL FACES SHALL BE EMITTED WITH LED MODULES E2 Lf B' \ PEDESTRIAN PUSHBUTTON \ AND SIGNAL FACE MOUNTING a. �2 U.S. HWY 6 0 000 tee.. TRAFFIC SIGNAL SIGNS TURNING VEHICLES, O O R10-15 R10 -3e 30-x30• 9'x15' (1 -REQ.) (1 -LEFT ARROW) S GILBERT ST & HWY 6 INTERSECTION N 3 TRAFFIC SIGNAL PLAN SCAIF: 1' _ 20' ConFLl1EnCE LANDSCAPE ARCHITECT CONFLUENCE m00N0 STREET SE, SUITE 101 CEDAR RAMOS. N 52101 PIA 31t�.wl HRGreen CML ENGINEER HR GREEN INC. 8710 FARHART IANE SW PH: 512.541.1000 CONTACT: AARON GWNNUP Y Q Z_ } � U O � � O CJ o a Z � O LL IY Lu SUBMITTAL DATES ISSUED FOR OS -19-2017 BID SEf ADD �1 k /2 TRAFFIC SIGNAL PLAN CONFLUENCE MMECT NO: 15108 N3 PHASE SEQUENCE CHART (NORMAL OPERAITION) PHASE NOTES: 22 1. SIGNAL SHALL DWELL GREEN PHASE 2+6. (� W 83 AND SHALL BE ACTIVE ONLY UPON PUSH BUTTON L> 21 ACTUATION. NEUTRAL NEUTRAL L-> 51 <-RED RED RED ORANGE---- <-YELLOW SOLID IIv ° t& ---- <-GREEN GREEN NUMBER BLUE ---- ELL <-YOW FLASH SPARE ->YELLOW BLACK SPARE 211„1 .� _� gJi O❑ LII. BLACK ISPARE I SPARE 11 G G Y RJR Z_ R R I R R R R R R R R R FR 21,22,23(OL) R R R R G G Y I R R G I Y I RJR a I R R R FR 31 R R R R R R R R E G + G I Y R R R R R FR 41,42 R R R R R R R R R R I R RIG 41, 42 I G Y R FR 51 G G Y R R R R R R R I R RJR I R R R FR 61,62,63(OL) R R R R G G Y R R I G Y RJR I R R R FR 71 R R R R R R R GF t G I Y R R R R R FR 81,82 R R R R R R R R R R R R G G Y R FR 24,25,64,65 DW DW DW DW W W D D DW OW OW DW DW OW DW OW DW 83,84 DW DW DW DW OW W W W DW DW DW DW IW W D 0 DW SUGGESTED SIGNAL TIMINGS (SEC) (1) PHASE MINIMUM GREEN PASSAGE 1 MAXIMUM I AM TIMINGS MAXIMUM II PM TIMINGS YELLOW CHANGE _ - RED CLEARANCE 1 P•B' 20 PROP. 3" CONDUIT WALK - 2 PEDESTRIAN CLEARANCE 1 1 P.B. 201 ML LLT'_ CONDUCTOR AND TR/GR/PRD) ADDED INTIIAL MULTI -CONDUCTOR PROP. 3 DONDUIT CABLE (UIP) TIME TO REDUCE -sC (PED) NSTALL 1-9c (PED) EZ EX. P.B 801 TIME BEFORE REDUCTION TR/cR/PR a MAXIMUM GA 5 � _ 1)) USE IXISTING TRAFFIC SIGNAL TIMING PLANS IN EXISTING 2 ONTROLLER. �il E_�K.CONDUIT AND � MULTI -CONDUCTOR �I CABLE (UIP) 2 INSTALL 1-7C, 1-9C LEGEND SIG SIGNAL HEAD CABLE PED HD PEDESTRIAN HEAD CABLE PED PH PEDESTRIAN PUSH BUTTON CABLE CONTROL CONTROLLER LUM LUMINAIRE STREET LIGHT POWER CABLE N NEUTRAL W7 POWER - UNE 1 W2 POWER - UNE 2 OR GROUND WIRE 1c/B TR TRACER WIRE 1c/10 PR PULL ROPE Y3 FUSED WYE CONNECTOR FOR STREET LIGHTING Y2 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING L1 FUSED IN -UNE CONNECTOR FOR STREET LIGHTING L2 NON-FUSED CONNECTOR FOR STREET LIGHTING DET SHEILDED LOOP DETECOTR LEAD-IN LOOP DETECTOR LOOP LIRE IN TUBING HH HANDHOLE FY FLASHING YELLOW SY STEADY YELLOW TM CABLE TRAFFIC MONITOR UNIT CABLE EY4 EMERGENCY VEHICLE PRE-EMPTION DETECTOR CABLE FO FIBER OPTIC CABLE SM SINGLE -MODE (FIBER OPTIC CABLE) VIDEO VIDEO DETECTION CABLE U.I.P. USE IN PUCE EX. CONDUIT AND MULTI -CONDUCTOR CABLE (UIP) I I EX. CONDUIT AND ULTI-CONDUCTOR CABLE (UIP) 1 /42\/41\/71\ V L-> NOTES: 22 1. SIGNAL SHALL DWELL GREEN PHASE 2+6. 1 1 2. PEDESTRIAN PHASE SHALL BE PROGRAMMED TO NO RECALL, 83 AND SHALL BE ACTIVE ONLY UPON PUSH BUTTON L> 21 ACTUATION. NEUTRAL NEUTRAL L-> 51 LEGEND SIG SIGNAL HEAD CABLE PED HD PEDESTRIAN HEAD CABLE PED PH PEDESTRIAN PUSH BUTTON CABLE CONTROL CONTROLLER LUM LUMINAIRE STREET LIGHT POWER CABLE N NEUTRAL W7 POWER - UNE 1 W2 POWER - UNE 2 OR GROUND WIRE 1c/B TR TRACER WIRE 1c/10 PR PULL ROPE Y3 FUSED WYE CONNECTOR FOR STREET LIGHTING Y2 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING L1 FUSED IN -UNE CONNECTOR FOR STREET LIGHTING L2 NON-FUSED CONNECTOR FOR STREET LIGHTING DET SHEILDED LOOP DETECOTR LEAD-IN LOOP DETECTOR LOOP LIRE IN TUBING HH HANDHOLE FY FLASHING YELLOW SY STEADY YELLOW TM CABLE TRAFFIC MONITOR UNIT CABLE EY4 EMERGENCY VEHICLE PRE-EMPTION DETECTOR CABLE FO FIBER OPTIC CABLE SM SINGLE -MODE (FIBER OPTIC CABLE) VIDEO VIDEO DETECTION CABLE U.I.P. USE IN PUCE EX. CONDUIT AND MULTI -CONDUCTOR CABLE (UIP) I I EX. CONDUIT AND ULTI-CONDUCTOR CABLE (UIP) 1 /42\/41\/71\ V 7 -CONDUCTOR SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE LEFT SIGNAL COLOR INDICATION r--:.-� 81 p I- 83 (PED) 11 61 Q �I a a 84 a -J EX. CONDUIT AND /: CABLE (UIP) 6 02 EX. P.B•/E5 5/18/2017 2:14:38 PIA C:\10150111\CAD\Dwgs\N\N4 S GILBERT ST k HW 6 INTERSECTION STRIPING PIAN.Cwg 7 -CONDUCTOR SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE LEFT SIGNAL COLOR INDICATION r--:.-� — p I- EX. CONDUIT AND `MULTI -CONDUCTOR CABLE (UIP) 6 02 EX. P.B•/E5 5/18/2017 2:14:38 PIA C:\10150111\CAD\Dwgs\N\N4 S GILBERT ST k HW 6 INTERSECTION STRIPING PIAN.Cwg NOTES: 1. NEW CONDUIT, DISTRIBUTION POWER CABLE SHALL BE PROVIDED AS PART OF THIS CONTRACT. SEE J SHEETS FOR DETAILS. 2. ALL EXISTING WIRING AND CONDUIT SHALL BE USED IN PLACE. CONTRACTOR SHALL PLACE NEW CONDUIT AND MULTI -CONDUCTOR CABLE AS SHOWN ON THESE PLANS. 3. CONTRACTOR SHALL USE CARE WHEN PULLING NEW CABLE I EXISTING CONDUITS TO AVOID STRETCHING OR TEARING OF THE MULTI -CONDUCTOR CABLE JACKET. 4. ALL NEW CONDUITS SHALL BE SCHEDULE 40 PVC OR HDPE SDR 11 (LABELED PVC) UNLESS OTHERWISE SPECIFIED. 7 -CONDUCTOR SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE LEFT SIGNAL COLOR INDICATION THROUGH SIGNAL INDICATION 5 -SECT RIGHT INDICATION p I- W N w WHITE---- NEUTRAL NEUTRAL NEUTRAL RED <-RED RED RED ORANGE---- <-YELLOW SOLID YELLOW YELLOW GREEN ---- <-GREEN GREEN GREEN BLUE ---- ELL <-YOW FLASH SPARE ->YELLOW BLACK SPARE SPARE ->GREEN WHITE I BLACK ISPARE I SPARE SPARE NOTES: 1. NEW CONDUIT, DISTRIBUTION POWER CABLE SHALL BE PROVIDED AS PART OF THIS CONTRACT. SEE J SHEETS FOR DETAILS. 2. ALL EXISTING WIRING AND CONDUIT SHALL BE USED IN PLACE. CONTRACTOR SHALL PLACE NEW CONDUIT AND MULTI -CONDUCTOR CABLE AS SHOWN ON THESE PLANS. 3. CONTRACTOR SHALL USE CARE WHEN PULLING NEW CABLE I EXISTING CONDUITS TO AVOID STRETCHING OR TEARING OF THE MULTI -CONDUCTOR CABLE JACKET. 4. ALL NEW CONDUITS SHALL BE SCHEDULE 40 PVC OR HDPE SDR 11 (LABELED PVC) UNLESS OTHERWISE SPECIFIED. (11 USE ALL VIDEO DETECTION ZONES IN PLACE CEPT FOR PHASE 4 AND 7. ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 1 W CEDAR RAPIDS. IA 52401 PH: 319.409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319 SH 4000 CONTACT: AARON GWINNUP Y DETECTOR SUMMARY (1) p I- W N w W OrW W m Z Q N U m d = W i w Q Q 7 W O m W N W = U) O FU U N W Z_ 0 Z OJ d >- W N p W J p O w Q w 2 In 7 a W w w 0 D_ p a z ow L1 11 1 I JEX. VIDEO (UIP) 21, 22, 23 2 EX VIDEO (UIP) 31 3 EX VIDEO (UIP) 41, 42 4 NEW VIDEO 51 5 IX. VIDEO (UIP) 61, 82, 63 6 EX VIDEO (UIP) 71 7 EX VIDEO (UIP) 81, 82 8 EX. VIDEO (UIP) 201, 202 PHASE 2 PED 601, 602 IX PED PH 801, 802 EX PED PH (11 USE ALL VIDEO DETECTION ZONES IN PLACE CEPT FOR PHASE 4 AND 7. ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 1 W CEDAR RAPIDS. IA 52401 PH: 319.409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319 SH 4000 CONTACT: AARON GWINNUP Y D_ V) 0 Z M 0 LUU U) O U = o � a � Z 0 LL. w SUBMITTAL DATES -1E L11111 ISSUED FOR T-1 It os -le -eon BID SLT TRAFFIC SIGNAL WIRING CONFLUENCE PROJECT NO 151W N4 WIRE QUANTITIES (IN FEET) OTHER STREET LIGHT TRAFFIC SIGNAL POLE QUANTITIES Put tato 1dB t>ytOLM 1c•BLUN +o•s Pve tslaBe<p 9�ekea Loop Dnecbr Loop 1aiPmErrpion Fnm To Qtb Gtr Rape TR Copper Copper Coppet Copper Y14oDd Cdfk DdecbrLeaOa1 4HeIn Tulbp cmle 7c.t4 tkpl 20f/4 YL.0 Potr No. Lenpb Spr•IHedl Spapr9 F'RR,, s A Feet) B OF.Q C (Fed) D (Fen) E (Feel) f CONmb Ex Hddtbtr 1 ?0 45 c. urse �e. Qiw P I R 3D 1 r drtrn Po8e9el 37 5/10/2017 2:13:41 PIA 0:\10150111\CAD\Dwgs\N\N5 S GILBERT ST k HW 6 INTERSECTIONA, FOOTING AND HANDHOLE QUANTITIES OTHER STREET LIGHT . e mLL ItLL m f F t + 2 ToW, 2 5/10/2017 2:13:41 PIA 0:\10150111\CAD\Dwgs\N\N5 S GILBERT ST k HW 6 INTERSECTIONA, FOOTING AND HANDHOLE QUANTITIES OTHER STREET LIGHT mLL ItLL m f F t + 2 ToW, 2 CITY C v�'1n�'li Regxee"M35ec8oP3iplel Heat. U•ee Ma�. SIGNAGE QUANTITIES Tdab = conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE NO 2ND STREET SE, RUDE IN CEDAR RAPIDS, A 8401 PH'. 3184085401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART VANE SW PH: 319 MI AND CONTACT: AARON GWINNUP Y Q a_ /U) V Z U W Q O 0 U = LL o 0 EL F Z Of LL of W Of SUBMITTAL DATES —11 ISSUED FOR OS -1Y-2017 BID SET TRAFFIC SIGNAL QUANTITIES CONFLUENCE PROJECT NO 15105 N5 OTHER STREET LIGHT conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE NO 2ND STREET SE, RUDE IN CEDAR RAPIDS, A 8401 PH'. 3184085401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART VANE SW PH: 319 MI AND CONTACT: AARON GWINNUP Y Q a_ /U) V Z U W Q O 0 U = LL o 0 EL F Z Of LL of W Of SUBMITTAL DATES —11 ISSUED FOR OS -1Y-2017 BID SET TRAFFIC SIGNAL QUANTITIES CONFLUENCE PROJECT NO 15105 N5 GRADING NOTES: 1. THE IOWA RNER RIVERBANK IS TO BE WD BACK TO MPROX. 3:1 SLOPE!MOVE TH E ELEVATIONTH OF E EXISTNG CONCRETE REVETMENT. THE 3:1 SLOPE AND THE SDNCH AREA, JUST ABOVE RIE RIVERBANK PROPER ME TO BE FINISH GRADED REASONABLY SMOOTH PRIOR TO SEEDING. MEAS OF MISSING REVETMENT MAY BE SELECTED FOR TOP DRESSING WITH CUSS D REVETMENT - HAVE THE ENGINEER REVIEW FOR THIS NEED PRIOR TO FINISH OWING AND SEEDING 2. TOPSOIL SHALL BE STRIPPED FROM THE SOUTHERN (LOWER) REGION OF ME SITE. AND MY OTHER MEAS OF THE SITE WERE TOPSOIL IS FOUND TO DUST. TOPSOIL IS NOT LIKELY TO EXIST IN THE NORTHERN PORTON OF THE SITE A11. TOPSOIL FROM THE SITE SHALL BE INSPECTED FOR ROCKS AND DEBRIS FROM THE FORMER WASTEWATER TREATMENT PUNT. IF ROCKS ME ENCOUNTERED. TOPSOIL IS TO BE SCREENED OR OTHERWISE PROCESSED TO REMOVE THEM PURSUANT TO SUDAS SEEDBED PREP STANDARDS. SIX INCHES OF CLEW, ROCK FREE TOPSOIL 15 TO BE SPREAD ON ALL MEAS OF THE SITE TO BE SEEDED OR PIMTED. ONSITE AND OFFSITE TOPSOIL SHALL BE INSPECTED PRIOR TO SPREADING AND SEEDING: THE ENGINEER MAY ELECT TO HAVE THE TOPSOIL MENDED WITH COMPOST TO IMPROVE THE OUALTY. 3. THE NORTHERN REGION OF THE SITE, MD THE FUTURE "NATURE PLAY MEA" (RALSTON CREEK WEST BANK BETWEEN THE BRIDGES) MAY COWAN SIGNIFICANT AMOUNTS OF BROKEN CONCRETE OR OTHER DEBRIS. INCLUDING CONCRETE WN REEAR. OVERFXCAVATON MD REASONABLE DEBRIS REMOVAL MAY BE NECESSARY. ALL DEBRIS EXCEPT ROCKS AND CLEAN BROKEN CONCRETE IS TO BE REMOVED AND DISPOSED OF PROPERLY. ALL ROCKS AND CLEAN CONCRETE (BROKEN FROM SIMS TO "RUBBLE DIMENSIONS) MAY BE USED AS FILL IN THE LOWEST LAYERS OF TIE SMEAI RIFFLE STRUCTURES. " 4. SURFACES TO RECEIVE TOPSOIL SHOULD BE LIGHTLY DISCED AND , RAKED PRIM TO TOPSOIL SPREADING. TO LOOSEN THE SUBSOIL AND c REMOVE ROCKS TO THE GREATEST EXTENT POSSIBLE. 5. EXISTING RIPRIP ON THE RALSTON CREEK BED AND BASKS SHALL BE REMOVED, STOCKPILED. AND REUSED. DO NOT AII PT TO REMOVE RIPRAP IMMEDIATELY SURROUNDING THE SANITARY STREAM CROSSING STRU/ URE. Al CUSS B RIPRM SHALL END UP WITH ME MAJORITY OF THE VOIDS CHOKED W0H MACADAM STONE. TOPSOIL OR RIVER COBBLE. DEPENDING ON THE AREA (SEE PUNS). MEAS OF SOIL -CHOKED RIP RIP SHALL BE SEEDED ACCORDING TO THE /1 PLANTING PIM. CUSS D RIP RM IS CONSIDERED "SELF CHOKING , DUE TO TRE FINES CONTENT BUT MAY BE ELECTED FOR ADDITONA T UCT- CHOKING IF DEEMED NECESSARY BY THE ENGINEER. / SEE NOTE 6, ALL DISTURBED AND ANY UNDISTURBED DUSTNG RIP RM ABOW / ELEVATION 632 MUST BE SOIL CHOKED, SEEDED AND STABILIZED WITH / APPROPRIATE EROSION CONTROL DEVICES PRIOR TO PROJECT / COMPLETION. /, \ LLI I I-. 5/8/2017 4:04:11 PM Q\la16D111\CAB\Dw9s\D\Ol.awq NO SIGNIFICANT GRADING MOUND IMSTNG SANITARY STRUCTURES 'FSEE NOTE 3 — — IMPERNOUS BASE, 12"' ORE HATCHED AREA AT NNEL BASE ELEVATION) 1 OVERALL GRADING PLAN a ISI k\v Efi \AWN NOTE 1 / �BE�NOIE S'� AV, I I / / I 1 COMPACTS 12• THICK / AREA AT C n AVAT ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREETSE. SUITE IN CEOM RMIO5.IA52AM PH: 319,MOBSIl HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EMHNRLANE SW PH'. 019MIAI00 CONTACT: AMON GWNNUP Y r ar^^ rU) V Z ,^),^ L) vJ � Owl O U d o r Z O X LL Lu 'A SUBMITTAL DATES ISSUED FOR 03-08-2017 BID SEf ADDENDUM �1 GRADING PLAN CONELUENCEPROIECTNO: 15IN Q1 1. THE IOWA RIVER RIVERBANK IS TO BE WD BACK TO APPROX. 3:1 SLOPE, ABOVE THE ELEVATION OF THE EXISTING CONCRETE REVETMENT. THE 3:1 SLOPE AND THE BENCH AREA JUST ABOVE THE RIVERBANK PROPER ME TO BE FINISH GRADE) REASONABLY SMOOTH PRIOR TO SEEDING. AREAS OF MISSING REVELMENT MAY BE SELECTED FOR TOP DRESSING WITH CUSS D REVETMENT — HAVE THE ENGINEER RENEW FOR THIS NEED PRIOR TO RNISH GRADING AND SEEDING 2. TOPSOIL SHALL BE STRIPPED FROM THE SOUTHERN (LOWER) REGION OF THE SIZE, AND ANY OTHER MEAS OF THE SITE WHERE TOPSOIL IS FOUND TO EXIST. TOPSOIL IS NOT UKELY TO EXIST IN THE NORTHERN PORITON OF THE SITE. ALL TOPSOIL FROM THE SITE SHALL BE INSPECTED FOR ROCKS AND DEBRIS FROM THE FORMER WASTEWATER TREATMENT PLANT. IF ROCKS ME ENCOUNTERED, TOPSOIL IS TO BE SCREENED OR OTHERWISE PROCESSED TO REMOVE THEM PURSUANT TO SUDAS SEEDBED PREP STANDARDS. SIX INCHES OF CLEAN, ROCK FREE TOPSOIL IS TO BE SPREAD ON ALL MEAS OF THE SITE TO BE SEEDED OR PUNTED. ONSITE AND OFFSITE TOPSOIL SHALL BE INSPECTED PRIOR TO SPREADING AND SEEDING; THE ENGINEER MAY ELECT TO HAVE THE TOPSOIL AMENDED WITH COMPOST TO IMPROVE THE OUAUIY. 3. THE NORTHERN REGION OF THE AND THE "NATURE PLAY MEA' (RALSTON CREEK WEST- GES)_MAY CONTAIN SIGNIRCANT AMOUNTS OF BROKEN CONCR DEBRIS, INCLUDING CONCRETE WITH REBM. OVEREXCAVATON AND REASONABLE DEBRIS REMOVAL MAY BE NECESSARY. ALL DEBRIS EXCEPT ROCKS AND CLEAN BROKEN CONCRETE IS TO BE REMOVED AND DISPOSED OF PROPERLY. ALL ROCKS AND CLEAN CONCRETE (BROKEN FROM SLABS TO "RUBBLE DIMENSIONS) MAY BE USED AS RLL IN THE LOWEST LAYERS OF THE STREAM RIFFLE STRUCTURES. 4. SURFACES TO RECEIVE TOPSOIL SHOULD BE UGHTLY DISCED AND RAKED PRIOR TO TOPSOIL SPREADING, TO LOOSEN THE SUBSOIL AND REMOVE ROCKS TO THE GREATEST EXTENT POSSIBLE. 5. EXISTING RIPRAP ON THE RALSTON CREEK BED AND BANKS SHALL BE REMOVED, STOCKPILED. AND REUSED. DO NOT ATTEMPT TO REMOVE RIPRAP IMMEDIATELY SURROUNDING THE SANITARY STREAM CROSSING STRUCTURE. AL CLASS B RIPRAP SHALL END UP WITH THE MAJORITY OF THE VOIDS CHOKED WITH MACADAM STONE, TOPSOIL, OR RIVER COBBLE, DEPENDING ON THE AREA (SEE PLANS). MEM OF SOIL—CHOKED RIP PAP SHA1L BE SEEDED ACCORDING TO THE PLANTING PLM. CLASS D RIP RAP IS CONSIDERED "SELF CHOKING" DUE TO THE RNES CONTENT. BUT MAY BE ELECTED FOR MDHTONAL CHOKING IF DEEMED NECESSARY BY THE ENGINEER. 4/15/2017 11:20:33 AM O:\1O150111\CAD\Dw98\Q\QI.dwq NOTE NO SIGNIFICANT GRADING MOUND EXISTING SANITARY STRUCTURES I %t. OVERALL GRADING PLAN SCALE: V — 60• J I � WE. ) AREA e.. NOTE 3 t 0 \4 P 0 w fttNER NOTE 1 u (LED, 201 PRsA i/ ' / r PAM AREA AT EIEVA / / / Q / / / / conFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 106 CEDAR RAPIDS, IA 52401 PH: 319609.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH'. 519.9416000 CONTACT: AMON GWINNUP Y 'I'..^L 'V/ V Z r^� U VJ O U) C• Ua o Z L) w LL Lu 159 SUBMITTAL DATES ISSUED FDR 04-18-2017 BID SET GRADING PLAN CONFLUENCE PROJECT NO: 15108 Q1 T -CK_ 2 v c T -CS ��- 1 T LD 1 — T I l� e �.,,,�• 3 � vE�k/A�� T GT 1 / \ T BP 3 T- CM_ I 1_- 1 L TREE SYMBOL LEGEND US EN CANOPY TREES i @fftTREES d OMEDIUM S OVERSTORY ITREE® RLOWERNOGTREES \..� 49 � \ NOTE SEE APR 13 PLANT FOR AAAddF�'T�1"" 9MSCHEDULE QUANTITIES &NOTES Y CLERK WA TSN 1 T M T -CA \\ T UP \ G'BZ 1 % �4 I T oc T -OA /�� r \ TT ��•I o P I � . .0 COnFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE. SUITE 104 CEDAR RAPIDS, IA 52401 PH: 3194095/01 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS, IA 52406 PH: 319.41.60M CONTACT: AARON GWNNUP Y D_ U) z U 0 o U a o Z � O w LL D' LLl SUBMITTAL DATES ISSUED FOR 0418-2017 BID SET X. LANDSCAPE PLAN (TREES) CONFLUENCE PROJECT NO: 15,W R1 -t�a TREE SYMBOL LEGEND WETLAND PLANT SCHEDULE TREE & SHRUB SCHEDULE - BASE BID 0URGE ZONE SCIENTIFIC NAME COMMONNAME CITY (SPACING) TYPE SIZE Shortgrasas Seed Mix for Dry SandQ Prairie Macn Nurseries & EVERGREEN & ENTIMES 6.001bs/acre Seed E DECIDUOUS CANOPY TREES Andmpo on gefardii eig Bluestem 118 (4 -ft o.c.) Plugs 'c Asclepiaspurpurescans Purple Milkweed 118 (4 D.D. Pugs a Boutebua cunipendula SWEDE s Grama 59 4- D.C. P u s v Carex brevior Shortbeak Sedge 59 4- D.D. P u C Hesperosfipa spartea Porcupinegrass 76 4 -ft D.C. IL u s m Lespedeza capitata Round -headed Bush Clover 59 4 -ft D.C.) Pugs Ox LOBOS aspera Tall B azing Star 118 4- D.C. Pugs C Monarda fisfulosa 4MId Bergamot 1 59 4 -ft D.C.) Plugs m Rafibida pinata I Gray -headed Coneeower 59 4- D.D. Flus n Rudbeckia hirta Black -e ed usan 118 (4- D.C. Pugs SPEOIMENOUNUTY Schizachyrium scopanum If Little Bluestem 118 4- o.c. Plugs 2..LAL porobouscryptandrus Santl Dropseed 118 4 -ft o.c. Plu s H N T SPEq -S pTREE TJN 2 Jugans nigra Tallgrass Praire Seed Mix for We[Mesic Soils® Prairie Moon Nurseries) = Com' 25.5lbs/acre Seed Andropogon gerardii Big Bluestem 548 4 -ft D.D. Plugs SINGIESTEM TREE FORM, Calamagrostis canadensis Bluejoint 548 4 -ft o.c. Pugs - Carex bicknellii Bicknell's Sedge 392 4 -ft D.D. Plugs �Q Chamaecnsta fasciculata f Partridge Pea 392 4 o.c. Plugs w Echinacea pallida Pale ConeBower 392 4 D.C. Pugs Liaths pycnostachya Prairie Blazing Star 392 4- O.C. P u s m Panicum virgatum Switchgrass 548 4- D.C. Plu s SPECIMEN QUALITY Ratlbida pinnata Gray -headed one ower 392 4- D.L. Pugs Schizachyrium scoparium Little Bluestein 392 4- D.D. P u s AMERICAN SYCAMORE Sorghastrum nutans Indiangrass 548 4- o.c. Pu s Spartina pectinata Prairie Cordgrass 392 (4 -ft o.c. Pugs t ymp yotnchum novae-anghae New England Aster 392 4- o.c. P u s T -QM 3 UerCU$maCfOrd rPa BUR OAK IN TE TREEFORM, SPECIMEN QUALITY Short Sedge Meadow Seed Mix Prairie Moon Nurseries T 19.5 lbs/acre Seed e CGIamD ros[is stricto Northern reed grass 520 4 D.C. Plugs V CGrexsti ato Common fox sedge 1300 4- o.c. Plugs fEfeochorfs compressor f Fatstems i erush 780 4- o.c. Plu S SINGLE`EMM TREE FORM, Leersia o zoides Rice cut -grass 1300 4- D.C. Plugs i 9 L Krum Glotum Winged loosestri a 1 780 (4 -ft o. c.) Plugs Ulmus americana'Princeton' 5 m h o[richum onreolatumI Parricledr 780 4 -ft o. C. Plu s z Verbena h sto c ry in 780 4- o.c. Plu s MEDIUM DlICIDUOUS CANOPY TREES T -AS Detention Basin Seed Mix 0 Prairie Moon Nurseries Aesculusglabra 3.0 lbs/acre Seed 0 Amorpha fruh'cosa False Indigo 21 4- o.c. Pugs 6.HOT Asclepias incarnate wamp Milkweed 21 4- o.c. P ugs m a Calamagmstis canadensis Bluejoint N 56 (4 -ft D.C. Plugs u Carex vulpinoidea Fox Sedge 56 (4 -ft o.t. Plugs E Ele khans obtusa Blunt Spikerush 21 4 -ft o.c. P u s a Pontedena cordata Pickerel -weed 21 4- o.c. P u s LmORM. Schoen kxdus fluviatilis River Bulrush 56 4 -ft o.C. P II s TREE SYMBOL LEGEND PENNINSULA 81SILAND TREE & SHRUB SCHEDULE - BASE BID 0URGE KEY CITY. OTANICAL NAME COMMON NAME SIZE I SPACING 8 REMARKS & EVERGREEN & ENTIMES LOW WIMIX E DECIDUOUS CANOPY TREES SF III SF TOTALTAL UNDERSTORYe ® FLOAERINGTREES kentukea YELLOW WOOD vCAL SINCIMENQ TREE Fo T -0K a Cladrastls STANDARD SPECIFICATIONS, 51.955 SF TOTAL SPECIMEN QUALITY Catal CATALPA 5 r 2IY� INGLESTEM R M, T.CB 2 s CI Pa Pe MEN QUALITY a us5 IVatice EUROPEAN BEECH - Z'CA[ IN E -ST M R EFo M, T -PS 1 g y BP LIMENOU,— T -0O 3 G mnodadus dioica'E resso' p E KV OCFFEE Y'CAL SINGLESTEMTREE FORM, y EE SPEOIMENOUNUTY TCT 1 GleditSia bicanthos' Harve' ,N RTHERN ACCLAIM' 2..LAL sINGIESTEMTREE FORM, H N T SPEq -S pTREE TJN 2 Jugans nigra BLACK WALNUT = Com' SO SPECIMEN OUALItt FORM. LarlX decidua EASTERN LARCH 2.CAL SINGIESTEM TREE FORM, T.ID 3 - SPECIMEN QUALITY Liquidambar TALRITEFORM, T`US z styraciflua $WEETGUMYON._ SPECIMEN OM Urlodendron lull ifera TULIP TREE Y'CAL s TLM TRE tL T.LT s P SPECIMEN QUALITY T -NS 3 N ssas vatice Y Y BLACKTUPELO STSINCIMEN R SPGUE-STQUPLITY T -PO 3 IatanU50CGdenidI15 AMERICAN SYCAMORE SPECIMETEMTRE FOR SPECIMEN UP11tt SWAMP WHITE OAK SINGLES M EE FORM, T -0B t QueroUS bicolor BPECIMENQUALITY T -QM 3 UerCU$maCfOrd rPa BUR OAK IN TE TREEFORM, SPECIMEN QUALITY TOR T Quercus rubra NORTHERN RED OAK 17C" SINGLESreM TREE O M, SPECIMEN GVAIJTY TSN 2 affix nigra g BLACK WILLOW LSEMTR SPECIMEN QUA JTY T-uF 2 Ulmus (carping x parvifOlia) FRONTIER ELM SINGLE`EMM TREE FORM, ,F SPECIMEN QUALITY TLA a Ulmus americana'Princeton' PRINCETON ELM SII` LE E TREE FORM, SPECIMEN QUALItt T -2S z Zelcova serrata JAPANESE ZELKOVA SING TREE FORM, SPECIMEN QUAt1TY MEDIUM DlICIDUOUS CANOPY TREES T -AS 31, Aesculusglabra OHIO BUCKEYE YC'AL' SPECIMEN LL-STE MUM TSA z Betula aIle haniensis g YELLOW BIRCH 6.HOT T1s E SPECIMENQUALITY Betula PINNACLE BIRCH e'HOT. SPE TLP platyphylla'Fargo' DAKOTA ECMENUILITY - Betula Heritage 'HERITAGE' RIVER BIRCH Or MGT MULTI -STEM TRREE T -BN t nigre'CDIIy' LmORM. T -CA 6 CGmUsaltemlfoha PAGODA DOGWOOD Or MGT 61 IS EEFORM, SPECIMEN QUALITY T -0M . CODIUS Mae CORNELIAN CHERRY DOGWOOD 6'HGT SPECTINI MTREE FORM, SPECIMEN OUPNY TCC 4j Cerciscanadensls EASTERN REDBUD OrHGT., 3PECIMEN UPLITY T -HM 2 HeP m TTltacodluicorlloide5 SEVEN SON FLOWERING TREE SHOT. EFOR. LI- NGUAUTY ITENTREEF Oxydendrum SOURWOOD S•ROT MULTI- EMTREE FORM, M T -0A 1 ^l" arboreum 6PECIMEN QUPLITT T -PM 4 tonus maackii AMUR CHOKECHERRY SHOT SINGLE -TEM TREE FORM, SPECIMEN QUALnY TLP t UlmuS wifolia'Emer l' Pa ATHENA ELM gHOT "CIMENLE'STMTREE ORM, SPECIMEN QUALITY EVER EEN B CONIFER TREES TCo s AbieS concolor WHITE FIR 10 HGT. T r -Ps z Pinus StrobUS WHITE PINE mHar. smcL -L m, VAI. SPECIMEN OU_RPLY T -TD 4 Taxodiumdistichum BALDCYPRESS to HOT. IN -IF.A LER' SPECIMEN QUALItt OTHER scs 1 mus sericea'I ni' RED TWIG DOGWOOD 3GAL SLIP GO SPACING cN3z 14 arex acca' ue In er' BLUE ZINGER SEDGE GRASS 1cAL reo.c. SPAcwc TREE SYMBOL LEGEND PENNINSULA 81SILAND DECIDUOUS 0URGE CANOPYTREES OMEDIUM DECIDUOUS HIGH MEADOW MIX ONERSTORYTREE 75.890 SF TOTAL & EVERGREEN & ENTIMES LOW WIMIX CONIFER SF III SF TOTALTAL UNDERSTORYe ® FLOAERINGTREES I WETLAND SEED MIX LEGEND I 0000 PENNINSULA 81SILAND 0000 14,720 SF TOTAL MIX OF EASTERN STAR SEDGE (8(ft BLIICKEYEOSUSW(25%)AND NATIVE PRAIRIEGRASS MIXTURE, INSTALL PER UNITED SEED INC. HIGH MEADOW MIX VMITE FALSE INDIGO (15%) 75.890 SF TOTAL STANDARDSPECIFILATIONS. LOW WIMIX 22,855 SF TOTAL SF III SF TOTALTAL 62,585 SF TOTAL AMPMIB9VN POOL MIX NOT Too TALL WILDFLOWER SEED MIX, INSTALL PER UNITED SEED INC. STANDARD SPECIFICATIONS. 33,595 SF TOTAL 3,550 SF TOTAL UPLAND SEED MIX LEGEND MIX OF EASTERN STAR SEDGE (8(ft BLIICKEYEOSUSW(25%)AND NATIVE PRAIRIEGRASS MIXTURE, INSTALL PER UNITED SEED INC. llll T„r VMITE FALSE INDIGO (15%) STANDARDSPECIFILATIONS. 22,855 SF TOTAL 62,585 SF TOTAL DD D DDD D pDDD NOT Too TALL WILDFLOWER SEED MIX, INSTALL PER UNITED SEED INC. STANDARD SPECIFICATIONS. 33,595 SF TOTAL HYDROSEED, SUPER NRF II LS SEED MIX, INSTALL PER UNITED SEED INC. STANDARD SPECIFICATIONS. 518,1300 SF TOTAL tRTLEBUCKAROO'SEEDMIX. INSTALL PER UNITED SEED INC. — .: NOMOWINMIAIXWRE. INSTALL PER PRAIRIE NURSERYS STANDARD SPECIFICATIONS, 51.955 SF TOTAL STANDARD SPECIFICATIONS. 41.760 SF TOTAL ® UNDISTURBED GROUNDCOVER PLANTING NOTES: 1. SEED ALL AREAS WITHIN CONDUCT LIMITS, NOT COVERED BY PAVING, BUILDINGS, DR PIANTRJG BEDS, UNLESS OTHERWISE NOTED. 2. PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. 3, STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWNKIS. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FON APPROVAL of STAKING PRIOR TO EXCAVATING PLANTING PITS, 4. CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PIANTING BEDS TO A DEPTH OF 3'. 5, KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI280-1882 OR MOST RECENT EDITION. 8, THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT. Z THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS. PERENNIALS. ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROIEOT. 8. SUBSTITUTIONS SHALL ONLY BE ALLOI WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAIUtBLE. THE CONIRAOTOR MUST PROVIDE NAME AND VARIETY OF ALL SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRKIR TO PROCUREMENT. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT 612E OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 9, ALL PLANT I.UTERIAL SHALL BE NURSERY GROWN. SOUND, HEALTHY. VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES. WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT UST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS. CWFLUEME LANDSCAPE ARCHITECT CONFLUENCE BD02ND STREET 6E, SUITE 106 CEDAR RAPIDS, IA 52401 PH: 319408.5401 HRGreen CIVIL ENGINEER HR GREEN INC 8710 EARHART LANE SW CEDAR RAPIDS, A 52404 CONTACT: AARON GWINNUP Y Q Z r^� V VJ � O W 3! VI p U a o z O�/ LL LL L.1_ LU J SUBMITTAL DATES ISSUED FOR 05-2&2077 BID SET ADD. #4 LANDSCAPE SCHEDULE & NOTES CONFLUENCE PROJECT NO 15105 R3 TREE SYMBOL LEGEND QURGE DECIDUOUS CANOPY TREES O MEDIUM DECIDUOUS OVERSTORYTREE EVERGREENS CONIFEEVERGR TREES ® UNDERSTORY& R041ERINGTREES UPLAND SEED MIX LEGEND I� WETLAND PLANT SCHEDULE J1�-L Wy BUCK EYED SUSAN (25%) AND ZONE SCIENTIFIC NAME COMMONNAME CITY (SPACING) TYPE NOT TCO TALL WLDFLOl SEED 5 ortgrasas Seed Mix for Dry San (Prairie Moon Nurseries) MIX, INSTALL PER UNITED SEED INC. 6.001bs/a[re Seed Andropogon gerdrdii Big Bluestem 118 Oft o.c. Pugs c Asclepias purpurascens Purple Milkweed 118 Oft D.C.) Plugs � Boute oua curtipendule Sideoats Gmma 59 (4 -ft D.C. Plugs v Carex brawor Shortbeak Sedge 59 Oft D.C.) Pugs `m Hesperostipa spartea Porcupinegrass76 4 o.c. P u s �^ Lespedeza capitata Round -headed Bush Clover 59 4- o.c. Pugs M, LTam's aspera Tall Blazing Star 118 4 D.C. Plugs c Monarda fistulosa Wild Bergamot 59 4 D.C. P u s w Ratitu'da pinnata Gray -headed Coneflower 59 4 -ft o.c. P u s n Rudbeckla hirta Black-eyed Susan 118 Oft O.c. P u s t Schizachyrium scopariu Little Bluestem 118 4 -ft o.c.) PIURS Spor000w cryptandrus Sand Dropseed 118 4 -ft o.c.) P u s SPECIMEN QUALITY SUBMITTAL DATES Juglans nigra BLACK WAL Tallgrass Praire Seed Mix Tor Wet Mesic Solis® (Prairie Moon Nurseries) TON 25.5 lbs/acre Seed Andropogon gerardn 11.. Bluestein 548 4- o.c.) Plugs Lal decidua Calamagrostis canadensis elEEI.n t 548 4 o.c. Plugs 3 Carex bicknelld Bicknell's S e 392 4 FO CT Pugs 0 Chamaecnsta fasciculata Partridge 392 4 O.c. Pugs y Echinacea pailida Pale ConeFlower 392 (4 -ft D.C. Pugs i Liatns pycnostachya Prairie Blazing Star 392 (4tt D.C.) Plugs m Panicum virgatum Switchgrass 548 (4 -ft o.c.) Plugs T Refill a pinnate ray -headed ConeFlower 392 (4 -ft D.C.) Plugs Schizachyrium scopanum Little Bluestem 392 (4- o.C.) Plugs Sorghastrum nutans Indiangrass 548 (4 -ft o.c.) Plugs SPECIMEN OF LITY Spartina pectineta Prairie Cordgrass 392 (4 -ft o.c.) Plugs "CAL Symphyomchum novae-angliae New England Aster 392 4 -ft o.c.) Plugs ERICAN SPECIMEN GVALITY bicolor Shan Sedge Meadow Seed Mix 0 Prairie Moon Nurseries) TICAL 19.5 lbs/acre Seed e Co/oma rostisstricta Northern reed grass 520 (4 -ft o.c.) PI M Carexsvi oto Common ox sedge 1300 (4 -ft o.c. u s SINGLEST MiREE FORM, Eleec aril compressa F atstem spi erus 780 (4 -ft o.C. P u s Leersia oryzoides Rice cut -grass 1300(4- o . Plu s 3 9 Lythrum Dlatum Winged loosestri e 780 (4- .a) Plugs Dull rubra S m h otrichum lanceolatum Fall l a t r 780 o.C.) Plugs Verbeno hostata Blue vervain 7 4 -ft o.c. Plugs UlmusIna xparvifolia) SINGLE -STEM TREE FORM, Detention Bazin Seed Mix Prairie Moon Nurseries)3.0bs/acre z FroFRONTIER Seed iAmorpha frutioosa False Indigo 21 4- 0 CT Pugs PRINCETON ELM Asclepias incamata Swamp Milkweed 21T4-ff 0 CT P Ugs 1O a Calamagmstis Camden BIuejom 56 4 -ft D.C. Pus. Carex vulpinoidea Foz Sedge 56 4- o.c. P ugs E Elsochans obtuse Blunt Spi sh 21 4- o.c. P u s a Pontedena cordate Picker eed 21 4- D.C. Plugs Schoenoplectus fluviatilis Ri ulrush 56 4 -ft o.c. Plugs TREE SYMBOL LEGEND QURGE DECIDUOUS CANOPY TREES O MEDIUM DECIDUOUS OVERSTORYTREE EVERGREENS CONIFEEVERGR TREES ® UNDERSTORY& R041ERINGTREES UPLAND SEED MIX LEGEND I� WETLAND 0000 MIX OF EASTERN STAR SEDGE (80%), J1�-L Wy BUCK EYED SUSAN (25%) AND KEY WHITE FALSE INDIGO (15%) BOTANICAL NAME 22,955 SF TOTAL SIZE NOT TCO TALL WLDFLOl SEED peDD> MIX, INSTALL PER UNITED SEED INC. Up pp STANDARD SPECIFICATIONS. 33.595 SF TOTAL a 'LITRE BUCKAROO' SEED MIX, YELLIs O INSTALL PER UNITED SEED INC. GrEM EFOR STANDARD SPECIFICATIONS. 51,9555FTOTAL WETLAND 0000 PENNINSU.T&AL NO TREE & SHRUB SCHEDULE - BASE BID TOTAL KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING & REMARKS LOW MEADOW MI% LARGE DECIDUOUS CM EEIE� 86,500 SF TOTAL AMPHIBIAN MIX a Cladrastis kentukea YELLIs O zcAL GrEM EFOR rCK 4 176 GF TOTAL � UNDISTURBEDGROUNDCOVER SPECIMEN QUALITY I Catalpa5 CATALPA 2'GAL SINGIEST MTREEFO M. T -CS 2 I D$a LL SPECIMENOUAUTY U Fal sylval EUROPEAN H a M, T{6 t BEE .2 SPECIMEN OUAITE" TCD 3 Gymnocladus dioica'Espresso' DVKjCOPFl2' SFNGLMITREE FORM, TR SPECIALLY TGT t Gleditsla tdCan1605' Hal 'NORTHERN AC LAIM' ,Z,� sING1ESTEM TREE FORM. H NEYLO SPECIMEN QUALITY SUBMITTAL DATES Juglans nigra BLACK WAL SINGLES M EE FORM, TON 2 SPECIMEN QUUITY Lal decidua EASTER RQM 2'GR SINGL EMTREE FORM, T -LD 3 SPECIMEE N OUPLITY Liquidambar styraciflua SWEETGDM rCAL 31NGL STEM TREE FORM, LES 2 SPECIMENOUALITY LIDOdendron tull Ifera TULIP TR TCAL BN TEMTREEFO T{i 5 P SPECIMENOUALITY N SsaS lvatlCa B PELO 'Y GAL I TEMTREE 3 y y' SPECIMEN OF LITY SYCAMORE "CAL SINGLESTEMTREE Foam, 3 Platanus occidentalis ERICAN SPECIMEN GVALITY bicolor SWAMP WHITE OAK TICAL SINGLESTE M TREE FORM. t Quercus SPECIMEN QUALITY QUencus macrocarpa BUR OAK 2. Spy. SINGLEST MiREE FORM, 3 P SPECIMEN QUALITY NORTHERN RED OAK 2'CAL SINGLSTEM TREE FORMSPECIMEN FT.R ] Dull rubra OUALIIY2 Salix ni ra g BLACK WILLOW 7 -PECIMENQUALITY SIN UlmusIna xparvifolia) SINGLE -STEM TREE FORM, z FroFRONTIER ELM zc, SPECIMENQUALms PRINCETON ELM TCAL SWCLEEEUAEWM TREE PORMSPECIMENQUALITY u5 americana'Princelon' ZeCOVa JAPANESE ZELKOVA 2. GAy :=EM TREE FORM, serrata ALITY MEDIUM DECIDUOUS CANOPY TREES AescI OHIO BUCKEYE 2 CAL O M, 3 glabra SPECIMEN QUALITY Betula aIle haniensis YELLOW BIRCH 6HOT MULTISTEMTREE FORM. T -BA 2 g SPECIMEN QUALITY Betulala h Ila'Fa ' tYP 'Fargo' DAKOTA PINNACLE BIRCH eHGT SINGLE -STEM TREE FORM, -, TER 32 P y SPEGMENOUALITY -SN Betula nigra'Cully' Heritage 'HERRAGE'RNER BIRCH eHGT. MlTREE FORMSPEC, T t TtA -s Cornus alternlfolla PAGODA DOGWOOD 8'HOT . SINGLESTEM TREE FORM. SPECIMEN QUALITY TCM 4~' Cornus mos CORNELIAN CHERRY DOGWOOD 8, HOT SINGLESTEM TREE FORM. SPECIMEN QUALITY EASTERN REDBUD 8'HOT. NRSLEST EMTREE FORM. TGC 4 Cercis Canadensls SPECIMEN QUALITY Heptacodium micomoides SEVEN SON FLOWERING TREE 6HOr. ouALIm ORM. T -HM 2 SPECIMEN O dendrum SOURWOOD 8'HGT MULTI-STEMTREEFORM. T -0A i xY arboreum SPECIMEN OUPLIN TIM a Prunus miAMUR CHOKECHERRY gNOT EINECIMEN GLESTEMOUPLITVTREE FORM, SP Ulmusrvifolia'Emerr 'ATHENA'ELM 8'HOT SINGLEGTeM rREEFo M, TOP I 1 Pa SPECIMENOUAUTY EVERGREEN & CONIFER TREES T -CO I s AbiesconcolorWHITE FIR WHOT PECIMEN ,V Ey MATCHIN F M WHITE PINE 10'HGT SINGLE{EgpER, T -PS 2 Pinus strobus ' SPECIMEN QUALITY distichum CYPRESS I 10'HGrEINGLF{E—n LTD 4 Taxodium IBALD SPECIMEN QUALITY OTHER scsI 124 Comussen a Sail REDTMGDOGWOOD 3GAL. 541 CC. SPACING Gaz tae Carex nacca'Blue Zinge BLUE ZINGER SEDGE GRASS t GAL rs' o.c. svnclNG WETLAND 0000 PENNINSU.T&AL NO O�O�SF TOTAL STANDARD SPECIFICATIONS. HIGH MEADOW MIX HIGH75,aGC BE TOTAL LOW MEADOW MI% U) 86,500 SF TOTAL AMPHIBIAN MIX ® BE $550 SF TOTAL PLANING NOTES: 1. SEED ALLAREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PUNTING BEDS, UNLESS OTHERWISE NOTED. 2. PLANT QUANTITIES ARE FOR INFORMATION ONLY; GRAVING SHALL PREVAIL IF CONFLICT OCCURS. 3, STAKE OR PUCE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR APPROVAL OF STAKING PRIOR TO EXCAVATING PLANTING PRS, 4. CONTRACTOR SHALL PUCE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PUNTING BEDS TO A DEPTH OF 3'. 5, KIND, SIZE AND QUALITY OF PLANT MATERIAL$HALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 200-1992, OR MOST RECENT EDITION. 6, THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT. ]. THE CMTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUM, PERENNIALS. ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 0. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES AND HAS PROVEN THATTHE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF ALL SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 9, ALL PUNT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWNGS. ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE, SUITE 104 CEDAR RAPIDS. W 52401 PH'. 319.4095401 HRGreen CIVIL ENGINEER HR GREEN INC 8710 EARHART LANE SW CEDAR RAPIDS, IA 524N PH: 319.841.4000 CONTACT: AARON GWINNUP Y NATIVE PRAIRIEGRNSS MIXTURE, INSTALL PER UNITED SEED INC. STANDARD SPECIFICATIONS. 02,595 SF TOTAL HYD. SUPER DOW ILLS GEED LL PER UNITEDED SEED INC. MIX.,INSTALL U) STANDARD SPECIFICATIONS. 310,090 BF TOTAL NO MOW LAWN MIXTURE, z INSTALL PER PRAIRIE NURSERY'S STANDARD SPECIFICATIONS. 4 176 GF TOTAL � UNDISTURBEDGROUNDCOVER PLANING NOTES: 1. SEED ALLAREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PUNTING BEDS, UNLESS OTHERWISE NOTED. 2. PLANT QUANTITIES ARE FOR INFORMATION ONLY; GRAVING SHALL PREVAIL IF CONFLICT OCCURS. 3, STAKE OR PUCE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR APPROVAL OF STAKING PRIOR TO EXCAVATING PLANTING PRS, 4. CONTRACTOR SHALL PUCE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PUNTING BEDS TO A DEPTH OF 3'. 5, KIND, SIZE AND QUALITY OF PLANT MATERIAL$HALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 200-1992, OR MOST RECENT EDITION. 6, THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT. ]. THE CMTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUM, PERENNIALS. ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 0. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES AND HAS PROVEN THATTHE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF ALL SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 9, ALL PUNT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWNGS. ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE, SUITE 104 CEDAR RAPIDS. W 52401 PH'. 319.4095401 HRGreen CIVIL ENGINEER HR GREEN INC 8710 EARHART LANE SW CEDAR RAPIDS, IA 524N PH: 319.841.4000 CONTACT: AARON GWINNUP Y a/'Q . U) \/ z � I U �0w?� O LL U o a Z 0 LNryL LL LU LL SUBMITTAL DATES ISSUED FOR oa-t asbn RID SET LANDSCAPE SCHEDULE & NOTES CONFLUENCE PROJECT NO: 151M IN MAINTAIN OR CREATE A TERMINAL BUD ON A CENTRAL LEADER REMOVEOROSSOVER BRANCHES REMOVE OR CUT BACK ANY 00-0OMINANTLEADERS FILED R2 FORTY LOCATION. TOPSOIL ROCKREMOVAL SOBGRADE 10 RK TREE PLANTING DETAIL, TYP. R4 SECTION: TREE PRUNING DETAIL, TYP. a4 PLAN: TREE PROTECTION, TYP. R4 SECTION: TYPICAL TURF PROFILE a STAKING ORIENTATION NORTH NORTH G 2STAKES-3" CALIPER OR LESS 3 STAKES- GREATER THAT Y' CALIPER PRUNE DEAD OR DAMAGED BRMOHESSEE DETAIL LRS ARBOR TIE TREE WRAP SET ROOT BALL CROWN 2' HIGHER THAT FINISH GRADE, EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TM OF THE ROOT BALL S' DEPTH OF HARDWOOD SHREDDED MULCH FOR SHRUBS AND PERENNIALS. 00 NOT PLACE MULCH IN CONTACT WITH CROWN, MAINTAIN A MIN. S' DIA MULCH FREE RING AROUND TRUNK. CUT AND REMOVE ALL CORDS S BURLAP COVERING FROM ROOT BALL PRIOR TO INSTNUTION SCARIFY SIDES AND BOTTOM OF PLANTING PIT PLANTING SOIL MIX UNDISTURBED SOIL i1 R4 I SECTION: TREE PLANTING ON SLOPE, TYP. Neal STAKING ORIENTATION DURING THE SPRING PLANTING SEASON, ANY GRADE, EACH TREE MUST EVERGREEN PUWt DELIVERED WITH NEW GROWTH IN NQ ADVANCE STAGE OF CANDLING DIL IMLL BE REJECTED. NORTH NORTH EVERGREEN TREES NOT FULLY BRANCHED FROM PWILL BERSEXC REJECTED ANDTHOSEWITH 2 ST�fll AXES33. CALIPER AND LESS -GREATER TERMINABOTTOM L TERMINAL LEADER6 EXCEEDING 12' IN LENGTH WILL LEADERS THE ROOT BALL ALSO BE REJECTED. 3 STAKES - THAN 3CALIPER EVERGREENTFNEE. 3STAKES- GREATER THAT T' CALIPEfl _MUCH TIE TWINE, ROPE, ED BASKET Y, Z O FROM FOOTBALL„ AROUNDTRUNK. PRUNE DEADER DAMAGED BRANCHES E AIL aw ARBOR TIE ORR EQUIVALENT ¢ F n Np PLACE DE z�<p STAKING WIRE SHOE TREE DRIPLINE. MULCH LD BE LINTS MULCH TREE WRAP - EXTEND 3'BEYOND STAKES. yly a, � H Y DEPTH OF HARDWOOD a J E SHREDDED MULCH.DO NOT PLACE g SET ROOT BALL MULCH IN CONTACT WITH CROWN, CROWN 2' HIGHER MAINTAIN A MINA DIA MULCH THATFINISH FREE RING MOUND TRUNK. ¢fp GRACE EACH TREE MUST BE CUT MO REMOVE ALL CORDS S PLMTEDSUGH � Tj/� /r1 H; BURLAP COVERING FROM ROOT JJOpz LHATTHETRUNK✓/2y ;6 BALL PRIOR TO INSTALLATION E� FLARE 15VISIBLE ATTHE TOP OF_-_� - - Ra £ THE ROOT BALL. 1 SONIFY SIDES MDBOTTOM OF PWJTING PIT PLANING SOIL MIX UNDISTURBED SOIL 3 TIMES FOOTBALL DIAMETER MAINTAIN OR CREATE A TERMINAL BUD ON A CENTRAL LEADER REMOVEOROSSOVER BRANCHES REMOVE OR CUT BACK ANY 00-0OMINANTLEADERS FILED R2 FORTY LOCATION. TOPSOIL ROCKREMOVAL SOBGRADE 10 RK TREE PLANTING DETAIL, TYP. R4 SECTION: TREE PRUNING DETAIL, TYP. a4 PLAN: TREE PROTECTION, TYP. R4 SECTION: TYPICAL TURF PROFILE a STAKING ORIENTATION NORTH NORTH G 2STAKES-3" CALIPER OR LESS 3 STAKES- GREATER THAT Y' CALIPER PRUNE DEAD OR DAMAGED BRMOHESSEE DETAIL LRS ARBOR TIE TREE WRAP SET ROOT BALL CROWN 2' HIGHER THAT FINISH GRADE, EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TM OF THE ROOT BALL S' DEPTH OF HARDWOOD SHREDDED MULCH FOR SHRUBS AND PERENNIALS. 00 NOT PLACE MULCH IN CONTACT WITH CROWN, MAINTAIN A MIN. S' DIA MULCH FREE RING AROUND TRUNK. CUT AND REMOVE ALL CORDS S BURLAP COVERING FROM ROOT BALL PRIOR TO INSTNUTION SCARIFY SIDES AND BOTTOM OF PLANTING PIT PLANTING SOIL MIX UNDISTURBED SOIL i1 R4 I SECTION: TREE PLANTING ON SLOPE, TYP. Neal 2' NIGHER 1}UT FINISH DURING THE SPRING PLANTING SEASON, ANY GRADE, EACH TREE MUST EVERGREEN PUWt DELIVERED WITH NEW GROWTH IN STAKING ORIENTATION ADVANCE STAGE OF CANDLING DIL IMLL BE REJECTED. NORTH NORTH EVERGREEN TREES NOT FULLY BRANCHED FROM PWILL BERSEXC REJECTED ANDTHOSEWITH VISIBLE AT THE TOP OF TERMINABOTTOM L TERMINAL LEADER6 EXCEEDING 12' IN LENGTH WILL LEADERS THE ROOT BALL ALSO BE REJECTED. 2 STAKES -3'CALIPER OR LESS EVERGREENTFNEE. 3STAKES- GREATER THAT T' CALIPEfl _MUCH TIE SET ROOT SALL CROWNSHOULD EXTEND IF 2' NIGHER 1}UT FINISH BEYOND STAKES. GRADE, EACH TREE MUST BE PLANTED SUCH THAT 3" DEPTH OF HARDWOOD THE TRUNK FLARE IS SHREDDED MULCH FOR VISIBLE AT THE TOP OF SHRUBS ED PERENNIALS. THE ROOT BALL 00 NOT PLACE MULCH IN CONTACT WRH CROWN, REMOVE TOP $ OF BURLAP, MAINTAIN A MIR T DIA TWINE, ROPE, ED BASKET MULCH FREE RING FROM FOOTBALL„ AROUNDTRUNK. TOPMOST STRUCTURALROOTS TO TRUNK FLARE REMOVEALLMVENTITIOUS AND GIRDLING ROOTS. SET TOPMOST STRUCTURAL ROOTS 2' ABOVE FINISH GRADE DIAL PCCPAVING, REFER TO SHEET D1 FOR PAVING TYPEAND LOCATIONS TOP OF SOIL TO BE KEPT 1 l BELOW THE TOP OF THE ADJACENT PCC PAVING AFTER TURF HAS BEEN ROLLED. TYP SEE DETAIL 1R4 COMPACTED AGGREGATE SUB BASE. AS SPECIFIED. SUB BASET➢ FSTEND A MINIMUM OF W PAST EDGE OF PCC. lA, I SECTION: ROOT BALL PRUNING DETAIL, TYP. a4 SECTION: TREE PROTECTION, TYP. R I SECTION: TURF AT PAVEMENT EDGE, TYP. SCARIFYSIDESED BOTTOM OF PLAITING PIT. I° A }� Y > SPECIAL NOTE: F PLANT MATERIAL !LLLSPECIES OE PLUGS ARE BE PLANTED AFTER THE SPECIFIED MULCH LCH ORECO-MAi HA5 MUGS BEENINSTAIJILED.THEAERLY RE INSTALLED THE MULCH OR ECOPMAT WITH THE OP O THE CONTAINER SOIL FLUSH WITH THE FINISH GPAOE. PLAN A' p %=DISTANCE SPECIFIED WDWN PLANT SCHEDULE Y = DISTANCE '%'MULTIPLIED BY .869 SHREDDED HAR ANAGO BARK MULCH I3' MIN) SPECIAL NOTE: 1. IF ADJACENT SURFACE MATERIAL TO BE INSTALLED IS TURF, THE TOP OF SOIL FROM THE SOD CUTTING PROCESS TO BE KEPT 1/Y BELOW THE TOP OF THE PCC CURB AFTER SOD HAS BEEN ROLLED. 2 DISTANCE'T' TO MATCH PROPOSED PAVING THICKNESS SEE LAYOUT PLAN FOR TYPE AND LOCATION. G SHEET W10 PLAN FOR LOCATION. ADJACENT SURFACE VARIES. REFER TO PLANTING P -M FOR PLANT LAYOUT. SPECIES, ED QUANTITY COMPACTED SUBBASE, AS SPECIFIED. TO EMEND A MIN. OF S' PAST EDGE OF R �\ \ PCC PAVING L\/�L �� 3X FOOTBALL WIDTH '� UNDISTURBED SOIL r v�{ „��, � ��^, ��1- \ I 1 1-1 1 1--K - UNOISTURBED SUBGFPDE e. MIN `UNDISNRBEOSOIL R, SECTION: EVERGREEN TREE PLANTING, TYP. A4 GROUNDCOVER SPACING DETAILS, TYP. A4 SECTION: TURF AT PCC CURB, TYP. PCC PAVING, REFER TO SHEET D1 FOR PAVING TYPE AND LOCATIONS / MULCH OR TRAP ROCK TO BE KEPTA MINIMUM OF 1” BELOW THE TOP OF THE ADJACENT PCC PAVING. a SEE SHEET R2 FOR PLANTOUANTIi SPECIES, AND LAYOUT OF MATERIA. SEE SH MULCH, AS SPECIFIED. SEE / SHEET R2 A ASSPECIFIED JET SUBGRADE ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET BE. SURE 104 CEDAR RAPIDS, IA SM01 PH: 319 408 5401 HRGreen CIVIL ENGINEER HR GREEN INC. BTIO EARHART LANE SW CEDAR RAPIDS, lA 52404 PH'. 319.041.4000 I(.- (0�f� V Z /(n � U VJ U) O U a o I - Z O w LL W rd SUBMITTAL DATES ISSUED FOR oa-iazon BID SET LANDSCAPE DETAILS CONFLUENCE PROJECT NO: 151E R4 ftm. Twig BR +L b0cH6M 119921 j/eL��o 1/1614331 1871 xxw 111 Pe1'1=mm PI,BB4521]$IB �•�~� 'ns SECTION: TWIG BENCH SETTING BEDris TWIG BENCH 1 6''14 E 2011 ,11Y 30 AM 9.' 2s N CITY CLERK 10`'I CITY,10IIIH 'J TRWKAIWt LOOP BIKE RACK BY BARCO PRODUCTS. STYLE: S CAPACITY C0.W:BlACK FE B6TN1PEfl MANVFALILREWB RELpM.lENM1gN ris PLAN: BIKE RACK AREA, TYPE 1 vs S UNIT BIKE RACK, TYP. 1Q RS I SECTION: SURFACE MOUNT, TYR IF q5 BENCH, TYP. lib PLAN: BIKE RACK AREA, TYPE 2 Lakeside® V n/ p.j HW. �61�II�II�� ei mlroml Jy�llYll V YgIRn ntnpH su suC°'�inntrr m�o�iNCU Av r.°E, a ...�...n�...ane xwxtl=P..bmmcan PI18!0. 6212518 n's NOT IN USE a6 LAKESIDE TRASH RECEPTACLE, TYP. 5 UNIT BIKE RACK. BEE BNiS 21'4 - SEE R1 PLAN FOR PCO DIMENSIGH ONES SEE d a a ° o a q p,P pS MM. LEE'�1 Q e d lk d d ° e e a ° e NItE6DE IIfTER RECEPTACLE, SEE WR6 0 ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREETSE. SUITE 184 CEDAR WIDE, IAU 01 PH: 310103.5101 HRGreen CNR ENGINEER HR GREEN INC. Sno EARHART LANE SW CEDAR RAPIDS, IA 524M PH: 318.841.0000 CONTACT AARON GNANNUP rid SUBMITTAL DATES ISSUED FOR OS08-2017 BID SET ADDENDUM R1 SITE DETAILS CONFLUENCE PROJECT NO: 151M R5 �. ... ..... 3 T BIKE RACK B TRASH RECEPTAQE t• I r�� SUNK BIKE RACK. SEE OHMS DO CCRECRILLANDSECURESOLTWTH l { F -t. w ANCHOR BOLT, PER MANUFACTURER - — REOUIREMENT9- ° e - PCC PAVING. SEE LAYCUT PIAN PER TYPE S THICKNESS - r.s, _ B 'a`P N y ° MODIFIED SUBBASE, AS SPECIFIED ''', COMPACTED SUSCHADE. AS SPECIFIED. ° d ° UNDISTURBED SUBCAACE ° E ems. LA2LOCIPACTY BIItE RACK BY BMCO PRCOUCTS. STYLE 6 - C0.0R. BIACK CCLOR.BCNCK INSTAL PER MANUFACTURER'S RECIXAMENDATION. 1Q RS I SECTION: SURFACE MOUNT, TYR IF q5 BENCH, TYP. lib PLAN: BIKE RACK AREA, TYPE 2 Lakeside® V n/ p.j HW. �61�II�II�� ei mlroml Jy�llYll V YgIRn ntnpH su suC°'�inntrr m�o�iNCU Av r.°E, a ...�...n�...ane xwxtl=P..bmmcan PI18!0. 6212518 n's NOT IN USE a6 LAKESIDE TRASH RECEPTACLE, TYP. 5 UNIT BIKE RACK. BEE BNiS 21'4 - SEE R1 PLAN FOR PCO DIMENSIGH ONES SEE d a a ° o a q p,P pS MM. LEE'�1 Q e d lk d d ° e e a ° e NItE6DE IIfTER RECEPTACLE, SEE WR6 0 ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREETSE. SUITE 184 CEDAR WIDE, IAU 01 PH: 310103.5101 HRGreen CNR ENGINEER HR GREEN INC. Sno EARHART LANE SW CEDAR RAPIDS, IA 524M PH: 318.841.0000 CONTACT AARON GNANNUP rid SUBMITTAL DATES ISSUED FOR OS08-2017 BID SET ADDENDUM R1 SITE DETAILS CONFLUENCE PROJECT NO: 151M R5 11W. TWI9 MTh.b..2 . f77 1321 T-93 9/32 [236 TWIGBENCH IN PIANTING BED 7631 11 9321 1 COMPACTED AGGREGATE &15E AS SPECIFIEDSUB BPSE TO E%TEND A MINIMUM OF B' PAST EDGE OF FCC2 ST. E INSTALLAND COMPACT IN 2-T LIFiS 17 1/16 14331 ,- TOP SOIL, AS SPECIFIED 1a No IFIEOSUBBASE AS SPECIFIED III _ UNDISTURBED BUBGRAOE 187/64146D1 IIIIIIIIIIIIIIIII�L 11I— mvx.lanEacaGelorma.com PI,'. 800.521254E 10 Rs SECTION: TWIG BENCH SETTING BED TJ a1s I NOT IN USE TI RS I TWIG BENCH MultipliClTY em4e.�,.e,gAm„N..oe me ame .���.-•�..ms Bs/I612111 9d 12 (1W 14771 ry1 2Im r36 ZL41.01 w.w..l .-Rekrmscom Pk 110. BENCH, TYP. Lakeside® (al 114 1-1-1 W 4 V V— FI,','�' .s21.2548 scuE a ' W.II.Pr SI uaapnw m,� ulmM r A I PLAN: BIKE RACKAREA, TYPE 1 —4007 R 5 S PLAN: BIKE RACK AREA, TYPE 2 Loop ..,ad, - 5�.l�rN',f',„a'�a a.aaa, 351/. 2017 APR 18�I,�H 9 50 VA x IarxSapeiorma.wm Pk R15 1 BICYCLE RACK DETAILS, TYP. ANCHOR BOLT. PER MMUFACTURER REQUIREMENTS 7�—PCCPAVING EE—.UT MODIFIED SUBBASE, AS SPECIFIED COMPACTED SUBGRADE AS SPECIFIED UNDISTURBED SUBGRADE R 2 S I SECTION: SURFACE MM -%I TYP. SEE Rt PLAN FOR PCC DIMENSION INSTALL 6` Ir�3A'TYP� G b Q a A d a y a G d d CO(1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 800 2ND STREET BE, SUITE 104 CEDAR RAPIDS, LA 52401 PH: 319.409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS, IA 524W PH: 319.941.4000 CONTACT AARON GWINNUP Q in U) v Z V/ H U U OF�/ to O LL U = o � a F Z C)O 1� LLL Of LL _Q SUBMITTAL DATES ISSUED FOR 04-,8-20,7 BID SET SITE DETAILS CONFLUENCE PROUECT NO: 1510E R5 DUE TO VARIATIONS IN STONE SIZES LANDSCAPE ARCHITECTS AILL K AVAILABLE FOR ONTSIFTE COORDINATION DURING INSTALLATION ♦° I I 10 PLAN: CASCADE R6 4'& b m 8" MIN MACADAM SUBBASE SPECIAL NOTE: SPECIAL NOTES: L. - 17 —1,1 I — THE CONTRACTOR IS RESPONSIBLE SUBGRADE TO 95% STD PROCTOR PRIOR FOR COMPACTING ANY DISTURBED WATERCHANNEL CUSS B RIP RAP. SUBGRADE T096%STD. PROCTOR / t2'DEPTH PRIOR TO MY CONSTRUCTION. BERM BLOCK TYP. WATER CHANNEL, DUE TO VARIATIONS IN STONE SIZES, �/ S'OEPTH LANOSCLPEAACHITECTBWINE UMEDEPTH LIMESTONE OUTCROPPING AVAILABLE FOR ON-SITE 2J" RIVER LIMESTONE COORDINATION DURING INSTPIlATIONAPPROX. ROCK AT 1'-0" OUTCROPPING LIME ONE 22'H X 4'L%3W (SIZES VARY( (SIZES VARY) DEPTH - 2ZHXR. TPH%41.%3W WATER CHANNEL � (SIZES VARY) ADJACENT 1 -MAX. ' WASHED AGREGATE(NO FINES) 3'4'xTYP. FLAGSTONE LEVEL"Non g1,f,S - BEE FOR TURF PROFILE Cd" DEPTH F1R4LED - MOD IFICDSUBBASE UBGRADE ED SUBGRADE m 8" MIN MACADAM SUBBASE B" MIN MACADAM SUBBASE TYP. sEe 9IRB u9 SECTION:'CASCADE' LOWER CHANNEL r R6 SECTION:'CASCADE' UPPER CHANNEL "Tal R6 SECTION: 'CASCADE'AT PCC PAVEMENT SPECIAL NOTES'. SPECIAL NOTE: THE CO WMACTOR IS RESPONSIBLE FOR COMPACTING ANY DISTURBED L. - 17 —1,1 I — -THE CONTRACTOR IS RESPONSIBLE FOR COMPACTING ANY DISTURBED SUBGRADE TO 95% STD PROCTOR PRIOR TO ANY CONSTRUCTION.R ` WATERCHANNEL AVAILABLE FOR ONSITE COORDINATION DURING INSTALLATION, OF OUTLET 8" MIN MODIFIED BERM BLOCK TYP. SUBBASE OUTCROPPING 16 FES OUTLET E E D UMEDEPTH LIMESTONE 3S-0" VARIES SEE 1WR6 2J" RIVER 2ZI-APEX 4 2IH%4L%3W j' WASHED AGGREGATE (NO ROCK AT 1'-0" OUTCROPPING LIME ONE 22'H X 4'L%3W (SIZES VARY( (SIZES VARY) DEPTH - Lu WATER CHANNEL � v< ADJACENT 1 -MAX. ' WASHED AGREGATE(NO FINES) OUTCROPPING STEPPER, FLAGSTONE LEVEL"Non g1,f,S - BEE FOR TURF PROFILE Cd" DEPTH F1R4LED - MOD IFICDSUBBASE UBGRADE ED SUBGRADE R2 mYT UNDISTURBED SUBGRADE B"M1LICAOAM a SUBBASE SUBBASE p0 b 9 COMPACTED �^ T� RK O a p..MIN DEPTH%//�///j /%///�////// MODIFIED LL a�S�EdI!'ta RIVER ROCK mo '0W EDGE, µy �W LL % SUBMITTAL DATES MOTH VANES LL 1< COMPACTED II i I II B" MIN MACADAM SUBBASE TYP. sEe 9IRB u9 SECTION:'CASCADE' LOWER CHANNEL r R6 SECTION:'CASCADE' UPPER CHANNEL "Tal R6 SECTION: 'CASCADE'AT PCC PAVEMENT SPECIAL NOTES'. SUBBASE UNDISTURBED SOIL a6 SECTION: POOL OVERFLOW A6 SECTION:'CASCADE' AT 15" FES OUTLET a5 SECTION :'CASCADU AT FLAGSTONE PLAZA ra' t MIN -3'-0"STYP.. 3'-0" STYP.. SECTION: SPADE EDGE, TYP. BE ATS' MIN. DEPTH RIVER ROCK(Z-0" DIA. THE CO WMACTOR IS RESPONSIBLE FOR COMPACTING ANY DISTURBED L. - 17 —1,1 I — SUBGRADE TO 98%STO. PROCTOR PRIOR TO ANY CONSTRUCTION. DUE TO VARIATIONS IN STONE SIZES, LANDSCAPE ARCHITECTS WILL BE B'd DEPTH BURR BLOCK TO HIDE TOP AVAILABLE FOR ONSITE COORDINATION DURING INSTALLATION, OF OUTLET 8" MIN MODIFIED BERM BLOCK TYP. SUBBASE MOTH VARIES, SEE 1NR5 16 FES OUTLET SFLAGSTONE. SIZE WATER FLOW 3S-0" VARIES SEE 1WR6 2J" RIVER j' WASHED AGGREGATE (NO ROCK AT 1'-0" S' MIN. 2 MPX. FINES) 2' WIDTH MAX. SEE 3P6 DEPTH - Lu WATER CHANNEL � v< ADJACENT 1 -MAX. ' WASHED AGREGATE(NO FINES) OUTCROPPING STEPPER, - BEE FOR TURF PROFILE Cd" DEPTH F1R4LED - MOD IFICDSUBBASE UBGRADE ED SUBGRADE R2 mYT UNDISTURBED SUBGRADE B"M1LICAOAM a COMPACTED AGGREGATE SUBBASE SUBBASE z f b 9 COMPACTED �^ p. -DEPTH SUBBASE UNDISTURBED SOIL a6 SECTION: POOL OVERFLOW A6 SECTION:'CASCADE' AT 15" FES OUTLET a5 SECTION :'CASCADU AT FLAGSTONE PLAZA ra' t MIN -3'-0"STYP.. 3'-0" STYP.. SECTION: SPADE EDGE, TYP. BE ATS' MIN. DEPTH RIVER ROCK(Z-0" DIA. p L. - 17 —1,1 I — SPECIAL NOTE: SUBBPSE 15 FES CULVERT THE CONTRACTOR 15 RESPONSIBLE DEPTH 8" MIN MODIFIED 0 SUBBASE FOR COMPACTING MY DISTURBED Z OUTCROPPING BLOCK SUGRACE TO 95% BIG PROCTOR FLAGSTONE PAVING A6 SECTION: 'CASCADE' OUTLET AND UPPER CHANNEL A6 LANDING, W DEPTH PEr TO ANY CONSTRUCTION. VJ O Lu % � v< ADJACENT 1 -MAX. ' WASHED AGREGATE(NO FINES) LL U WATER SHOOT R2 a COMPACTED AGGREGATE SUBBASE Z p. -DEPTH O rr p..MIN DEPTH%//�///j /%///�////// MODIFIED LL RIVER ROCK '0W EDGE, µy �W LL SUBMITTAL DATES MOTH VANES LL 1< COMPACTED iCIRED 'JT' 98%PO TYP. BE, ASSPECIFIEO xf. 8'MIN ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 000 2ND STREET BE, SUITE 104 CEDAR RAPIDS. W 52461 PH'. 319.4095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS, W 52404 PH: 310.841.4000 CONTACT: AARON GWINNUP Y RIVER ROCK(Z-0" DIA. p L. - 17 —1,1 I — 6" MIN MACADAM SUBBPSE lLL^ V! 8" MIN MODIFIED 0 SUBBASE Z } A6 SECTION: 'CASCADE' OUTLET AND UPPER CHANNEL A6 SECTION: FLAGSTONE JOINT, TYP. VJ O Lu % � ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 000 2ND STREET BE, SUITE 104 CEDAR RAPIDS. W 52461 PH'. 319.4095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS, W 52404 PH: 310.841.4000 CONTACT: AARON GWINNUP Y ^Q lLL^ V! 0 Z } r1 U VJ O Lu % � v< Oi LL U o a Y Z L) O rr LL �W LL SUBMITTAL DATES .11 ISSUED FOR 041&201] BID SET ALL -E 'CASCADE' DETAILS CONFLUENCE PROJECT NO: 15108 R6 Teo TOPSOIL 3'-0' MIN. UNLESS NOTED PLANTINGS TEO OUTER LAYER WOVEN COIR FABRIC — (NAG. MONET C70OBN OR EQUIV.) BOx END, — SEE SEQUENCE DETAIL EXCAVATION UM INNER LAYER NON—WOVEN R.E.C.P. — (NAG. SIGNET SC150BN OR EQUIV.) TOPSOIL 6" MIN 2 STAKES �I TOPSOIL —6 IN. EXCESS TO MI MAINTAIN MATERIAL Oj INTEGRITY 50:50 NA FlLL / MACADAM NE MIX WOOD STAKES AT MIN 12' 3 FT CENTERS 3'-0' MIN. COMPACTED CHANNEL BASE NAIVE SOIL FABRIC ENCAPSULATED SOIL LIFT FESL DETAILS SCALE: NONE SUGGESTED CONSTRUCTION SEQUENCE FOR FABRIC ENCAPSULATED SOIL LIFTS. FlLL MATERIAL FIG F, o`er" 0 o o`CYI END VIEW \ BATIK SIDE STREAM SIDE AG A. \ \ QQQ��� ���CONSTRUCTION FORM \\ \ (SEE DETAILS 1-4, SHEET U2) \\\/\ •SUBGPA�E / FIG F. WOVEN COIR FABRIC F FIG R // 1:1, 111:1'' 1 ENGTH \ \\\\ WOVEN COIR FABRIC 1 FTI NONWOVEN COIR FABRIC \ EMBEDMENT LENGTH FIG C. 1 R WOVEN COIR FABRIC \ FIG D. MPLY SEED TO \//\\\ FABRIC FACE 4/15/2017 11:20:05 AM 0:\10150111\CAD\Dwgs\U\U1.CWg APPLY SEED TO SOIL WHERE NOT COVERED BY SUCCESSIVE LIFTS FABRIC J ENCAPSULATED SOIL UFT 9L 2 FABRIC ENCAPSULATED SOIL LIFT DETAILS SCALE: NONE OF EXCAVATON CUT WHERE PRESENT, EMBED FABRICS INSTALLED ON ADJACENT SLOPE BEHIND FABRIC ENCAPSULATED LIFTS �EXISTNG STRFAMBANK OR O O4 SEQUENCE FOR CREATING BOX END OF 3 FABRIC ENCAPSULATED SOIL LIFTS DETAILS SCALE: NONE MIX DEEP POOL APPROX. 632 BOTH WOVEN AND NONWOVEN FABRICS SHALL BE USED TO CONSTRUCT BOX ENO. // 18 A REMOVE CITY.IOVMOP NOTE: FABRIC WRAPPED UFT INNER FABRIC SHOULD BE INSTALLED WITHIN BOTH VERTCAL OFACES OF THE BOX END O /\ BOX END NATIVE `-ELEV. APPROX. 630 SOIL 4 UNDERGROUND MACADAM STONE DETAIL SCALE: NONE 50:50 NATIVE RLL/MACADAM STONE MIX IMPROVED CHP MIN 12' COMPACTED CHANNEL BASE ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 900 ]NO STREET SE, SUITE 101 CEDAR RAPIDS, W 53401 PH: 319CM WI HRGreen CIVIL ENGINEER HR GREEN INC. 971D EARHART LANE SW PH: 319.M1 L000 CONTACT: AARON GWINNUP rid SUBMITTAL DATES ISSUED FOR 04—te-2017 BID SET DETAILS CONFLUENCEPROIECTNO: 15109 U1 F Fes) ULNES 1 FTI CUT UNES-A (TYP) PLAN@ VIEW O O4 SEQUENCE FOR CREATING BOX END OF 3 FABRIC ENCAPSULATED SOIL LIFTS DETAILS SCALE: NONE MIX DEEP POOL APPROX. 632 BOTH WOVEN AND NONWOVEN FABRICS SHALL BE USED TO CONSTRUCT BOX ENO. // 18 A REMOVE CITY.IOVMOP NOTE: FABRIC WRAPPED UFT INNER FABRIC SHOULD BE INSTALLED WITHIN BOTH VERTCAL OFACES OF THE BOX END O /\ BOX END NATIVE `-ELEV. APPROX. 630 SOIL 4 UNDERGROUND MACADAM STONE DETAIL SCALE: NONE 50:50 NATIVE RLL/MACADAM STONE MIX IMPROVED CHP MIN 12' COMPACTED CHANNEL BASE ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 900 ]NO STREET SE, SUITE 101 CEDAR RAPIDS, W 53401 PH: 319CM WI HRGreen CIVIL ENGINEER HR GREEN INC. 971D EARHART LANE SW PH: 319.M1 L000 CONTACT: AARON GWINNUP rid SUBMITTAL DATES ISSUED FOR 04—te-2017 BID SET DETAILS CONFLUENCEPROIECTNO: 15109 U1 8 FT STREAM BANK CONSTRUCTION FORM (TEMPORARY) 2 FOR FABRIC ENCAPSULATED SOIL LIFTS SCALE NONE ISOMETMC VIEW FROM FRONT STREAM BANK CONSTRUCTION FORM (TEMPORARY) FOR 4 FABRIC ENCAPSULATED SOIL LIFTS SUGGESTED PLACEMENT SCALE: NONE PIAN NEW NOTE: TIE-IN GRADING AND MATERIAL TYPE MOM FABRIC ENCAPSULATED SOIL UFT TO EXISTING AND PROPOSED STREAMBMK VARIES BY LOCATION. 4/15/2017 11:20:25 AM 0:\10150111\CAD\Dwgs\U\U2 DETAILS.ewg 5 IMPROVED CHANNEL TYPICAL SECTION SCALE: NONE ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 000 2ND STREET SE. SUITE I" CEDAR RAPIDS, IA 52401 PH'. 3194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.&11000 CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FGR 04-18-2017 BID SET IN - DETAILS CONFLUENCE PROJECT NO: 15108 U2 RECTANGULAR FRAME 1/4 INCH LAG 1 INCH SOMME STEEL TUBING , BOLT NUi AND ASH ° ° 3/4 ° TEDD` TOPSLIEME0M �FILED )WASHER 7/4 INCH PLYWOOD UPRIGHT 1 INCH SOUARE STEEL TUBING G ME 1/4 INCH UG BOLT WITH NUT AND 90 DEGREES 1/4 • 2 INCH STRAP 0 o WASHER (1YPICPI) STEEL LEGS 1011 APR 10 AM 9: 50 2 FT 90 DEGREES �' WELDED JOINTS (TYP) (TYPICAL) 1/4 r 2 INCH STRAP CITY CLERK STEEL LEGS 10WA STREAM BANK CONSTRUCTION FORM (TEMPORARY) STREAM BANK CONSTRUCTION FORM (TEMPORARI'P i A CITY, FOR FABRIC ENCAPSULATED SOIL LIFTS SCALE: NONE ISOMETMC VIEW FROM REM 3 FOR FABRIC ENCAPSULATED SOIL LIFTS SCALE: NONE END NEW STREAM BANK ALIGNMENT LEGS MAY OVERLAP FORMS MAY BE SKEWED 1/4 INCH IAC AS NEEDED TO CREATE STREAM 1 INCH STEEL SOUME TUBING) 0 BOLT WITH AND WASHER Na BENDS AS NEEDED UPRIGHT o0 3/4 INCH PLYWOOD BUTT EN05 OF ADJACENT FORMS TIGHTLY TOGETHER B FOOT CONSTRUCTION FORMS STREAM BANK CONSTRUCTION FORM (TEMPORARY) 2 FOR FABRIC ENCAPSULATED SOIL LIFTS SCALE NONE ISOMETMC VIEW FROM FRONT STREAM BANK CONSTRUCTION FORM (TEMPORARY) FOR 4 FABRIC ENCAPSULATED SOIL LIFTS SUGGESTED PLACEMENT SCALE: NONE PIAN NEW NOTE: TIE-IN GRADING AND MATERIAL TYPE MOM FABRIC ENCAPSULATED SOIL UFT TO EXISTING AND PROPOSED STREAMBMK VARIES BY LOCATION. 4/15/2017 11:20:25 AM 0:\10150111\CAD\Dwgs\U\U2 DETAILS.ewg 5 IMPROVED CHANNEL TYPICAL SECTION SCALE: NONE ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 000 2ND STREET SE. SUITE I" CEDAR RAPIDS, IA 52401 PH'. 3194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.&11000 CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FGR 04-18-2017 BID SET IN - DETAILS CONFLUENCE PROJECT NO: 15108 U2 TAPER CUSS D RIPRAP FROM CUSS B RIFFLE STRUMRE ELEVATION DOWN TO UISTNG CHANNEL AT 4:1 MAX (CENTER), FILL ON EXISTING CHANNEL AND EXTEND —2' INTO BATIKS. 4/15/2017 11:20:31 AM 0:\10150111\CPD\Dwgs\U\U3 RIFFLE DETAILSAwq RIFFLE /1 CROSS SECTION DETAIL SCALE: NONE 2 RIFFLE #1 STRUCTURE DETAIL SCALE NONE CUSS 8 FUNKS INCREASE IN ELEVATION TO MATCH PROPOSED GRADING DOWNSTREAM, EMBED ENDS MIN. 5' INTO UPPER BANK SLOPES. CENTER SECTION TO BE LARGEST CLASS B BOULDERS AT 632.20 (POSITION TO FORM FLAT—TOP WES AS MUCH AS POSSIBLE). ALL CUSS B ROCK TO BE EMBEDDED MIN. 3' DEEP INTO DUSTING CHANNEL BED AND FORM --4' WIDE BAND (PLAN VIEW). ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE. SUITE I" CEDAR RAPIDS, W 52401 PH: 319,09 54Dl HRGreen CIVIL ENGINEER HR GREEN INC. 9710 EARHART LANE SW PH; 31aMl 4000 CONTACT; AARON GWINNUP Y Q V) Z } ~ (� U �0W3: U LL U o H � O w LL w \W N/ L.L SUBMITTAL DATES ISSUED FOR 04-78-2017 BID SET RIFFLE DETAILS CONFLUENCE PROJECT NO; 151[8 U3 EMBED RIP RAP AND LIMESTONE SUBS 6' IMO BANK FROM TOE OF STREAIABED 6'-6' (TYP.) LIMESTONE OUTCROP APPROX. TOP OF SLAB SUBS (TYP.) ELEVATION -632.36 6' THICK LAYER ROUNDED RP ER ROCK ELEVATION=631.70 FIX c, n— -,6• \l 3- 24' 1 RIFFLE #2 CROSS SECTION DETAIL SCALE: NONE PROPOSED C .) 2011 APR 18 AM 9.50 CITY CLERK; CLASS 0 RIP RAP 10W� , CITYl101iA 4' 26' RIFFLE 12 — CE ELEVATION=631.70 TE ELEVATION -631.70 6' THICK LAYER ROUNDED RIVER ROCK �- ELEVATION=630.70 2 RIFFLE #5 CROSS SECTION DETAIL SCALE: NONE RIFFLE i5 — � ELEVATION=632.00 'LIMESTONE OUTCROP SLABS (2 ROWS). ALTERNATE EACH ROW OF SLABS SO LONGITUDINAL SI -AB JOINTS DO NOT LINE UP. PROPOSED GRADE (TTP.) / ` CLASS D RIP RAP 3 (TYP) L (IYP.) APPROXIMATE TOP RT SANITARY CLASS B RIP RPP MPROXIMATE EXTENT OF EXCAVATION SEWER BOX CULVERT = TMATE. HORIZONTAL LOCATION ESTIMATED. CONTRACTOR TO FIELD VERIFY LOCATION OF SANITARY SEWER CROSSING (6.25'%12' RCB) AND PROTECT DURING CONSTRUCTION. 3 RIFFLE #2 AND #5 PROFILE DETAIL 4/15/2017 11:20:24 AM SCALE: NONE 0:\10150111\CAD\Dwgs\U\U4 RIFFLE DETNLSA.g CLASS B RIP RAP CHOKE CUSS B RIP RAP WITH MACADAM STONE G. EL15AT1011=626.50 3' (T1P.) ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE, SUITE 101 CEDAR RAPIDS, IA 52401 PH: 319.4093401 HRGreen CIVIL ENGINEER HR GREEN INC. 0710 EARHART LANE SW PH: 318811 4000 CONTACT'. AARON GWINNUP Y Q n U) CD Z } F- � � U O Q U =LL �D_0 Z O LLI LL SUBMITTAL DATES ISSUED FOR I IN 04-18-2017 BID SET RIFFLE DETAILS CONFLUENCE PROJECT NO: 15108 1�l EDGE OF RIFFLE a2 - CL B NATON-631.70 4/15/2017 11:20:43 AM 0:\10150111\CAD\Owgs\U\US RIFFLE )ETNLS.awq PROPOSED GRADE (TYP.) WADING POOL C ELEVATON:630.70 ELEVATION -632.45 12' 6' (TrP.) � ELEVATION -631.45 RIFFLE #3 CROSS SECTION DETAIL SCALE: NONE Q EUE ATON=630.70 6' THICK LAYER ROUNDED ROVER ROCK 0 6' THICK COMPACTED MACADAM AGGREGATE BASE BENEATH UMESTONE SIABS LIMESTONE OUTCROP SLABS (TP.) 6' COMPACTED MACADAM AGGREGATE BASE BENEATH LIMESTONE SLABS RIFFLE /3 - rk ELEVATO14:631.45 UMESTONE OUTCROP SIAB 2 RIFFLE #2 AND /3 PROFILE DETAIL SC ' NOW COMPACTED FILL OR COMPACTED EXISNNG SOIL CE EUA%=N-630.40 D FILED 2011 APR 18 AM 9: 50 CITY CLERK i0"NA CITY,101'JA ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE 104 CEDAR RAPIDS. A 52401 PH: 318A083401 HRGreen CIVIL ENGINEER HR GREEN INC. 5710 EARHART LANE SW PH: 318."1.4000 CONTACT: AARON GWINNUP Y Q a_ U) r V Z } F- � � U Q O U = o � a F Z O LL ry Lu u SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RIFFLE DETAILS CONFLUENCE PROJECT NO: 15108 U5 COMPACTED RLL OR EXISNNG SOIL 6' COMPACTED MACADAM AGGREGATE BASE BENEATH LIMESTONE SLABS RIFFLE /3 - rk ELEVATO14:631.45 UMESTONE OUTCROP SIAB 2 RIFFLE #2 AND /3 PROFILE DETAIL SC ' NOW COMPACTED FILL OR COMPACTED EXISNNG SOIL CE EUA%=N-630.40 D FILED 2011 APR 18 AM 9: 50 CITY CLERK i0"NA CITY,101'JA ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE 104 CEDAR RAPIDS. A 52401 PH: 318A083401 HRGreen CIVIL ENGINEER HR GREEN INC. 5710 EARHART LANE SW PH: 318."1.4000 CONTACT: AARON GWINNUP Y Q a_ U) r V Z } F- � � U Q O U = o � a F Z O LL ry Lu u SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RIFFLE DETAILS CONFLUENCE PROJECT NO: 15108 U5 FILED PROPOSED GRADE (1`P.) 2011 APR 18 AH 9' 50 EMBED RIP RAP 5' INiO flVJK FROM TOE OF SIRFAMBED CHOKE CLASS B RIP RAP WTH MACADAM STONE CITY CLERK 6' "YP' IN'IA CITY, 101,11A SOIL—CHOKED RIP RAP 30 55 6% 6SLOPFI fl I 1 SOIL—CHOKED RIP RAP CLASS B RIP RAP 3' 22'-1' 1 RIFFLE #4 CROSS SECTION DETAIL SCALE. NONE 2 RIFFLE #4 PROFILE DETAIL SCM£: NONE 4/15/2017 11:20:18 AM 0:\,0150111\CAD\Dwgs\U\U6 RIFFLE DEAILS.dwg ConFLIJMCE LANDSCAPE ARCHITECT CONFLUENCE 900 2N STREET SE, SUITE 1 CEDAR RAPIDS, IA 52401 PH'. 3194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART JANE SW PH'. 319.541,4000 CONTACT: AARON GWINNUP Y LL lLL v/ V Z � U c/)O U a o Z 0 O LL w SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RIFFLE DETAILS CONFLUENCE PROJECT NO: 15109 U6 PROPOSED GRADE (TV.) CONTINUE CUSS 8 RIP RAP AND MACADAM RLL TO ELEVATION 632.00. 12' (APPROX.) W. CHOKE CUSS B RIP RAP — �jII WITH MACADAM STONE G, ELEVATION=627.50 1 RIFFLE #6 CROSS SECTION DETAIL SCA ' NONE B RIP RAP 11LED 2BI1 APR I0 9 50 RIP R 15' (APPROX.) lAI�W�CA�IElEVATI AND 632.00. 4/15/2017 11:20:19 AM 0:\10150111\CPD\Dwgs\U\U7 RIFFLE DETAILS.Ewg 2 RIFFLE #6 PROFILE DETAIL SCALE NONE ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 109 CEDAR RAPIDS, IA 52401 PH: 318 609.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 0710 EARHART LANE SW PH: 319.041 L0W CONTACT: AARON G W IN NU P I.L D U) V Z � � U U) �0J)3: LL 0 CU=o � a � Z � O LL IFFY w 1 SUBMITTAL DATES 1-1 CIMIGN —11 SET ISSUED FDR M -1B-2017 BID SET RIFFLE DETAILS CONFLUENCEPROJETNO: 15IN UICT III EI . 643.00' ELEV. 63.50-J III W STEEL H PILE W VERIFY WITH BRIDGE MANUFACTURER. 1 ELEVATION Sn : NOT TO SCLLE 10•-D• CLEAR FILEI 2 cd (IMU"OXG AM BRIDGE BEARING ELEVATON, H PILE VERIFY WITH BRIDGE MMUFACTURER. STONE PEDESTAL 16" X 16" ANAMOSA LIMESTONE W/ 18" X 18" CAP SCALE NOT TO SCALE 4/15/2017 11:20:39 AM 0:\10150111\CAD\Dwgs\V\V1 BRIDGE GENERAL PLFN.EWg 2 PLAN SCALE: NOT TO SCME 3 CROSS SECTION S ' NOT TO SCALE ConFLUEME LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET BE, SUITE 1 W CEDAR RAPIDS, ISI 52401 PH: 3194995401 HRGreen CIVIL ENGINEER HR GREEN INC. 0719 EARHART -ANE SW PH: 3MM140W CONTACT: AARON GWINNUP LL ^Q^ 'LL rVr^^J v Z � U O 0 O U = LL Z O ry LL rlr Lu �2l SU13MITTAL DATES ISSUED FOR 04-1B-2017 BID SET BRIDGE GENERAL PLAN CONFLUENCE PROJECT NO: 15108 V1 DESIGN TO _RMROID 2ATI MSHTO BRIDGE ONION, DESIGN SPECIFlGTION, 7TH EOIDON, WITH 2015 & 2016 INTERIM REVISIONS LOADING 90 PSF OR 10,000 POUND PICKUP TRUCK WITH PLOW AND SALT WIND LOADING SPECIFIED IN PEDESTRIAN TRUSS SUPERSTRUCTURE SPECVL PROVISIONS DESIGN STRESSES FIELD UNITS BACK (E OF HUTMENT fc 3,500 pet STA 404+34.66 y = 60,000 psi (REINFORCEMENT) OFFSET 5.00 RIGHT fY — 50,000 psi (M270 GRADE 50) TDP OF TRAIL EL 646.00 ConFLUEME LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET BE, SUITE 1 W CEDAR RAPIDS, ISI 52401 PH: 3194995401 HRGreen CIVIL ENGINEER HR GREEN INC. 0719 EARHART -ANE SW PH: 3MM140W CONTACT: AARON GWINNUP LL ^Q^ 'LL rVr^^J v Z � U O 0 O U = LL Z O ry LL rlr Lu �2l SU13MITTAL DATES ISSUED FOR 04-1B-2017 BID SET BRIDGE GENERAL PLAN CONFLUENCE PROJECT NO: 15108 V1 MAMOSA — UMESTONE 16'%16' DECORATIVE PEDESTAL (TW 2 PER ABUTMENT) (COLUMN ROME NOT SHOWN.) S1 (SEE EIEVARONS) 4—J4 V1 — Dk COLUMN ABUTMENT PLAN 1 SHOWING REINFORCEMENT SCALE: 3/4' - V—O' 4/15/2017 11:20:01 AM 0:\10150111\CAD\Dwgs\V\V2 BRIDGE DETAILS.dwg ABUTMENT ELEVATION (FRONT) 2 SHOWING REINFORCEMENT SCALE: 3/4' - V-0' /6012' CM JFAISMERSE TO TRAL) /6012' M (LONGITUDINAL TO TRAIL) ^� 6' COMPACTED AGGREGATE SUBGRADE 3 SECTION THROUGH APPROACH PAVEMENT SCALE: V - 1'-0' �I LH2 ABUTMENT ELEVATION (SIDE) 4 SHOWING REINFORCEMENT MARK NUMBER SIZE 1-/5 Al EA SIDE SHAPE H1 2 e' 1. QUANTITIES PRE PRONDED FOR CONTRACTOR Rk. 645.50 WEST SIDE n H2 V1 (SEE Pi -AN) m 29'-2' ESTIMATED LENGM: H3 2 /5 8'-9' DRIVE TO REIUSAL OR H4 3 05 12'-8' I N I /4 8'-0' PW SEE I) •I 5'-7' �H3 26 a 4'-7' V2 11 i UH �I LH2 ABUTMENT ELEVATION (SIDE) 4 SHOWING REINFORCEMENT MARK NUMBER SIZE LFTICIH SHAPE H1 2 /5 1. QUANTITIES PRE PRONDED FOR CONTRACTOR CONVENIENCE ONLY. H2 5 i5 29'-2' ESTIMATED LENGM: H3 2 /5 8'-9' DRIVE TO REIUSAL OR H4 3 05 12'-8' 51 15 /4 8'-0' S2 12 /4 5'-7' V1 26 /4 4'-7' V2 11 0 4/ 5'-8' 5'-B' d2EARS5'-8" 4 1/2' 4 1/2' 1'-2' V-10' 52_BARS SI BARS CONCR NT e. pE �AT[5.4 CONCRETE: C REINFORCEMENT: 46 U 480 LBS PILES (HP 10 % 57): 90Ff 847E 1. QUANTITIES PRE PRONDED FOR CONTRACTOR CONVENIENCE ONLY. 2. OUANTRIES ME FOR ONE ABUTMENT. 3. DESIGN BASED ON CONCRETE DECK BRIDGE. PRE DATA TYPE: STEEL HP 10 % 57 ESTIMATED LENGM: 45 FT N0. PRODUCION PIIES: 2 PER ABUTMENT NOMINAL REF'D BEARING: DRIVE TO REIUSAL OR 350k. WHICHEVER OCCURS FIRST. ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE 104 CEDAR RAPIDS, A $2401 PH: 319M9.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARRART LANE SW PH: 319.941.4000 CONTACT: AARON G WIN NUP Y Y) (D Z � U O w 3! O U a o Y Z L) NO w LL w W v/ SUBMITTAL DATES ISSUED FDR W-18-2077 BID SET BRIDGE DETAILS CONFLUENCE PROJECT NO 15109 V2 ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH: 319.409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 0710EARHART IANESW PH: 3185416000 CONTACT AARON GNANNUP -------- % Q - V) - --- ' ________ Z HM SHOULDER ----- Bq6 FILED U U �O�A/ W3 LLO U za o 646 GOT�GACC°SHOULDER STANDAARDRD Z '�EDGE OF TRAIL �/ � / E%ISIING {[ CITY CLERK , 6 ------` e.;.../� CULVEfrt s °W n -- —.i , —,� �' IVA CIT AN� LLw GAR�RNL REMOVF'h RDNSTAII ` ; ,/ /'. / Lu y6_--flGINEE SIGNS - _`� ENGINEER TO LOCATE __ �I{� _` ; / I ___P,�I_jjRIAN �F i _____ -_ _ _ _ ____-_� _ _ _ - - _ L_ F I -_ - ____ ______ ------------------ J _-' __ 644 - 6¢4'" _- ______________. 644 ' _ __ ___—� - ___ ______- __-_-____,— FIELD VERIFY 37 CNCRETE RUNNING WNL \_ ___� RENNNrWNL S_Y_ELI`E�_T ,_ _ 6 _____________ 643 '_ _------------------ - / �/ _______•__ t/z1/z __ '. " --------------------------- _�---__-------`._--- RUNNING YJXAT AT- -1 '_-_ -'IPPR _____--- 4P1I.L5-E' �MP_H2O5-% EHIND N11 HT AT ------------------ __________-__-_ 642 _ __"_"__________ 41 640 0 0h h _- _- _ _"__- ---- -- 0h �"3'L / �' 0ry�AoV RETAINING WALL PLAN rte'' /��\�• 16ti 6ry�' w3 9 3/16 °hry �hh � i 9 - - s� _ ' 1 SCALE: 3/16. 1'-0• Hyao 1 by //// I^ 660 - ---- ------ - .- 655 -------------------- _ ----- -------- __ -__--_- _-------_-------- -------------- 660 655 50'-0• SHEET PILE RETANH G WNL REID VERIFY - 37'-6•t CONCRIM RUNNING WNL 25'-0' SHEET PILE RUNNING WNL 2•-6' PEDE' M PRONG 650 — __._ _—__-_ __-_ .TOP OF TRAIL SURFACE 'AT R& FACE OF WNL _ _ -.-__ - -.___. ___.--_-____ ._...___ .____-___. _ _- __.____ _ 9• LIMESTONE CN' __ -�R-CDNOREf� 650 64—ZG _ WRHOUf FORMUNER V 616.21' _. 645 645 640 ---.._. - __ __ .- OSEO'"GHGOE___. ATFACEF 640 /�', -' F .. -L- PROPOSED. E os8 AT FACE OF E OF IRUMNING $-w�x � - / - E%JS11NC GRADE oLnr-1 AT FACE OF I tl�� RUNNING WNL RETNNINC W �viiw Q�m RUNNING WNL vii usl 635 _____.______ .. - _._.._-__ mRa __________ _____ __ __-------- _---- _- _._-___-, 635 630 _—__.__-.___.___.__. - _.._._-___ ___. __ - - --___ —.--.----------- _: 630 625 —_ ___-____ -_ - - __: 625 ____—_' 620 0+40 0+60 0+80 1+20 1+40 0+20 1+00 1+60 4/15/2017 11;20:as AN 2 RETAINING WALL PROFILE / ELEVATION 0:\10150111\CPD\Dwgs\V\V3 RUNNING WALL ENLARGED PLAN k PRORLE - ELEVATION.Ewg SCALE: 3/16• - V-0' ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH: 319.409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 0710EARHART IANESW PH: 3185416000 CONTACT AARON GNANNUP SUBMITTAL DATES ISSUED FOR 04-i6-2017 BID SET maRETAINING WALL ENLARGED PLAN & PROFILE - ELEVATION CONFLUENCE PROJECT NO 151W V3 Q V) Z U U �O�A/ W3 LLO U za o Z O w LLw Lu LL SUBMITTAL DATES ISSUED FOR 04-i6-2017 BID SET maRETAINING WALL ENLARGED PLAN & PROFILE - ELEVATION CONFLUENCE PROJECT NO 151W V3 TOP OF PEDESTRIAN RAIL 8- 649.67' TOP OF RUNNING WALL TOP OF FORMUNER I/2' UP. JOINT CUSTOMROCK — FORMUNER PATTERN /12006 MANOTO CUT Y STONE EXISTING — GRADE TOP OF EXISTING CULVERT PARAPET EL 54250'± F.V. 4 PEDESRLVN PAIL i EXISTING EDGE OF SHOULDER s APPROX. ELEVATION SHOWN AT� CULVERT CENTERUNE 615.6'± w -EDGE OF SHOULDER ELEVATION 1/2' S.S. COLTS eACTUALLY 165'± TO 45.J� WHEN TRAIL IS WITHIN 2' OF EMSTNG SHOULDER 1/2' THREADED A Eu9ms � • 1/2' EXPANSION JOINT 15' PROPOSED 10' WIDE EDGE OL==N SHALL MATCH EDGE OF EXISTING MULTI USE PATI SHOULDEN 0.05Eft TARN 2 FEET1'-0'± FV 7SLOPE 1.55de d29 e a a a I I I ' GEO COMPOSITE WNL OwJN I I \ .�FILTER FABRIC ` GRANULVE HACKRU I� I I'A' DRAINAGE STONE 14 ISTNG CONCRETE BOX L TO 4 \ e 4 4 4' PIPE UNDER DRAIN, — TERMINATE PAST END OF SHEET PILE RUNNING WADS 4/15/2017 11:20:08 AM 0:\10150111\CAD\Dwgs\V\V4 RUNNING WALL. TRNL & GUARD RAIL CROSS SECTION.dwg DRILL & GROUT /5 EPOKT COATED REHAB AT 12' CENTERS, USE NON SHRINK CEMENTIOUS GROUT WITH Fc - 5000 PSI (MIN) MODIFIED SUB—HOSE 1 RETAINING WALL, TRAIL & GUARD RAIL CROSS SECTION SCAE: 1-1/2' - V-0- CONCRETE GUTTER FILED Woo Gn '�(FR 18 AN 9. CITY CLERK IOWA CITY, iU1' "ISTING SHOULDER SLOPE EXISTING — SHOULDER PANNG AND HOSE THICKNESS & CONSTRUCTION SHOWN N.T.S. VARIES - APPROX. 1'-4' AT CULVERT CENTERUNE COf1FLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, R $2401 PH: 819.409.5401 Q HRGreen CIVIL ENGINEER HR GREEN INC. 8710EARHART LANE SW PH: 219.BN.4WD CONTACT: AARON GWINNUP LL Q a_ U) Z } Cn H U < O U =UL ~ 0— F Z �O LL LL. of Lu 1/ SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RETAINING WALL, TRAIL & GUARD RAIL CROSS SECTION CONFLUENCE PROJECT NO: 151M V4 A � • 1/2' EXPANSION JOINT 15' PROPOSED 10' WIDE EDGE OL==N SHALL MATCH EDGE OF EXISTING MULTI USE PATI SHOULDEN 0.05Eft TARN 2 FEET1'-0'± FV 7SLOPE 1.55de d29 e a a a I I I ' GEO COMPOSITE WNL OwJN I I \ .�FILTER FABRIC ` GRANULVE HACKRU I� I I'A' DRAINAGE STONE 14 ISTNG CONCRETE BOX L TO 4 \ e 4 4 4' PIPE UNDER DRAIN, — TERMINATE PAST END OF SHEET PILE RUNNING WADS 4/15/2017 11:20:08 AM 0:\10150111\CAD\Dwgs\V\V4 RUNNING WALL. TRNL & GUARD RAIL CROSS SECTION.dwg DRILL & GROUT /5 EPOKT COATED REHAB AT 12' CENTERS, USE NON SHRINK CEMENTIOUS GROUT WITH Fc - 5000 PSI (MIN) MODIFIED SUB—HOSE 1 RETAINING WALL, TRAIL & GUARD RAIL CROSS SECTION SCAE: 1-1/2' - V-0- CONCRETE GUTTER FILED Woo Gn '�(FR 18 AN 9. CITY CLERK IOWA CITY, iU1' "ISTING SHOULDER SLOPE EXISTING — SHOULDER PANNG AND HOSE THICKNESS & CONSTRUCTION SHOWN N.T.S. VARIES - APPROX. 1'-4' AT CULVERT CENTERUNE COf1FLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, R $2401 PH: 819.409.5401 Q HRGreen CIVIL ENGINEER HR GREEN INC. 8710EARHART LANE SW PH: 219.BN.4WD CONTACT: AARON GWINNUP LL Q a_ U) Z } Cn H U < O U =UL ~ 0— F Z �O LL LL. of Lu 1/ SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RETAINING WALL, TRAIL & GUARD RAIL CROSS SECTION CONFLUENCE PROJECT NO: 151M V4 ConFLUEME LANDSCAPE ARCHITECT CONFLUENCE 9M 2ND STREET BE, SUITE IN CEDAR RAPIDS, IA U401 PH: 3194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 871DEARHART LANE SW PH: 319541 ABA CONTACT: AARON GWNNUP i29 SUBMITTAL DATES ISSUED FOR 0.5-19-2017 BID SEf ADD. j1 k /2 SHEET PILE & CONCRETE RETAINING WALL DETAILS CONFLUENCE PROJECT NO 15108 V5 TOP a SNCTr RAIL TOP OF SVFETY RNUNG EL 649.67' 1'- TRAIL SIDE MIN (4) PINS —\ PRONDE H PER STONE. PIN O y SAFETY RAILING EPO%1' STONE USING L STAINLESS STEEL PINS ARCl10R5 3 �' �• �� '- TOP OF REENNING { 0 WNL EL W. LIMESTONE CAP 'V L u /5 U -BARS O 12. OC 1 r T DDNC. EL 84815• 2' OEN iAYM�'Cj��'v n—, 1 r I. 3- )• !'` T/ SLEET RUE T/ i 1 0- 60.75' TRAIL EL VARIES 1/2' S.S. BOLTS 4 5/5- FORMUNER TOP OF MAKING WNL 1/Z' THREADED CREEK SIDE (M) EMBEDS EL 817.00• SHEET PILE 5• O NOTE: NORM. /SOY' lOP i fdt N1 RDNFORCOIENT TO .. 018 EL. BE EPO%Y COATED � f'C 4000 PS (MIN) WELDED WED TO FILE AT 3 NOT USED SCAUE: I 1' VERT. SPACING. . XORIZ SPACING -SEE PLAN I CRApE EL VM0E5 SDE 1 & SEEVS kE V4 •I -SUB DRAINS SHOWN FOR CUSTOIRMIK r o GENERIL REFERENCE ONLY. FORIIUNER PATTERN I FOR ELEVATIONS. SIZE, /12006 MNNM_ CUT OFFSET O DEENLSo TOP NUE EL STONE 04 O 12' HORIZONTAL SEE B SHEETS SFE SHEET PILE SECTION 1 DETAIL O PROFILE) 1 SHEET PILE 15 O 12' VERIICPL EE DETAL 4 2- ONSSHEET V4 I I I ' 1 I I I I 2' CORRUGATED TUBE I I TOP OF COSTING AT 12' CENERS I I CULVERT P~ET { k BOTTOM OF FORMUNER FlNISH G� E B12w: Fv SHEET PILE RETAINING WALL — SECTION I I ' SCALE: NTS I ,w I I ftl- I I � I I I I i ffI 1 1 a k 3-0• cl®c smE I I SXT I I K@ FF.F. OF FORWNER SEE SECTION CONCRETE FACING CM) FACINc --- PRECAST CONCRETE RETAINING WALL CROSS — SECTION rm o I I 1 1 I 1 E - SEE PVR h PROFILE SHEETS SND (M.) V VERT. SPKING. ASTM A572, GRADE 50 CONTRACTOR MAY T ALL ALTERNATIVE SHEET PIIS MODULUS FOR APPROVAL, BUT ALL MUSE PROVIDE SECTION ODULUS HOWZ SPACING SHEET PILE SEE PLANS TO OR GREATER THAI! SECTIONS NOTED IN PUNS ANO, - SEE PLAN O PRORLE FOR TYPE IUVE A MIN. I/4' THICKNESS WTIH MATERIAL GRADE NOTED IN MAW TRAIL SIDE PUNS AND SPECS. 2 SHEET PILE RETAINING WALL — PLAN 4 TYPICAL SHEET PILE SCNE: NTS SCALE: NTS 5/19/2017 1:43:45 PM 0:\10150111\CAD\Dwgs\V\V5 SHEET PILE h CONCRETE RETAINING WALL DETAILS.Ew9 ConFLUEME LANDSCAPE ARCHITECT CONFLUENCE 9M 2ND STREET BE, SUITE IN CEDAR RAPIDS, IA U401 PH: 3194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 871DEARHART LANE SW PH: 319541 ABA CONTACT: AARON GWNNUP i29 SUBMITTAL DATES ISSUED FOR 0.5-19-2017 BID SEf ADD. j1 k /2 SHEET PILE & CONCRETE RETAINING WALL DETAILS CONFLUENCE PROJECT NO 15108 V5 BOT E SEE SEE PLAN e PROFILE SHEETS 1/2. OLA x 6• NDUL STUD ow') V VERT. SPACING, L GARDE SO CONTRACTOR MAY SUBMR ALTERNATIVE SHEET PILE SECTIONS ASTM M72, HORIZ SPACING SHEET MILE SEE PLANS FOR ARPROVM.. BUT A MUST PROMDE SECTION MODULUS EQUAL TO OR GREATER THAN SECTIONS NOTED IN PIANS TND. TOP OF PEDESTRIAN RAIL HAVE A MIN. 1/4• THICKNESS WTIH MATERIAL GRADE NOTED IN TRAIL SIDE TOP OF PEDESTRIAN RAILING FL 649.67' 2 SHEET PILE RETAINING WALL — PLAN SCALE: 3/4• - V -D' EL 648.6]' SCALE: 1/2• - 1'-0• FILED •I PRONDE MIN (4) PINS i -10• 1HNL310E w PER STONE. PIN h 5. EPOKY STONE USING 9 PEDESRNN RM1NG (] APR IS AM J' 0 STAINI£SS SfFEL PINS ANCHORS 2011 TOP OF RETAINING Y n WNL EL 647.00' UMESIONE CAP CITY(C�LERK{�� /5 U -BNS 0 12. OC ISA - ;�E5118Y1 u T GONG. EL 646.25' 6 RNLIO T CLEAR J• A T/ SHEET PRE V EL fi45.]5' TRAIL EL VARIES 1/2. S.S. BOSS 5/8• FORMUNER TOP ai RETAINING WALL 1/ • THREADED _ — _ CREEK RIM (TYP) EDS EL 84].00' SHEET PILE y NOTE, HORIZ. /509• (TYPJ TOP OF FORMUNER ALL REINFORCEMENT TO / FL. 646.25' BE EPOKY COATED VC a 4000 PSI (MIN) 1/2• DIA . e• SND (TYP.) Z NOT USED J WELDED TO MILE AT 1' VERT. SPACING. SONE: HORIZ SPACING - SEE PUN CRAOE EL VARIES SUBOILVN, •Y SEE WI Q V4 -SUB DWUNS SHOWN FOR CUSIOMROCK GENERAL REFERENCE ONLY. FORW/NER PATTERN •I FOR ELEVATIONS. SIZE. /12006 MANKATO CUT OFFSET 5: DETNlS TOP OF MILE EL STONE /4 O 12' HORIZONTAL SEE B SHEER SEE SHE£T MILE SECTION Y DETAIL 6: PROFILE) 15 O 12• VERTICAL SHEET MILE 2• -SEE DETAIL 4 ON SHEET V4 I I I ' I I 2• CORRUGATED TUBE OF COSTING AT 12• CENTERS G PARAPET BOTTOM OF FINISH EL 642.30't F.V. 1 SHEEP PILE RETAINING WALL —SECTION SCALE: ]/s' - 1'-D' I I �a � • e I I i „z I I 0 _s o si 0 J - GREEN SIDE Cje I I dR F.F. OFFORMUNER GAGING (TVP) SEE SECTION FACINCONCG 5CONCRETE RETAINING WALL CROSS — SE ON ------ --- I I SCALE: 1-1/2• - r -o• BOT E SEE SEE PLAN e PROFILE SHEETS 1/2. OLA x 6• NDUL STUD ow') V VERT. SPACING, L GARDE SO CONTRACTOR MAY SUBMR ALTERNATIVE SHEET PILE SECTIONS ASTM M72, HORIZ SPACING SHEET MILE SEE PLANS FOR ARPROVM.. BUT A MUST PROMDE SECTION MODULUS EQUAL TO OR GREATER THAN SECTIONS NOTED IN PIANS TND. - SEE PLED a PROFILE EOR TYPE HAVE A MIN. 1/4• THICKNESS WTIH MATERIAL GRADE NOTED IN TRAIL SIDE PWNS AND SPECS. 2 SHEET PILE RETAINING WALL — PLAN SCALE: 3/4• - V -D' 4 TYPICAL SHEET PILE SCALE: 1/2• - 1'-0• 4/15/2017 11:200] AM 0:\1D150111\CAD\Dwg9\V\V5 SHEET PILE k CONCRETE RETAINING WNl DETNLS.Ewg ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREETSE.SUITE104 CEDAR RAPIDS, A 52401 PH: 319.408.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 6710EARHART LANE SW PH: 319.641.4000 CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FOR 04-1E-2017 Blo ser SHEET PILE & CONCRETE RETAINING WALL DETAILS CONFLUENCE PROJECT NO 15100 V5 EXISTING CULVERT EXTERIOR CONCRETE WNL BELOW IXISRNG CULVERT EXTERIOR CONCRETE WNL BELOW T»aIE SDE 1/2' DIA.X 6• O O T O i O O O O O O O O ASTM Asn. GRA"' So SHEET PILE SEE PIANS SND rm.) MM AS]2, (R+ILE 50 1'NVERT. WhOI RG. / / k PROFILE FM TYPE I. VERT. SPACING. SHEET %LE SEE PMNs k PROFILE FOR 1TPE HMfiZ BANG 1/2' UP. JOIN W. MOI$fii SPI41[!gSEE n JOIM / JOIM �), .oil 'Tt T1 PtlR __- _____ _______-_I r 1`•VVr� / l RAILING PRECAST CONCRETE f RETAINING WALL i 1 Ij 11 — - IXISTING FACE / OF CULVERT OF CUL FACE J PARAPET OF WLTTM / / SEE SECTIONS WING ER F.F. OF R CREEK SIDE F.F. OF GORMLINER SEE PARAPET FACING (EYP) CONCRETE CONCRETEFACING M) SECTIONS CUSRXTERIOR NG CULVERT ECONCRETE FACING FAGNG FLARED WING WALL BELOW I ID STING CULVERT E%TERRM CDNCRETE FLARED WING WNL BELOW SHEET PILE RETAINING WALL — PLAN2 SHEET PILE RETAINING WALL — PLAN SGNE: NTS SCALE: NTS RNUNG JOINTS TO BE 1 1/2'9 SCHEDULE 40 WA38IER TNNISTWRE' RECEVEt TOP OF SAFETY ANL WELDED ALL MOUND AND STEEL PIPE MILS (TYPICAL) OR APPROVED EOUNNENT GROUND SMOOTH (PiPICN) WELD TO GPOSTS HYNWM ORAL POSE (TYPJ ROTE 1. COLOR OF FAILING SHALL BE LIGHT GRAY. DIAMOND VOGEL COMPMY NO. ML7046 OR MPROVED EQUAL ELEVATION 3 SAFETY RAILING — ELEVATION SCALE: 1-1/2' - 1'-0' 5/19/2017 1:42:39 PM 0:\10150111\CAD\Dw9s\V\V6 RETAINING WALL DETALI 1 1/2- SCHEDULE 40 STEEL PIPE GUARDRAIL POST WELD TO BASE PLATE FL 84).00' 1/41 4' v 6' W/ (4 MIN.) 1/2'9 SS POST -INSTALLED ANCHORS IN UMESTONE. CAST IN PUCE EMBEDS SH/J.L BE USED IN PRIWNL. OR MPMCNEO EOI TOP OF SAFETY RUL EL 649.6)' OP OF RUNNING WNL EL 84].00' NOTE 1. COLOR OF RAIUNG SHALL BE LIGHT GMY. DIAMOND VOGEL COMPANY N0. RAL7046 OR APPROVED EOUAL SECTION 1 1/2-0 SCHEDULE 40 STEEL PIPE RAILS (TYPICAL WELD TO GUMDML POSTS "UNG JOINT$ TO BE WELDED ALL AROUND MO GROUND SMOOTH (lY%CAL) WAGNER TNNSWIRE' RECENER OR APPROVED EOUNALEM HMOWME (TVP.) SS 3/I6' CABLES (TYP.) 1 1/2- SCHEDULE 40 STEEL PIPE GU/RDRML POST WEIR TO BASE PLATE 1/4% 4' • 5' W/ (4 MIN.) 1/2'4 SS POST -INSTALLED MOHORS IN UMESNNE. CAST IN PLACE EMBEDS SHALE BE USED IN PRECAST WALL, OR MPROVEI EOUAL. 4 SAFETY RAILING — SECTION SCALE: 1-1/2' - 1'-0' conFLUEWCE LANDSCAPE ARCHITECT CONFLUENCE 90021IID STREET SE, SUITE 101 CEDAR RAPIDS. W U401 PH. 919408.5101 HRGmn CIVIL ENGINEER HR GREEN INC. 8710 EARMRT UNE M PH: 819.611.4000 CONTACT: AARONGNANNUP i% SUBMITTAL DATES ISSUED FOR OS -19-2017 BID SEf RETAINING WALL DETAILS CONFLUENCE PROJECT NO: 15106 V6 1/4' x 3- PAA CABLE BRACE SS 3/I6' CARIES (TYR) TOP OF RET/JNING WNL ROTE 1. COLOR OF FAILING SHALL BE LIGHT GRAY. DIAMOND VOGEL COMPMY NO. ML7046 OR MPROVED EQUAL ELEVATION 3 SAFETY RAILING — ELEVATION SCALE: 1-1/2' - 1'-0' 5/19/2017 1:42:39 PM 0:\10150111\CAD\Dw9s\V\V6 RETAINING WALL DETALI 1 1/2- SCHEDULE 40 STEEL PIPE GUARDRAIL POST WELD TO BASE PLATE FL 84).00' 1/41 4' v 6' W/ (4 MIN.) 1/2'9 SS POST -INSTALLED ANCHORS IN UMESTONE. CAST IN PUCE EMBEDS SH/J.L BE USED IN PRIWNL. OR MPMCNEO EOI TOP OF SAFETY RUL EL 649.6)' OP OF RUNNING WNL EL 84].00' NOTE 1. COLOR OF RAIUNG SHALL BE LIGHT GMY. DIAMOND VOGEL COMPANY N0. RAL7046 OR APPROVED EOUAL SECTION 1 1/2-0 SCHEDULE 40 STEEL PIPE RAILS (TYPICAL WELD TO GUMDML POSTS "UNG JOINT$ TO BE WELDED ALL AROUND MO GROUND SMOOTH (lY%CAL) WAGNER TNNSWIRE' RECENER OR APPROVED EOUNALEM HMOWME (TVP.) SS 3/I6' CABLES (TYP.) 1 1/2- SCHEDULE 40 STEEL PIPE GU/RDRML POST WEIR TO BASE PLATE 1/4% 4' • 5' W/ (4 MIN.) 1/2'4 SS POST -INSTALLED MOHORS IN UMESNNE. CAST IN PLACE EMBEDS SHALE BE USED IN PRECAST WALL, OR MPROVEI EOUAL. 4 SAFETY RAILING — SECTION SCALE: 1-1/2' - 1'-0' conFLUEWCE LANDSCAPE ARCHITECT CONFLUENCE 90021IID STREET SE, SUITE 101 CEDAR RAPIDS. W U401 PH. 919408.5101 HRGmn CIVIL ENGINEER HR GREEN INC. 8710 EARMRT UNE M PH: 819.611.4000 CONTACT: AARONGNANNUP i% SUBMITTAL DATES ISSUED FOR OS -19-2017 BID SEf RETAINING WALL DETAILS CONFLUENCE PROJECT NO: 15106 V6 IX16TING CULVERT E%TERIOR CONCRETE WALL BELOW E%ISDNG CULVERT EXTERIOR CONCRETE WAIL BELOW AILED o a a a o IBAIL.S@E 1/2' DIA .) fi' - ASTM AMILE GRIDS 50 1/2' 0 x 6' � SND (rrPJ SHEET TLE SEE PIANS SND ASTM PMILE GRADE 60 k PROFlLE i0R HYPE n') SHEET PILE SEE PLANS P VERT. SPACING. 1' VERT. SPACING, h PROFILE FOR TYPE HORIZ SPACING ypRl� $P�CyIG - SEE PLAN I'IXP. 1/2' IXP. T)gkIiRIYFI.• I Ail 9:50 �' JOINT {.lI1JIT 1 IJ ---- ------------------- C ERKI --------------------- PEDESTRIAN �( ` BATONS IOP T .'o iii APmENSGTRAi I I I FACE OF CULVERT IXISRNG FACE l FORMONFA l F.F. OF PNMPET OF CULVERT / SEE SECTIONS CRUX SIDE F.F. OF FORNUNLA SEE i PARAPET FACING (1W) CONCRETE CONCRETE FACING (TRP) SECTIONS G CULVERT EJGERIOR CONCRETE WING FACING / j RAR WALL BELOW IXISTING CULVIIrt E%IERIOR CONCRETE FILMED WIND WAIL BELOW 1 SHEET PILE RETAINING WALL - PLAN SHEET PILE RETAINING WALL - PLAN SONE 3/4' - 1'-0- SG1E: 3/C = 1'-0' HUNG JOINTS TO BE 1 1/2'0 SCHEDULE 40 WAGNER 'INMSWIRE' RECENER 1 1/2.0 SC ULE /0 WELDED ALL MOUND AND S1 PIPE RAILS (ITRCAL) OR APPROVED EOUNALENT STEEL PIP LS (TYPICAL) GROUND SMOOTH (TYPICAL) WELD TO GUMDRNL POSTS HARDWARE (EYP.) WELD T UARDRNL POSTS TOP OF PEOESIRVN RAL TOP OF PEDESTRIAN RNL EL 649.67' EL 649.67' NO JOINTS TO BE ED ALL MOUND AND 8 Bow GROUND SMOOTH (TYPICAL) V i V i WAGNER iNNSWIREI RENT O i p O Y OR APPROVED EQUIVALENT HARDWARE (EYP.) SS 3/16' CABLES (THP.) 1/4- x J' BAR CABLE BRACE wz� '� Z N�LLo at� SS 3/16, CMLES (EYP.) IS NJ< �y�ya �Na 1 1/2- SCHEDULE 40 at7 STEEL PIPE GUARDRAIL POST WELD TO WE PLATE 3 3' TOP OF T OF RUNNING WNL MINING AAI, V EL 84].00' LL. 647.00' 1 1/2- SCHEDULE 40 Nm ' STEEL PIPE GUMDRNL POST WELD TO BASE PLATE tl4IE: 1/4'x 4' x 6' (4 MIN.) 1. COLOR OF HUNG SHAL BE LIGHT GRAY, DIAMOND 1/Cx P x 6' W/ (4 MIN.) 1/2.w SS POST -i VOGFL COMPANY NO. R 7046 OR APPROVED EQUAL 1/2'0 55 POST-INSTAlIEO 1. COLOR OF RNUNG SHALL BE ANCHORS IN UM ANCHORS IN UMESTONE. LIGHT CRAY. DIAMOND VOGEL CAST IN PLACE EMBED CAST IN PLACE EMBEDS COMPANY NO. RA17046 OR SHALL BE USED IN PR ELEVATION WALL OR APSHALL BE PO DIN PRECASTEO APPROVED EOW WA . OR APPRO ED EQUA S ECTI O N 3 PEDESTRIAN RAILING - ELEVATION SGLLE: 1-1/2' - 1'-0' 4/15/2017 11:20:16 AM 0:\10150111\CAD\OWgs\V\V6 RUNNING WALL DEAILS.Ewg 4 PEDESTRIAN RAILING - SECTION SCALE: 1-1/2' - 1'-0' C0�IFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 800 2ND STREET SE. SUITE IN CEDAR RAPIDS, IA SN01 PH: 3194M WI HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH'. 319.801 AGN CONTACT: AARON GW NNUP Y a_ VJ V Z Ur^) U J ON LL, i� LA. O U = o Z O L.L LL L.L W ,id SUBMITTAL DATES ISSUED FOR 0-18-2017 &D SET RETAINING WALL DETAILS CONFLUENCE PROJECT NO: 15IN �'L J 660 655 650 645 640 635 630 625 69f 4/15/2017 11: 0:\10150111\C TRAIL G PLAN STA 700+00 TO STA 704+40 ® 0 p SCALE: 1' = 20• _._.................. .. ............ ..... ..._....__ ..._._................... .._......... ..._._. ... ....._...... .......... ...._... .. ....... 660 .. _.... ....... ......... - ............_ _.... ..... .............. .. ..... ........... .... ...._..._..... .............. ...... .... ........ ... .. .._....... ........ ............ .. .. $$ . ................ ......... _..._.. ...._.__ ... ..............._.......... ..... _....._... ..... __.- ......... 9. ..... ...+e .... .. ........ ......._ .... .......G + . ..... ........ .._..._ ..... .... ....... ......... .. .... -. ... ... ... . _. .. .. .._. ... ......_ ........ . ...... . _..gym. .... ........ ........ ..... .... ........ ._.__. ... .... _. .... .... .. ................_...._._,$ i .. _. .. _... ... ........... ,I II ._._._.__ ... _..._...... ......_ ......... _. TRNL G P ... ... POSED G .. ......... E ...... ........ ........ ....... ..._.... _._. - .. _. .4 .. ...... _. ..... 650 _ ..........................P ....._ ....... . ..... .... ... _.... .... .... ..... .... .... ..... .... ._.... ._._.. . _... .._. . .. ...... - .... mI 01 ADE ..... ._... ..... ... ... .. ... ._.- ... _. _..._ ....._ ........ .._.. ..... .. ... .. ..... .... .... ....... ._.. .... .. _. .... ... .. ._.., ..... ... ... ... .....- - o.mx ...... .... ....... .._ . _..... ....... ...... ...._..A.. ..... ......... INTERSE ON TRNL -� -�+01.1 ...___. _........... ........... _................... .......... . ... .. ...... -._.. A � —'___ ......... _. .. ........ ... ...._ ...... .. .. -._..... .._ _._....- _....... ... ...... .. .._..._.. ...._.. ............ ___. ...-�_.- ._._ . ._........... _.. ._.... _..... ... .......... .........- ................. ... ........... . _.... . ......... .........._ ......... ... ........... ...._ .....-.._ ...... _. _...... 640 _ .... .. .... ... .. ..... ..... .... ... ._... .... ... .... .. .. TfWLA jROPOSED'e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e ......._� _....... ..... ..... ..... ;_....... .. .._...._._ ............ ........... ,_.......... ........_.. .. ....._ ........... ........ ......... ........... ...........r ._...... .......... ...._... ..; ... ..... .. Y. .... ._..q. ... ... _.- .... ,�.... a....... V 703+80 704+20 625 699+80 700+20 700+40 700+60 700+80 701+20 701+40 701+60 701+80 702+20 702+40 702+60 702+80 703+20 703+40 703+60 +60 700+00 701+00 702+00 703+00 704+00 704+40 TRAIL G PROFILE STA 700+00 TO STA 704+40 ° p• ° ,• 2 10:27 AM SGLE 1 20' N\Dw9s\W\Wt.dwg 1' 20 HOIQ. 1- - 5' HAf. ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 800 2ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH: 319 09,5401 HRGreen CIVIL ENGINEER EIR GREEN INC. 8710 EARHART INE SW PH'. 319861400° CONTACT: AARON GWINNUP Y Q I U7 CD Z_ U) U U) O O U = o Z O tY LL Lu '/ SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET BID ALT NO 1 RIVER TRAIL SEGMENT CONFLUENCE PROJECT NO: 15108 W1 66( 65° 65( 64: 64( 63? 63( 1 STA 704+40 TO STA 708+47 e a STOLE: 1• - 20' I 1• � 10' 47 � I I I r r II I Y r II I r J 625 704+40 4/15/2017 11:20:" AM 0:\10150111\CM\Owes\W\W2.ewg ,VJTVV TRAIL G PROFILE 2 STA 704+40 TO STA 708+47 a m a e• SCAIE: 1• - 20' 1- � 90' Ha15i. t• - !' HAT. 707+20 707+40 707+80 707+80 ...... W 0 Toe+eo ,,, 660 655 650 645 640 635 630 625 Fa0 E ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 101 CEDPR RAPIDS, IA 52401 PH: 319.4095401 HRGreen CIVIL ENGINEER HR GREEN INC. 9710 EARHART LANE 6W PH: 319.8414000 CONTACT: MRON GWINNUP Y a - U) cD z 0 v O � o U =o �a0 Z � ry II Lu -/ SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf BID ALT NO 1 RIVER TRAIL SEGMENT CONFLUENCE PROJECT NO 15106 W2 mm YY n qw —t.aaA 625 704+40 4/15/2017 11:20:" AM 0:\10150111\CM\Owes\W\W2.ewg ,VJTVV TRAIL G PROFILE 2 STA 704+40 TO STA 708+47 a m a e• SCAIE: 1• - 20' 1- � 90' Ha15i. t• - !' HAT. 707+20 707+40 707+80 707+80 ...... W 0 Toe+eo ,,, 660 655 650 645 640 635 630 625 Fa0 E ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 101 CEDPR RAPIDS, IA 52401 PH: 319.4095401 HRGreen CIVIL ENGINEER HR GREEN INC. 9710 EARHART LANE 6W PH: 319.8414000 CONTACT: MRON GWINNUP Y a - U) cD z 0 v O � o U =o �a0 Z � ry II Lu -/ SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf BID ALT NO 1 RIVER TRAIL SEGMENT CONFLUENCE PROJECT NO 15106 W2 --- r 2 2 a 24 _= 2 2 �® 2 q5/ 11- JA i. 9 8 6Ns 14 0 0 x n� Y o \ N \ #O 1 tlOh3: \ h + 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. on s 2. RADIUS POINTS ARE FOR CUMS NOT DIRECTLY ON REFERENCE ALIGNMENT. N 5`` fibs IIL�'JJ'I S 65p -650 _6gb 00 645 06`S 635 _ by5 81p 1 TRAIL G STAKING PLAN No�H 4/15/2017 11:20:21 AM 0:\10150111\CAD\Owgs\w\W3.dwg 1• w' TRAIL G STAKING TABLE POINT NUNBEt STATIONING OFFSET ELEVATION DESCRIPTION )•1 ]88+]3.17 B 6N.3] END TRAIL • BEGIN TRA fi )•3 ]001]3.36 10 .53 BEGIN 315' RADIUS ]B3 ]•1+ 30 09 EMD 315' RADSUS )B4 )•1+ 4 16 31 RADIUS POINT 6' )05 )B1+ .Sfi 645.61 END TMIL G, BEGIN TRAIL N ]06 ]Bl+18.98 39.6 645.]6 BEGIN 130' RADIUS 7B] ]03+88.99 23.03 5 END 138' AADIUS ]OB 7B 4 1 8 5. RADIUS POINT 138' )B9 1 646.23 EWE OF TRAIL ]SO 3H3.33 B 6 END 385' RADIUS 731 )03+63. - MDIUS POINT 315' ]13 ]BS+T/. END 3fi•' RADIUS )13 ]Q+ 1 i 8411 RADIUS POINT 3N' ]11 ]•]+ 15.13 6M.3 END 130' RADIUS )15 )NN).tl 11.83 6N.19 END TRAIL G BEGIN TRAIL N ]36 ]05+]].30 348 615.31 RADIUS PolMT 130' 71] )00+08.13 10 613.03 ENO 35' RADIUS ]It )BB+00.69 /S 613.7 RADIUS MINT, 35' ]19 )•8+10 At 10 613.ri BEGIN 15' RADIUS ]3B ]88+25.]5 24.1 643. St ENO 15' RADIUS ]31 )BN1•.)t 15 613.55 MDIUS POINT, 1S' )33 70N35.]3 23. t9 613./3 E10 TRAIL G. BEGIN TRAIL F )23 )0M35.30 16.36 N3.1 BEGIN 6' BADIIIS ]2! )00+11.39 IB 613.1 END 6' RADIUS ]25 )Y6H1.39 16 NIA MDIUS MINT, 6' )26 ]08H6.)6 10 613.1 END TRAIL COf1FLUE(10E LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, 6UITE 10/ CEDAR RAPIDS, IA 52/01 PH: 318 /08.5/O1 HRGreen CIVIL ENGINEER HR GREEN INC. 9710 FARH4RT LANE 6W PH: 318.9/1 A000 CONTACT: AARON DATES 6 )2) )8•Hfi.96 • 643.36 ENO TMIL 6 GW NNUP FLLS3 rll J V Z u- < � VJ � O ULL LL ,3 U = o a ° Z I.J.. Nw I.L SUBMITTAL ISSUED FOR 0-18-2017 BID SEf ' BID ALT NO 1 RIVER TRAIL G STAKING PLAN CONFLUENCE PROJECT NO'. 15105 W3 DATES ISSUED FOR 0-18-2017 BID SEf ' BID ALT NO 1 RIVER TRAIL G STAKING PLAN CONFLUENCE PROJECT NO'. 15105 W3 COnFLUEn LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE, SUITE 104 \\CEDAR RAPIDS. N 52401 SPH. 318409.5401 Hreen FML ENGINEER -PIR GREEN INC. 8710 EARHART LANE SW PH: 318 84IA000 CONTACT'. AARON GWINNUP Y Q d C� Z U O Lu �: O U a o O Of LL w w TIO SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RALSTON CREEK PLAN & PROFILE CONFLUENCEPROJECTNO: 15106 E3 ssc say 6H W; 85( 62: 621 61: RALSTON CREEK PLAN 1 STA 60+00 TO STA 64+00 SCALE: 1' = 20' 1. _ W ..................................................................................................................................... ..................................................................................................................................... .._.......................... _............- _......._.......... ........ __............_...._...... ..._.......... .........._, ....... ..._...._.... ............. .. _. _.............. _.._..._......................._.........buttNC..R/DE _.., t-� 61+UU OL+UU OJ+UU RALSTON CREEK PROFILE 4/15/2017 11:20:20 AN STA 60+00 TO STA 64+00 0 w 0 5' 0:\10150111\CAD\Dwgs\E\E4.awg SCA/E: ,� 1• 50 45 40 i35 i30 125 520 $15 o4+U0 .ED AM 9: 4 �5 CLERK ITY.10Wta COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 101 CEDAR RAPIDS. IA 52401 PH'. 319,409,501 CIVIL ENGINEER HR GREEN INC. 9710 EARHART JANE sw PH: 31G ea1A000 CONTACT: AARON GPANNUP Y Q U) CD Z_ Fn U U) O W ?: O U d o Z w LLw W Irdd SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET —45 RALSTON CREEK PLAN & PROFILE CONFLUENCE PROJECT NO: 15109 E4 RALSTON CREEK PLAN STA 65+00 TO STA 67+00 8 m scr1E: 1' - zo' i 650 645 E%ISONG GRADE 6b ... ......... ......_.. - ...........?...,._ ..... .. ........ ... PRDPOS ..RALSTON. REEK.- ....- ... - ..... ........ o $ `--- - CRADE CHANNEL.. .... ........... ... ........_......-. ..._.. .._. .... ..... .._...NNE 835 Q....N_ .--.- . .... �,.., .-.. .-.- - -.. --- ... - .-.. . -POOL. .._-fi3l19 ......_ 630 . _..... ......... _......... _._... ......... ........ _._... _.._.. .. .........-.. -...._... ... .._ .. _......... ........ ...._...._. ...._....... .. _.._.. ......._... _. ....... _. ......... ...._.. _... ...._.. .. ...__........ ..._........ .. ....... . .. ...... ...... ..._.. ...._ ...._ ..... -.... ......... ........... 625 ........ .. ._. _. _.... .......... ......... ....... .......... ............. ......._...... .... _......... .. ... .......... .......... ........ ..... .. ............. 620 ........ .. .. ...... _.. _... ...... ........ ... .._. .... ... _._. ...... . ........ ... ..... .. ..._...... 615 64+20 64+40 64+60 64+60 65+20 65+40 65+60 85+80 66+20 66+40 66+60 66+50 64+OD 65+00 66+00 67+ RALSTON CREEK PRORLE 4/15/2017 11:20:23 AM STA 65+00 TO STA 67+00 a m• a 9• 0:\10150111\CAD\0w98\E\E5.dw9 SGL£: 650 645 Bb 835 830 625 fi20 615 00 FILED 1011 R,PR 13 AIM 9-- 49 CITY CLERKI r,rA CITY.1011A ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE. SUITE 106 CEG RAPIDS, IA U401 PH. 310609.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART-ANE SW PH', 319.&HA000 CONTACT: AARON G W IN N UP Y ry Q D- U) U) C� 0 Lu � U J) O U =o F- 0_ Z LLL LL Lu -id SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf RALSTON CREEK PLAN & PROFILE CONFLUENCE PROJECT NO: 15108 E5 I6W 162: 1 62( 61: 6: . 5/4/2017 2:40:23 PM 0:\101 W 111\GD\Owgs\E\E6.Cwg RALSTON CREEK PLAN 1 STA 0 TO STA 72+00 1' - 2 SCALE: 1 • 20' 1• - 20• 2,5 RALSTON CREEK PROFILE 2 STA 67+00 TO STA 72+00 0en SCA E 1• - conFLUEnc LANDSCAPE ARCHITECT CONFLUENCE goo 21•ID BTREET SE, sUIIE td CEDAR Ramos.w5zagl PH'. 319AN.61g1 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EPRHPRT LANE 6W PH: 319MI.4 CONTACT AARON GWNNUP Y n C� Z_ Eo U U) O 3: W O U o 0- Z O ry LL W SUBMITTAL DATES ISSUED FOR 06-01-2017 BID SET ADDEWUY /1 RALSTON CREEK PLAN & PROFILE CONFLMNCE PRWECT NO: 15108 E6 U6 U7 SW RALSTON CREEK PLAN 1 STA 67+00 TO STA 72+00 SCALE: 1' a 20• ___ __ _ •- + .. .PROP SEO RAl5T0 CREIX... ... m a 635 4/15/2017 11:20:20 AM 0:\10150111\CAD\Dwgs\E\E6.Ewg RALSTON CREEK PROFILE 2 STA 67+00 TO STA 72+00 SCALE. /X CUSS B RIP RAP WITF1 MACADAM TOP DRESSING UP TO El 632 /!tea / FES. ADO APRON FOOTING SUPPORT PER / 6MDA$ 4030.221. ADD F.E.S. TIES 3 \ S��ONE BUCK IF IXPOSED.�I� : �^ \ �iRi419q�4T'�4 i 7 �m MHA -5 SEE SHEET C10 FOR - STRUCMRE INFO sNd'' 4 ,ora 've F 0 fi p9 H W EmEmEmmomoml ........ ........... . ... mommmommal ... .......... ___ __ _ •- + .. .PROP SEO RAl5T0 CREIX... ... m a 635 4/15/2017 11:20:20 AM 0:\10150111\CAD\Dwgs\E\E6.Ewg RALSTON CREEK PROFILE 2 STA 67+00 TO STA 72+00 SCALE. /X CUSS B RIP RAP WITF1 MACADAM TOP DRESSING UP TO El 632 /!tea / FES. ADO APRON FOOTING SUPPORT PER / 6MDA$ 4030.221. ADD F.E.S. TIES 3 \ S��ONE BUCK IF IXPOSED.�I� : �^ \ �iRi419q�4T'�4 i 7 �m MHA -5 SEE SHEET C10 FOR - STRUCMRE INFO sNd'' 4 ,ora 've F 0 fi p9 H W EmEmEmmomoml mommmommal Emommummoi slommulsolmol in 9 El 22 6501 0 W' 0 0' 635 630 625 620 615 ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE WC 2ND STREET SE, SUITE 104 CEDAR RAPIDS, M52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHAR7 LANE SW PH: 319841400 CONTACT: AARON GWNNUP Y Q U) CD Z_ � U r^ T O W 3! < p U = o Z � O LLQL / L LuLu SUBMITTAL DATES �� ISSUED FOR 04-18-2017 BID SET RALSTON CREEK PLAN & PROFILE CONFLUENCE PROJECT NO: 1510 219 I 5 r ! l 6 �E -- ter.►iii Fm a SOMEONE ,I I IIIIVIQII ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE, SUITE 104 CEDAR RAPIDS, A 52401 PH: 3184085401 CIVIL ENGINEER HR GREEN INC. 0710 EARHART LANE SW PH: 019.541.4000 CONTACT: AARON Ca MNNUP Y Q U) z z LL W SUBMITTAL DATES ISSUED FOR 04-18-2017 elo sET STORM LAYOUT CONFLUENCE PROJECT NO: 154N8 F1 650 645 640 PROFILE VIEW OF STORM ALIGN 10 1. TIE PLL RCP TUWEO END SECTIONS TO PIPES 3 JOINTS HOCK FROM ENDS. 2. INSTALL &L END SECTIONS AT PROPOSED INVERT ANO GARDE TO 1' COVER 650 FILE[ 645 1017 APR 18 AM 640 CITLERI IOVA CITY, to 69 5 +30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 PROFILE VIEW OF STORM ALIGN 20 650 850 645 840 645 11.151 635635 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 PROFILE VIEW OF STORM ALIGN 30 645 1 K 645 640 635 640 635 629+40 29+70 30+00 30+30 30+60 30+90 31+20 31+50 31+80 32+10 32+40 32+70 550 545 640 635 PROFILE VIEW OF STORM ALIGN 50 650 60.5 640 635 549+20 49+50 49+80 50+10 50+40 50+70 51+00 51+30 51+60 51+90 52+20 52+50 52+80 53+10 53+40 53+70 54+00 54+30 54+60D 4/15/2017 11:20:11 AM O:\10150111\CAD\Dwgs\F\F2 STORM PRORLES.Ewg COnFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 9002NUSTREFT SE, SUITE 104 CEDAR RRPIOS.A 53401 PH: 31Preen A09.5401 { CIVIL ENGINEER HR GREEN INC. 0710 EARHART LANE SW PH'. 319.BN.4W0 CONTACT: AARON GWINNUP Ai SUBMITTAL DATES ISSUED FOR 04-18-2017 �D SEf STORM PROFILES CONFLUENCE PROJECT NO: 151N F2 S D U B U Q U E CN S C L I N T 0 N S T _ 4/15/2017 11:20:22 AM 0:\10150111\CAD\Dwgs\C\Gt.Swg / RqST0 N SB-3-� CREEk 41 j 0 SURVEY CONTROL POINT TABLE POINT i NORTHING EASRNG ELEVATION DESCRIPTION 2 807083772 2177553775 5Q.36 CP IR SB -2 u61 SOIL BORING TABLE POINT / DESCRIPTION NORTHING EASTING 33 55-1 I 00 S5-2 606524.15 217701.13 31 II II II II II b I I I I I II II fI C9S=� I I I I f\J.y/� I 4/15/2017 11:20:22 AM 0:\10150111\CAD\Dwgs\C\Gt.Swg / RqST0 N SB-3-� CREEk 41 j 0 SURVEY CONTROL POINT TABLE POINT i NORTHING EASRNG ELEVATION DESCRIPTION 2 807083772 2177553775 5Q.36 CP IR SB -2 u61 SOIL BORING NORTHING & EASTING'S ME APPROXIMATIONS. CONTACT GEOTECHNICAL TOR EXACT LOCATIONS SOIL BORING TABLE POINT / DESCRIPTION NORTHING EASTING 33 55-1 506661.09 217]762.45 00 S5-2 606524.15 217701.13 31 58-3 605799.14 2177703.90 32 S8-4 606765.55 2177600.95 35 58-5 606245.75 217772278 v 58-5 506201.10 2177255.60 35 S5-7 506069.53 2177459.51 38 5B-5 805150.30 2177770.54 29 SB -9 608453.39 2176919.02 4 35-T0 506644.91 2177&4.15 25 SB -11 505722.95 2175907.19 SOIL BORING NORTHING & EASTING'S ME APPROXIMATIONS. CONTACT GEOTECHNICAL TOR EXACT LOCATIONS 0 oN� R�NgR /°w0 se—n 1 SURVEY CONTROL & SOIL BORING PLAN �• 0 0 SB -5 0 7 "t r/ 7 \ / D / AM 'r/41 Y / / 0 / / / / �0 iIX 41 u COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET 8E. SUITE 1M CEDAR RAPIDS. IA 52401 PH: 319,095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.841.4000 CONTACT: AARON G`MNNUP 3 BDS91D.9fi 2177455.77 838.88 CP 1/2' IRON ROD 0 oN� R�NgR /°w0 se—n 1 SURVEY CONTROL & SOIL BORING PLAN �• 0 0 SB -5 0 7 "t r/ 7 \ / D / AM 'r/41 Y / / 0 / / / / �0 iIX 41 u COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET 8E. SUITE 1M CEDAR RAPIDS. IA 52401 PH: 319,095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.841.4000 CONTACT: AARON G`MNNUP ISSUED FOR 04-18-2017 BID SET co—W 111— SURVEY CONTROL & SOIL BORING PLAN CONFLUENCE PROJECT NO: 15108 G1 �L••.8L LLr^ U) V/�/ 0 Z u U O 0 O U o a H � Z O of LL Lu SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET co—W 111— SURVEY CONTROL & SOIL BORING PLAN CONFLUENCE PROJECT NO: 15108 G1 4/15/2017 11:20:44 AM 0:\10150111\CAD\Dw95\G\G2.ew9 NUMBER TRAIL E ALIGNMENT DATA TABLE RALSTON GREEK OVERFLOW ALIGNMENT DATA TABLE RALSTON CREEK ALIGNMENT DATA TABLE NUMBER LENGTH NUMBER LENGTH UNE/CHORD DIRECTION START STATION ENO STATION START NORTHING START EA5TING L1 209.095 S35' 49' 32.63w 50+00.00 52+09.09 607090.95 21]]945.04 Cl 98.764 S16' 57' 47.60w 52+09.09 53+07.86 606921.42 21]]822.65 L2 43.932 51' 53' 57.43'E 53+07.86 53+51.79 606828.65 217779435 C2 35.908 SS 57' 24.01"E 53+51.79 53+87.70 606784.74 2177795.81 L3 27.861 S6' 00' 50.60"E 53+87.70 54+15.56 606748.92 21]7]98.28 C3 177.046 S14' 16' 26.16w 54+15.56 55+92.61 606]21.22 21]]801.20 L4 58.442 SW 33' 42.92w 55+92.61 56+51.05 606553.20 2177758.46 C4 197.345 S6' 17' 39.66w 56+51.05 58+48.39 806505.07 21 77725.30 L5 1.213 521' S8' 23.60E 58+48.39 56+49.61 606316.78 2177704.53 C5 92.724 S4' 15' 51.25'E 58+49.61 59+42.33 606315.65 2177/04.99 L6 56.863 SIT 26' 41.10w 59+42.33 59+99.19 606224.65 2177711.77 L7 6.000 N76' 35' 24.75w 59+99.19 50+05.19 606169.35 21]]698.55 Le 37.795 N50' 29' 38.64w 80+05.19 60+42.99 606170.74 21]]692.72 L9 52.939 56T 49' 27.04w 60+42.99 60+95.93 606194.78 2177663.55 C6 171.577 N61' 30' 08.26w 60+95.93 62+67.50 606174.80 1217/614.53 L35 2.646 KID' 49' 43.57w 62167.50 62+70.15 606246.40 2177462.65 C7 95.423 N34' 48' 29.87w 62+70.15 63+65.57 606249.00 2177482.15 LIS 14.639 N58' 47' 16.18w 63+65.57 63+80.21 606325.08 2177429.26 C8 180.789 SAY 39' 54.65w 63+80.21 65+61.00 606332.67 2177416.74 ut 30.195 ST 07' 05.48w 65+61.00 65+91.20 606265.29 217]280.61 C9 128.511 542' S8' 10.34,E 65+91.20 67+19.71 606235.26 2177277.39 L12 38.563 NBT 56' 33.85'E 67+19.71 67+58.27 606152.32 2177354.66 CIS 79.872 56T 27' 18.37,E 6]+58.2] 68+38.14 606153.70 21 77393.1 9 L13 72.537 SW 51' 10.58,E 68+38.14 69+10.68 606119.47 217746132 C11 50.262 SET 51' 06.31'E 69+10.68 69+60.94 606059.95 2177503.17 L14 61.703 S70' 51' 02.03'E 69+60.94 70+22.85 605030.09 2177542.58 C12 107.673 S9' 09' 29.58'E 70+22.65 71+3032 606009.85 2177600.86 LIS 76.259 S52' 32' 02.88w 71+30.32 72+06.58 605922.93 21]]614.88 L18 168.502 S4T 35' 40.11 w 72+06.58 73+75.08 605876.54 2177554.35 4/15/2017 11:20:44 AM 0:\10150111\CAD\Dw95\G\G2.ew9 NUMBER TRAIL E ALIGNMENT DATA TABLE RALSTON GREEK OVERFLOW ALIGNMENT DATA TABLE TRAILA ALIGNMENT DATA TABLE NUMBER LENGTH UNE/CHORD DIRECTION START STATION END STATION STARE NORTHING STMT EA511NG L27 239.857 513' 26' 41.10w 80+00.0082+39.86 51' 60621].19 2177]09.99 C41 73.954 S32' 53' 06.50w 82+39.86 83+13.81 605983.91 2177654.22 US 19.681 S52' 19' 31.90w 83+13.81 83+33.49 1 605922.99 2177614.53 4/15/2017 11:20:44 AM 0:\10150111\CAD\Dw95\G\G2.ew9 TRAIL F ALIGNMENT DATA TABLE NUMBER TRAIL E ALIGNMENT DATA TABLE TRAIL ALIGNMENT B DATA TABLE TRAILA ALIGNMENT DATA TABLE NUMBER NUMBER NUMBER LENGTH UNE/CHORD DIRECION START STATION ENO STATION START NORTHING START EASONG C13 349.212 51' 25' 15.56w 100+00.00 103+49.21 606984.07 2177629.56 C14 118.260 SW 05' 58.87w 103+49.21 104+67.47 606672.94 217]621.]5 C15 246.806 SEC 10' 23.12w 104+67.47 107+14.28 606576.05 21]]556.15 CIS 42].45] S32' 53' 04.B4w 107+14.28 111+41.74 606440.15 21]736].91 L17 97.442 S22' 53' 37.73'E 111+41.74 112+39.18 606135.26 21]71]0.78 TRAIL F ALIGNMENT DATA TABLE NUMBER TRAIL E ALIGNMENT DATA TABLE TRAIL ALIGNMENT B DATA TABLE END STATION START NORTHING NUMBER NUMBER LENGTH UNE/CHORD DIRECTION STMT STATION END STATION STMT NORTHING START EASING C17 169.540 N61' 25' S0.61'E 200+06.34 201+75.88 605965.48 2177144.97 L18 77.470 572' 17' 44.851 201+75.88 202+53.35 606037.99 2177138.24 C18 130.636 544' 34' 26.30,E 202+53.35 203+83.99 606014.0.5 2177352.04 Ct9 77.568 S44' 37' 45.54,E 203+83.99 204+61.56 605924.96 2177440.19 LIS 116.133 S7T 24' 23.35E 204+61.56 205+77.69 605871.90 2177492.57 C20 56.750 N71' 27' 55.47'E 205+77.69 206+34.44 605836.79 2177603.27 c21 1109,695. N7T 14' 15.65,E 206+34.44 207+44.14 605853.66 2177653.58 L2o 137.458 SfiC 51' 43.02"E 207+44.14 208+81.59 6058]5.]9 2177]51.28 C22 30.475 $66' 09' 11.24,E 208+81.59 209+12.07 1 605808.86 2177871.35 121 299.197 571' 26' 39.47'E 1 209+12.07 212+11.27 605796.56 2177899.18 TRAIL F ALIGNMENT DATA TABLE NUMBER TRAIL E ALIGNMENT DATA TABLE TRAIL C ALIGNMENT DATA TABLE END STATION START NORTHING NUMBER NUMBER LENGTH UNE/CHORD DIRECTION START STATON END STATION START NORTHING START EASING c23 140.208 S7T 02' 28.58,E 300+00.00 301+40.21 608440.15 217]36].91 c2a 57.124 S4T 17' 29.74'E 301+40.21 301+97.33 BOB399.94 217]499.75 025 120.603 SW 25' 48.72"E 301+97.33 30.5+17.93 606361.31 2177541.61 L22 11.446 NW 55' 36.90'E 303+17.93 303+29.38 1 606312.81 2177647.65 TRAIL F ALIGNMENT DATA TABLE NUMBER TRAIL E ALIGNMENT DATA TABLE TRAIL D ALIGNMENT DATA TABLE END STATION START NORTHING NUMBER NUMBER LENGTH I UNE/CHORD DIRECTION START STATION END STATION STMT NORTHING STMT EASDNO C26 244.445 510' OB' 58.48"E {00+00.00 402+44.45 606576.05 2177556.15 C27 57.979 S65' 28' 09.29'E 402+H.45 403+02.42 606346.10 1 217759].17 l23 147.259 NRB' 58' 37.48"E 403+02.42 404+49.68 506322.82 2177648.19 TRAIL F ALIGNMENT DATA TABLE NUMBER TRAIL E ALIGNMENT DATA TABLE START STATION END STATION START NORTHING NUMBER LENGTH UNE/CHORD DIRECTION START STATION END STATION STMT NORTHING START FASTING C28 29.492 S71' 44' 47.70w 500+00.00 500+29.49 607007.54 1 2177825.59 C29 30.074 S51' 24' 09.22w 500+29.49 500+59.57 606998.44 217779].98 c30 120.}f0 534' 10' 11.37w 500+59.5] 501+79.88 606979.69 21]77]4.49 C31 68.317 S17 33' 16.85w 501+79.88 502+48.19 606881.10 21]7707.5] TRAIL F ALIGNMENT DATA TABLE NUMBER I LENGTH I UNE/CHORO DIRECTION START STATION END STATION START NORTHING START EASING Lea 1547.2211 NBW 38' 14.74"E 600+00.00 605+47.22 606991.07 21]]21].]2 7011 APR 18 AM 9: 49 NUMBER CIRCLE OR PARKING LOT ALIGNMENT DATA TABLE TRAIL G ALIGMENT DATA TABLE NUMBER I NUMBER NUMBER LENGTH UNE/CHORD DIRECTION START STATION END STATION START NORTHING START FASTING C32 263.317 N10' 56' 20.01w 700+00.00 702+63.32 606275.40 2177150.11 C33 313.986 411' 21' 38.43w 702+63.32 705+77.30 606525.97 2177101.68 C34 185.740 NW 57' 26.52,E 705+77.30 ]0]+63.04 606824.65 21]]041.67 C35 37.904 N45' 31' 50.41'E 707+63.04 708+00.95 606933.26 2177175.58 US 46.012 NT 05' 44.70,E 708+00.95 708+48.96 606957.34 2177200.11 7011 APR 18 AM 9: 49 NUMBER CIRCLE OR PARKING LOT ALIGNMENT DATA TABLE TRAIL H ALIGNMENT DATA TABLE NUMBER I NUMBER NUMBER LENGTH LINE/CHORD DIRECTION START STATION END STATION START'NORTHING START EASTING cm 1139.241 1 SW 40' 50.42"E 800+00.00 801+09.24 606933.26 2177175.58 C37 382.]95 816' 41' 18.02,E 801+09.24 804 9 .0 606 5 2177274.78 C38 294.981 S73' 18' 41.98w 804+92.04 807 7.0 6 21]73]9.8] C39 68.809 1 N40' 59' 57.38w 807+87.02 808+55.83 606474.12 21]7146.76 7011 APR 18 AM 9: 49 STORM ALIGN 20 DATA TABLE NUMBER CIRCLE OR PARKING LOT ALIGNMENT DATA TABLE TRAIL I ALIGNMENT DATA TABLE NUMBER I NUMBER LENGTH UNE/CHORD DIflECTON START STATION I ENO START EASING C40 62.046 S70' 27' 49.06'E 900+00.00 9 J 11 177653.97 L2B 137.954 N88' 37' 28.80"E 1 900+62.05 9D2+00.00 606664.88 21]7711.15 STORM ALIGN 20 DATA TABLE NUMBER CIRCLE OR PARKING LOT ALIGNMENT DATA TABLE I UNE/CHORD DIRECTION START STATION NUMBER I LENGTH I UNE/CHORD DIRECTION I START STATION I END STATION START NORTHING START FASTING C42 1314.1591 END STATION S45' GO 00.00"E 10+00.00 13+14.16 1606902.65 2177410.28 C43 314.159 1445' 00' 0O.0O'W 13+14.16 16+28.32 1 606761.43 2177551.70 STORM ALIGN 20 DATA TABLE NUMBER I LENGTH I UNE/CHORD DIRECTION START STATION STORM ALIGN 10 DATA TABLE START NORTIIING START FASTING NUMBER LENGTH UNE/CHORD DIRECTION START STATION END STATION I START NORTHING START FASTING L29 94.017 S88' 10' 21.48w 10+00.00 10+94.02 606860.43 2177210.35 L30 221.639 SET 00' 24.98w 10+94.02 13+15.66 606825.4] 21T/123.07 L31 45.000 S60' 00' 00.00w 13+15.66 13+60.66 fi06714.68 2176931.11 STORM ALIGN 20 DATA TABLE NUMBER I LENGTH I UNE/CHORD DIRECTION START STATION I END STATION START NORTIIING START FASTING L32 1]6.369 531' 12' 30.87w 20+00.00 21+76.39 1,06537.39 21]]4]1.85 STORM ALIGN 30 DATA TABLE NUMBER I LENGTH UNE/CHORD DIRECTION START STATION ENO STATION START NORTHING START EASTING L. 181.499 N 1 40' 00.88,E 30+00.00 31+81.50 605934.51 2177385.67 STORM ALIGN 50 DATA TABLE NUMBER I LENGTH I UNE/CHORD DIRECTION START STATION END STATION START NORTHING STARE EASTINO L34 370.467 S51' 59' 22.14"E 50+00.00 53+]0.47 6D6902.68 21]]492.12 ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 3194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH. 3108,H 40M CONTACT: AARON GWINNUP NYF5� Ll� Q rD_ rv/ V Z r U) ~ U O LL, 3: O U = o a >- Z O QL LL 0L L N� L.L SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SEf ALIGNMENT DATA INFORMATION CONFLUENCE PROJECT NO 15105 G2 $' THICK I 3' WIDE LED O P.C.C. INFILL -- SEE SHEET �0 STRUCTUR - 8 A°i 9: 5 . , C CLE^,. (____ 845 ITY, O r o MNA-6 / AIME \ / ,SEE SHEET CIOFOR /� / CS lol't 57RUCRJREIRE INFO ONE WAY SIGN 18' X 24' (R6-2) STATION: 13+20.21 OFFSET: 3.625' +�+ PROPOSED- RR'- i SESTOE SHEET „ W12; INS��1"""'''''' OBJ THREE -4 OBJ MARK 18" WAY" (R6 /18' ON: 1 ( 27.9 / \ _ _-- - / STATION: 11+27.99 � � 04FSEf: 3.625' RT / S C I N T 0 N S ONE WAY SIGN \ / 18' X 24' (R6-2) —�- _ 1. STATION: 10+68.06 FF8EP-44" RT 3' WIDE CURB CUT WITH FLUME -SEE DETAIL 4/8.1 / u, ucT ._ - (TYP. OF 3) uGf 04T UGT / RE -LOCATE VALVE h HYDRANT R(3 7 i BEHIND NEW CURB \ I / / E / o / BID ALTERNATE — PARKING LOT a 3a 4/15/2017 11:20:46 AM SCALE: 1' 20' e O:\10150111\CAO\Ow90\W\W1O.Erq conFLUEncE LANDSCAPE ARCHITECT CONFLUENCE W03NO 6TREETEE, GUITE 1M CEDAR RAPIDS, A 53401 PH: 3184095401 fm HRGreen CIVIL ENGINEER HR GREEN INC. 0710 EARNART LANE SW PH: 319.41.4000 CONTACT: AARON GWINNUP BID ALT NO 2 CIRCLE DRIVE & PARKING LOT PLAN CONFLUENCE PROJECT NO'. 15100 W10 NY LL ^Q LL (V/ V Z M L) 0 Lu U)o L CJa0 Z c) O Qf LL of W N/ LL SUBMITTAL DATES ISSUED FOR 04-11-T017 BID SET BID ALT NO 2 CIRCLE DRIVE & PARKING LOT PLAN CONFLUENCE PROJECT NO'. 15100 W10 ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE BOO 2ND STREET SE, SUITE 104 CEDAR RAPIDS, W SUM PH: 3194093401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART UNE SW PH: 31SSHA000 CONTACT: AARON GWiNNUP Y ry Q In U) CD Z_ } cn ~ � { U O 3: O U = o a � Z F F- O LL ry Lu ry SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET BID ALT NO 2 CIRCLE DRIVE & PARKING LOT STAKING PLAN CONFLUENCE PROJECT NO: 15IN W11 Tr• ED \ s n 'o. �nn�'�Y 30 Ate 9* 2P 0 'Its QTY CLF" K , 'v' `11 CITY: tW �5 P-502 -------- 161 I `\ E%ISONG PIPE. E%-503 I \ I BID ALTERNATE N0. 2 - CIRCLE DRIVE 1 & PARKING LOT STORM SEWER PLAN SCALE: 1' - 10, I. - ,y PaaNars, 3 5/25/2017 12:49:10 PM 0:\10150111\GAD\DN9e\W\W12 BID ALT NO 2 CIRCLE ORNE & PARKING LOT STORM SEWERAW9 TTOM TEYFN FON 5I0 ALTERNATE ] • Bid Item LIST OF ST011N SEWER INTA%fT AND UTILITY ACCESSES APES Design Length, Slope and Flwllmt en calculated center of structure to center of structure along [l of pip.. location Type or Form toitam Intake/uillity Pipe Cid Des1{n Granular PIaY llnu Pipe Grade Wall line Access No. Dfaeeter Lang h le M 4ckf111 Slope Plan ft' Worthing Eastin{ Standard Road Notes NmWr class T Inlet Outlet SM1eet Noes Plan- Elev. flev. irao To IncMs feet Feat d Elevation Eleva[lon N 5•HS tNN6.la 11AN3.N SN -509 13 Ni.N P -S01 T-901 T-993 Ili IS N i9.K L7T Eli b39.N M13 GNANIILAt SKIN MDEN PAVED MEAT T -SQ N69)l.f) 11ASH.73 SN -SN 141.13 639.N P-503 5-502 T-593 III 15 1N 1'.-M.". ]9.O 6lT G3f0 639.N N33 GNANUIM tAC%F ILL LADEN PAVED "EAS S•Nl NG{A.19 31)1511.2) SW -491, TY -603 6Q./9 63t.N FIELD VENIfY COOIIOIMATET, CONNECTION TO E% -N3 INCIDENTAL EX -S03 I[I 13 VE NI FY Yli E%-593 IT A INCH NCP UPSTREAM, TRANSITIONS TO NOTES: COTTON HELL IS AT LEAST 0.5 FT BELOW COYEST Pl03L INE. FIELD PIT PIPES MO PILL SLAPS TO WATCH fLONLINE. NOTES: All IDES MEASURES [ENTER OF STRUCTUNE TO CENTER OF STRUCTURE (DESIGN COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE Boa zrvO STREET SE. surtE la CEDAR RAPIDS, w serol PH'. 319.409 501 CIVIL ENGINEER HR GREEN INC. anD EARNMr LANE sw PH: 319&1.10000 LuCO NY L.L r�r^ /V/ V Z � � U Cn � O U a °o Z Ur LL W ra"R PRI SUBMITTAL DATES ISSUED FOR OS -24-2017 ADD. 1, 2 A 3 BID ALT NO 2 CIRCLE DRIVE &PARKING LOT STORM SEWER CONFLUENCE PROJECT LlNTN COf1FLUEf10E LANDSCAPE ARCHITECT CONFLUENCE Boa zrvO STREET SE. surtE la CEDAR RAPIDS, w serol PH'. 319.409 501 CIVIL ENGINEER HR GREEN INC. anD EARNMr LANE sw PH: 319&1.10000 LuCO NY L.L r�r^ /V/ V Z � � U Cn � O U a °o Z Ur LL W ra"R PRI SUBMITTAL DATES ISSUED FOR OS -24-2017 ADD. 1, 2 A 3 BID ALT NO 2 CIRCLE DRIVE &PARKING LOT STORM SEWER CONFLUENCE PROJECT BID ALTERNATE k P 2 - CIRCLE DRIVE crnaU CZP%UrD DI AN FILED 2011 APR 18 AN 9: 51 C.iTY CLERK IOWA CITY, IOVIA 4/15/2017 11:20:02 AM 0:\10150111\CAD\Owgs\W\W12 BID ALT NO 2 CIRCLE DRIVE k PARKING LOT STORM SEWER.dwg ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE. SURE 1M CEDAR RAPIDS. IA 52401 PH'. 319A095401 -tBa .. . ME CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH', 919.8414000 CONTACT: AARON GWINNUP 1. SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET BID ALT NO 2 CIRCLE DRIVE & PARKING LOT STORM SEWER CONFLUENCE PROJECT NO: 15IN W12 STORM SEWER FOR BID ALTERNRTE 2 - Old Item LIST OF SIDI SEWER INTAKES AND UTILITY ACCESSES PIPES Design Length, Slope and flowlines are calculated center of structure to center of structure along CL of pipe. Location Type or form Bottu Intake/Utility vipe Bid Desig^ Granular Flaw Lines Pipe No. Grade Well Standard Road Notes LSne Access MD. Class Diameter Len th Len h Backfill Slope Plan Inches Feet Feet [Y X Inlet OVtlef Elevation Elevation Northing Easting Plan. Elev. Flev. Number Fra To Sheet Notes No. 5 -SBI 60f946. 14 21]]443.54 SW -509 646.12 641. Be P -SBI 5-501 5-503 SII 15 90 09.60 10.36 2.TX fi41.23 639.40 W12 GRANULAR BACKFILL UNDER PAVED AREAS 5-503 6069]1.9] 21"5]8.]2 SW -509 644.13 639.08 P-592 S-562 5-503 III 15 100 10].90 29]3 0.4X 639.8/ 639.40 Y32 GRANULAR BACKFILL UNDER PAVED AREAS 5-503 61600).29 21"511.27 SW -402, SW -691 647.40 638.80 FIELD VERIFY COORDINATES, CONNECTION TO EX -503 INCIDENTAL E2-503 ISI 12 VERIFY W12 EK -503 IS 12 INCH RCP UPSTREAM, TRANSITIONS TO NOTFS: BOTTOM WELL IS AT LEAST 9.5 FT BELOW LOWEST FLWLINE. FIELD FIT PIPES AND FILL SUMPS TO IMTCH FLOYLINE. I NOTES: ALL PIPES MEASURED CENTER Of STRUCTURE TO CENTER OF STRUCTURE DESIGN LENGTH) 4/15/2017 11:20:02 AM 0:\10150111\CAD\Owgs\W\W12 BID ALT NO 2 CIRCLE DRIVE k PARKING LOT STORM SEWER.dwg ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE. SURE 1M CEDAR RAPIDS. IA 52401 PH'. 319A095401 -tBa .. . ME CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH', 919.8414000 CONTACT: AARON GWINNUP 1. SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET BID ALT NO 2 CIRCLE DRIVE & PARKING LOT STORM SEWER CONFLUENCE PROJECT NO: 15IN W12 E S C GENERAL NOTES: 1. UGHTINGNSN SHALL IIN ACCORDANCE WIOWA DOT /- STMDAfm SPMFICkPEGFlCATON SECTION 2523, HIGHWAY LIGHTING UNLESS -- — 645 OTHERWISE NOTED. 2,4 2 / 2. LLCHTINC MATERIALS E N RH IOWA DOT `1\ i STANDARD SPECIFlCAPON N 4185�MATERMLS UNLESS /// OTHERWISE NOTED. p / e 3. CONTRACTOR SHALL HI GALA RO NO AND IHUTALIIES, OF ' \\\ ////-'� STRUCTURCONDUIT ES MAID Ep EQUIPMENT. CONTPROPOSED RACTOR ��SIIILVLIIL((IIL��$5BE��RO0ESPONSISLE / TO OBTAIN 0B(*70 ,T0 NE=INGI btC$TTON.I�IFY m / b \��/ 4. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR THE FOLLOWING i p ' \ 2,4 m"'uNmuo� `LLERC:ITY CLER;i - 64` o -- ' b. LUMINAIRES. IOWA CITY, 1 O ` IA C. POLES AND MAST MMS (INCLUDING WIND LOAD CALCUWTIONS AND COLOR CHIPS). d. WIRE AND CABLE. CONNECTORS. 41 T. CONDUIT g. ELECTRIC HMDHOLES. Y / FI G(:IRIf L Ilry SERVICE CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE CONNECTIONS WITH LOCAL ELECTRIC UTILITY COMPANY. 2. INSTABATON SHAH MEET ALL MPUCABLE ELECTRIC UTILITY NEC CODES AND RMUIREMENS. 3. PROWDE AND INSTALL ELECTRIC SEFMCE TO NEW UGHBNG \ SW ALF CONTROLLER INCLUDING METER SOCKET. --- \\ w �5 4. ELECTRIC SERMCE XHHW- CONDUCTORS INHALE BE JACKET CO COPPER. TYPE a \\\ HH ! 0 /' \\ A4F \ %HHW OR %HOW -2 INS INDICA ID ON THE JACKET COLOR (NO COLOR 3 1 3 TIMES). IN CONDUIT AS INDICATED ON THE DRAWINGS. L1 L1 NGHNNG CIRCUITS / I 1. INSTALL UGHBNG CIRCUIT CONDUITS 36 -INCHES BELOW FINISHED GRADE AND PROVIDE 3 -INCH WIDE PLASTIC "ELECTRIC WARNING TME ABOVE ALL CONDUIT AT V-6' BELOW FINISHED GRIDS 2. WIRING INSTALLED IN CONDUIT SHAL BE SINGLE -CONDUCTOR COPPER STRANDED TYPE %HHW- OR XHHW-2: FOR PHASE 3 \ 5A NEUTRAL AND GROUND CONDUCTORS: INTEGRAL JACKET COLOR (NO %`F A ' COLOR TAPES). 3. UNLESS OTHERWISE INDICATED, CONDUIT SHAUL BE CONTINUOUS DOM 2 -INCH SCHEDULE 40 HDPE UL/EN LISTED, SMOOTH WALL INSIOE/OUSIDE BLACK WITH RED STRIPE USE SCHEDULE BO HDPE CONDUIT UNDER PAVING MD/OR DRIVEWAYS. 4. COORDINATE CONDUR ROUTING WITH LANDSCAPE PLANTINGS. DO NOT LOCATE UNDER TREES —GH OH ( /i yY 5. ALL LIGHTING UNITS, HMDHOLES AND LIGHTING CONTROLLERS SHALL. BE CONNECTED TO THE GROUNDING SYSTEM. PUCE GROUND RODS U/ MMUI D EACH UGHTNG POLE D U CONTROLLER: REFER TO / / \ I DRAWING DETAILS. 6. TM AND END -OF -CIRCUIT CONNECTORS SHALL BE MADE WITH RM -40 Y-1 & L-1 CONNECTORS WTH 5 -AMP FUSES INSIDE POLE / SART HANDHOLES. IN -GROUND HANDHOLE SHALL USE TYPE Y-2 CONNECTORS. CONNECTOR MANUFACNRER SHALL BE COOPSR-BUSSMM HETI SERIES WITH RUBBER BOOTS, BREAKAWAY y / / TYPE ALL COPPER CONDUCTOR CONSTRUCTION SET -SCREW CONDUCTOR FASTENING. SUITABLE FOR COPPER CONOUGMRS N T 0 N 5 _ `\ ( / / / INDICATED AND CONSTRUCTED FOR 13/3Y X 1-1/2" FORM FUSES. 7. ALL UGHTING LOADS SHALL BE CONNECTED 209 -VAC •UNE -TO -UNE', B. TOUCH-UP AL PANED SURFACES WITH FACTORY SUPPLIED TOUCH-UP PAM. uc*— -1ci 'Gi 9. HM UNLESS SHALL SE IN INDICATE ROE WITH DOT TYPE U-10.S/Il'PE :T UGi U � 00 MGL II, UNLESS OTHERWISE INDICAE; REFER TO DRAWING DETAIL. AAA 1/ i KEY NOTES: O xY5 I n I / / 4/15/2017 11:20:14 AM 0:\10150111\CAD\Owgs\W\W13 BID ALT NO 2 CIRCLE DRIVE & PARKING LOT ELECTRICALdwg FI DESIGN ELEV O 850.2' AT TOP OF BID ALTERNAW- NO 2 1 CIRCLE DRIVE & PARKING LOT SCA -E:' I' - 20' LEGEND: --- UNDERGROUND CONDUIT WND PULL BOX, FLU H ploo— 8 UGHTNG DO NiR CAB O KEY NOTE c c UTILITY POLE - '- i 0 --fl POLE ucHr I EXISTING U11LRY POLE: LOCATION FOR NEW 200 -MP, 120/208 -VAC, 3-PHASE, 4 -WIRE ELECTRIC SERVICE. 2 NEW LIGHRNO CONTROLLER: REFER TO DMCRPTON AND DUAL ON SHEET WI4, NEW URIITY METER SOCKET FURNISHED AND INSTALLED BY ELECRtICAL CONTRACTOR. LOCATED ON EXTERIOR S1DE OF CONTROLIER CABINET. 3 NEW BURIED B IRI DF ELECTRIC SERMCE 4-/3/0, 2 -INCH CONDUIT. AT CONTROLLER CABINET EXPOSED CONDUT SHALL BE GALVMIZED RIGID STEEL (GRS) WITH 36 -INCH GRS ELBOW BELOW GROUND. AT POLE BASE SNB -UP USE 36 -INCH GAS EUBOW TO 6 -INCH ABOVE GRADE STRAIGHT CONDUIT SECTIONS SHALL BE SCHEDULE 40 PVC. AT POLE HOSE COIL ADEQUATE SERMCE CABLE CONDUCTORS TO REACH TOP OF UTUII' POLE WITH B'-0" EXTRA TAILS FOR FINAL CONNECTIONS BY UIILffY COMPANY'. 4 NEW I IGMINC CONINO 1 GR IB -0 rt CONDUITS (8) -2 -INCH BORED GRS CONDUITS SNB -OUT 36 -INCHES FROM CONTROLLER BASE, CARPED FOR FUTURE USE: FOUR (4) CONDUR S1UB-OUS ON EACH SIDE. ConFLUEME LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE. SUITE 104 CEDAR RAPIDS, IA 52401 PH: 319409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EMHART LANE GW PH: 319.8410010 CONTACT AARON GWINNUP SUBMITTAL DATES ISSUED FOR 04-�e-zon BID SET WlUl— BID ALT NO 2 CIRCLE DRIVE & PARKING LOT ELECTRICAL CONFLUENCE PROJECT NO: 151N W13 ^Y a'^_ VJ V Z � U LLI 3: NO W O LL U = o � a � � �Z LL LL \W\ LL SUBMITTAL DATES ISSUED FOR 04-�e-zon BID SET WlUl— BID ALT NO 2 CIRCLE DRIVE & PARKING LOT ELECTRICAL CONFLUENCE PROJECT NO: 151N W13 1. GENERAL TIE LIGHTING CONTROL CABINET SHALL BE A THREE PHASE, 4 WIRE WEATHERPROOF CABINET. AND SHALL COWAN CIRCUIT BREAKERS, UGHTNG CONTACTOR, METER SOCKET, PHOTOELECTRIC CONTROL (PHOTOCELL). KEY SWITCH, TMER, POWER DISTRIBUTION BLOCKS, AND NEUTRAL/GROUND BONDING BAR. TIE CABINET SHAT BE DEAD FROM THE CABINET AND ITS CONTENTS SHALL COMPLY WITH TIE REQUIREMENTS OF THE UNDERWRITERS LABOMTORY INC. (UL) STANDARDS UL -500 MD UL -SOBA THE ENCLOSURE SHALL HAVE A NEIN 3R RATING. 2. CABINET ENCLOSURE THE UGHTNG SERMCE CABINET SHALL BE CONSTRUCTED FROM A MINIMUM 1/8' TUCK ALUMINUM CONFORMING TO THE REQUIREMENTS OF ASM B 209 FOR 5052-1132 ALUMINUM SHEET. ME CABINET SHALL HAVE TWO COMPARTMENTS. 111E RIGHT COMPARTMENT SHALL PROVIDE SPACE FOR 111E UGHNNG SEANCE PANEL AND THE PHOTOELECTRIC CONTROL CIRCUIT. THE CABINET SHALL HAVE AN ENCLOSED LEFT COMPARTMENT TO PROMDE SPACE FOR SPLICING TIE SEANCE ENTRANCE CONWCTORS TO THE METER AND TO THE ROADWAY LIGHTS AWN CIRCUIT BREAKER THE CABINET SHALL HAVE A WCAMERWNT HINGED WOR OPENING TO 111E RIGHT (RIGHTHANDED DOOR). THE WOR SHA-- SEE HALLSE EQUIPPED WITH A THREE-POINT LOCKING MECHANISM THAT OPERATES FROM A SINGLE EAST -TURNING HANDLE THE CABINET WOR SHNl LOCK WITH A STANDARD MUCE LOCK AND KEY. (4 KEYS SHALL BE FURNISHED). THE DOOR SHALL HAVE LOUVERED VETS WITH SCREENING OR PERFORM METAL THE HINGES, HINGE PINS, LOCKS MID LOCK COVERS SHALL BE OF STAINLESS STEEL OR OTHER NON -CORRODING MATERIA. HINGES MAY BE WEWED ON OR FASTENED WITH STANLESS STEEL TAMPERPROOF BOLTS. TWO CIRCUIhR WINDOWS SHALL BE AT ME RIGHT UPPER BACK CORNER OF ME CABINET FOR ME PHOTOCELL. ONE WINDOW SHAEL BE ON ME BACK CABINET WALL. ME WINDOW SHAL HAVE A DIAMETER OF 3-1/2'. ME WINDOWS SHALL BE OF 1/8' TRICK CLEAR POLYCARBOMTE AND BE INSTALLED IN A MANNER THAT DOES HOT SACRIFICE ME WEATHER -TIGHTNESS OR ME SECURITY OF ME CABINET. ME CABINET TOP SHALL BE CROWNED OR SLANTED TO ME REAR TO PREVENT STANDING WATER, AND SHALL PROVIDE A 2' OVERHANG. ME LIFTING EARS SHALL HAVE A UFTING CAPACITY EQUAL W ME WEIGHT OF ME COMPLETELY WIRED CABINET PLUS 25 PERCENT, A 500 Abe. CAPACITY MINIMUM. ME EXTERIOR SEWS FOR CABINET AND DOORS SHALL BE CONTINUOUSLY WELDED OR SEALED WITH SILICON SEALANT. NLL EXTERIOR WELDS SHALL BE GROUND SMOOTH. ALL SHARP EDGES SHAH BE FILED, ANCHOR BOLTS SHALL, BE PROVIDED FOR PAD MOUNTING. A SCUD BUTYL RUBBER CASKET SHALL BE PREMED) FOR BETWEEN ME PAD AND ME CABINET. MPROYED MMFACNRERS: STATES ELECTRIC MFG, CO. OF MINNEAPJNS. MN AMP MANUFACTURING & SUPPLY INC OF MINN IIS MN MIBANK MANUFACTURING, KANSAS COY, MO. 3. ELMTRIGLL EQUIPMENT AND WIRING A SELF-CONTAINED NEVER SOCKET. CONFORMING TO UTTTY REQUIREMENTS SHALL BE MOUNTED TO ME )FFP CABINET WALL FACING M ME LEFT. EXPOSED SERVICE CONDUIT SHALL BE CONCEALED IN CONDUIT CHASE. FOR UNMETERED FEED PONTS, A METER JUMPER SHALL BE FURNISHED AND INSTALLM BY TIE CONTRACNN. ME UGMING SERVICE CABINET SHALL RAVE CIRCUIT BREAKERS, AND LIGHTING CONTACTORS AS INDICATED ON ME DRAWING SCHEMATICS AND SCHEDULES. ME CIRCUIT BREAKERS SHAL BE THERMAL -MAGNETIC TWE, SQUARE D. CUTLER HAMMER OR GENERAL ELECTRIC. EACH BRANCH CIRCUIT BREAKER SHALL BE BELIED ONTO A COPPER WS. ME MAN SEANCE ENTRANCE CIRCUIT BREAKERS SHAL BE UL LISTED FOR SUCH USE. NON -CONTACTOR CONTROLLED BRANCH CIRCUIT BREAKERS SHALL BE PROVIDED AS INDICATED ON TIE DRAWINGS. ME BRANCH CIRCUIT BREAKERS SHALL BE SIZED M ACCOMMODATE A NO. 4 AWG WIRE WITHOUT SPURTING. AIL LIGHTING CONTACTORS SHALL BE 3 -POE. NORMALY OPEN. BECTRICALLY HELD, AND SHAL BE RATED FOR TUNGSTEN FILAMENT AND BAUUS LAMING LOADS. ME UGHTING CONTACTORS CONTACT SHALL BE RATED FOR 20BVAC. AIN. ME LOWNG CONTACTORS COIL SHALL BE RATED FOR 120VAC. ME CONTROL COIL SHALL BE ACTUATED BY A PHOTOCELL AND PROTECTED BY A 15 AMP CIRCUIT BREAKER ON ME UNE S10E OF ME PHOTOCELL AND KEY SWTCH. ME UJHTNG CONTACTORS SHALL BE ALLEN BRADLEY MORE. CURER HARMER CN35. OR SQUARE D TWE S. CLASS 8903. ME MAIN BREAKERS, LIGHTING CONTACTOR, AND BRANCH CIRCUIT BREMKERS SHAT BE MOUNTED ON A REMOVABLE PANEL A SEPARATE DEM FROM SHALL COVER ME PANEL AMD SHA- BE HINGED ON ONE SIDE AND HED IN PEACE WITH WICK REFASE CAPTIVE FASTENERS. MAN CIRCUIT BREAKERS SHALL BE SERVICE ENTRANCE RATED. PLL NEUTRAL/GROUND BONDING BARS, BUS GABS AND ELECTRICAL CONDUCTORS SHALL BE COPPER. AUL TERMINAJS SHALL BE UL LISTED FOR COPPER AND ALUMINUM WIRES. AL WIRING INSIDE ME CABINET SHALL BE SUFFICIENT LENGTH TO ALLOW FOR CONTACTROL 4/15/2017 11:20:26 AM 0:\10150111\CAD\Dwga\W\W14 BID ALT NO 2 DETAILS AND SCHEDULESAwg SURGE PROTECTION DEMCE (SPD) SHALL BE DESIGNED. MANUFACTURED AND TESTING IN ACCORDANCE WITH ANSI/UL 1449, LATEST OWN. SPO MANUFACTURERS: SQUARE D, CUTLER HAMMER. OR GENERAL ELECTRIC. CATEGORY C - 3W NA PER PHASE AND 150 NA PER MODE USING THERMALY PROTECTED MOMS. LOCATED ON LOAD SIDE OF MAN CIRCUIT BREAKER. INTEGRAL MONITORING FEATURES: 1) PROTECTION STATUS INDCATORS, 2) REMOTE STATUS MONITOR CONTACT, 3) AUDIBLE AMM ! SILENCE BUTTON. AND 4) SURGE COUNTER. LOCATE DISPLAY ON INTERIOR DOOR PANEL GROUND FAULT DUPE RECEPTACLE: EXTRA HEAVY DULY GRACE. 125 -VAC, 201 MANUFACTURER: HUBBELL GM5262 GYTR: PASS MD SEYMOUR OR LEMON. LOCATE ON INTERIOR DOOR PANEL 4. PHOTOELECTRIC CONTROL A PHOTOELECTRIC CONTROL MOUNTNG RECEPTACLE (ED/NEMA STMDARD J -TERMINAL TWIST -LOCK TWE), SHALL BE MOUNTED WITHIN AHE CABINET NEM 111E POLYCARBONATE WINDOW. ME WIRES M 111E PHOTOFLECRIC CONTROL MOUNTING RECEPTACLE SHALL BE SINGLE CONDUCTOR NO. 14 AWG. STRANDED COPPER CONDUCTORS. TIE PHOTOELECTRIC CONTROL SHALL BE OF A SOLID STATE CRYSTAL SENSING TYPE WITH AN INVERTED TURN -ON / TARN -OFF DESIGN THE PHOTOELECTRIC CONTROL DEVICE SHALL HAVE A 'NTN ON' LEVEL OF 32 LUX AT THE APPROPRIATE VOLTAGE THE TURN OFT' LEVEL OF TIE CONTROL DEVICE SHALL BE 60% OF THE TURN -ON VALUE. THE ELECTRONIC TIME SWITCH SHALL BE A PROGRAMMABLE MUD STATE DIGITAL ELECTRONIC TWE CAPABLE OF CONTROLLING 2 CIRCUITS INDEPENDENTLY FROM A CENTRAL LOCATION. A MAI CONTROL SHAH BE PROVIDED FOR EACH CIRCUIT M ENABLE SWITCHING EITHER CIRCUIT 'ON' OR 'OFF. ME TIME SIMPER SHAH PROVIDE FOR NLL YEAR CONTROL AND PROVIDE ME CAPABILITY OF BEING PROGRAMMED FOR HOUDAYS BY MONTH AND DATE ASSIGNMENT. A TOTAL OF 320 SE POINTS SHAT BE PROVIDED AND SHALL BE ASSIGNABLE IN ANY COMBNATION TO ON TIMES. OFF TMES, MYUGHT SAVING TIME BATES AND HOLIDAYS. A MUD STATE CIRCUIT SHALL PROTECT PROGRAM AND TIME OF BAY DATA FOR A MINIMUM OF 24 HOURS. ME TIME SWITCH IS M BE POWERED BY A 120 VAC. -60 RX SOURCE. SWITCH CONFIGURATION TO BE SPOT FOR EACH CIRCUIT WITH A RATING OF 15A UL LISTED. ME TIME SWITCH SHAU_ BE AN INTERMATIC INC., MODEL ET70215C. ME KEY SWITCH SHALL BE MOUNTED ON ME CONTROL STATION ACCESS WOR. ME SWITCH SHALL BE KEY OPERATED FROM ME EXTERIOR OF ME CABINET. PROVIDE A MINIMUM OF (4) KEYS. HEAVY DUTY SELECTOR SCORCH. 3 POSITION MANTNNED-KEY OPERATE): SQUARE D TWE K. CLASS 9001, ALEN BRADIEY BOOT SERIES OR CUTLER HAMMER 10250T SERIES. . e' HOT -BP -\\TIIJII I b C m W`N m AROHOR BOWE E WAW DES k �.. NUTS. TMGLL 4. Rom W/DRP --T—cnl AMC. 1' CONGER 10'-0' MN SPACING .1A ••AICs l:: Ail i• AIA .IIL••Allo• l:: Ail • A•:1•A PEC. WINDOW 3-1/2' BA OO AT�MYS) �':WA RpGIO SIFFL TORHWE CONCUR ! CABLE FROM � OTLTY SpMCE POINT. SEE FRBILNEW RUNS SIDE NEVI LILA •All'• Li a i:l•A wo DLY 8503 (4)-1/Ci J/0, 2' CBIWR m 120/29BW N. 4W UILBY SI 42 W i Mi i L L U F TI SOA uA $Ei�i(.ri 42B2..iCT MW. IS•S��[dalli[EIr;•;i I I:id��!:7RI511 a„:I eA e M LI un ucHTSrs 0� !N B TRW HTS IRAs ucros e AES ew e aN e —�H FlTIIF 90Y CONSTPM 5 LO0D5 �—e flE17ipOM I N 1 IN —r-n 2aA 4T -.--e �M 20A��L e •;--tee o �x I ~-LB ! W fd FVNPaiTO •I.-ate N I I 41' e r e m H {m I f e e Ma N 20A I 1-�e ev ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE. SUITE 104 CEDAR RAPIDS, IA U401 PH. 3194085401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARRART LANE SW PH: 319,Ml AM CONTACT: AARON GWINNUP CONTROL ANCHOR BOLTS O I) 3/4' CHAFER CABINET ALL EDGES K�1Q a- rY�/ V3 BLV 850.2 �•I4.OGO Z � 0-j4 ^l7 Vl U O LLI 3: PSI CONCRETE g+BS" a O 28 DAYS yo r 1 LL 10-f4 DOWELS LL -.,-`ti' W/4 LEGS LL SUBMITTAL DATES /5 O 12' EW T&B 12-/4 TBS EO (3' FRONT FROM ThB) B. EVATION .IIL••Allo• l:: Ail • A•:1•A PEC. WINDOW 3-1/2' BA OO AT�MYS) �':WA RpGIO SIFFL TORHWE CONCUR ! CABLE FROM � OTLTY SpMCE POINT. SEE FRBILNEW RUNS SIDE NEVI LILA •All'• Li a i:l•A wo DLY 8503 (4)-1/Ci J/0, 2' CBIWR m 120/29BW N. 4W UILBY SI 42 W i Mi i L L U F TI SOA uA $Ei�i(.ri 42B2..iCT MW. IS•S��[dalli[EIr;•;i I I:id��!:7RI511 a„:I eA e M LI un ucHTSrs 0� !N B TRW HTS IRAs ucros e AES ew e aN e —�H FlTIIF 90Y CONSTPM 5 LO0D5 �—e flE17ipOM I N 1 IN —r-n 2aA 4T -.--e �M 20A��L e •;--tee o �x I ~-LB ! W fd FVNPaiTO •I.-ate N I I 41' e r e m H {m I f e e Ma N 20A I 1-�e ev ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE. SUITE 104 CEDAR RAPIDS, IA U401 PH. 3194085401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARRART LANE SW PH: 319,Ml AM CONTACT: AARON GWINNUP BID ALT NO 2 DETAILS AND SCHEDULES ELECTRICAL CONFLUENCEPROJEOTNO: 151M W14 N� L.L K�1Q a- rY�/ V3 Z � U ^l7 Vl U O LLI 3: O a LU r yo r Z LL LL \L\CI LL SUBMITTAL DATES ISSUED FOR 04-ie-zan BID ALT NO 2 DETAILS AND SCHEDULES ELECTRICAL CONFLUENCEPROJEOTNO: 151M W14 ELECTRICAL MATERIALS: 1. CONDUIT: o ELECTRIC SERVICE EXPOSED CONDOR AND ELBOWS: W VANIZED RIGID STEEL (GPS) WITH THREADED FITTINGS. INSULATED BUSHINGS AT MERE SOCKET AND CONTROLLER CABINET CONNECTION. D. LIGHTING CIRCUIT CONDUITS: ETL/UL LISTED, HOPE CONTINUOUS CONDUIT, BLACK WITH RED STRIPE SCHEDULE W IN GRASS MEAS AND SCHMLE 80 UNOM PAVING MD DRIVEWAYS. 2. WIRE A Q•11" UL USIEO, STRANDED COPPER, XHHW AND XHHW-2 INSULATION, INTEGRAL JACKET COLOR FOR ALL SIZES (NO COLOR TARES). 3. [IGNITING / L1.IGE C [ifNG CO@ LLERNG,C/[�}NG CO LIE : REFER TO OESCRIPTON AND SCHEMATC ON DRAWINGS. 4. LUMINAIRES: PHIUM ROADSTM AS USSO. NO SUBSTITUTES. 5. IGIR PO FR & ON REIF M HOR EASE REFER TO POLE DETAIL ON DRAWNGS. 6. COOPER-BUSSMAN NO SERIES WITH RUBBER BOOTS, BREAKAWAY TWE ALL COPPER CONDUCTOR CONSTRUCTION SET -SCREW CONDUCTOR FASTENING, SUFABLE FOR COPPER CONDUCTORS. 7. FIECTRIC HANDHOL, OUAZFE POLYMER -CONCRETE. MARKED 'ELECTRIC - UGHTING", TIER 22 RATED WITH EXTRA HEAVY DUTY COVERS. REFER TO DETAIL ON DRAWINGS. MARKED 'UGHTING' STAINLESS I HARDWARE IS 3/4' TO EXTEND )X. UGHTNG HMDHO E NOTES 1. BOX & UD: CONTRACTOR FURNISHED/CONTRACTOR INSTALLED 2. GRAVEL BASE & GEOTEX FABRIC: CONTRACTOR RURNISHED/CONTRACTOR INSTALLED 2 HMDHOLE DETAIL SCALE: NONE a 5 4/15/2017 11:20:10 AM 0:\10150111\GAD\Dw,\W\W15 BID ALT NO 2 DETAILS MI SCHEDULES.dwg LIGHT FIXTURE SCHEDULE FIXTURE NO.6 TYPE VOLTS MOUNTING REMARKS TOTAL WATiS TYPE OF LAMPS AC METHOD LL PER FIXTURE PHILLIPS LUMINAIRE: GPLANBCL53ONWIGPIR3MNNVIDMGINO TYPE 'Ll 64 LED 208 GRADE LEVEL PESGCKETIGY3 105 WATTS � BASE U Ur PHILLIPS POLE: AT IM2SFOOTITAPERED ROUND ALUMINUMORU55 ARM WITENONINATURAL FINISH Il L U = o SAME AS TYPE L1 EXCEPT FOR TYPE IV DISTRIBUTION TYPE •U- 64 LED 208 GRADE LEVEL Z 105 WATTS L)O BASE BOLE 1. POLES AND TRUSS MMS SHALL BE ALUMINUM ACCORDING TO DOT SECTION 4185 HIGHWAY LIGHTING MATERIALS. POLE MM SHAD- BE TWE B ACCORDING TO SECTION 4185. 2. THE DETAILED DESIGN MO FABRICATION OF THE POLE SHAFT, MMS. TENONS AND ATTTACHMENTS SHALL BE ACCORDING TO AASHTO 'STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES. AND TRAFFIC SIGNALS' CURRENT AT THE TIME OF CONSTRUCTION. LIGHT POLES SWNL BE DESIGNED FOR A 90 MPH WIND VELOCITY AND MINIMUM DESIGN LIFE OF 50 YEARS, POLES WITH MMS SHALL BE DESIGNED MD MANUFACTURED TO WIIHSTMD LOADING IMPOSED BY THE ARM MD LUMINAIRE. THE POLE SHALL HAVE A MINIMUM WNL THICKNESS THAT SATISFIES ALL DESIGN LOAD REOUIREMENS. 30" RISE M.-0. MOUNTING HEIGHT 5/8' X 10' COPPER CLAD GROUND ROD WITH /6 TIME COPPER WIRE IN 3/4- SCH 80 PVC THROUGH FOUNDATION, BOND GROUND WIRE TO GIRDLING ROD WITH TOP—CM CADWELO CONNECTION. GROUNDING SHALL BE INCIDENTAL TO LIGHT POLE FOUNDATION. FIL 17 APR 13 CITY C 1010, A C I COf1FLUEME IANDSCAPE ARCHITECT CONFLUENCE 9002ND STREETGE, SUITE IN DCEDAR RAPIDS IA 52401 PH: 319.4095101 0V I L LENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319011 AND TYPICAL TALL LIGHT POLE 1 INSTALLATION DETAIL SCALE: NONE BID ALT NO 2 DETAILS AND SCHEDULES ELECTRICAL CONFLUENCE PROJECT NO: 15100 W15 `-TRUSS ARM WITH LL 2" O.D. TENON Q^ LL �VTJ� V Z � � U Ur O LU U = o a Z L)O LL LL Lu PROVIDE ROLE WIRING > ACCORDING TO U-141 WIRING DIAGRAM. PROVIDE SLACK CONDUCTOR TO EXSND 18' FROM HANDHOLE. J24- TRAIL OR BACK MIN. OF CURB SUBMITTAL DATES Z ISSUED FGR CONDUIT TO HANOHOLE OR NEXT POLE FOUNDATION. SEE PLAN SHEETS FOR DUANTITY OF CONDUITS AT EACH LOCATION. UGHT POLE FOOTING TWE A BID $ET 24' MIN ACCORDING TO AIWA GOT U-201 TYPICAL TALL LIGHT POLE 1 INSTALLATION DETAIL SCALE: NONE BID ALT NO 2 DETAILS AND SCHEDULES ELECTRICAL CONFLUENCE PROJECT NO: 15100 W15 660 655 650 645 640 TRAIL H PLAN 1 STA 800+00 TO STA 805+00 SCAlE: 1' _ 20' G i M' 635 1111. 1111. 1111 .............. _........ ........._._ ....._._ .._........ ......._...... _. _.......... ..._._... ......... .. ........._......_. _......_ .............. 1111... _,1111. ........._... ............. ............. .................................................... ........... .. ._ ... ........... ... _...,..... ...__,..... _1111_._..._ ,1111._ .._......... _ ............ -. ................. _.........._............... _._........... _ .. _ .. .......... .....1111 ......._....... ... 660 111_1 ............. ...._._..._. ._._......... ............ ....__._.. _ ._........... _. _, .._........ ....._..._ _........................... .. .__. 11_1_1 1111. ._..67;2 .�.. _.. _... _.. ........._..... _. 1111 ........... 1111.. _........ ......... _1111.. _. _......_._.... 1111.. _.. ........__. _. ......._.... 1111......... ... .1..111...... ..._....... ................. _.......... ................ _.......... ............ .. 1111 _.. ............ ......... ... ... . . ........ ....._...... .._.... 1111 630 . _.. ... ... 1_111.., GH -POINT -E --.646:8..._ .... . 1111 1111._ _........ 1111.. 1111.. ..0 .. 4N .M _ ... .,..... ... 1111. 1111.. 1111.. .. ._ .._.... ... 1111. ... _. 1111 .. 1111. 1 111 .. 1111.. . .. __. 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Li - ............. ............ 1111 ........ _. _.. ......., m m __....... 1111. .. _. 804+80 _. 625 799+80 800+20 800+40 800+80 800+80 801+20 801+40 801+80 801+80 802+20 802+40 802+60 802+80 803+20 803+40 803+60 803+808804+20625 804+40 804+60 7 9 799+60 800+00 801+00 802+00 803+00 804+00 805+00 4/15/2017 11:2040 AM 0:\10150111\CAD\Dw9s\W\W16.Ewg TRAIL H PROFILE 2 STA 800+00 TO STA 805+00 0 z0• 0 5• SULE: 1' 20'emomimmilillE=500101 ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE NO 2ND STREET SE, SUITE 106 CEDAR RAPIDS, IA 52401 PH: 319409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 318.5114000 CONTACT: AARON G W INNUP Y Q d 0 _Z U5 U rn U) O U = o � a � Z O1y LL L�L/ LL. \W -/ SUBMITTAL DATES ISSUED FOR 04-16-2017 BID SET BID ALT NO 2 TRAIL H PLAN & PROFILE CONFLUENCE PRWECT NO: 15108 W16 65 64 64 63 63' 625 80 4/15/2017 11:20:06 AM 0:\10150111\CAD\Dwgs\W\W17.dwg TRAIL H PLAN 1 STA 805+00 TO STA 808+60 t 0 20• =GALE: 1• - 20• 0 0 2 9 655 650 645 640 635 630 805+20 805+40 805+60 605+80 808+20 808+40 808+60 806+60 807+20 807+40 807+60 807+80 808+20 808+40 625 5+00 806+00 807+00 808+00 808+60 TRAIL H PROFILE 2 STA 805+00 TO STA 808+60 0 20• 0 Y sf : 1' - 20' 1--20'NORm r-6'wn. ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319 409 $401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH'. 319.2414000 CONTACT: AARON GNANNUP Y LJN � ILLQ (Cf) \J Z } VJ � ` U O U =LL � a. 0 Z C)O LL D' Lu -id SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET BID ALT NO 2 TRAIL H PLAN & PROFILE CONFLUENCE PROJECT NO: 15IN W17 .. ...... ...... ...... .......... ....... ....._. ._ ._..__ ..._... ... _......... .....o p.. ................. ..........._.... ...._.. a 1L... 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PROPO;ED ....... . ............... 5 ........... .. ................... ....... ......... .. ........_ ...._._...._.... _. _......._ .. _....... ...._.. .... ........... .... ...._.._.. ....._..... ...._..... ......_...... ........... ................. _.... _......... .. ....... .... _..... ... _...._ ............. ....._...... ........_... ........... ..... ......... .... ............ ...._. ..... ...... ........._.... ............ ............_... ._......._... . ................... .._........._._......... __..... .... ._....._... ...._......._. ...._........._. _... ........ ...... _....... ....._...... ... ....... .... .. ....... ......_..,. .._...._... 7 ..... __... .. .... ........ ... ..... ..... ...... ........ _. _.YY �......1 m _.._ ............ _ .......1 ........ ...... ...... _._ ...._.... ......< m ... ..Y ... ..�... 1 ... .. ...m .... ... ... .... .... ... .... ...._ ...... ..... ......... ... 655 650 645 640 635 630 805+20 805+40 805+60 605+80 808+20 808+40 808+60 806+60 807+20 807+40 807+60 807+80 808+20 808+40 625 5+00 806+00 807+00 808+00 808+60 TRAIL H PROFILE 2 STA 805+00 TO STA 808+60 0 20• 0 Y sf : 1' - 20' 1--20'NORm r-6'wn. ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319 409 $401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH'. 319.2414000 CONTACT: AARON GNANNUP Y LJN � ILLQ (Cf) \J Z } VJ � ` U O U =LL � a. 0 Z C)O LL D' Lu -id SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET BID ALT NO 2 TRAIL H PLAN & PROFILE CONFLUENCE PROJECT NO: 15IN W17 BID ALTERNATE TRAIL H STAKING PLAN ® D p• N�4 4/15/2017 11:20:45 AM SCALE, 1- a 20' 0:\101501 1 1\CM\Dwgs\W\W1 B.awq NOTES 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREETSE, SUITE ID4 CEDAR RAPIDS, IA 52401 PH: 319.4095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARMRT I -ME SW PH'. 319.841.4000 CONTACT: AARON GWNNUP TRAIL H STAKING TABLE POINT NUMBER STATIONING OFFSET ELEVATIONI DESCRIPTION 881 800'8.115 10 644.3 END TRAIL G, BEGIWTRAIL H 802 801+09.24 10 W 5 END 130' RADIUS 803 805+75.01 140 N/A RAIU INT 30' 8&1 801+52.63 0 696G 5' U 805 802+05.56 -30.45 64].1] EN 7 ' 8% 801+52.63 -75 N/A RADIUS POINT 75- 807 802+13.68 -25.41 647.2 EWE OF TRAIL 808 802+11.83 -22.2 647.15 BEGAN is RAD 809892+24.44 0 646.83 1 ' 810 002+24.41 -15 H/A RADIUS POINT, 15' 811 I 804+05.11 1 IB 646.2 END 360' 812 802+65.22 360 N/A 913 914 804+05.11 005+15.38 B -54.14 646.35 645.9 N I 1 til 2 815 809+05.11 -275 N/A RADIUS MTV 275' B36 809+22.01 -67.31 MS. Be BEGIN 25' RADIUS 817 805+17.77 -101.88 645184 END 2S' RADIUS 010 805+08.73 -81.85 N/A RADIUS POINT 25' 819 805+57.21 -53.05 645.7 BEGIN M' RADIUS 1120 805+21.18 -48.02 645.9 END 30' RADIUS 821 905+40.98 -31.86 N/A RADIUS POINT, 25' 822 804+85.75 -11.2 646.09 END 285' RADIUS 823 804+88.72 0 646.12 END 6' RADIUS 824 804+88.64 -6 N/A RADIUS POINT 6' 825 805+117.23 0 645.85 END 140' RADIUS 926 805+91.53 -19.9 645.58 END IB' RADIUS 827 805+87.23 -10 N/A RADIUS POINT 111' 828 806+71.00 -19.8 645.37 BEGIN 18' RADIUS 829 006+75.30 B 645.61 END 111' RADIUS 830 806+75.311 -10 N/A RADIUS MINT, 19' 931 897+71.28 10 645.76 ENO TRAIL N BEGIN TRAIL 6 832 806+75.30 10 645.76 EWE OF TRAIL 833 806+31.26 10 fi45.76 EWE OF TRAIL 834 805+87.23 10 6 5.] EWE OF TRAIL 835 889+92.00 10 645.96 BEGIN 130' RADIUS 836 909+92.04I RADIUS POINT 130' NOTES 1. SEE G SHEETS FOR TRAIL ALIGNMENT INFO. 2. RADIUS POINTS ME FOR CURVES NOT DIRECTLY ON REFERENCE ALIGNMENT. ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREETSE, SUITE ID4 CEDAR RAPIDS, IA 52401 PH: 319.4095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARMRT I -ME SW PH'. 319.841.4000 CONTACT: AARON GWNNUP SUBMITTAL DATES ISSUED FOR 04-18-7017 BID SET BID ALT NO 2 TRAIL H STAKING PLAN CONFLUENCE PROJECT NO: 15109 W18 NY L.L ^Q^ n /v! V } /Z ~ vJ � � U < O O = o a F- Z 0 O C) LL LLI SUBMITTAL DATES ISSUED FOR 04-18-7017 BID SET BID ALT NO 2 TRAIL H STAKING PLAN CONFLUENCE PROJECT NO: 15109 W18 IDWA CITY. 101%, NOT TOO TALL VAUFLOWER SEED MIX INSTALL PER UNITED SEED INC. STANDARD SPECIFICATIONS. NO MOW IAWN MIXTURE, INSTALL PER PRAIRIE NURSERY'S STANDARD SPECIFICATIONS. PLANTING NOTES: L SEED ALL AREAS WTIIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTIERVASE NOTED. 2. PIANTOVANTTIES ARE FOR INFORMATION ONLY', DRAWING SHALL PREVAIL IF CONFLICTCCCURS. 3. STAKEORPIACEALLPLANTSINFIELDM CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR APPROVAL OF STAKING PRIOR TO EXCAVATING PLANTING PITS. 4. CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3', 5. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 200-1992. OR MOST RECENT EDITION. B. THE CONTRACTOR SHALL REPORT PROBLEMS TO THE LANDSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS. PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS NATHIN 21 DAYS FOLLOWNG THEAWARDOFCONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 0. SUBSTITUTIONS SHALL ONLY BE ALLOWED MEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF ALL SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIM OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 9. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES,VJ HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATEDONTHEPLANTUIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS. 10 w SCALE:1"=50' I I I I (]� I I LANDSCAPE PLAN -ALTERNATE #2 CIRCLE DRIVE &PARKING LOT o' 25' 50' 100' ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET BE, SUITE 104 CEDAR RAPIDS, IA 52401 PH: 318A085401 HRGreen CIVIL ENGINEER HR GREEN INC 0710 EARHART LANE SW CEDAR RAPIDS. W 52404 PH: 319841,4000 CONTACT: AARON GWINNUP I.A.. CL 'V/ v :7.�37fr.T.��7TfJf7� Z IDWA CITY. 101%, NOT TOO TALL VAUFLOWER SEED MIX INSTALL PER UNITED SEED INC. STANDARD SPECIFICATIONS. NO MOW IAWN MIXTURE, INSTALL PER PRAIRIE NURSERY'S STANDARD SPECIFICATIONS. PLANTING NOTES: L SEED ALL AREAS WTIIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTIERVASE NOTED. 2. PIANTOVANTTIES ARE FOR INFORMATION ONLY', DRAWING SHALL PREVAIL IF CONFLICTCCCURS. 3. STAKEORPIACEALLPLANTSINFIELDM CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR APPROVAL OF STAKING PRIOR TO EXCAVATING PLANTING PITS. 4. CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3', 5. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 200-1992. OR MOST RECENT EDITION. B. THE CONTRACTOR SHALL REPORT PROBLEMS TO THE LANDSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS. PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS NATHIN 21 DAYS FOLLOWNG THEAWARDOFCONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 0. SUBSTITUTIONS SHALL ONLY BE ALLOWED MEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF ALL SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIM OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 9. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES,VJ HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATEDONTHEPLANTUIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS. 10 w SCALE:1"=50' I I I I (]� I I LANDSCAPE PLAN -ALTERNATE #2 CIRCLE DRIVE &PARKING LOT o' 25' 50' 100' ConFLUEncE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET BE, SUITE 104 CEDAR RAPIDS, IA 52401 PH: 318A085401 HRGreen CIVIL ENGINEER HR GREEN INC 0710 EARHART LANE SW CEDAR RAPIDS. W 52404 PH: 319841,4000 CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FOR 0418-2017 BID SET BID ALT NO. 2 LANDSCAPE PLAN CONFLUENCE PROJECT NO: 151M W19 I.A.. CL 'V/ v Z /u//� U VJ 0�/ W ?!LL O U o a r Y Z O�A/ LL N- I.L \W I..L SUBMITTAL DATES ISSUED FOR 0418-2017 BID SET BID ALT NO. 2 LANDSCAPE PLAN CONFLUENCE PROJECT NO: 151M W19 660 655 650 45 40 635 30 625 lat alINICAL, rCMInlftl onlwQ rl. l 0 SC - l'- 20' smommommomms ME MEN W10 W W V W V V I!!! SIR= 111MAZE m WW W 1551111 ME= m-commomm'sm moommoomm EMEMSEEZZWE 0 899+tsu VUU+UU yul +UU %Iurtuu BID ALTERNATE NO 3 1ST STREET PEDESTRIAN BRIDGE PROFILE pm%ia 2 SCN.G 1' - 20' 1 .&N . =,"4 -3 X 0 PM, s\W\W O.dwg 660 655 650 645 640 635 630 625 %iuz+40 11) 9: �conFLUEnc LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE lIX CEDAR RAPIDS. IA 52401 PH; 319AMWI m HRGmen CIVIL ENGINEER HR GREEN INC. 8710EARlAPT I -ANE 8W PK 319W.A CONTACT WON GWNNUP rrid SUBMITTAL DATES ISSUED FOR BID SEf AODENWM /1 BID ALT NO 3 FIRST STREET PEDESTRIAN BRIDGE CONFLUENCE PROJECT NO 15103 W20 I FILED 1 2011 APR IS AM 9: 51 -CITY CLERK 1111A CITY, IOWA ^IC. v9+ to'v E A''S T 1 S T S T R E E T M^'SW I�" SpN i5" Sne. 15 Snry—�t5" SW �15° YN / i l '111,111171/ ,." i 0-i EAI I;'I�III.W �I I I V V I t , BID ALTERNATE NO 3 1 IST STREET PEDESTRIAN BRIDGE PLAN 9 SCALE: 1' = 20' 20'� ) ;tam �jg9�% L W OR1FYt5 q R/i�I ` E BID ` 'RtNL A smommommomms I FILED 1 2011 APR IS AM 9: 51 -CITY CLERK 1111A CITY, IOWA ^IC. v9+ to'v E A''S T 1 S T S T R E E T M^'SW I�" SpN i5" Sne. 15 Snry—�t5" SW �15° YN / i l '111,111171/ ,." i 0-i EAI I;'I�III.W �I I I V V I t , BID ALTERNATE NO 3 1 IST STREET PEDESTRIAN BRIDGE PLAN 9 SCALE: 1' = 20' 20'� ) ;tam �jg9�% q R/i�I smommommomms •p q Imo' h� �1�i4' ' 1► "�196gyI B9E1 MR I FILED 1 2011 APR IS AM 9: 51 -CITY CLERK 1111A CITY, IOWA ^IC. v9+ to'v E A''S T 1 S T S T R E E T M^'SW I�" SpN i5" Sne. 15 Snry—�t5" SW �15° YN / i l '111,111171/ ,." i 0-i EAI I;'I�III.W �I I I V V I t , BID ALTERNATE NO 3 1 IST STREET PEDESTRIAN BRIDGE PLAN 9 SCALE: 1' = 20' 20'� BID ALTERNATE NO 3 2 1ST STREET PEDESTRIAN BRIDGE PROFILE 9 20' 9 5- Immmsommil 20' 4/15/2017 11:20:09 AM 0:\10,50,,1\CAD\Dw9.\N1w20.aw9 ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREETSE, SURE 104 CEDAR RAPIDS, IA 52401 PH'. 319409,5401 HRGreen CIVIL ENGINEER FIR GREEN INC. 5710EARHARTIANESW PH: 319.841A000 COMACT: WON GWINNUP Y d U) Z } U r � � U O L O U = o ~ a Z rr O LL rr w SUBMITTAL DATES ISSUED FOR 04-1B-2017 BID SEf BID ALT NO 3 FIRST STREET PEDESTRIAN BRIDGE CONRUENCE PROJECT NO: 15100 W20 smommommomms MEMO miff -M MEN 1 , , g, �, �1 �,in�Clni�iiii ra. n•.,�J��® ' m MEMOMMEME1101 MEMMEMEMILEMMEME MEEZZIMMEMMEME :0 900 +00 900+20 900+40 900+w 900+80 901+00 901+20 901+40 901+00 901+80 902+00 902+20 • 2 BID ALTERNATE NO 3 2 1ST STREET PEDESTRIAN BRIDGE PROFILE 9 20' 9 5- Immmsommil 20' 4/15/2017 11:20:09 AM 0:\10,50,,1\CAD\Dw9.\N1w20.aw9 ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREETSE, SURE 104 CEDAR RAPIDS, IA 52401 PH'. 319409,5401 HRGreen CIVIL ENGINEER FIR GREEN INC. 5710EARHARTIANESW PH: 319.841A000 COMACT: WON GWINNUP Y d U) Z } U r � � U O L O U = o ~ a Z rr O LL rr w SUBMITTAL DATES ISSUED FOR 04-1B-2017 BID SEf BID ALT NO 3 FIRST STREET PEDESTRIAN BRIDGE CONRUENCE PROJECT NO: 15100 W20 16'.16' DECORARVE A OSA UMESTONE PEDESTAL, EACH CORNER PROP. PATH — SEE CML SHEETS 4/15/2017 11:20:42 AM O:\10150111\CAD\Dw9s\W\W21.dwq BID ALTERNATE NO 3 — 1ST STREET PEDESTRIAN BRIDGE TRAIL I PLAN w-,, r = 1B• 1 107.17' CLEAR BETWEEN ABUTMENTS II ELEV. 643.00 III STEEL H PIIS W WERIFY WITH BRIDGE MANU17 C 13ER. BID ALTERNATE NO 3 — 1ST STREET 2 PEDESTRIAN BRIDGE TRAIL I PROFILE st A - V = 10• 1• - 1a ELEV. 643.50` H PILE HOTF• FOR IST STREET PEOLSiRLAN BRIDGE DETALS REFER TO Y SHEETS. ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE. SUITE 101 CEDAR RAPIDS, IA 52401 PH'. 9194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 818841.40W CONTACT: AARON G WINNUP Y Q n U) 0 Z U U U 0w< U LL U =LL a �0 Z O Ify LL ry Lu SUBMITTAL DATES ISSUED FOR 04-18-2017 elD sET OL Ol 11-1 -110 ITEPOL M- OLLIPLOOPOO'S M-1 BID ALT NO 3 FIRST ST PEDESTRIAN BRIDGE TRL I PLAN & PROFILE CONFLUENCE PRW ECT NO: 15108 W21 ,D FILED l / s'.L (9Y OTHERS, pll APR 18 j AN 9 5 ;'L;;; z /. CITYLERK IOWA CI�Y M! E BID �L A r 90 +00 G EAIS T 1 ST S T R E E T \\\ \ )45 SW �IS•'SW—�t5•'SLN—i-15'•$W I ,t II ti I ttl ___ll � �•Eq BID ALTERNATE NO 3 - 1ST'STREET 1 PEDESTRIAN BRIDGE TRAIL I STAKING PLAN SCALE: 1 - 20•1• p• NOTES, 1. SEE G SHEETS FOR TRAIL AUGNMENT INFO. 2. RADIUS POINTS ARE MR CURVES NOT DIREMY ON REFERENCE ALIGNMENT. 4/15/2017 11:20:19 AM 0:\10150111\CAD\Dw9a\W\W22.aw9 -T- TRAIL I STAKING TABLE PoINT NIWBER STATIONING OFFSET ELEVATION DESCRIPTION 901 908+00.00908+00.001 19 fi4fi.3 BEbIN 95' RADIUS 902 900+62.05 IB 645.9 ENO 95' RADIUS 993 4+ 99fi).20 -95 N/A RADIUS PoIMT 99' 994 9aJ2.95 90 19 645.5 EWE OF TRAIL COf1FLUE(10E LANDSCAPE ARCHITECT CONFLUENCE Wp 2ND STREET SE, SUITE ipC CEDAR RAPIDS, IA 524 01 PH: ate wBs491 CIVIL ENGINEER HR GREEN INC. 9710 E4RHART LANE SW PH: 31B.011AWO COMALT: AARON GWINNUP LL. 0— z Z � � U OULL ) 3: BID ALT NO 3 FIRST ST PEDESTRIAN BRIDGE TRL STAKING PLAN CONFLUENCE COf1FLUE(10E LANDSCAPE ARCHITECT CONFLUENCE Wp 2ND STREET SE, SUITE ipC CEDAR RAPIDS, IA 524 01 PH: ate wBs491 CIVIL ENGINEER HR GREEN INC. 9710 E4RHART LANE SW PH: 31B.011AWO COMALT: AARON GWINNUP LL. 0— z Z � � U OULL ) 3: BID ALT NO 3 FIRST ST PEDESTRIAN BRIDGE TRL STAKING PLAN CONFLUENCE U = a ° H � O ° LL \W L.L SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET PROJECT NO: 15108 W22 COn1FLUEn10E LANDSCAPE ARCHITECT CONFLUENCE ED STREETSE. SUITE 104 O MPIOS, lq 52401 PH: 31840954% A Y Qreen CIVIL ENGINEER HR GREEN INC. 8110 EARHART LANE SW CEDAR RAPIDS, A 52404 PH: 319.1M1A000 CONTACT: MRON GWINNUP Y Rem AM �� Will a MIMI a_ M4 I rVPJ� V MEN Z U) 07 ,I `< �i~�w�QYq� �Io�e I .■�■®� u LU �.� �� O�v"'er / 1���-inter CQ � . \\ ,, 41\��;':.r��___ tel•' `�`I© a�::�.. ay _` O � "i�!r•`^° • • � ` • .� �' \ L. L'13�i�i.,L2..LL�S!Lk_�Yi15Li.a- � O . • = L•• � a � Z 0 O LL MI 111I1� LLI I _I ♦ F �e7\ S� �:5...1i}i�1.�V� II III `� �•�,-Y'.1�111��1�� I. 2. a a �Tti' MMW.ImF.,L •■wil Em SCALE: 1 11 1 •1 I „� COn1FLUEn10E LANDSCAPE ARCHITECT CONFLUENCE ED STREETSE. SUITE 104 O MPIOS, lq 52401 PH: 31840954% A Y Qreen CIVIL ENGINEER HR GREEN INC. 8110 EARHART LANE SW CEDAR RAPIDS, A 52404 PH: 319.1M1A000 CONTACT: MRON GWINNUP Y a_ rVPJ� V Z U) 07 U u LU CQ o U = LL � a � Z 0 O LL LLI I. 2. SUBMITTAL DATES ISSUED FOR Dalazon eID ser NATURE PLAY KEYNOTE PLAN CONFLUENCE PROJECT NO: 15108 MM o°o-7 00 I . • Ir �A�•i a `�. c. CI GRADING NOTES 1, PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OR ARCHITECT, AND CONSULT WTH REPRESENTATIVES O DETERMINE E ALLOWED FOR DAMAGE R SER'S ATIONS AND DEPTHS. NO COMPENSATION WILL BPE POSSIBLE UTIER LITY LOCND/ OM_ FAILURE TO COMPLY WITH THIS REQUIREMENT. v L Z SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. --� 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, 111Ml�E�(.1 NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AN MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL ANY CONFLICTSTH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTI`Onn`''N"P(1i] LIT FREPORT INAL GRADING OPERATIONS. C�f BLEND GRADES TO PROVIDE A SMOOTH TRANSITION E A4 THE \ 4. WHERE PROPOSED GRADES MEET EXISTING, NEW WORK AND EXISTING WORK PONDING AT JOINTS WILL NOT BE ACCEPTED. 5. CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM. ALTERNATE #4 PROJECT LIMITS s 1 0` 0000000` 639op \\ r a '� 00 �y 642 _- � I � t!� 643 -- 45 ` � I `� ® ♦ 0 549--- . I X01 NATURE PLAY AREA - GRADING PLAN SCALE:1"=30' O1 151 30'1 60'1 \I/ Con-LUEf10E LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE, SUITE 1N CEDAR RAPIDS, IA 52401 PH 819A0954D1 , w K4PRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS, IA 52404 PH: 318.&114000 CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FOR 041&2817 BID SET 'NM HM - NATURE PLAY GRADING PLAN CONFLUENCE PROTECT NO: 15108 W31 alfa.TISA JL4IT e i1 o I � � • y. S > 9 6 DD P -ES P -MS 1 P P -SH 5 / P -CA 3 SEE DETAIL 2/W35 FOR PLANTING PLAN j 25 5 M ' SEE DETAIL 3/W35 FOR PLANTING PLAN P= SH - 3 �-t`t c a� y L• 9 -POLI '- BZ -- 45 jag �'Ill�illlilIII Illoa lt�llllll \ �. • xa v'y. ..NiN. /X/ �I P- CA " NATURE PLAY - GROUNDCOVER LEGEND LITTLE BUCKAROO' SEED MIX. OVERALL PLAN - PLANT SCHEDULE UNITED SEED INC. /PER KEY I QTY. I BOTANICAL NAME COMMON NAME I SIZE I ROOT I SPACING & REMARKS HIGH MEADOW MIX OVERSTORY TREES 750 SF TOTAL FAG t ATI.I.9laMa OHIOBUCKEYE 2'GPL BBB M M IT'GU T -CH t ClatlnNa NenWNea TELLONWWO TCA -.TCA -.OR B&B IN R SPE TGT t Gletlitrla VldnMre'Harn' 'NORTHERN ACCWM'XONEVLCCV-111-111. Ajidom L XGUPLtt FOS t Quercw Nwor SWAMPNMITEOAK mENJ.1 T -TD t TaI tllaticnum BALD CYPRESS EET T -PD t Pladnm cm@Male AMERICAN SYCAMORE t EE O, c MDECIDUOUSSHRUBSSGS 12 ComCII.n.PRPV RED TWIG DOGWOOD CONIFEROUS SHRUBS -c SAy 12 upa eTAm omn 3GAL CONT. REFER T JmOs 1 PERENNIALS P BC 34 BONeIo M,Wule SIDEOAIGGRAMMA MSPI CONT 1COG AFACINGIN MASSIrvcs PB2 157 GWl Ble rpM BLUE SEDGE MSP4 COM 1COC. GPAc nG nMa551NG5 P LA 11 Calam 9 oa4 U E, Aan perste! KARL FOERSTER FEATHER REED GRASS NSp4 CONL SPACING IN MASS rvcs PES 43 29roaM1 POPt EI PURPLE LOVE GRASg MSP4 CONT BOC. SPACING INM�INGS PJE 125 Jumue Ma SOFT RVSH IIBP4 CONT ®WVN GWOEX POOL PMS 4 MNpMII - Mrnlry MORNING LIGHI'MISCANTHUS MSP4 CONT 3S csPACING IN ANG81N38 p PA Tg ennbt I p des ume Bunny FOUNTAINGI .14 LONT JTCC GPACINO IN .11M. P RH AS ...P. Mn BUCKEYE..... NP4 CONI LICOC.SPACINGINIAAA— p 3H 33 5 mlal M[ pl Tara PRAIRIEOROP5EEO TPRA' NSP4 DONT. NG IN M449 NO9 P= SH - 3 �-t`t c a� y L• 9 -POLI '- BZ -- 45 jag �'Ill�illlilIII Illoa lt�llllll \ �. • xa v'y. ..NiN. /X/ �I P- CA " NATURE PLAY - GROUNDCOVER LEGEND PLANTING NATES. 1. SEED ALL AREAS VMTHIN CONTRACT LIMITS. NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS. UNLESS OTHERWISE NOTED. 2. PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. 3. STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR APPROVAL OF STAKING PRIOR TO EXCAVATING PLANTING PITS. 4. CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3- 5, KIND, SIZE AND QUALITY OF PUNT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 200-1992, OR MOST RECENT EDI RON. 6. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE UNOSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES. QUANTITIES AND VARIETIES FOR ALL SHRUBS. PERENNIALS. ORNAMENTAL GRASSES, AND ANNUALS WIT IN 21 DAYS FOLLOW NG THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PUNT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. g. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTACTOR MUST PROVIDE NAME AND VARIETY OF ALL SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY Of PLANT HAVING GAME ESSENTIAL CHARACTERISTICS. 9. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY. VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PUNT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS. SHREDDED HARDWOOD MULCH, TYP. 12,365 SF OR 115 CY 600 CF ND, TYP. @ 6" DEPTH 600 CF 101 NATURE PLAY AREA - LANDSCAPE PLAN SCALE: 1"=30' of 15'1 301 601 COf1FLUECCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE. SUITE IN CEDAR RAPIDS, P 52401 PH: 319409.5191 HRGreen CIVIL ENGINEER HR GREEN INC 0710 EARHART LANE SW CEDAR RAPIDS, A 52401 PH: 319841AWB CONTACT: AARON GWNNUP Y ^Q C— (VTJ� V Z J) U VJ ct) O U a °o r r �z � 0' LL LU SUBMITTAL DATES ISSUED FOR OF18-2017 BID SET NATURE PLAY LANDSCAPE PLAN CONFLUENCE PROJECT NO: 15IN W32 LITTLE BUCKAROO' SEED MIX. UNITED SEED INC. /PER 1,990 SF TOTAL TED, SUPER TURF II, PER UNITED SEED INC. PER UNI 5,760 SF TOTAL HIGH MEADOW MIX (SEE R3 FOR SPECIES) 750 SF TOTAL PLANTING NATES. 1. SEED ALL AREAS VMTHIN CONTRACT LIMITS. NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS. UNLESS OTHERWISE NOTED. 2. PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. 3. STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR APPROVAL OF STAKING PRIOR TO EXCAVATING PLANTING PITS. 4. CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3- 5, KIND, SIZE AND QUALITY OF PUNT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 200-1992, OR MOST RECENT EDI RON. 6. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE UNOSCAPE ARCHITECT. 7. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES. QUANTITIES AND VARIETIES FOR ALL SHRUBS. PERENNIALS. ORNAMENTAL GRASSES, AND ANNUALS WIT IN 21 DAYS FOLLOW NG THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PUNT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. g. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTACTOR MUST PROVIDE NAME AND VARIETY OF ALL SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY Of PLANT HAVING GAME ESSENTIAL CHARACTERISTICS. 9. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY. VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PUNT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS. SHREDDED HARDWOOD MULCH, TYP. 12,365 SF OR 115 CY 600 CF ND, TYP. @ 6" DEPTH 600 CF 101 NATURE PLAY AREA - LANDSCAPE PLAN SCALE: 1"=30' of 15'1 301 601 COf1FLUECCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET BE. SUITE IN CEDAR RAPIDS, P 52401 PH: 319409.5191 HRGreen CIVIL ENGINEER HR GREEN INC 0710 EARHART LANE SW CEDAR RAPIDS, A 52401 PH: 319841AWB CONTACT: AARON GWNNUP Y ^Q C— (VTJ� V Z J) U VJ ct) O U a °o r r �z � 0' LL LU SUBMITTAL DATES ISSUED FOR OF18-2017 BID SET NATURE PLAY LANDSCAPE PLAN CONFLUENCE PROJECT NO: 15IN W32 15d 3; V N IW119 SIFPPFA NANPIL SRINF SPECIAL NOTE: 170792 CO n F LU E nC E FOR ALL IANOSCAPE STRUCTURES FEATURES, REFER TO MANUFACTURER'S PRODUCT INFORMATION FOR ADDITIONAL INFORMATION REGARDING SIZE AND INSTALLATION OF FEATURE. - LANDSCAPE ARCHITECT 2z-6 13� FILED CONFLUENCE 900 SE E 10 CEDARDRAPIDSS.A 52401 TOTAL SQUARE PH: 319,409,5401 FOOTAGE 544 SOFT. 2017 SPR 13 1 H 9:� HEIGHT OFTHIS I I STRUCTURES 9D', CITY CLE RK 110) !A CITY. i0r,.klRGmen - m .48'TALL CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS. N 524M 41[�NIII[ PH'. 319 841 AMO CONTACT: AARON GWNNUP '3 ELEVATION: MOUNDED CRAWL TUNNEL Mia PLAN: STEPPER NATURAL STONE w31,a PLAN 'THE POINTE' BY LANDSCAPE STRUCTURES 171 G F r3S J601J5 FEM NANPAL aNNw I ' a 11] 4 LM ORAW TUNNEL .3 SECTION: MOUNDED CRAWL TUNNEL wia PLAN: PEAK CLIMBER BY LANDSCAPE STRUCTURES 3 PLAN BY LANDSCAPE STRUCTURES FREESTANDING 170792 ' SEASHELL FOSSIL DIG PLAY (5L12 YEARS) 13� L TOTAL SQUARE a FOOTAGE 544 SOFT. THE MAXIMUM FALL HEIGHT OFTHIS STRUCTURES 9D', SPECIAL NOTE. INSTALL PER MANUFACTURERS RECOMMENDATION. SUBBASE PER MANUFACTURER 6 REQUIREMENTS SUBBASE 24-7 L 8s,. COMPACT" + .LS' AGGREGATE M wlltl[ 00q 170793 11 9l DINO `,_ FOSSIL DIG n1,.°,U PLAN: OODLE SWING BY LANDSCAPE STRUCTURES M SECTION: CLIMBER FOOTING, TYR. a PLAN: THE PINNACLE M'na PLAN: SEASHELL + LANDSCAPE STRUI Y ^Q a- U) v Z u U U7 � O � � O U = o Z � O rK LL Ify Lu rid SUBMITTAL DATES ISSUED FOR oa-ie-zoiT elo ser UM - ALTERNATE #4 FEATURE DETAILS CONFLUENCE PROJECT NO: 151M W33 170792 ' SEASHELL FOSSIL DIG 00q 170793 11 9l DINO `,_ FOSSIL DIG n1,.°,U PLAN: OODLE SWING BY LANDSCAPE STRUCTURES M SECTION: CLIMBER FOOTING, TYR. a PLAN: THE PINNACLE M'na PLAN: SEASHELL + LANDSCAPE STRUI Y ^Q a- U) v Z u U U7 � O � � O U = o Z � O rK LL Ify Lu rid SUBMITTAL DATES ISSUED FOR oa-ie-zoiT elo ser UM - ALTERNATE #4 FEATURE DETAILS CONFLUENCE PROJECT NO: 151M W33 9PECIN NOTE: E TO UNKNOWN O W NTITI ES AND VARLATI IN BERLAI MEO MATERIALS, LANO4=ACHITECTS WIMBEAVALP$EFORONSITE CCORDINALON WRING INSTALLATION. ANGLEI LOG PILE BEAMS (LARGE) SPECIAL NOTE UE TO UNKNOWN OLLMTITES AND VAEBTIONS IN REC W ME0 WTANNWA, LANDSCAPE ARCMTECTR WILL BE AVAILABLE FOR ONSITE CUDI NITON DURING INSTAL ON. ANGLE 2 BRIDGE RECI-AIMED RAILROAD TIES iSfs'iTOP OF RAILROAD TIE FINISH GRADE TO BE LEVEL WITHN i� WOH RECLAIMED RAILROAD TIE "ZIPPER" I� Pleau nae w6.N usNs. x.N1 Ima u6M.. nal d en ekw<etl IwMlrq xM.Ixght u1 9010.1ancLwurT. PmlufmtlT v..en� IMNMYgT Td�a•%Fee furs : Ef n1101 UYNnY4 : Sr rV LN41.: H oM...I..I.pPMSPI.IyB � a.n-.ra.ns Namtlr. BUYygA�pl.tl Lpn-.Lvs ��nRlml ldnr lJ fm+n. vown Te -1: RO.tlw BtaP mma BNNWB mmnwn vpevpn: IW.gi WSIN+.flswiwM TAV Pvgn.x.n B,b W : ®q BP•P^pAWua UWWi f�YmYrym TR11R 1:.010 ASNRN-T N—y SPECIAL NOTE. DUE TOUNKNyIM QUANTITIES AND VARIATIONS IN RECLAIMED NATERIALS, LANDSCAPE ARCHITECTS WULL E AVAIABLE FOR ONSITE COORDINATOR WRING INBTKLATION. :K AND BURY. NO BIBMCKETS. 'i Wt� RAILROAD TIE STEPPER MOUNDS (SIZE VARIES) OUP NOTE: O UNKNOWN OURETTLES AND VARIATIONS IN RECLAIMED MATERIALS, LANDSCAPE ARCHITECTS WILL BE AVALL E FOR ONBITE WORNNATION WWNO INSTPLALON. ANALON WRING INSTALLATION. JA�E[[ I AN YC F CIT 11 HEIGHT RANDOMLY VANIER 4--3W NLY 4"-3D' F-7- LOG PILE BEAMS (SMALL) vi34 SQUARE POST BALANCE BEAMS Is DEMO. COf1FLUEncE LANDSCAPE ARCHITECT CONFLUENCE BOO 2ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH: 319 009.5401 51m � HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARRART IJWE SW CEDAR RAPIDS, W 52404 PH: 319541.4000 COMACT: AARON GWINNUP Y a - UD) lJ 7— c- c U 0 Y) O U o a z L.L_ I.L. ry LJ /v Il SUBMITTAL DATES ISSUED FOR 06-1 &201 ] BID SET ALTERNATE #4 FEATURE DETAILS CONFLUENCE PROJECT NO 15106 W34 FILED P- PH P-RH PEs A- 3 3 3 P- RH P PA 2017 APR 18 AM 9 52 SAV3 E'r 2 &AV SAY P PH 1 A P -BC PP -PA TY CLERK PA 3 � 10 dA CITY. IOWA P- PA FIMESiOxE 2-1 I IA 25" LIMESTONE FLAGSTONE. h 7 SALVAGED TIM RAILROAD TIE • 1 -PA I\— p 3RH PER STEPPER I P- RA NAUR.noTlE I M' P PA 9 nxsEH IIIIIWIIPI I SHREDDED P- PA 2 1 &AV HARDWOOD MULCH P- PA P- PH 2 S- AV 1 4 3 P. ED SAV P PH Hwmw000m�cxI- I IA p 3 P- PH P FIN 211A' 3 PLAN STEP RUNNER (LARGE) —1 F-,, TPLAN: STEP RUNNER (SMALL) ALTERNATING FLAGSTONE ALTERNATING T-AGSTONE AND RECLAIMED RAILROAD TIES AND RECI-AJMEG RAILROAD TIES COMPACTED COMPACTED AGGREGATE 4 DEPTH AGGREGATE 4 DEPTH SHREDDED SHREDDED G..O HAROVVOOD MULCH MULCH r T3 1W l4r SECTION: STEP RUNNER (LARGE) ,25 SECTION: STEP RUNNER (SMALL) LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE SUITE 104 CEDAR RAPIDS. V 52401 PH 919.409. SAW CIVIL ENGINEER HR GREEN INC 8710 EARHART LANE SIM CEDAR RAPIDS. A 52404 PH 319941.4000 CONTACT AARON GVANNUP �e (9V) Z uj V)- 0 0 U -I 0 C.)a_ UL 0 Z 0 0 X LL Of w SUBMITTAL DATES �—E ISSUED FDR 04,8-20,1 BID SET ALTERNATE #4 FEATURE DETAILS CONFLUENCE PROUIECT NO: 161W W35 a ALTEREDIN AXY WAY.IF CRAHGEB L__ J 40.E REDNRED PLFASECONTPCT R AMFTIME REPREBENTATIYE 1am.:uL4o. SEE xox-M„Mm XOMs. LNM.N POLYMERIC SAND SWEPT JOINTS. `T- HYDROSEED, SUPER APPROXIMATE WATER LEVEL `TURF II HYDROTURF TO 4' OTIMBERS TO RETAIN STEE SONOLASTI° NPI OR NW2 R. itt NOT EXCEEDI2'OLERPNCE2E 64 ORCPPIPEWUIFES SEE LAYOUT PLAN FOR APPROX. AT EITHER BIDE POLYMERIC SAND SW EPL JOINTS. CROSSING OF STREAM EDGE CENTER IN CONCRETE OM HAVE A TOLERANCE �PEAR ADJACENT LEVEL GROUND C" THICK LIMESTONE STREAM OUTCROPPING STONE NOTTONOT TOTO EXCEEDI2 WATERT LEVEL APPROVARIES b JBOLT 1"COMPACTED SPNO SETi1NG BED. THROUGHOUMATE VARIES THRWGHOUT STREAM 45 MIL SPEW POND LINER ON GEOTEXTILE FABRIC UST FOOTING NEIGH� OUTCROPPING BOULDER BEYOND M ' CTITO Ir �f�HEI`{n � 9• JZ �� �\ IT CRUSHED AGGREGATE SUBGRADE COMPACTED AS SPECIFIED. SEE LAYOUT PIAN FOR APPROX. SIZE AND LOCATION SHREDDED HARDWOOD MULCH COMPACTED SUBGRADE OATTY UNDISTURBED SUBGRADE C" THICK LIMESTONE STREAM M8 I,Y /fie LY 10W �TI: L1T1.�1 i.�o 1J'{tj AIA CHANNEL EDGE, 12-W WIDTH Iq TU STREAM CHANNEL III III t6'�• S'-4' WASHED RIVER ROCK 'A`PROX sD'a. 45 MIL EPOM POND LINER ON GEOTEXTILE FABRIC 1 SECTION: FLAGSTONE PROFILE, TYP. ° SECTION: SHALLOW STREAM BED, TYPE 1 WE I SECTION: I BEAM SEAT F�S FPLM SWINGTYP. V. -S PLAN: TUMBLE BERM WITH TUNNEL, TYP. REFER TO PLPIJFING PLAN FOR PLANT SPECIES 7 SHREDDED MULCH AS SPECIFIED PLCATING SOIL MIX, REFER TO PLANTING DETAILS FOR DEPTH OF SOIL MIX. PLANTING SOIL MIX, REFER TO PLANTING DETAILS FOR DEPTH OF SOIL MIX. SOIL MIX TO BE BUILT UP TO COVER BOTTOM 1' OF FLAGSTONE FINISHED EDGE. SNAP EDGE "BARRIER EDGING" LANDSCAPHPAVER EDING PRODUCED BY SNAP EDGE CORP. FINISH'. BLACK SIZEZx2M4"xeD' INSTALL PER MFR. SPECIFICATIONS 10" x 3/6' LANDSCAPE SPIKE. A SPIKE TO BE INSERTED AT EVERY END. CONNECTION. AND 16'. 6' DEPTH CRUSHED AGGREGATE BASE TO EXTEND 6' MINIMUM PAST FINSHED EDGE OF FLAGSTONE PATIO. COMPACTED AGGREGATE BASE AS SPECIFIED. 3" DISCED SUBGRADE UNDISTURBED SUBGRADE `T- HYDROSEED, SUPER APPROXIMATE WATER LEVEL `TURF II HYDROTURF VARIES THROUGHOUT STREAM 4' OTIMBERS TO RETAIN STEE SONOLASTI° NPI OR NW2 R. SLOPE S. BURYTO 4Z' MIN. , n\ 64 ORCPPIPEWUIFES SEE LAYOUT PLAN FOR APPROX. AT EITHER BIDE BIZE AND LOCATION CROSSING OF STREAM EDGE CENTER IN CONCRETE OM _ �PEAR ADJACENT LEVEL GROUND C" THICK LIMESTONE STREAM OUTCROPPING STONE , r� STREAM CHANNEL, FLAGSTONE STEPPERS i5 3 �F. 45 MIL SPEW POND LINER ON GEOTEXTILE FABRIC III \ 111 ��r M8 APPq°X. t6'�• 'A`PROX sD'a. PLAN: TUMBLE BERM WITH TUNNEL, TYP. REFER TO PLPIJFING PLAN FOR PLANT SPECIES 7 SHREDDED MULCH AS SPECIFIED PLCATING SOIL MIX, REFER TO PLANTING DETAILS FOR DEPTH OF SOIL MIX. PLANTING SOIL MIX, REFER TO PLANTING DETAILS FOR DEPTH OF SOIL MIX. SOIL MIX TO BE BUILT UP TO COVER BOTTOM 1' OF FLAGSTONE FINISHED EDGE. SNAP EDGE "BARRIER EDGING" LANDSCAPHPAVER EDING PRODUCED BY SNAP EDGE CORP. FINISH'. BLACK SIZEZx2M4"xeD' INSTALL PER MFR. SPECIFICATIONS 10" x 3/6' LANDSCAPE SPIKE. A SPIKE TO BE INSERTED AT EVERY END. CONNECTION. AND 16'. 6' DEPTH CRUSHED AGGREGATE BASE TO EXTEND 6' MINIMUM PAST FINSHED EDGE OF FLAGSTONE PATIO. COMPACTED AGGREGATE BASE AS SPECIFIED. 3" DISCED SUBGRADE UNDISTURBED SUBGRADE SUBBASE Mi76 SECTION: FLAGSTONE EDGING, TYP. W SECTION: SHALLOW STREAM BED, TYPE. 2 wx SECTION: FLAGSTONE AT CREEK ACCESS FLAGSTONE PLAZA APPROXIMATE WATER LEVEL VARIES THROUGHOUT STREAM GALVANIZED STEEL STRUCTURAL SONOLASTI° NPI OR NW2 R. x3'V z1'T' OUTCROPPING BOULDER BEYOND 2_% SEE LAYOUT PLAN FOR APPROX. LIMESTONE OUTCROPPING, UNDER WALKWAY BIZE AND LOCATION CROSSING OF STREAM EDGE CENTER IN CONCRETE FLAGSTONE CREEKAWESS C" THICK LIMESTONE STREAM OUTCROPPING STONE CHANNEL EDGE, 12-N WIDTH III STREAM CHANNEL, 3' -IT WASHED RIVER ROCK �F. 45 MIL SPEW POND LINER ON GEOTEXTILE FABRIC III \ SUBBASE Mi76 SECTION: FLAGSTONE EDGING, TYP. W SECTION: SHALLOW STREAM BED, TYPE. 2 wx SECTION: FLAGSTONE AT CREEK ACCESS COMPACTED SUBGRADE. TYP. 1 y y v UNDISTURBED SUBGRADE, TVP_ III ( III III m i__ EPDXYZOATEOW RUSH `I III—III— '.I ®12' 0 VERTICAL fl HORIZONTAL PCC TRENCH FOOTING CS MIL RIPON POND LINER APPflOXIMATE WATEFILE VEL II COMPACTED SUED RnoE As sPECIHEo WW SECTION: CROSSING OVER SHALLOW STREAM PAVING, SEE VA38FOR PROFILE DUALS SECTION: PCC TO FLAGSTONE PAVING TRANSITION ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET BE, SUITE JU CEDAR RAPIDS. N 52401 PH'. 319.495401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS. M 5244 PH: 31SM1 OWO CONTACT: AARONGIMNNUP Tid SUBMITTAL DATES ISSUED FOR oa iazDn BID SET ALTERNATE *4 NATURE PLAY FEATURE DETAILS CONFLUENCE PROJECT NO: 15106 W36 PCCWALKWAY, TYP. 12' SONOFLEX'F' EXP. JT. WITH'I OEPTHALUM. GRAY GALVANIZED STEEL STRUCTURAL SONOLASTI° NPI OR NW2 R. CORRUGATED DECKING SEALER OR SIMI W2 - MIN. 1.0 MM THICKNESS M4 x 2'-0' SUP DOWEL WUH LIMESTONE OUTCROPPING, UNDER WALKWAY EXPANSION TUBE, 29- GO. CROSSING OF STREAM EDGE CENTER IN CONCRETE FLAGSTONE CREEKAWESS T' SAND SETTING BED COMPACTED AGGREGATE, TYP. COMPACTED SUBGRADE. TYP. 1 y y v UNDISTURBED SUBGRADE, TVP_ III ( III III m i__ EPDXYZOATEOW RUSH `I III—III— '.I ®12' 0 VERTICAL fl HORIZONTAL PCC TRENCH FOOTING CS MIL RIPON POND LINER APPflOXIMATE WATEFILE VEL II COMPACTED SUED RnoE As sPECIHEo WW SECTION: CROSSING OVER SHALLOW STREAM PAVING, SEE VA38FOR PROFILE DUALS SECTION: PCC TO FLAGSTONE PAVING TRANSITION ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET BE, SUITE JU CEDAR RAPIDS. N 52401 PH'. 319.495401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS. M 5244 PH: 31SM1 OWO CONTACT: AARONGIMNNUP Tid SUBMITTAL DATES ISSUED FOR oa iazDn BID SET ALTERNATE *4 NATURE PLAY FEATURE DETAILS CONFLUENCE PROJECT NO: 15106 W36 SPECIAL NOTE: 1,) SEE PUNTING PW! FOR LOCATION AND SPECIES OF RUNNTS IN BLARE IXTION CELL 2.) REFER TO CIVIL DRAWINGS FOR STORM PIPE DESIGN 3.) NO HEAVY EQUIPMENT TO BE USED IN BIO RETENTION CELL AFTER SPECIFIED AMENDED SOIL MIXES ARE INSTALLED 'LITTLE BUCKAROO SEED MIX PER UNITED SEED INC. EROSION CONTROL MAT FLIMSAT BE INSTALLED CTHROUGH EROSION AMT TOPSOIL AS SPECIFIED STORMWATER PIPE CUTLET HIGH MEADOW MIX. SEE R3 FOR SPECIFIC SPECIES AND SPACING BIpAETOWION I INFILTRATION MIX, SEE PLANTING PW! FOR LOCATIONS. MINIMUM DEPTH 2C; NTH A WELL BLENDED MIXTURE CONTAINING 33% TOPSOIL S3%RIVER SAND, 33%ORGANIC COMPOST EROSION CONTROL MAT, AS SPECIFIED NTS TO. PLABE INSTALLED THROUGH EROSION MAT. 'UTRE BUCKAROO' SEED MIX, PER UNITED SEED INC. -.-+..-" - ._...,-.. - II I T4— UN ISTURBED SUB GRADE) Y' CHOKER LAYER AGGREGATE HV EE VARIES WIDTH VARIES. SEE PLAN VARIES t RAIL WET SECTION: RAIN GARDEN POOL, TYP. N7 SECTION: R.R. RAIL AS EDGER, TYR. wiT SECTION: SAND PROFILE, TYP. SPECIAL NOTE: 1.) SEE PUNTNG PUN FOR LOCATION AND SPECIES OF PLANTS IN BIO -RETENTION CELL 2.) REFER TO CIVIL DRAWINGS FOR STORM PIPE DESIGN 3) NO HEAVY EQUIPMENT TO BE USED IN BIO RETENTION CELL AFTER SPECIFIED AMEND SOIL MIXES ARE INSTALLED 'LITTLE BUCKAROOSEED MIX. PER UNITED SEED INC. EROSION CONTROL MAT, PLANTS TO BE k—UNDINSTALLED THROUGH EROSION MAT. ISTURBEDSUBGRADE TOPSOIL, AS SPECIFIED 12'-V APPROX. POOL OUTFLOW GAPS. 2-3" WIDE 4-8' CIA ANGULAR WASHED LIMESTONE (VARIOUS SIZES) DRY STACKED LIMESTONE OUTCROPPING WEIR 9: 5 2K 018A WASHED RrvpT SAND RIVER ROCK, AS SPECIFIED EOUIMED R&R RAIL SEE WiOFOROVERHANG 45 MIL DEEM POND LINER ON GEOTEX➢LEO ONTINUOUS WELD, FABRIC FABRIC, LINER SHALL BEGIN WITHIN 1DOE GRIND SMOOTH MATERIAL OUTFLOW LIMESTONE WEIR. _ ECUIMED RIP RAIL GG EROSION CONTROL MAT, AS SPECIFIED. PLANTS TO — - PAVEMENT, BE INSTALLED THROUGH EROSION MAT swo ED RIVER - TYP LITTLE BUCKAROO' SEED MIX, OMPACTEo PER UNITED SEED INC GEO FABRIC MATERIAL AGGREGATE SUBBASE 12" DEPTH SHREDDED - HARDWOOD MULCH OMPAGTEC sUBGPADE COMPACTED AGGREGATE SUBBASE W7T SECTION / ELEVATION: RAIN GARDEN POOL OUTFLOW - STACKED LIMESTONE WEIR WaT SECTION: R.R. RAIL BALANCE BEAM CONNECTION, TYP. vni SECTION: SAND TO PCC PAVING TRANSITION POOL OUTFLOW GAPS, 34' WIDE 4 -8 -DIA ANGULARWASHED LIMESTONE (VARIOUSSIZES) WATER LEVEL VARIES DEPENDING ON RAIN WATER RIVER ROCK, AS SPECIFIED 45 MIL EPDM POND LINER ON GEOTEXTLE � FABRIC, LINER SHALL BEGIN WF HIN 10' OF OUTFLOW LIMESTONE WEIR. HIGH MEADOW MIX SEE R3 FOR --'--'- E MIX SPECIES AND SPACING _ - -- �� f,p "J. S 40 w I 2 0• DRY STACKED LIMESTONE OUTCROPPING WEIR USE DOWEL BETWEEN VERTICALLY STACKED BLOCKS 45 MIL SPUN POND LINER ON GEOTEXTILE FABRIC, LINER SHALL BEGIN WITHIN 10' OF OUTFLOW LIMESTONE WEIR. RIVER ROCK, AS SPECIFIED 45 MIL SPUN POND LINER ON GEOTEXTILE FABRIC, LINER SHALL CONTINUE THE LENGTH OF THE STREAM BED FEATURE. COMPACTED SUBGRADE TYP. COMPACTED AGGREGATE BASE FOR STACKED LIMESTONE WEIR, 95% COMPACTION AND LEVEL. PROFILE VIEW OF STORM ALIGN 40 OOV � P OPOSED G E EXISTING C RADE' S 40 -- ---- DJUST END STATION 645 64s -URFACE AT 33' P-401 _ 640 64D —0+60 —0+30 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 COnFLUEn LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET BE, SUITE 1013 CEDAR RAPIDS, W 52101 PH: 319409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW CEDAR RAPIDS, M 52404 PH: 319,8414130C CONTACT: AARON GWTNNUP rA SUBMITTAL DATES ISSUED FOR 04-1&2017 BID SET ALTERNATE#4 NATURE PLAY FEATURE DETAILS CONFLUENCE PRGIECT NO: 151 CB W37 4/15/2017 11:20:29 AAI 0:\10150111\CAO\0x98\X\X20.8wg 6 4 652-- 650- 646 646 — 644 642 640 638 636 634 632 630 628 626 —Iaa 51+50 -60 -60 -40 -20 0 20 40 s2+00 60 60 00 1 RALSTON CREEK CROSS SECTIONS U o 0 nmmolimmi nmT%mma 1' � YP X RIL 1 - 4' YEW. NOTE' 1. UOLRIES ARE NOT SHOWN ON THESE SHEETS. 20177 i ConFLUEn LANUSCAO ARCHITECT CONFLUENCE e��I0D��71�ET SE, GUIM IM cE71W DO .540 wszaal P 9 5401 12 ,HROreen tf� I CIVIL ENGINEER HR GREEN INC. 6710 EMIRMT LONE SW PH: 319.841.40W CONTACT:MRONGWINNUP Y ,652 650 Q 649 fGwE 646 —_---_--.� 644 642 640 Z_ 638 636 634 632 630 628 O 626 it 624 60 80 100 NOTE' 1. UOLRIES ARE NOT SHOWN ON THESE SHEETS. 20177 i ConFLUEn LANUSCAO ARCHITECT CONFLUENCE e��I0D��71�ET SE, GUIM IM cE71W DO .540 wszaal P 9 5401 12 ,HROreen tf� I CIVIL ENGINEER HR GREEN INC. 6710 EMIRMT LONE SW PH: 319.841.40W CONTACT:MRONGWINNUP Y Q U Z_ U O it W O U o a Z � O rlr LL Lu SUBMITTAL DATES ISSUED FOR 04-19-2017 BID SET RALSTON CREEK CROSS SECTIONS CONFLUENCE PROJECT NO: 15108 X20 4/15/2017 11:20:29 AM O:\IOI5O111\CAD\Dwgs\X\X21.dwg 53+00 _. _ _... _..652 -- -}— - 650 ^Q^ PROPOSED GRADE 646 _ i FIL [ 648 646 - PROPOSED GRADE ---_----644 646 _---- -_._ —:. EXISTNG GRADE I. .. 642 QOIi I O IR �� IM L / lJ 640 CITY CL P ---- 636 IOWA CITY i 636 v 644 -- —.__.._.. �O�6/ 634 / --_ 632 ___ r ___ __ _. -- 630 U --- 628 __.___.... 626 ---- 624 0 90 40 60 60 100 6421-----# 652,-- 650 648 646 644 642 640 638 636 634 632 630 628 626 624 -100 -80 -60 -40 -20 0 20 40 60 80 RALSTON CREEK CROSS SECTIONS a 0 SCNDE' 1 -20'H . 1-4'MT. - 652 650 648 -646 644 642 64D 638 636 634 632 630 628 626 624 100 ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 1 900 2N0 STREET SE, SUITE IDI J OEGARRAPIDS. A 52401 PH: 3194085401 MRGreen ' NCIML ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.8414000 CONTACT: AARON GWINNUP Y ------------------------------ 652 ^Q^ 'LL'^ -------------- __ 850 648 Z - PROPOSED GRADE 648 646 U -_- EXISTING GRADE -- r fi4fi 644 -- �O�6/ (n -._ ___ r ___ __ _. 644 U o nz 6421-----# Z i __ _ _ _ _ -- -_ 642 6401— \ _ i - 640 TEE N�/ LL \ 634 634 632 _ � 1 _Y �� .. .. 7. 1_ - 632 630 630 628 - _____ _. _. _ --_ ___.. _..... 628 626 82410020 -60 -40 -20 0 20 40 60 SO ,.624 100 652,-- 650 648 646 644 642 640 638 636 634 632 630 628 626 624 -100 -80 -60 -40 -20 0 20 40 60 80 RALSTON CREEK CROSS SECTIONS a 0 SCNDE' 1 -20'H . 1-4'MT. - 652 650 648 -646 644 642 64D 638 636 634 632 630 628 626 624 100 ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 1 900 2N0 STREET SE, SUITE IDI J OEGARRAPIDS. A 52401 PH: 3194085401 MRGreen ' NCIML ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.8414000 CONTACT: AARON GWINNUP Y ^Q^ 'LL'^ /V/ `/ Z U r U �O�6/ (n 0 LL U o nz Z U W N�/ LL SUBMITTAL DATES ISSUED FOR 04-iB-2017 BID SET RALSTON CREEK CROSS SECTIONS CONRUENOE PROJECT NO: 15108 X21 I- 4/15/2017 11:20:05 AM 0:\10150111\CAO\Owge\X\X22.Lwg « 54+50 652 650 648 646 644 642 640 638 636 634 632 630 628 626 6241 00 -80 -60 -40 -20 PROPOSED— OWE BY OTHERS (N.I.C.) -80 -60 646 644 642 ------ 640 638 --- I - - 636 - 634 632 630 - - 628 626 624 -100 -80 -40 0 55+00 20 40 60 80 652 650 648 646 644 642 640 638 636 634 632 630 828 826 824 100 652 650 648 _646 --644 PROPOSED GRADE / 642 / 640 EXISTING GRADE / / 638 / / BID ALT NO, 3 636 FRST STREET - PEDESTRIAN BRIOCE 634 ABUTMENT - SEE-- \ SHEET W20 -W21 632 .630 628 ujn - 626 624 -20 0 20 40 60 80 100 652 650 648 646PROPOSED \ �----------- 644 GRADE BY \ -_---_ OTHERS (NIC ) EXISTING GRADE // 642 640 _ \ PROPOSED GRADE / 638 636 634 632 .630 628 626 -. ..624 -60 -40 -20 0 20 40 60 80 100 1 RALSTON CREEK CROSS SECTIONS 0 20 0 4' scuE:. 3 r FILED 2017 APR 13 Ali s: 5 CITY CLERK IOVIA CIT Y. IOWA conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE, SUITE 1a CEDAR RAPIDS, IA 52401 PH: 319 6095401 HRGreen CIVIL ENGINEER AR GREEN INC. 8]10 EARHART LANE SW PH: 319U'4'0' 19 BU6000 CONTACT'. AARON GWINNUP LL ^Q^ n (vJ V Z 0r^ U vJ O � 3: O U a o F Z O Of H L �L Lu SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RALSTON CREEK CROSS SECTIONS CONFLUENCE PRWECT NO: 15108 X22 652 ___ '' 56+00 T 652 650 N.LC. IN CONTRACT -850 648 646 6466 i ' L E 4'' 644i_ PROPO6E0 __ - -__----`-644 GRADE ED - / -- 642 OTHERS (N.I.C. j - 642 1011 APR 13 A 640- -. \\ EXISTING GRPDE / -f_ _ _ --� - 640 _ CITY CLEF 638 }._- PROPOSED GRADE / _ 638 Cl/T1Y CLE... 636 _._ \\ __.. / __._ __.. .I,. _ __ _.._ _... 6316 I0Pir/'l CITY, I... 634- - �� - ---- -- -1634 T� 32 N _ /_.. — - 632 6 1630 \ � � _ // _ _ I -- - �I 630 628 626 -1- _ 626 1626 624 ------ -- -- - — 624 -100 -80 -60 -40 -20 0 20 b 60 80 100 652__ __ 56+50 _. �. 652 650 __ __ - _ _u _ _�— 650 648--�— T- _- - —7 648 646646 EXISTING GRADE --- 1644\ -� _ \ __..._ ____-_---_644 642 \ /-------- --- 642 \ / 1 640 640 \ _ 638 \\ / PROPOSED GRADE 638 636 \\ 636 634. \ /i--� .634 \ 632 �\ __ _ __ // _ ..632 630 a — 1 630 626 -- --L -- 628 6216 626 - � 624 624 -100 -80 -60 -40 -20 0 20 40 60 80 100 652 57+00 652 650 650 648 N.I.C. IN CONTRACT _. _. _... 648 646 646 \ EXISTING GRADE ----- --- 644 \ �---� � - 644 642 \\----_.v_��5� __ _..._ .642 640.. PROPOSED \\ 640 GRADE 9Y OTHERS (N.I.C.) \ 638 PROPOSED GRADE 638 636 \\ / 636 1634 \\ / 634 i 6}2 632 630 628 626 -'4 -_ -.... 624 -100 .... -60 4G -20 0 20 40 60 80 100 4/15/2017 11:20:17 AAI RALSTON CREEK CROSS SECTIONS a m 0 r 0:\t 015011 1\CAD\Dwga\X\X23.dwg SIDE` 1 I' ConFLIJMCE LANDSCAPE ARCHITECT CONFLUENCE ISO 2ND STREET SE, SUITE 104 CEDAR RAPIDS. IA 52401 PH'. 319409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH'. 319 841 4000 CONTACT AARON CWMNUP NY ^LL LL v/ Z U U O U = o a F - Z � O ry LL of Lu 1/ SUBMITTAL DATES ISSUED FOR 04-18-2017 BID 5 RALSTON CREEK CROSS SECTIONS CONFLUENCE PROJECT NO: 15106 X23 4/15/2017 11:20:10 AIA 0:\10150111 \DAD\D.gs\x\x24.a.g 650 _. _ ___.__. -__ _. _. _.. 57+50 ..650 348 _. ... _... _.. _.. _ _. _.. 648 - FILED 646\ jIXISTINC GRME--- 646 644 �. _..___._ -.----------------- -_644 642 �� ..__ ----- .. - 542 640 ...._� --_- 640 2011 APR 18 AN 9 52 636 .PROPOSED GRADE _.�.. 638 CITY CLERK 636 --1� fi34 _. L'... 636 IOWA CITY, 10WA �� _... / __ - __ _______ _I.-.. 634 632 T- 632 630 -- -- - -- -- 630 i E- 628 ._t _ �_ _... 628 fi,6 - _� ._ _ 626 524100 -60 -60 -40 -20 0 20 40 60 80 10024 652 650 648 646 644 642 640 638 636 634 632 630 628 626 624 -100 58+00 652 650 648 646 644 642 640 638 636 634 632 630 628 626 624 -100 -80 -80 -40 -20 0 20 40 60 80 100 -80 -60 -40 -20 0 20 40 1 RALSTON CREEK CROSS SECTIONS 02' 6CNE 1' - 10' 60 80 628 626 624 100 COnFLUEn LANDSCAPE ARCHITECT CONFLUENCE 8002ND STREET SE, SUITE IN CEDAR RAPIDS, IA 52401 PH319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.5,1140W COWACT: AARONGWINNUP IrA SUBMITTAL DATES ISSUED FOR DL -18-2017 BID SET RALSTON CREEK CROSS SECTIONS CONFLUENCE PROJECT NO: 15106 X24 i y� i 4/15/2017 11:20:03 : 0:\10150111\CAD\Dwgs\X\X25.tlwg 40 80 80 100 40 1A 80 652 650 648 646 644 642 640 638 636 634 632 630 628 626 10024 1 RALSTON CREEK CROSS SECTIONS SCALE: 0 20' o c 20 1' 638 636 634 632 630 628 626 624 622 FILE® 2011 APR 18 AH 9* 52) CITY CLERK4 10%'11A CITY, VIM ConFLIJMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE SUITE 1 W CEDAR RAPIDS IA 52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. $710 EARHART LANE 3W PH'. 319.9tl.4000 `0- /V�J V Z V^ U V)Q �O LLI �: LL U U= UL a } Z F- 0L LL. ry \W A SUBMITTAL DATES ISSUED FOR W-ie—zoi% BID SEf RALSTON CREEK CROSS SECTIONS CORPULENCE PROJECT NO 15105 X25 59+00� 652 -- 1--- - _ — 650 NIC IN CONTRACT 1 -I -- 648 646 644 PROPOSED -I - - - 642 GRADE BY- Y OTHER$ ... - ._..___ _..___5\ OTHERS-(R. -- .-- L-' -_ GRADE 640 _ - \\ - - 1 ._EXISTING \ \\-_ PROP05ED GRADE 635 -- 634 632 630 628 - 626 624 -- - - -100 -80 -60 -40 -20 0 20 652 - _ __ 59+50 650 N.LC. iN CONTRACT r- --� --- ---- 64 6466 \\ _644 PROPOSED - 542 GRADE BY �\ EXISTING GRADE 11 OTHERS (N.LC.) T \\ 635-- PROPOSED GRADE 636 - 634 632 630 \ - 628 626 624 -100 -50 -60 -40 -20 0 20 40 80 80 100 40 1A 80 652 650 648 646 644 642 640 638 636 634 632 630 628 626 10024 1 RALSTON CREEK CROSS SECTIONS SCALE: 0 20' o c 20 1' 638 636 634 632 630 628 626 624 622 FILE® 2011 APR 18 AH 9* 52) CITY CLERK4 10%'11A CITY, VIM ConFLIJMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE SUITE 1 W CEDAR RAPIDS IA 52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. $710 EARHART LANE 3W PH'. 319.9tl.4000 `0- /V�J V Z V^ U V)Q �O LLI �: LL U U= UL a } Z F- 0L LL. ry \W A SUBMITTAL DATES ISSUED FOR W-ie—zoi% BID SEf RALSTON CREEK CROSS SECTIONS CORPULENCE PROJECT NO 15105 X25 4/15/2017 11:20:12 AM 0:\10150111\CPD\Dwgs\X\X26.dwg "f100 -60 -60 -40 -20 0 20 40 60 60 650 648 646 544 642 640 638 636 634 632 646 644 / 642 _ 640 6 3 636 634 632 630 628 626 624 100 a 20 40 60 80 650 648 646 644 642 640 638 636 634 632 630 628 10026 650 648 646 644 642 640 638 636 634 632 630 626 626 RALSTON CREEK CROSS SECTIONS SCNE: a 20' 0 4 1'� M 630 628 626 FILED) 2011 APR 18 AH C11'Y CLERK 10WA CITY, 10'01 conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE. SURE 101 CEDAR RAPIDS. IA 52401 PH: 319.4095401 HRGreen CML ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.841 A000 CONTACT: AARON GWINNUP V ry 648 D - 646 -- /U] V 644 - - y fi42_ U VJ ____ ____ 640 O LL. U = o 638 a Z 636��// 634 .. _— _..... 632 630 \W ---------------- 628 'r- -. ,. }- - 626 .. _. ... -100 -80 -60 -40 -20 650 648 646 544 642 640 638 636 634 632 646 644 / 642 _ 640 6 3 636 634 632 630 628 626 624 100 a 20 40 60 80 650 648 646 644 642 640 638 636 634 632 630 628 10026 650 648 646 644 642 640 638 636 634 632 630 626 626 RALSTON CREEK CROSS SECTIONS SCNE: a 20' 0 4 1'� M 630 628 626 FILED) 2011 APR 18 AH C11'Y CLERK 10WA CITY, 10'01 conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 900 2ND STREET SE. SURE 101 CEDAR RAPIDS. IA 52401 PH: 319.4095401 HRGreen CML ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.841 A000 CONTACT: AARON GWINNUP V ry Q D - /U] V Z y Ul^) U VJ O�/ O LL. U = o a Z NO LL LL \W Ll� SUBMITTAL DATES ISSUED FOR 04-18-2017 810 SEf RALSTON CREEK CROSS SECTIONS CONFLUENCE PRQIECT NO: 151% X26 4/15/2017 11:20:18 AM 0:\10150111\CAO\0wgs\X\X27.dwg 650 -- "' - 646 - ry Q 644 d U) 642 E%ISDNG GRADE 640 638-------- } _ _---__- ~ M ` PROPOSED GRADE 634 LLJ 632 630 O 628 626 U -100 -60 -60 -40 -20 0 20 __ 63+00 F- 650 648 646 F I 644 642 2017 APR 13 Al 6+0 638 CITY C Ef 636 1 P YM1l A CIT F I 634 632 630 628 626 624 10 650 648 . 646 fibb -- 642 640 638 636 634 632 630 628 80 - 10026 40 60 -100 -80 -60 -40 -20 0 20 40 60 80 RALSTON CREEK CROSS SECTIONS 0 20 0 4 1 SC ; 650 648 646 644 642 640 638 636 634 632 630 628 626 624 100 conFLUEnCE LANDSCAPE ARCHITECT IONFLUENCE 02ND STREET SE. SUITE 101 OAR RAPIDS. LA 52401 PH'. 319409.5101 VRGreen IA CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319.N1.4000 CONTACT: AARON GWINNUP Y ry Q d U) } r�Z VJ ~ M ` U O LLJ ?: O U = o � IL Z � O N w LL \W\ LL SUBMITTAL DATES ISSUED FOR 04-19-2077 BID SET RALSTON CREEK CROSS SECTIONS CONFLUENCE PROJECT NO 15100 "100 -80 -60 -40 -20 0 20 40 60 80 650 -�- 648 646 644 Q fi42 a_ 640 -! 638---=- - 636 .. __..-...,. 634 --.-I-_..._.____ 632 -- 630 628 626 -100 -80 650 648 646 644 642 640 636 636 634 632 630 626 r 6261-_ fi24 656 648 646 544 642 640 638 636 634 632 630 628 626 624 100 628 626 -60 -40 -20 0 20 40 60 80 100 64+50 _._. 650 -100 -80 4/15/2017 11:20:48 AM O:\1OI5D1I1\CAD\Dwqs\X\n8.dwg -60 -40 -20 0 20 40 60 1 RALSTON CREEK CROSS SECTIONS 2' SCALE: I- - 'N1, INNUZ. 1 C Wlf. 648 646 644 642 640 638 636 634 632 630 628 626 80 100 --IL 1011 APR 10 PF CITY Cl I 10'WIA CITY I conFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 00 NO STREET SE, SUITE 1M CEDAR RAPID6. IA 52401 �f PH: 318409.5401 �,1�iGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319,UTA000 CONTACT: AARON GWINNUP Y Q a_ rv/ V Z .r-�_ PROPOSED RADE T _ (M U I -100 -80 4/15/2017 11:20:48 AM O:\1OI5D1I1\CAD\Dwqs\X\n8.dwg -60 -40 -20 0 20 40 60 1 RALSTON CREEK CROSS SECTIONS 2' SCALE: I- - 'N1, INNUZ. 1 C Wlf. 648 646 644 642 640 638 636 634 632 630 628 626 80 100 --IL 1011 APR 10 PF CITY Cl I 10'WIA CITY I conFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 00 NO STREET SE, SUITE 1M CEDAR RAPID6. IA 52401 �f PH: 318409.5401 �,1�iGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 319,UTA000 CONTACT: AARON GWINNUP Y Q a_ rv/ V Z (M U I w �O U LL U =o d Z H O LL Lu LL SUBMITTAL DATES ISSUED FOR 04-18-7A17 BID SETES RALSTON CREEK CROSS SECTIONS CONFLUENCE PROJECT NO: 15IN X28 650 848 646 8K 642 640 638 63E 634 632 630 628 626 n. 648 646 644 642 640 638 636 634 632 630 628 626 624 - -100 e626 624 -80 -60 -40 -20 0 20 40 60 60 100 646 .... -- _— __ - 646 844..644 —_ 842 ._ - _.. - — -t�.— 642 640 1 _ EXISPNG GRADE 640 ...._ _. _ ____ 638 836 _. .. � - _ - - 636 634 PROPOSED GRADE - _ 634 632 _.- __..__ ___ ___ 632 630 - -- 630 628 - -- 628 626 - - -- � 626 624 624 100 -80 -60 -40 -20 0 20 40 60 80 100 RALSTON CREEK CROSS SECTIONS 0 m• 0 4/15/2017 11:20:4711:20:47 AM a 0:\10150111\CAD\Dwgs\X\X29.8wg SCALE: FILED 2017 APR 13 AN 9* CITY CLEPN, IMIA CITY, ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH'. 319,4095001 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART WJE SW PK 319.BH.4000 CONTACT: AARON GWINNUP RIO 'id SUBMITTAL DATES ISSUED FOR 11 —10 M-18-2017 BID SET RALSTON CREEK CROSS SECTIONS CONFLUENCE PROJECT NO: 15IN X29 4/15/2017 11:20:08 AM 0:\10150111\CAO\Dwga\X\X30.dwg 646 644 _.-�-- _4- 642 640 638------ ---- --_ 636 - 634 632 -. _.. _. .--.-_..... 630 - 628 _ 62fi ._....____ 624 -100 -80 -----------------------�-- - PROPOSED GRADE 646 FILED 644 642 _- --'640 2011 APR 13 AM 9: 52 --' 638 CITY CLERK pp _- 636 1()WA CIT YF IU1IA 634 632 630 628 626 624 100 20 40 60 80 626 1__W -100 -80 -60 -40 -20 0 20 40 60 80 67+50 624 -100 -80 -60 -W -20 p 20 40 60 1 RALSTON CREEK CROSS SECTIONS a 20 a e scue:� ,� 646 644 642 640 638 636 634 632 630 628 10026 644 T�--542 �I-4— -r- 640 =I- ---- -_-638 j 636 634 --- 632 630 628 626 624 80 100 ConFLUEII LANDSCAPE ARCHITECT CONFLUENCE M 2ND STREET SE. SURE 104 CEDAR RAPIDS, IA 52401 PH: 3184095401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH: 318.841 LOW CONTACT: AARONGPANNUP Y Q n U7 C7 Z � Ur^) U VJ O cf) O LL U = o a Z � O N� LL LU I..L SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RALSTON CREEK CROSS SECTIONS CONFLUENCE PROJECT ND: 151W X30 4/15/2017 11:20:32 AM 0:\10180111\DAO\Dwgs\X\X31.awq 644 642 640 638 636 634 632 630 628 626 624 -100 68+00 -80 -80 -40 -20 0 20 40 60 80 644 642 640 -- 638 _..._.. 636 634 632 628 626 324 -100 -80 ------------------ -60 -40 6.. FILED 642 640 2011 APR 13 AH 9: 53 636 CITY CLERK 636 10`,7A CITY,101,'I'A 634 632 630 628 626 624 100 68+50 _ 644 EXISTING GRADE �- I--z�..- 642 640 -- --_ _ -_- _.--- ----- --� -_ _-.T- 638 PROPOSED GRADE 636 _.. 634 632 630 628 626 624 -20 0 20 40 60 80 100 624 -100 -80 -60 -40 -20 0 20 40 60 80 1 RALSTON CREEK CROSS SECTIONS 6C4L£: 1 . 20' NOIU2. 1' 4"hRf. 648 646 644 642 640 638 636 634 632 630 628 626 624 100 COnFLUEn LANDSCAPE ARCHITECT CONFLUENCE 00 2ND STREET SE, Sul 104 CEDAR RAPIDS. IA 52401 PH'. 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 8710 EARHART LANE SW PH'. 318.1 1 A000 CONTACT:AARONGNANNUP prd IL V Z r U r O LLI 3� O U = o � a F Z O 1w 4.L \W -/ SUBMITTAL DATES ISSUED FOR 04-18-2017 BID SET RALSTON CREEK CROSS SECTIONS CONFLUENCE PRWECT NO: 15108 X31 4/15/2017 11:20:26 AIA O:\10150111\CAD\Dw9a\X\X32.ew9 EXISTING GRADE ---_-- PROPOSED GRADE m —20 0 20 40 60 80 646 644 642 640 636 634 632 630 628 626 624 622100 60 650 648 646 FILE) 644 g'?I1 APR 1 a Ali S- 5' _ _ 640 636 CITYCLERK LERK 636 !0VA CITY, IU}H 634 632 630 628 626 100 646 644 642 640 635 636 634 632 63D 628 626 10024 -80 -60 -40 -20 0 20 40 60 80 1 RALSTON CREEK CROSS SECTIONS a 20• a c 6CNF: T 646 644 642 640 638 636 634 632 630 628 626 624 622 100 conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 1M CEDAR RAPIDS, IA 52401 PH- 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 6710 EARHART UJJE SW PH: 319.1414000 CONTACT: AARON GWINNUP Y R, — Q 632 In /U) V 630 Z 628 MU vI 626 V) O 624 U =o a -100 -80 -60 -40 -20 0 20 40 60 646 644 642 640 636 634 632 630 628 626 624 622100 60 650 648 646 FILE) 644 g'?I1 APR 1 a Ali S- 5' _ _ 640 636 CITYCLERK LERK 636 !0VA CITY, IU}H 634 632 630 628 626 100 646 644 642 640 635 636 634 632 63D 628 626 10024 -80 -60 -40 -20 0 20 40 60 80 1 RALSTON CREEK CROSS SECTIONS a 20• a c 6CNF: T 646 644 642 640 638 636 634 632 630 628 626 624 622 100 conFLUEnCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 1M CEDAR RAPIDS, IA 52401 PH- 319 409 5401 HRGreen CIVIL ENGINEER HR GREEN INC. 6710 EARHART UJJE SW PH: 319.1414000 CONTACT: AARON GWINNUP Y R, Q In /U) V Z MU vI V) O U =o a 10- Z 0 LL LL ry Lu L.L SUBMITTAL DATES ISSUED FOR 0-18-2017 BID SET RALSTON CREEK CROSS SECTIONS CONFLUENCE PROJECT NO: 15100 X32 4/15/2017 11:20:30 AM 0:\10150111\CPD\0wgs\X\X33.Ewg 650 648 646 644 642 640 638 636 634 632 630 628 626 624 622 620 -100 -- -- _- 650 : 644 642 636 634 � 632 630 71+00 « EXISTING GRACE- 628 626 \ _ 624 622 620 -100 80 -60 -40 -20 0 2 40 RALSTON CREEK CROSS SECTIONS w 0 4- SCAl i• - i0' HOPoS. 1• - 4. .. - fi50 -�fi48 646 644 -----_642 640 ---638 636 634 632 630 628 626 624 622 620 100 CD f p� g: 53 CLERK ConFLUEn LANDSCAPE ARCHITECT CONFLUENCE 900 21,1D STREET SE, SUITE 109 CEDAR RAPIDS, IA 52401 PH'. 919 409 5401 H RGreen CIVIL ENGINEER HR GREEN INC. 9710 EARHART LANE SW PH: 319&11.4000 CONTACT: AARON G WINNUP '/ SUBMITTAL DATES OF— ISSUED FOR 01-18-2017 BID SEf LL R'6.11 RE—VED FOFv— RALSTON CREEK CROSS SECTIONS CONFLUENCE X3 3� S D U B U Q U E CONCRETE WASHOUT C C -7::])j C T,__ TYPE 1C RECP AND SEEMING y =R C� w GI LBE RT STREET r CO C P TI 4/15/2017 11:20:32 AM 0:\/0150111\CAD\Dwy,\Z\Zt.dwg I EROSION CONTROL MASS GRADING SCALE: Y - 80' B�NW..q.Bv�i®pR+ I� INrs17=— "� •��� .�J Io 1. R EFERENCE SWPPP FOR MORE ON REGARDING EROS ION CL 2. INLET PROTECTION M BE PROVIDED FOR (( ISfI(16-,WDE$LSi -PROPOSEDRY INFAI(6. IF (( A •W81Rk`RIAND ENTER CSTREETS, PUCE STABILIZED CONSTRUCTION ENTRANCE BETWETSM I MUDDY WORK AREA ANO CITY STREET. 011_ 53 ( 0 0 FAGS ON ONiROL 000 HO Ic EEPING 0 ' 0 _OEMOUiON AND GRADING PHASE PERMEEANEORSIGNCONTROLS MUST BE p PGCFUNCTIONING PRIOR LAND -DISTURBING ACTIVITIES. 2. CONSTRUCTION MONITORED MROPXIT/ENTRAJiCE MUST BE RDP FUNCTION A MATERIAL. oc rtvwcu nnn 3. ADJACENT PAVEMENT MUST BE SWEPT ONLY. I I © 00 4. TRASH MUST BE PICKED UP DAILY. I p FINISHED PAVEMENT PHASE 1. CONSTRUCTION EMANTRANCE MUST BE I 0 MONITORED FOR PROPER FUNCTION AT I 0 ALL TIMES. WHEN NAF OF THE ROCK / p SURFACE BECOMES FWLED. OR IF TRACK -CUT 0 IS NOT BEING PREVENTED. © 0 0 THE ROCK MUST BE RI WITH CLEAN MATERIAL - 0 2. PAVEMENT MUST BE SWEPT DAILY. p 3. NIGH FLOW INLET PROTECTION MUST REMNN IN PLACE UNTIL ENTIRE UPHILL 0 AREA IS FINAL. STABILIZED. / 0 ® 4. TRASH MUST BE PICKED UP DAILY. p CONSTRUCTION STORMWATER CONTROLS IS1. ALL FOREIGN MATERML. MUST BE / 8 PREVENTM FROM ENTERING RALSTON CREEK THE IOWA RIVES, EXISTING AND PROPOSED STORM SEWER INLETS. 2. INSTALL. AND MAINTAIN 12 INCH / DIAMETER FILTER SOCICS AT THE TOE OF 0 FRESH SLOPES, HIGH FLOW TRE INLET PROTECTION IS REQUIRED FOR ALL EXISTING AND PROPOSED INLETS. LEAVE 0 PROTECTION IN PLACE UNTIL CONSTRUCTION IS COMPLETE. REPLACE ANY DAMAGED OR NON-FUNCTIONING INLET PROTECTION IMMEDIATELY. ON DO NOT ALLOW ANYTHING OTHER THAN CLEAN, f CLEAR WATER INTO THE EXISTING STORM \ SEWER INLETSON ON KIROJECT AVENUE. NEWLY CRM, ON TIME PROJECT SITE, RALSTON MAY R U THE IOWA RIVER. CHARGE ELSE MAY RESULT IN AN ILLICIT DISCHARGE CITATION. LEGEND HYDROSEED TEMP SEED IN MULCH BONDED TIBER MATRIX TYPE 1C RECP AND SEEDING SILT PENCE MULCH SOCK -0 ORMGE CONSTRUCTION FENCE INLET PROTECTION ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 1N CEDAR RAPIDS, IA 52401 PH'. 319409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 0710 EARHART LANE SW PH: 318.041 AMD CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FOR a-Te-zon BID SET EROSION CONTROL GRADING PHASE CONFLUENCE PROJECT NO 151M Z1 i W _=1NLEr PROTECTION S CLI NEON ST 1 INLET PROTECTION w W YPE 1: s AND w STAGING AREA i w ` SLOPE MIT� i// l• P,. .W.W. .. r INLET PROTECTION IBI W f� 1 wi I tr ! w/ ♦ ♦ ♦ w v, r \ 1 \ . SLOPE EROSION MLT PENCE P TI 4/15/2017 11:20:32 AM 0:\/0150111\CAD\Dwy,\Z\Zt.dwg I EROSION CONTROL MASS GRADING SCALE: Y - 80' B�NW..q.Bv�i®pR+ I� INrs17=— "� •��� .�J Io 1. R EFERENCE SWPPP FOR MORE ON REGARDING EROS ION CL 2. INLET PROTECTION M BE PROVIDED FOR (( ISfI(16-,WDE$LSi -PROPOSEDRY INFAI(6. IF (( A •W81Rk`RIAND ENTER CSTREETS, PUCE STABILIZED CONSTRUCTION ENTRANCE BETWETSM I MUDDY WORK AREA ANO CITY STREET. 011_ 53 ( 0 0 FAGS ON ONiROL 000 HO Ic EEPING 0 ' 0 _OEMOUiON AND GRADING PHASE PERMEEANEORSIGNCONTROLS MUST BE p PGCFUNCTIONING PRIOR LAND -DISTURBING ACTIVITIES. 2. CONSTRUCTION MONITORED MROPXIT/ENTRAJiCE MUST BE RDP FUNCTION A MATERIAL. oc rtvwcu nnn 3. ADJACENT PAVEMENT MUST BE SWEPT ONLY. I I © 00 4. TRASH MUST BE PICKED UP DAILY. I p FINISHED PAVEMENT PHASE 1. CONSTRUCTION EMANTRANCE MUST BE I 0 MONITORED FOR PROPER FUNCTION AT I 0 ALL TIMES. WHEN NAF OF THE ROCK / p SURFACE BECOMES FWLED. OR IF TRACK -CUT 0 IS NOT BEING PREVENTED. © 0 0 THE ROCK MUST BE RI WITH CLEAN MATERIAL - 0 2. PAVEMENT MUST BE SWEPT DAILY. p 3. NIGH FLOW INLET PROTECTION MUST REMNN IN PLACE UNTIL ENTIRE UPHILL 0 AREA IS FINAL. STABILIZED. / 0 ® 4. TRASH MUST BE PICKED UP DAILY. p CONSTRUCTION STORMWATER CONTROLS IS1. ALL FOREIGN MATERML. MUST BE / 8 PREVENTM FROM ENTERING RALSTON CREEK THE IOWA RIVES, EXISTING AND PROPOSED STORM SEWER INLETS. 2. INSTALL. AND MAINTAIN 12 INCH / DIAMETER FILTER SOCICS AT THE TOE OF 0 FRESH SLOPES, HIGH FLOW TRE INLET PROTECTION IS REQUIRED FOR ALL EXISTING AND PROPOSED INLETS. LEAVE 0 PROTECTION IN PLACE UNTIL CONSTRUCTION IS COMPLETE. REPLACE ANY DAMAGED OR NON-FUNCTIONING INLET PROTECTION IMMEDIATELY. ON DO NOT ALLOW ANYTHING OTHER THAN CLEAN, f CLEAR WATER INTO THE EXISTING STORM \ SEWER INLETSON ON KIROJECT AVENUE. NEWLY CRM, ON TIME PROJECT SITE, RALSTON MAY R U THE IOWA RIVER. CHARGE ELSE MAY RESULT IN AN ILLICIT DISCHARGE CITATION. LEGEND HYDROSEED TEMP SEED IN MULCH BONDED TIBER MATRIX TYPE 1C RECP AND SEEDING SILT PENCE MULCH SOCK -0 ORMGE CONSTRUCTION FENCE INLET PROTECTION ConFLUEf10E LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 1N CEDAR RAPIDS, IA 52401 PH'. 319409.5401 HRGreen CIVIL ENGINEER HR GREEN INC. 0710 EARHART LANE SW PH: 318.041 AMD CONTACT: AARON GWINNUP SUBMITTAL DATES ISSUED FOR a-Te-zon BID SET EROSION CONTROL GRADING PHASE CONFLUENCE PROJECT NO 151M Z1 S D U B U Q U E CONCRETE _- -� INLETPROTECTION S CLINTON S 1• 4/15/2017 11:20:04 AM 0:\10150111\CAD\Dwgs\Z\Z2.dwg SLOPE EROSION SILT FENCE INLET M: 41 RALST a\.4EIL \OwA �wl,,1s0001#iia 1 EROSION CONTROL — UTILITIES AND PAVING � it SCALE: 1' a 1b' LEGEND SILT FENCE MULCH SOCK ORANGE CONSTRUCTION FENCE INLET PROTECTION ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH: 3194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 9710 EARHARTIANESW PH: 319841.40W � aQgs 1. REFERENCE SNOOP FOR MORE INFORMATION REGARDING EROSION 01 LBERT STREET 10� CONTROL ate/� 2. INLET PROTECTION TO BE PROVIDED FOR AL EASTING AND PROPOSED INTAKES. CH E • I Fri 3. IF CONSTRUCTION VEHICLES EXIT MUDDY WORK AREAS AND ENTER CRY STREETS. 'PLACE SOMBI 17 CONSTRUCTION Z 1 i9R4_ C; JRANC BETWEEN MUDDY WORK AREA m SWEET, I y, KTQ .I > / > �I �i OGMGL ION AND GRADING PHASE / hV 1. PEDOMETER EROSION CONTROLS MUST BE O IN PLACE AND FUNCTIONING PRIOR TO / LWD-DISTURBING ACTIVITIES.© 2. CONSTRUCTION EWIENTRANCE MUSTE MONTIDRED FOR PROPER AT \ ALL TIMES. WHEN HALF OF THE ROCK SURFACE BECOMES FOULED, OR IF INLET PROTECTION TRACK -OUT IS NOT BEING PREVENTED. /I I THE HOCK MUST BE REPLACED WITH CLEAR MATERIAL 0 3. ADJACENT PAVEMENT MUST BE SWEPT DALY. / I C TRASH MUST BE PICKED UP DAILY. O D O FINISHED PAVEMENT PHASE / 0 1. CONSTRUCTION EW/ENTRANCE MUST BE I / TIME. FOR PROPER FUNCTION AT / I R ALL THE ROCK 0 0 ALL TIMES. WHEN HALF FOULED. SURFACE BECTIS N OBENDPREVENTED, IF BEND TRAI/ I 0 WEROCKMUST BE WITH 0 CLEAN MATERIAL 0 D 0 2. PAVEMENT MUST BE SWEPT DAILY. 3. HIGH INLETPROTECTION 0 REMAIN IN E UNTIL ENTIRE UPHILL 0 AREA IS FINAL STARIUZED. - / 0 4. TRASH MUST BE PICKED UP DAILY. 0 CONSTRUCTION STORMWATER CONTROLS 0 LL 1. AFOREIGN MATERIAL MUST BE x , PREVENTED FROM ENTERING RALSTON CREEK. THE IOWA RIVER. E%ISTING AND R1 PROPOSED STORM SEWER INLETS. 2. INSTAL AND MANTAN 12 INCH DIAMETER FILTER SOCKS AT THE TOE OF \ / FRESH SLOPES. HIGH FLOW TYPE INLET PROTECTION IS REQUIRED FOR ALL 0 E305TING AND PROPOSED INLETS LEAVE PROTECTION IN PUCE UNTIL / 0 CONSIRUCTION IS COMPLETE REPLACE ANY DAMAGED OR NON-FUNCTIONING / INLET PROTECTION IMMEDIATELY. GO NOT ALLOW ANYTHING OTHER THAN CLEAN. CLEAR WATER INTO THE E)OS11NG STORM INLET PROTECTION SERER INLETS ON KIRKWOOD AVENUE. NEWLY CREEK, YRU WE IOWA RIVER. CHAiGANYTHING ELSE RESULT IN AN IWCR DISCWACE CRA �wl,,1s0001#iia 1 EROSION CONTROL — UTILITIES AND PAVING � it SCALE: 1' a 1b' LEGEND SILT FENCE MULCH SOCK ORANGE CONSTRUCTION FENCE INLET PROTECTION ConFLUMCE LANDSCAPE ARCHITECT CONFLUENCE 9002ND STREET SE, SUITE 104 CEDAR RAPIDS, IA 52401 PH: 3194095401 HRGreen CIVIL ENGINEER HR GREEN INC. 9710 EARHARTIANESW PH: 319841.40W SUBMITTAL DATES ISSUED FOR 04-18-2017 (31D SEf EROSION CONTROL PAVING PHASE CONFLUENCE PROJECT NO: 15108 Z2 LL ate/� / rU) V Z U O N ; O U o a NZ LL LL Lu SUBMITTAL DATES ISSUED FOR 04-18-2017 (31D SEf EROSION CONTROL PAVING PHASE CONFLUENCE PROJECT NO: 15108 Z2 Prepared by: Ben Clark, Sr. Civil Engineer, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5140 RESOLUTION NO. 17-121 RESOLUTION SETTING A PUBLIC HEARING ON MAY 2, 2017 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE RIVERFRONT CROSSINGS PARK, PHASE 1 PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. WHEREAS, funds for this project are available in the Park at Site of North WWT Plant account #R4185 and North Wastewater Plant Demolition account #V3142. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 2nd day of May, 2017, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 18th day of April / 2017. MAYOR O Approved by ATTEST: v4.o 4, DEFY CI CLERK City Attorney's Office Resolution No. 17-121 Page 2 It was moved by Botchway and seconded by Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: ABSTAIN: Dickens the Botchway Cole Dickens Mims Taylor Thomas Throgmorton AFFIDAVIT OF PUBLICATION State of Iowa County of Johnson, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0002081332 4/24/17 04/24/17 $43.13 Copy of Advertisement Exhibit "A" Subscribed a sworn toeffle me by said affiant this 26th day of Aoril. 2017 Cary Public in and for State of Iowa ii1'r1Vr'LMM [-lVUV:I t VIN r COMMISSION NO. 763956 * \ MY COMMISSION EXPIRES V NOTICE OF PUBLIC HEARING ON OF notice is hereby given City Council of the City of :y Iowa, will conduct a nearingg on plans, ions, _ form of contract PARK - PHASE I d city at 7:00 p.m. on of May 2017, said held in the Emma J. in the City Hall, 410 i Street in said city, sting is cancelled, at eeting of the City kher as posted by the This project , inc preparation, site 4 improvements for located at site Street, Iowa City, work includes ea ent of Ralston ( of the Iowa Riv ition of an off - construction c trails; construction :ed -'site eject es for access Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by a; iere intsted persons. ny interested persons may earatsaid meeting of the City ncil for the purpose of making objections to and comments concerning said plans specifications, contract or the coat or making said improvement. This notice is given by order of the City Council of the City of IIoowaa City, Iowa and as provided by JULIEVOPARIL DEPUTY CITY CLERK Qy a 1-0Z Prepared by: Ben Clark, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5436 RESOLUTION NO. 17-147 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF AGREEMENT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE RIVERFRONT CROSSINGS PARK, PHASE 1 PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO POST NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and WHEREAS, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and WHEREAS, funds for this project are available in the Park at Site of North WWT Plant account #R4185 and North Wastewater Plant Demolition account #V3142. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 3:00 p.m. on the 30th day of May, 2017. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 6'h day of June, 2017, or at a special meeting called for that purpose. Passed and approved this 2nd day of May / '20 17 L M OR ATTEST: DEP05CITY CLERK City Attorney's Office Resolution No. 17-147 Page 2 It was moved by Mims and seconded by Botchway the Resolution be adopted, and upon roll call there were: AYES: NAYS: x x X x x x ABSENT: x ABSTAIN: Botchway Cole Dickens Mims Taylor Thomas Throgmorton Julie Voparil From: Cindy Adams <CAdams@mbionline.com> Sent: Thursday, May 04, 2017 4:03 PM To: Julie Voparil Subject: Certificate for Notice to Bidders Attachments: 5.4.17 Notice To Bidders.pdf Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network ("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned, the duly qualified and acting President / CEO of the CU Network, and that as such President / CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Iowa City - Davenport Brick Street Reconstruction Iowa City - Riverfront Crossing Park, Phase 1 Iowa City - Burlington Clinton Street Intersection Improvements Iowa City - City Park Cabin Restoration A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): Mav 4, 2017 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. May 4, 2017 11 " Date President/CEO of The Construction Update Plan Room Network Cindy Adams — Project Information Specialist Master Builders of Iowa 221 Park Street Des Moines, Iowa 50309 Phone: 515-288-7339 Fax: 515-288-8718 (e) mbiplanroom-dsm@mbionline.com www.mbionline.com Project Information r Follow us on Social Medial KIracebacebook RECEIViii) Post 5/3 MAY 0 3 2017 NOTICE TO BIDDERS RIVERFRONT CROSSINGS PARK— PHASE I PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 30'' day of Mav. 2017. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 6P day of June, 2017, or at special meeting called for that purpose. The Project will Involve the following: Generally, preparation, site clearing and site improvements for a wetland park located at site at 1001 Clinton Street, Iowa City, Iowa. Scope of work includes earth moving and associated work for the realignment of Ralston Creek, a tributary of the Iowa River, and the creation of an off -channel wetland; construction of hard surface trails; construction of two pedestrian crossings over the creek; seeding; planting; and other related site construction. This project will include add -alternates for construction of vehicular access road; parking lot; and nature play area as indicated in the Plan Documents. All work is to be done in strict compliance with the plans and specifications prepared by Confluence of Cedar Rapids, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract Within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five years U year(s) from and after its completion and formal acceptance by the City Council. AF -1 The following limitations shall apply to this Project: Working Days: Base Bid: 160 Working Days Alternate No. 1: Add 10 Additional Working Days Alternate No. 2: Add 33 Additional Working Days Alternate No. 3: Add 10 Additional Working Days Alternate No. 4: Add 20 Additional Working Days Specified Start Date: June 26, 2017 Liquidated Damages: $500.00 (Five Hundred Dollars) per day Bidders are encouraged to Log On and register as a plan holder for this project at www.raoidsrepro.com. Once bidder has completed registration, add www.rapidsrepro.com to company list of safe URL's. Once bidders have registered and logged on, bidders can access bidding documents at no charge. Bidding documents may be downloaded, viewed and printed from the website, www.rapidsrepro.com. Addenda and other project communications will be distributed to plan holders from Rapids Reproductions. Hard copies of the Bidding Documents may be obtained from: Rapids Reproduction, Inc., 415 Highland Ave. Iowa City, IA 52240, Phone: (319) 354-5950, FAX: (319) 354-8973. E-mail iowacityCcbrapidsrepro.com. Refundable deposit in the amount of $50 is required for all hard copy sets. Plans must be returned in good order within 10 working days from date of bid letting to receive deposits back. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be ob- tained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. JULIE VOPARIL, DEPUTY CITY CLERK AF -2 A,ro,Lo IOWA LEAGUE QfCITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Notice to Bidders - Riverfront Crossings Park - Phase 1 Project Classified ID: 103255 A printed copy of which is attached and made part of this certificate, provided on 05/03/2017 to be posted on the Iowa League of Cities' intemet site on the following date: Max 3, 2017 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 5/3/2017 olc,-, W,-kur Alan Kemp, Executive Director Post 5/3 NOTICE TO BIDDERS RIVERFRONT CROSSINGS PARK — PHASE I PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 30"' day of May. 2017. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 6t' day of June, 2017, or at special meeting called for that purpose. The Project will involve the following: Generally, preparation, site clearing and site improvements for a wetland park located at site at 1001 Clinton Street, Iowa City, Iowa. Scope of work includes earth moving and associated work for the realignment of Ralston Creek, a tributary of the Iowa River, and the creation of an off -channel wetland; construction of hard surface trails; construction of two pedestrian crossings over the creek; seeding; planting; and other related site construction. This project will include add-altemates for construction of vehicular access road; parking lot; and nature play area as indicated in the Plan Documents. All work is to be done in strict compliance with the plans and specifications prepared by Confluence of Cedar Rapids, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five years (5) year(s) from and after its completion and formal acceptance by the City Council. AF -1 The following limitations shall apply to this Project: Working Days: Base Bid: 160 Working Days Alternate No. 1: Add 10 Additional Working Days Alternate No. 2: Add 33 Additional Working Days Alternate No. 3: Add 10 Additional Working Days Alternate No. 4: Add 20 Additional Working Days Specified Start Date: June 26, 2017 Liquidated Damages: $500.00 (Five Hundred Dollars) per day Bidders are encouraged to Log On and register as a plan holder for this project at www.rapidsrepro.com. Once bidder has completed registration, add www.rapidsrepro.com to company list of safe URLs. Once bidders have registered and logged on, bidders can access bidding documents at no charge. Bidding documents may be downloaded, viewed and printed from the website, www.rapidsrepro.com. Addenda and other project communications will be distributed to plan holders from Rapids Reproductions. Hard copies of the Bidding Documents may be obtained from: Rapids Reproduction, Inc., 415 Highland Ave. Iowa City, IA 52240, Phone: (319) 354-5950, FAX: (319) 354-8973. E-mail iowacitvCcDrapidsrepro.com. Refundable deposit in the amount of $50 is required for all hard copy sets. Plans must be returned in good order within 10 working days from date of bid letting to receive deposits back. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be ob- tained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. JULIE VOPARIL, DEPUTY CITY CLERK AF -2 Prepared by: Jason Havel, City Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5410 Resolution No. 17-194 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Riverfront Crossings Park, Phase 1 Project Whereas, Peterson Contractors, Inc. of Reinbeck, Iowa has submitted the lowest responsible bid of $2,988,693.14 for construction of the above-named project; and Whereas, the bid includes the base bid and Alternates #1 and #2; and Whereas, funds for this project are available in the Park at Site of North WWT Plant account #R4185 and North Wastewater Plant Demolition account #V3142. Whereas, the City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above- named project. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The contract for the construction of the above-named project for the base bid plus Alternates #1 and #2 is hereby awarded to Peterson Contractors, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign the contract for construction of the above-named project and the Contractor's Bond, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 6th day of June , 2017. Ma or r7r�- ATTE • t (,-/-1-7 Ci y Clerk 6r City Attorney's Office It was moved by trims and seconded by Botchway the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Botchway X Cole X Dickens X Mims X Taylor X Thomas X Throgmorton w / Bond No. 106721765 PERFORMANCE AND PAYMENT BOND Peterson Contractors, Inc. _ , as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and Travelers casualty and surety company of Amerfca (insert the legal title of the Surety) One Tower square, Hartford, CT 06183 , as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter 0 called the Owner, in the amount of Two Million Nine Hundred Eighty Eight Thou nd Six-*Rundred Ninety Three and 141100 Dollars ($2,988,693.14) for the payment for which Coni'; r a@ Sure ty° hereby bind themselves, their heirs, executors, administrators, successors ani�<I$ ig% joinfy r— rn and severally. = =) w WHEREAS, Contractor has, as of Sur'b I " ' ,I)f —?,entered into- s (date) (%I:,- written %I:" written Agreement with Owner for Riverfront Crossings Park — Phase 1 Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by , which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. , A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determine - tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not PB -i exceeding the amount set forth In the first paragraph hereof. The term 'balance of the Contract Price," as used in this paragraph, shall, mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall.be obligated to keep the improvements covered by this bond in good repair for a period of Five 5 years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or N corporations having contracts directly with the Principal, including any of Princip-Es subditrac- tors, all claims due them for labor performed or materials furnished in the perk" nck�of the -r, Agreement for whose benefit this bond is given. The provisions of Chapter 573, C&Vemf Imua, are -+1 a part of this bond to the same extent as if it were expressly set out herein. fir"- c.) r� r,7 -2 M e:) .> SIGNED AND SEALED THIS3I �h DAY OF �N►J 2017 IN THE PRESENCE OF: Witness co„,z,e a.\keri5 r a.t ��� U Witness Cindy Bennett lim Peterson Coaractors, Inc. Q-aV-&Vkk Q. Itl T v Casual ty Company of America iI(I (Sure y) Dione R. Young, Attorney-in-fact (Title) ---- — Holmes, Murphy and Associates, LLC P.O. Box 9207 (Street) Des Moines, IA 50306-9207 (City, State, Zip) (515) 223-6800 (Phone) I TRAVELERS'r Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company Attorney -In -Fact No. 231471 POWER OF ATTORNEY St. Paul Mercury Insurance Company Travelers Casualty and Surety Company ^, Travelers Casualty and Surety Company of America= United States Fidelity and Guaranty Corany —r c. 3a'� Z c'a -G _"^{ C7 C.J Surety Bond No. or Project Description: Principal: Peterson Contractors, Inc. Q 106721765 Obligee: City of Iowa City :.J1 N KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Craig E. Hansen, Jay D. Freiermuth, Brian M. Deimerly, Cindy Bennett, Anne Crowner, Tim McCulloh, Stacy Venn, Shirley S. Bartenhagen, and Dione R. Young of the City of West Des Moines State of Iowa, their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this 24th day of October, 2016. Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company "(--, _' cw,ya(tSD_ Ir.Wr�.f},.p q �>7 c°7195�ia� '�.FS 8{e a p State of Connecticut J By City of Hartford ss. . Robert L. Raney, Senior Vice President On this the 24th day of October, 2016, before me personally appeared Robert L. Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021. p.T", TAP °6BLr0s Mane C. Tetreault, Notary Public '�NECCF' n This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of , 2017 Kevin E. Hughes, Assistant Secretary rt 1977i6i1'JiF ', �{�✓",�f GM-oo To verify the authenticity of this Power ofAttomey, calf 1-800-421-3880 or contact us at www.traveiersbond.com. Please refer to the Attomey-In-FBct number, the above-namedindividuais and the details of the bond to which the power is attached. . C., � W o� c� cry- ,e [7 CD r Q N Prepared by: Ben Clark, Senior Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5436 Resolution No. 19-287 Resolution accepting the work for the Riverfront Crossings Park, Phase 1 Project Whereas, the Engineering Division has recommended that the work for construction of the Riverfront Crossings Park Phase 1 Project, as included in a contract between the City of Iowa City and Peterson Contractors, Inc. of Reinbeck, Iowa, dated June 13, 2017, be accepted; and Whereas, the Engineers Report and the performance and payment bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Park at Site of North W WT Plant account #R4185 and North Wastewater Plant Demolition account #V3142; and Whereas, the final contract price is $2,791,946.96. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 3rd day of December Attest: A—,g IaL City Jerk It was moved by trims adopted, and upon roll call there were: Ayes: 014 2019 Approved by _17— City Attorney's Office and seconded by salih the Resolution be Nays: Absent: Cole Mims Salih Taylor Teague Thomas Throgmorton 6,n M4 6r Approved by _17— City Attorney's Office and seconded by salih the Resolution be Nays: Absent: Cole Mims Salih Taylor Teague Thomas Throgmorton 6,n