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HomeMy WebLinkAboutSYCAMORE ST IMPROV/CITY LIMITS TO S GILBERT/PH1/2014SYCAMORE ST IMPROVEMENTS/ CITY LIMITS TO SOUTH GILBERT ST/PHASE 1 2014 SYCAMORE ST IMPROVEMENTS/ CITY LIMITS TO SOUTH GILBERT ST/PHASE 1 2014 13 -Jun -2014 Notice of Intent to acquire property rights. 01 -Jul -2014 Notice of Public Hearing on intent to proceed with a public improvement project 15 -Jul -2014 Res 14-224, declaring the City's intent to proceed with plan 6 -Jan -2015 Plans, specs, proposal and contract 06 -Jan -2015 Res 15-4, setting a public hearing 12 -Jan -2015 Notice of public hearing 20 -Jan -2015 Res 15-17, approving plans, specs, form of contract and estimate of cost. 27 -Jan -2015 Notice to Bidders 9 -Mar -2015 Public Notice of Storm Water Discharge. 23 -Mar -2015 Res 15-80, awarding contract (Metro Pavers) 31 -Mar -2015 Form of agreement, Form of Proposal 6 -Dec -2016 Res 16-334, accepting the work. i': / C�, r\ 1 Printer's Fee S U CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 i, r i4', '.1fC OIV , being duly sworn, say that 1 am the legal clerk of the IOWA CITY PRESS -CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper time(e), on the following date(s): 11 � 1►ia Legal Clerk Subscribed and sworn to before me this Dday of Z —75UU Notary Public 'OL RACHELSHALLA `� m� Commission Number 781715 My Commission Expires rwP 12/06/2016 OFFICIAL PUBLICATION NOTICE OF INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAY BE NEEDED FOR THE SYCAMORE STREET - CITY LIMITS TO SOUTH GILBERT ST., PHASE 1 PROJECT TO: Prospect Farms, A General Partnership, 5376 420th St. SE, Iowa City, IA 52240; Maureen Gatens, Andrew Bockenstedt, Caitlin Harrington, et al, 4715 Cantebury Ct., Iowa City,, IA 52245; Barton & Kimberly Haigh, .4236 Sycamore Street, Iowa City, IA .52240, Pamela Rodgers, 4302 Daniel PI. SE, Iowa City, IA 52240; Steve Paulsen, 4303 Daniel PI. SE, Iowa City, IA 52240; Iowa City Community School District, 1725 N Dodge St., Iowa City, IA 52245; Timothy & Kathleen Lynch, 4302 Moira Ave. SE, Iowa City, IA 52240; Ellis Shultz, 4303 Moira Ave. SE, Iowa City, IA 52240; Donna Dasher, 4288 Sycamore St., Iowa City, IA 52240; Makada Development Assoc., 4320 Moira Ave. SE, Iowa City, IA 52240; Timothy Lehman, 4715 Cantebury Cf., Iowa. City, IA 52245; Pleasant Valley LP, 4295 Sycamore St., Iowa City, IA 52240; Pleasant Valley LLP, 1301 S Gilbert St., Iowa City, IA 52240; Ronald Jenn, 4306 Daniel PI. SE, Iowa City, IA 52240; Paul & Becky Kaefring, 4312 Daniel Pl. SE, Iowa City, IA 52240; Vicki Issen, 4316 Daniel PI. SE, Iowa City, IA 52240; Julius Dusterhaft, 4320 Daniel PI. SE, Iowa City, IA 52240; Randy 'Moore, 4322 Daniel PI., BE, Iowa City, IA 52240; Joshua Adam, 4319 Daniel Pl. BE, Iowa City, IA 52240; Tony Klein, 4322 Moira Ave., Iowa City, IA 52240 Chapter 6B of the Iowa Code requires a governmental body which proposes to acquire proper- ty rights under power of eminent domain for a public improvement project to give notice of the project to all agricultural property owners whose properties may be affected and to hold a public hearing. 1. DESCRIPTION OF THE PROJECT. NOTICE IS HEREBY GIVEN to the above -identified agri- cultural property owners that the City Council of the City of Iowa City will consider funding of the site- specific design for the Sycamore Street- City Limits to South Gilbert Street, Phase 1 project making the final selection of the route or site location, or acquiring or condemn- ing property rights, if necessary, required for the project. Said proj- ect Involves reconstruction of Sycamore Street from the south city limit line to Lehman Avenue. The project will also Include inter- section reconstruction at Lehman Avenue, construction of an inter- section at the future McCollister Blvd. crossing, installation of a City fiber ductbank, and installation of a sidewalk along both sides of Sycamore Street. 2. PRIVATE PROPERTY RIGHTS MAY BE ACQUIRED BY NEGOTIATION OR CONDEMNATION. If the above- described project is approved by the City Council, the City may need to acquire property rights for the project improvements. Property rights may include a temporary construction easement, a pemia- nent easement, and/or afee simple parcel (complete ownership). Upon review of the records of the Johnson County Auditor, it appears that portions of properties owned by the above -identified persons may have to be acquired for the project by the methods described above. The City will attempt to purchase the required property by good faith negotiations. If negotia- tions are unsuccessful, the City will condemn those property rights which it determines are necessary far the project. The proposed loca- tion of the above-described public improvement is shown on docu- mentation which is now on file in the office of the City Clerk and available for public viewing. 3. CIN PROCESS TO DECIDE', TO PROCEED WITH THE' - PROJECT AND TO ACQUIRE," PROPERTY RIGHTS; CITY COUNCIL ACTION REQUIRED TO FUND PROJECT. The City has provided funding in its budget for . thisproject, as well as funding to acquire any property rights that-. may be needed for the project. City staff has analyzed the options for, how to proceed with this project and has coordinated project plan- ning with other appropriate agen- cies. The planning has reached the, point where preliminary designs now indicate that certain property, rights may need to be acquired., Any public comment will be con- sidered In preparing the final designs, particularly as private property may be affected. In mak- ing the decision to fund the site-. specific design for the public improvement, to make the final selection of the route or site Iota-' tion, or to acquire or condemn" property rights, if necessary, the City Council is required to hold a public hearing, giving persons interested in the proposed project the opportunity to present their views regarding the decision to fund the site-specific designs for the project, make the final selection of the route or site location, or to acquire or condemn, if necessary, property or an interest in property for the project. The public hearing will be held on the 15th day of July,, - 2014 in the City Council Chambers„ Civic Center, 410 East Washington Street, Iowa City, Iowa, comment- , Ing at 7:00 p.m. or, if cancelled, at . the no t meeting of the City Council thereafter as posted by the City Clerk. In order to fund the site- specific design for the public improvement, to make the final selection of the route or site loca- tion, or to commence the acquisi- CC tion or condemnation of property rights, if necessary, for the above- escribed project, Cory Council will be be required to approve the project and authorize acquisition of private property rights for the project by Council .resolution. The City Council is scheduled to consider adoption of a resolution authorizing acquisition of property rights for the above-described project fol- lowing the public hearing. When an appraisal is required, If the proj- ect is approved by the City Council, an appraiser will determine the compensation to be paid for ease- ments and/or property acquired in fee simple. The City will offer no - less than the appraised value and will attempt to purchase only the ; needed property by good faith' negotiations. If the City is unable to acquire properties needed for the project by negotiation, the City will acquire those property rights by condemnation. 4. CONTACT PERSON If you have any questions concerning the Sycamore Street — City Limits to South Gilbert Street, Phase 1 Project please contact the follow-„ Ing person: Dave Panes, City of - Iowa City, 410 E. Washington - Street, Iowa City, IA 52240, (319)' 356-5145 5. THIS NOTICE IS FOR - INFORMATION ONLY AND IS NOT AN OFFER TO PURCHASE PROPERTY RIGHTS. The City, Council of the City of Iowa City, , Iowa has not yet determined to undertake the above-described project or to acquire property rights for the project. This Notice does X not constitute an offer to purchase property rights. Marian K. Karr City Clerk 'ca000 . June 13, 2014 NOTICE OF PUBLIC HEARING ON INTENT TO PROCEED WITH A PUBLIC IMPROVEMENT PROJECT, AND TO ACQUIRE PROPERTY RIGHTS FOR THE SYCAMORE STREET — CITY LIMITS TO SOUTH GILBERT STREET, PHASE 1 PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS IN 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 conduct a public hearing on its intent to proceed with a public improvement project and to acquire property rights for the Sycamore Street — City Limits to South Gilbert Street, Phase 1 Project in said City at 7:00 p.m. on the 15th day of July, 2014, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Documentation of the proposed location of said improvements is now on file in the office of the City Clerk in 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 intent to proceed with and to acquire property rights for said public improvement project. This notice is given by order of the City Council of the City of Iowa City, Iowa, and as provided by law. MARIAN K. KARR, CITY CLERK Lam_ printerrs Flee $ .s rL ' CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SSI THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 III fro.l f 9 being duly sworn, say that 1 am the legal clerk of the IOWA CITY PRESS-CITIM, a newspaper " published In said county, and that a notice, a printed copy of which is hereto attached, was published in said paper time(s), on the following date(* Subscribed and sworn to before me this day of 201 t/r Notary Public 4pprq(,P RACHELSHALLA o > Commission Number 781715 My Commission Expires rawP 12/06/2016 OFFICIAL PUBLICATION r NOTICE OF PUBLIC HEARING .OMINTENT TO PROCEED WITH A PUBLIC IMPROVEMENT PROJECT, AND TO ACQUIRE PROPERTY RIGHTS FOR THE SYCAMORE STREET- CITY LIMITS TO SOUTH GILBERT STREET, PHASE I PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS IN 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 conduct a public hearing on its intent to proceed with a public improvement project and to acquire property rights for the Sycamore Street - City Umits to South Gilbert Street, Phase 1 Project in said City at 7:00 p.m. on the 15th day of July, 2014, said meeting to be held in the Emma J. Harvat Hall in City Hall In sold City, or If said meeting is cancelled,. at the next meeting of the City Council thereafter as posted by the City Clerk. Documentation of the proposed location of said Improvements is now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any Inter- ested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments can- ceming said intent to proceed with and to acquire property rights for said public Improvement project. This notice Is given by order of the City Council of the City of Iowa City, Iowa, and as provided by law. MARIAN K. KARR, CITY CLERK rcmwm®m July 1, 2014 Prepared by. Dave Panos, Sr. Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 319-356-5145 RESOLUTION NO. 14-224 RESOLUTION DECLARING THE CITY'S INTENT TO PROCEED WITH AND AUTHORIZING THE ACQUISITION OF PROPERTY RIGHTS FOR THE SYCAMORE STREET— CITY LIMITS TO GILBERT STREET, PHASE 1 PROJECT. WHEREAS, notice of public hearing on the City's intent to proceed with a public improvement project and to acquire property rights for the above-named project was given as required by law, and the hearing thereon held; and WHEREAS, the City of Iowa City desires to construct the Sycamore Street—City Limits to South Gilbert Street, Phase 1 Project ("Project') which includes the reconstruction of Sycamore Street from the south Iowa City limits to Lehman Avenue; and WHEREAS, the City Council has determined that construction of the Project is a valid public purpose under State and Federal law, and has further determined that acquisition of certain property rights is necessary for the proposed project; and WHEREAS, City staff should be authorized to acquire necessary property rights at the best overall price to the City; and WHEREAS, funds for this project are available in the Sycamore Street—City Limits to S. Gilbert Street account#S3931. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. It is the City's intent to proceed with the Sycamore Street—City Limits to South Gilbert Street, Phase 1 Project. 2. The City Council finds that it is in the public interest to acquire property rights necessary for the construction of the Sycamore Street — City Limits to South Gilbert Street, Phase 1 Project ("Project") which Project constitutes a public improvement under Iowa law. The City Council further finds that acquisition of said property rights is necessary to carry out the functions of the Project, and that such Project constitutes a valid public purpose under state and federal law. 3. The City Manager or designee, in consultation with the City Attorney's Office, is authorized and directed to establish, on behalf of City, an amount the City believes to be just compensation for the property to be acquired, and to make an offer to purchase the property for the established fair market value. 4. The City Manager or designee is authorized to sign purchase agreements for the purchase of property and/or easements, and offers to purchase property and/or easements. 5. In the event negotiation is successful, the Mayor and City Clerk are hereby authorized, upon direction of the City Attorney, to execute and attest all documents necessary to effectuate the purchase of said property rights. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. Resolution No. 14-224 Page 2 6. In the event the necessary property rights for the Project cannot be acquired by negotiation, the City Attorney is hereby authorized and directed to initiate condemnation proceedings for acquisition of any and all property rights necessary to fulfill the functions of the Project, as provided by law. Passed and approved this 15th day of MAYOR Approved by ATTEST: P 4�,� CITY tEERK It was moved by Payne and seconded adopted, and upon roll call there were: AYES: NAYS: x x x x pwengMasterMacqu ireprop. doc 20 14 i Attorney's Office 7P'77 � �y by Dickens the Resolution be ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton 0 100 200 400 FILED NORTH GRAPHIC SCALE I 2014 JUL —8 PN 2: 43 I' I CITY CLERK < I co . IOWA CITY. 101'; U) I I i Q l G�I°gP9 e' Ln \0 , °yQ �5 i �p'�,CJ`OpyG,` I OyPQ I e e y I QQ V& ee`e eP2 dye I PROPERTY ACQUISITION LIMITS JP � i A oz M 7a - — .. — .. — PROPERTY ACQUISITION LIMITS SYCAMORE ST SE SYCAMORE ST SE <357�cy\l I I eP4`� 0. z co, ° O y�O U,Q'O l e5 . O I Ly.. a <� P of Irz .?. ISI �2. s�t�15 e I i I o p �o�y3eQ �e I ' I I Vz I 'k; °P 0�� I Po�� �� �5y�`�• . o Get S MAUREEN TER SE 'co _ y, p. ���y� Ion � I foo .�G��4� 00' I �PJP G���a i I I.._r.._.I_.._L._..�..L.. PROPERTY ACQUISITION LIMITS I I / QG`�°�' �,I I I PDG REM _ IpVA O1Y. MTVA IAc 2612ROR E Y20,x .�®» Z�\ III/� 1740 LMI� buildin drong communities- Mum Larry. M 622T1 g—�2,RR2 ww SYCAMORE STREET IMPRO`/FMfNfS CITY LRNTS TO PROPERTYACOUISMON ww¢ •�"r"rr"r"�'+'r� 'L'"r"r'W"�"L sne EX. 01 155 FIEIDBOOK MSCLURE. to RB4B20."25 ENGINEERING CO SOUTH GILBERT STREET, E EI --��~;=�.�_..._ .. ..... _. wrrrrrr�r�.�.a�ww..a.w. CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 0 u, 6 PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE SYCAMORE STREET IMPROVEMENTS, CITY LIMITS TO SOUTH GILBERT STREET, PHASE I c; IOWA CITY, IOWA 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: A ron Granquist, P Iowa Reg. No. 17560 My license renewal date is December 31, 2016. DATE: Aaron GorlRulst Page 1 1/5/2015 % ENGINEERS OPINION OF PROJECT COSTS SYCAMORE STREET IMPROVEMENTS M C L U RECITY LIMITS TO SOUTH GILBERT STREET, PHASE 1 (FINAL PLANS -100% COMPLETE) Item NO. Item Code Item Name Unit Quantity Unit Pnce Extention SODAS SPECIFICATIONS DIVISION 7 -GENERAL AND UNCLASSIFIED 1.01 1070.206-0-0 TRAFFIC CONTROL LS 1.00 $ 75,000.00 $ 75,000.00 1.02 1090-105-D-0 MOBILIZATION LS 1.00 $ 106000.00 S 100,000.00 DIVISION 2 - EARTHWORK 2.01 2010.70&A-1 CLEARING AND GRUBBING UNIT 879 $ 12.00 $ 10,548.00 2.02 2010-108-0-1 TOPSOIL, ON-SITE CY 10846 S 25.00 S 271,200.00 2.03 2010-108-0-1 TOPSOIL, EXPORT CY 1200 $ 25.00 $ 30,000,00 2.D4 2010-10&E-0 EXCAVATION, CLASS 10 CY 25386 $ 7.50 $ 190,395.00 205 2010.108-F-0 BELOW GRADE EXCAVATION CORE OUT CY 559 $ 8.00 S 4,472.00 2.06 2010-10&G-0 SUBGRADE PREPARATION BY 20057 1 3.00 $ 60,171.00 207 2010.10&H-0 SUBGRADE TREATMENT CEMENT BY 18216 $ 4.00 $ 72804.00 2.08 2010-108-1.0 SUBBASE MODIFIED BIN. CV 3343 $ 42.00 $ 140406.00 2.09 2010.708-L-0 COMPACTION TESTING LS 1.00 $ 4000.00 $ 4000.00 DIVISION 3 -TRENCH AND TRENCHLESS CONSTRUCTION 3.01 3010-708-F-0 TRENCH COMPACTION TESTING LS 1,00 S 4,000.00 S 4,00000 DIVISION 4 - SEWERS AND DRAINS 4.01 4020.108-A-1 STORM SEWER, TRENCHED, CLASS 111 RCP, 12114. LF 845 $ 4500 $ 38,025.00 4.02 4020.108-A-1 STORM SEWER, TRENCHED, CLASS III RCP, 15114. LF 1199 $ 45.00 $ 53,955.00 4.03 4020-108-M1 STORM SEWER, TRENCHED, CLASS III RCP, 18114. LF 550 $ 50.00 $ 27,50000 4.04 4020.108-A-1 STORM SEWER, TRENCHED, CLASS III RCP, 241N. LF 740 $ 60.00 $ 44,400.00 4.05 4020-108-A-1 STORM SEWER, TRENCHED, CLASS III RCP, 301N. LF 40 S 80.00 $ 3,200,00 4.06 4020.108 -AA STORM SEWER, TRENCHED, CLASS 111 RCP, 421N. LF 216 $ 120.00 $ 25,92000 4.07 4020.108-A-1 STORM SEWER, TRENCHED, CLASS III RCAF,"IN. X 271N. LF 43 $ 180.00 $ 7,740.00 COB 4020.108-A4 STORM SEWER, TRENCHED, CLASS III RCAP, 591N. X 361N. LF 40 $ 20000 $ 8,000.00 409 4020.108-A-1 STORM SEWER, TRENCHED, DIP, 421N. LF 23 $ 300.00 $ 6,900.00 4.10 4020 -10B -C-0 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 361N. LF 253 $ 15.00 S 3,79500 4.11 4030-108-B-0 PIPE APRON, CLASS III RCAR 44 1N, X 271N. EA 1 $ 2000.00 $ 2,00000 4.12 4030.108-B-0 PIPE APRON, CLASS 111 RCP, 121N, EA 2 S 90000 $ 1.800.00 4.13 4030.108-B-0 PIPE APRON, METAL, 421N. EA 1 $ 1,400.00 $ 1,400.00 4.14 4040.108-A-0 SUBDRAIN, CORRUGATED PVC PIPE, 61N. LF 7189 S 12.00 S 86,268.00 4.15 4040-106C-0 SUBDRAIN CLEANOUT, PVC, 61N. EA 12 $ 600.00 $ 7,200.00 4.18 4040.108-D-0 SUBDRAIN OUTLETS AND CONNECTIONS, CORRUGATED METAL PIPE, B IN. EA 39 $ 250.00 $ 9,75000 DIVISION 5 -WATER MAINS AND APPURTENANCES 5.01 026604C WATER MAIN, TRENCHED, DIP, 81N. LF 98 S 75.00 $ 7,350.00 5.02 02660.1C WATER MAIN, TRENCHED, DIP, 161N. LF 361 $ 140.00 $ 50,540.00 5.03 02660IC WATER MAIN, TRENCHED, PVC, 81N. LF 475 It 55.00 $ 26.125.00 5.04 02660 -IC WATER MAIN FITTINGS LBS 1104 $ 10.00 S 11,040.00 5.05 02660 -IC VALVE, GATE, 81N. EA 2 $ 2,800.00 $ 5600.00 5.06 02660.1C VALVE, BUTTERFLY 161N, EA 1 $ 4,000.00 $ 4000.00 5.07 02660 -IC TAPPING VALVE ASSEMBLY, 16114. EA 7 $ 5,500.00 $ 5,500.00 5,08 02660 -IC FIRE HYDRANT ASSEMBLY EA 3 $ 3,000.00 $ 9,000.00 5.09 5020.108-F-0 VALVE BOX EXTENSION EA 7 $ 100,00 S 700.00 5.10 5020.108-G-0 VALVE BOX REPLACEMENT EA 4 $ 250.00 $ 1,000,00 5.11 5020.108-H-0 FIRE HYDRANT ADJUSTMENT EA 4 S 900.00 $ 3,600.00 DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS 6.01 6010-108-A-0 MANHOLE, TYPE SW401 601N. DIA, EA 1 $ 5000.00 S 5,000.00 6.02 6010.108-B-0 INTAKE, TYPE SW -507 EA 26 $ 3000.00 $ 78,000.00 6.03 6010.108-B-0 INTAKE, TYPE SW -508 MODIFIED EA 2 $ 4,800.00 $ %SIX1.00 6.04 601010&B-0 INTAKE, TYPE SW -509 EA 7 S 4500.00 $ 31500.00 6.05 6010.108-8-0 INTAKE, TYPE SW -545 MODIFIED EA 1 S 8,000.00 $ 6,000.00 6.06 6010-108-8-0 INTAKE, TYPE SW -512, 241N., TYPE 5 EA 5 $ 1,800.00 I $ 9,00000 607 6010.108-8-0 INTAKE, TYPE SW -512,30 IN., TYPE 5 EA 2 S 2,1100.00 $ 4,000.00 8.08 6010-10&E-0 MANHOLE ADJUSTMENT, MINOR EA 1 S 50.00 $ 50.00 6.09 6010.108G-0 CONNECTION TO EXISTING MANHOLE OR INTAKE EA 1 $ 100.00 $ 100.00 DIVISION 7 - STREETS AND RELATED WORK 7.01 7010-1084-0 PCC PAVEMENT SAMPLES AND TESTING LS 1.00 $ 2,00000 S 2,000.00 7.02 7010-108-A-0 PAVEMENT, PCC, 71N. BY 2997 7.03 7010-108-A-0 PAVEMENT, PCC, 91N., COLORED, TRUCK APRONS BY 628 $ 58.00 $ 36,424.00 7.04 7010-108-A-0 PAVEMENT, PCC, 41N., COLORED, MEDIANS AND SPLITTER ISLANDS SY 542 $ 70.00 S 37,940.00 7.05 7010.108-A-0 PAVEMENT, PCC, 91N., ROUNDABOUTS AND MEDIAN BY 2836 S 58.00 S 164,488.00 7.06 7010-108-E-0 CURB AND GUTTER. 2.5 FT., 101N. LF 96 $ 45.00 $ 4,320.00 7.07 7020.108-A-0 PAVEMENT, HMA, 10M ESAL SURFACE, 12 IN. MIX SIZE, PG 58-28.2.5 OR 31N. DEPTH TON 123 $ 42.00 S 5,166.00 7.08 7020.108-A-0 PAVEMENT, HMA, J10M ESAL INTERMEDIATE. 12 IN. MIX SIZE, PG 58-28, 31N. DEPTH TON 138 $ 38.00 S 5.244.00 7.09 7020.108-A-0 PAVEMENT, HMA, 10M ESAL) BASE, 1 IN. MIX SIZE, PG 68-28, 51N. DEPTH TON 153 $ 42.00 S 6.426.00 7.10 7020.108-1-1-0 HMA PAVEMENT SAMPLES AND TESTING LS 1.DO $ 2 000.00 $ 2,000.00 7.11 7030-108-A-0 REMOVAL OF SIDEWALK BY 45 $ 20.00 $ 900.00 7.12 7030.10&A-0 REMOVAL OF DRIVEWAY BY 101 S 15.00 $ 1,575.00 7.13 7030-108-E-0 SIDEWALK, PCC, 41R. 5 FT. WIDE TYP. BY 1425 $ 50.00 $ 71,250.00 7.14 7030-108-E-0 SIDEWALK, PCC, 61N. 8 FT. WIDE TYP. BY 2419 $ 7500 $ 181.425.00 7.15 7030-108-E-0 SIDEWALK, HMA, 61N,, 8 FT. WIDE TVP. BY 659 S 40.00 $ 26,360.00 7.16 7030-108-E-0 SIDEWALK, HMA, 4 IN. TEMPORARY BY 55 $ 30.00 $ 1,650.00 7.17 7030-108-G-0 DETECTABLE WARNING SF 428 $ 30.00 $ 12,840.00 7.18 7030-108-H-1 DRIVEWAY PAVED PCC 81N. BY 400 $ SDOO $ 20,000.00 7.19 7030-108-H-2 DRIVEWAY CLASS A CRUSHED STONE 6IN. TON 614 S 25.00 $ 15,350.00 7.20 7040-108-1-140 PAVEMENT REMOVAL BY 8983 $ 15.00 S 134,745.00 DIVISION 9 -SITE WORK AND LANDSCAPING 9.01 9010-108-B-1 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING AC 5 $ 1,70000 $ 8,160.00 9.02 9010.108-8-1 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING (TEMPORARY) AC 5 $ 1,200.00 $ 5,760.00 9.03 9020-100-A-0 SODDING SO 1206 S 45.00 $ 54,270.00 9.04 9040-108-A-2 SWPPPMANAGEMENT LS 1.00 S 1,000.00 $ 1,000.00 9.05 9040-108-D-1 FILTER SOCKS, 81N. LF 6645 $ 4.00 $ 26,580.00 9.06 9040-108-D-2 FILTER SOCKS, REMOVAL LF 6645 S 1.00 $ 6,645.00 9.07 9040408-E-1 TEMPORARY ROLLED EROSION CONTROL PRODUCTS RECP) BY 7729 $ 200 $ 15,458.00 9.08 9040-1011-G-1 ROCK CHECK DAMS TON 4 $ 40.00 $ 160.00 9.09 9040.108-J-0 RIP RAP, CLASS E REVETMENT TON 66 $ 50.00 $ 3,300.00 9.10 9040108-0.2 STABILIZED CONSTRUCTION ENTRANCE TON 40 S 4000 $ 1.600.00 9.11 9040-108-T-1 INLET PROTECTION DEVICE INSTALLATION EA 46 $ 15000 S 6,90000 9.12 9040.108-T-2 INLET PROTECTION DEVICE, MAINTENANCE EA 46 $ 25.00 $ 1,150.00 9.13 9050-108-B-1 REVET MATTRESS, 61N. THICK CY 121 S 300.00 $ 36,300.00 9.14 9060-708-0.0 REMOVAL AND REINSTALLATION OF EXISTING FENCE, PLASTIC, 4 FT. TALL LF 15 $ 150.00 $ 2,250.00 9.15 9060-108-F-0 PLASTIC SAFETY FENCE FOR LANDSCAPE PROTECTION 4 FT. TALL LF 1750 $ 2000 $ 35, DIVISION 10 - MISCELANEOUS 1001 WA WATERMAIN PROTECTION AND INSULATION LS 1.00 S 200-00 $ 200:00 10.02 NIA REMOVE AND REINSTALL BOLLARD EA 1 $ 300.00 _$ . 10.03 77124 -IC DUCTBANK LF 30&10 $ 7.00 15890.00 IOWA DOT SPECIFICATIONS 1.01 2401-6750001 REMOVALS, AS PER PLAN LS 1 $ 3,000.00 3, DO 02 2519-3280000 FENCE, FIELD LF 3000 S 8.00 .5.- 24,000.DO 1.03 2520.3350015 FIELD OFFICE LS 1,00 $ 8000.00 S 6000.00 1.04 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS, FURNISH ONLY LF 499 $ 10.00 It 1980.00 1.05 2524.9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR FURNISH ONLY EA 53 $ 55.00 S 2916,00 1.06 2524-9325001 TYPE A SIGNS SHEET ALUMINUM FURNISH ONLY SF 387 $ 20.00 $ 7,735.00 1.07 2526-8285000 CONSTRUCTION SURVEY LS 1,00 $ 20000.00 $ 20 .00 1.08 2527-9263117 PAINTED PAVEMENT MARKINGS DURABLE STA 167 $ 29.00 $ 4,028.50 1.09 2527-9263143 PAINTED SYMBOLS AND LEGENDS DURABLE EA 26 $ 30.00 S 780.00 ALTERNATE A -NINA PAVEMENT A.01 7010408-60 CURB AND GUTTER, 1.5 FT., 10114. LF 3968 47.00 S 182,808.00 A.02 7020-108-A-0 PAVEMENT, HMA, tOM ESAL) SURFACE, 1/2114. MIX SIZE, PG 58-28, 251N.DEPTH TON 7055 $ 42.00 E 44,370.00 A.03 7020-106-A-0 PAVEMENT, HMA, 10M ESAL INTERMEDIATE, 121N. MIX SIZE, PG 58-28,3 IN. DEPTH TON 1265 $ 42.00 $ 53,130.00 A.04 7020.708-A-0 PAVEMENT HMA 1044 ESAL BASE 1 IN. MIX SIZE PG 56-28 1 IN. DEPTH TON 1 2040 $ 38.00 $ 77 aaa520.00 ALTERNATE B - PCC PAVEMENT B 01 7010108-A-0 I PAVEMENT, PCC, 91N. I BY 1 7985 $ 58.00 1 $ 463,130.00 -Mvlsion 1 is 100%City of Iowa City cost; Divisions 2A & 28 are 100%lowa City Community School Nswa cost AR, A CWlstructlon Total at 6 3,126,364.60 AK. E Construction Total e 6 3,260,916.60 N:\Projects\IAC_3613008-011\Design\Ta Wu tions\tab-361.3008-Quants EstRef_EOPC.xlsx SPECIFICATIONS TABLE OF CONTENTS TITLE SHEET Paoe Number TABLE OF CONTENTS 01015-1 NOTICETO BIDDERS.............................................................................................. AF -1 NOTE TO BIDDERS................................................................................................. NB -1 FORM OF PROPOSAL..................................................................... ...................- FP -1 BIDBOND................................................................................................................. BB -1 FORMOF AGREEMENT.......................................................................................... AG -1 PERFORMANCE AND PAYMENT BOND............................................................... PB -1 CONTRACT COMPLIANCE (ANTI -DISCRIMINATION REQUIREMENTS).................................................... CC -1 GENERAL CONDITIONS ............................................................................... ... GC -1 SUPPLEMENTARY CONDITIONS........................................................................... SC -1 RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID Cl PROJECTS.......................................................................................................... R-1 TECHNICAL SECTION DIVISION 1 - GENERAL REQUIREMENTS Section 01010 Summary of the Work........................................................... 01010-1 Section 01015 Alternates.............................................................................. 01015-1 Section 01025 Measurement and Payment ................................................. 01025-1 Section 01310 Progress and Schedules...................................................... 01310-1 Section 01570 Traffic Control and Construction Facilities ............................ 01570-1 DIVISION 2 - TECHNICAL SPECIFICATIONS Section 02660 Water Distribution................................................................. 02660-1 Section 17124 Fiber Optic Conduit............................................................... 17124-1 N Q c� ,+....Y r-- J N Cl NOTICE TO BIDDERS SYCAMORE STREET IMPROVEMENTS, CITY LIMITS TO SOUTH GILBERT STREET, PHASE I, Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 11 A.M. on the 13th day of February, 2015. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. 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 23rd day of February, 2015, or at special meeting called for that purpose. The Project will involve the following: Excavation of 25,400 cubic yards of Class 10 fill; installation of 3700 feet of stone sewer and associated structures; installation of 460 feet of water main with associated valves, fittings and fire hydrants; paving 15,000 square yards of either PCC or HMA pavement, 400 tons of HMA, and 4,500 square yards of sidewalk; as well as associated Gearing and grubbing, site work, grading, and associated construction activities. All work is to be done in strict compliance with the plans and specifications prepared by McClure Engineering Company, of North Liberty, 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 accompanied by two sealed envelopes, separate from the one containing the proposal: one including 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, and another envelope including a completed Resident Bidder Form. 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 mainte- nance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to AF -1 N O U S�� s -eco :fir m a m M � 0 33 N m exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. 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 (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Completion Dates: Stage 1 - July 24, 2015 Incentive/Disincentive: $1,200 per calendar day Stages 2 & 3 - November 30, 2015 Incentive/Disincentive: $750 per calendar day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of McClure Engineering Company, 1740 Lininger Lane, North Liberty, Iowa, 52317 by bona fide bidders. The request shall be accompanied by a certified check (made payable to McClure Engineering Company) in the amount of One Hundred and Fifty Dollars ($150.00) for 11 by 17 -inch Drawings. Payment will be refunded if the Drawings and Documents are 1) returned within fourteen (14) days after the Award of the Project and 2) the Drawings and Documents are in a reusable condition. If they are not returned, or returned past the deadline, or are not in a reusable condition as judged by the Engineer, the deposit shall be forfeited. 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 obtained 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 subcon- tract. This list shall include the type of work and AF -2 N 0 F3 cn C-) r a' -1 n .<r— _m E5 mar N co 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 re- quired 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. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK AF -3 N O 2 Ql i —1 C- Z<r- P-1�' 37 i il lD 3 N AF -3 NOTE TO BIDDERS 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. 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: Envelope 3: Bid Bond Form of Proposal Resident Bidder Form NB -1 N O_ cJ'f oe'a �c �o +'� N 47 FORM OF PROPOSAL CITY OF IOWA CITY NOTICE TO BIDDERS: PROJECT PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder Item Name Unit Estimated Quantity TO: City Clerk Extended Amount a� City of Iowa City City Hall 1.01 TRAFFIC CONTROL LS 410 E. Washington St. —gin C (si Iowa City, IA 52240 T 1 DIVISION 2 - EARTHWORK The undersigned bidder submits herewith bid security in the amount of $ tv in accordance with the terms set forth in the 'Project Specifications." UNIT 879 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. 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. Item No. Item Name Unit Estimated Quantity Unit Price Extended Amount SUDAS SPECIFICATIONS DIVISION 1 - GENERAL AND UNCLASSIFIED 1.01 TRAFFIC CONTROL LS 1 1.02 MOBILIZATION LS 1 DIVISION 2 - EARTHWORK 2.01 CLEARING AND GRUBBING UNIT 879 2.02 TOPSOIL, ON-SITE CY 10848 2.03 TOPSOIL, EXPORT CY 1200 2.04 EXCAVATION, CLASS 10 CY 25386 2.05 BELOW GRADE EXCAVATION (CORE OUT) CY 559 2.06 SUBGRADE PREPARATION SY 20057 2.07 SUBGRADE TREATMENT, CEMENT SY 18216 2.08 SUBBASE, MODIFIED, 6 IN. CY 3343 2.09 COMPACTION TESTING LS 1 DIVISION 3 - TRENCH AND TRENCHLESS CONSTRUCTION FP -1 Item No. Item Name Unit Estimated Quantity Unit Price Extended Amount 3.01 TRENCH COMPACTION TESTING LS 1 DIVISION 4 - SEWERS AND DRAINS 4.01 STORM SEWER, TRENCHED, CLASS III RCP, 12 IN. LF 845 4.02 STORM SEWER, TRENCHED, CLASS III RCP, 15 IN. LF 1199 4.03 STORM SEWER, TRENCHED, CLASS III RCP, 18 IN. LF 550 4.04 STORM SEWER, TRENCHED, CLASS III RCP, 24 IN. LF 740 4.05 STORM SEWER, TRENCHED, CLASS III RCP, 30 IN. LF 40 4.06 STORM SEWER, TRENCHED, CLASS III RCP, 42 IN. LF 216 4.07 STORM SEWER, TRENCHED, CLASS III RCAP, 44 IN. X 27 IN. LF 43 4.08 STORM SEWER, TRENCHED, CLASS III RCAP, 59 IN. X 36 IN. LF 40 4.09 STORM SEWER, TRENCHED, DIP, 42 IN. LF 23 4.10 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 253 4.11 PIPE APRON, CLASS III RCAP, 44 IN. X 27 IN. EA 1 4.12 PIPE APRON, CLASS III RCP, 12 IN. EA 2 4.13 PIPE APRON, METAL, 42 IN. EA 1 4.14 j SUBDRAIN, CORRUGATED PVC PIPE, 6 IN. LF 7189 4.15 SUBDRAIN CLEANOUT, PVC, 6 IN. EA 12 4.16 SUBDRAIN OUTLETS AND CONNECTIONS, CORRUGATED METAL PIPE, 61N. EA 39 DIVISION 5 - WATER MAINS AND APPURTENANCES 5.01 WATER MAIN, TRENCHED, DIP, 8 IN. LF 98 5.02 WATER MAIN, TRENCHED, DIP, 16 IN. LF 361 5.03 WATER MAIN, TRENCHED, PVC, 8 IN. LF 475 5.04 WATER MAIN FITTINGS LBS 1104 5.05 VALVE, GATE, 8 IN. EA 2 5.06 VALVE, BUTTERFLY, 16 IN. EA 1 5.07 TAPPING VALVE ASSEMBLY, 16 IN. EA 1 5.08 FIRE HYDRANT ASSEMBLY EA 3 5.09 j VALVE BOX EXTENSION EA 7 5.10 VALVE BOX REPLACEMENT EA 4 5.11 FIRE HYDRANT ADJUSTMENT EA 4 DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS 6.01 MANHOLE, TYPE SW -401, 60 IN. DIA. EA -; 1 6.02 INTAKE, TYPE SW -507 EA 6.03 INTAKE, TYPE SW -508 MODIFIED EA 7 i 6.04 INTAKE, TYPE SW -509 EA �n 6.05 INTAKE, TYPE SW -545 MODIFIED EA - Z 6.06 INTAKE, TYPE SW -512, 24 IN., TYPE 5 EA 6.07 INTAKE, TYPE SW -512,30 IN., TYPE 5 EA 2 N 6.08 MANHOLE ADJUSTMENT, MINOR EA 1 FP -2 Item No. Item Name Unit Estimated Quantity Unit Price Extended Amount 6.09 CONNECTION TO EXISTING MANHOLE OR INTAKE EA 1 DIVISION 7 - STREETS AND RELATED WORK 7.01 PCC PAVEMENT SAMPLES AND TESTING LS 1 7.02 PAVEMENT, PCC, 7 IN. SY 2997 7.03 PAVEMENT, PCC, 9 IN., COLORED, TRUCK APRONS SY 628 704 PAVEMENT, PCC, 4 IN., COLORED, MEDIANS AND SPLITTER ISLANDS SY 542 7.05 PAVEMENT, PCC, 9 IN., ROUNDABOUTS AND MEDIAN SY 2836 7.06 CURB AND GUTTER, 2.5 FT., 10 IN. LF 96 7'07 PAVEMENT, HMA, (10M ESAL) SURFACE, 1/2 IN. MIX SIZE, PG 58-28, 2.5 OR 3 IN. DEPTH TON 123 7.08 PAVEMENT, HMA, (10M ESAL) INTERMEDIATE, 1/2 IN. MIX SIZE, PG 58-28, 3 IN. DEPTH TON 138 7.09 PAVEMENT, HMA, (10M ESAL) BASE, 1 IN. MIX SIZE, PG 58-28, 5 IN. DEPTH TON 153 7.10 HMA PAVEMENT SAMPLES AND TESTING LS 1 7.11 REMOVAL OF SIDEWALK SY 45 7.12 REMOVAL OF DRIVEWAY SY 101 7.13 SIDEWALK, PCC, 4 IN., 5 FT. WIDE TYP. SY 1425 7.14 SIDEWALK, PCC, 6 IN., 8 FT. WIDE TYP. SY 2419 7.15 SIDEWALK, HMA, 6 IN., 8 FT. WIDE TYP. SY 659 7.16 SIDEWALK, HMA, 4 IN., TEMPORARY SY 55 7.17 DETECTABLE WARNING SF 428 7.18 DRIVEWAY, PAVED, PCC, 6 IN. SY 400 7.19 DRIVEWAY, CLASS A CRUSHED STONE, 6 IN. TON 614 7.20 PAVEMENT REMOVAL SY 8983 DIVISION 9 - SITE WORK AND LANDSCAPING 9.01 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDINGwo AC 4.8 _ a 9.02 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING (TEMPORARY) AC �f 9.03 SODDING SQ a' 9.04 SWPPP MANAGEMENT LS :<�; 9.05 FILTER SOCKS, 8 IN. LF 6645 9.06 FILTER SOCKS, REMOVAL LF 6545 ry 9 07 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP) SY 7729 9.08 ROCK CHECK DAMS TON 4 9.09 RIP RAP, CLASS E REVETMENT TON 66 9.10 STABILIZED CONSTRUCTION ENTRANCE TON 40 9.11 INLET PROTECTION DEVICE, INSTALLATION EA 46 9.12 INLET PROTECTION DEVICE, MAINTENANCE EA 46 9.13 1 REVET MATTRESS, 6 IN. THICK CY 121 FP -3 Item No. Item Name Unit Estimated Quantity Unit Price Extended Amount 9'14 REMOVAL AND REINSTALLATION OF EXISTING FENCE, PLASTIC, 4 FT. TALL LF 15 9.15 PLASTIC SAFETY FENCE FOR LANDSCAPE PROTECTION, 4 FT. TALL LF 1750 DIVISION 10 - MISCELANEOUS t0 10.01 WATERMAIN PROTECTION AND INSULATION LS 1 10.02 REMOVE AND REINSTALL BOLLARD EA 1 10.03 DUCT BANK LF 30840 IOWA DOT SPECIFICATIONS 1.01 REMOVALS, AS PER PLAN LS 1 1.02 FENCE, FIELD LF 3000 1.03 FIELD OFFICE LS 1 1.04 PERFORATED SQUARE STEEL TUBE POSTS, FURNISH ONLY LF 499 1.05 PERFORATED SQUARE STEEL TUBE POST ANCHOR, FURNISH ONLY EA 53 1.06 TYPE A SIGNS, SHEET ALUMINUM, FURNISH ONLY SF 386.75 1.07 CONSTRUCTION SURVEY LS 1 1.08 PAINTED PAVEMENT MARKINGS, DURABLE STA 166.5 1.09 PAINTED SYMBOLS AND LEGENDS, DURABLE EA 26 BASE BID AMOUNT = ALTERNATE A - HMA PAVEMENT A.01 CURB AND GUTTER, 1.5 FT., 10 IN. LF 3966 A.02 PAVEMENT, HMA, (10M ESAL) SURFACE, 1/2 IN. MIX SIZE, PG 58-28,2.5 IN.DEPTH TON 1055 A.03 PAVEMENT, HMA, (10M ESAL) INTERMEDIATE, 112 1N. MIX SIZE, PG 58-28,3 IN. DEPTH TON 1265 A,04 PAVEMENT, HMA, (10M ESAL) BASE, 1 IN. MIX SIZE, PG 58-28, 5 IN. DEPTH TON 2040 ALTERNATE A BID AMOUNT = ALTERNATE B - PCC PAVEMENT B.01 I PAVEMENT, PCC, 9 IN. I Sy 1 7985 ALTERNATE B BID AMOUNT = FP -4 cn �R � t0 FP -4 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: 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 -5 ti CD _ n-� � �C-J Cn pr► 6 'ern a M o'er x r Q N LO , 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 fg� Project. c, t 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 day of A.D., 20_ (Seal) Witness Principal By (Title) (Seal) Surety By Witness (Attorney-in-fact) Attach Power -of -Attorney 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 20_, for the Project ('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 City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers b. "Standard Specifications Manual' 2015 Edition, Statewide Urban Design And Specifications (SUDAS); C. Iowa City Municipal Design Standards; d. "Standard Specifications for Highway and Bridge Construction," Series of 2012, Iowa Department of Transportation, as amended; e. Plans; o f. Specifications and Supplementary Conditions;n g. Notice to Bidders; S2 a, (r ..<r-sa m h. Note to Bidders; —rn _x i. Performance and Payment Bond; ro j. Restriction on Non -Resident Bidding on Non -Federal -Aid Projects; k. Contract Compliance Program (Anti -Discrimination Requirements); I. Proposal and Bid Documents; and AG -1 M. 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): 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this day of Citv ATTEST: Mayor City Clerk AG -2 Contractor ATTEST: 29 _ T1 N .o (Title) (Company Official) Approved By: City Attorney's Office PERFORMANCE AND PAYMENT BOND (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and as (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 Dollars ($ ) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and N severally. a WHEREAS, Contractor has, as of entered int" ­e (date) ---iC --<-. S+ wntten Agreement with Owner for Project; and j P7. WHEREAS, the Agreement requires execution of this Performance and Payment,* ond, 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 determina- 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 Pnce, but not NM 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 20_ IN THE PRESENCE OF: Witness Witness DAY OF C� (Principal) :— N �0 (Title) (Surety) (Title) (Street) (City, State, Zip) (Phone) Contract Compliance Program ! � 1 CITY of IOVVA CITY N 0 U �xc CITY of IOVVA CITY 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 govemmental 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. 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. mgr\asst\contractwmpliance.doc CC -1 ti 0 C Z< r s. N 1p mgr\asst\contractwmpliance.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.) a. 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. b. 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 The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can pro4e assistance in obtaining the necessary posters. C-)-< M m =ern s. N mgr\asst\contractcompliance.doc 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\asst\contraclwmpliance.doc CC -3 N 0 cs+ v O t0 j> N .A mgr\asst\contraclwmpliance.doc CC -3 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES 1. 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 floe 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 pfflgram. 3. INSTRUCT STAFF a' Your staff should be aware of and be required to abide by your Equal Employment Oppounity 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, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. 12101 mgr\asst\contractwmpliance.doc 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 ti P CJ 1 r" N CC -5 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 discrimipate against any applicant for membership, apprenticeship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or training be c,age,�-i i color, creed, disability, gender identity, marital status, national origin, race, religT�t1;,sexebr sexual orientation of such applicant or member. rn 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 j40icate or publicize that individuals are unwelcome, objectionable or not solicited for employmentcor 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. 2. 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 utilization of guidelines established by the center for disease control of the United States department of health and human services, that a person with a condition related to acquired immune deficiency syndrome poses a significant risk of transmission of the human immunodeficiency virus to other persons in a specific occupation. F. The following are exempted from the provisions of this section: 1. 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 CC -6 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 N _ 7:.7 _d c xis �n Cl I— lO r 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 CJ GIl �gq [7 <I— r- +T Ci FJ ! Y i1 � M✓•s Cv !CD CC -8 GENERAL CONDITIONS Division 1, General Requirements and Covenants of the SUDAS Standard Specifications Manual shall apply, except as amended, in the Supplementary Conditions. GC -1 N cn ' W co GC -1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 Definitions = rn Limitations of Operations Insurance Supervision and Superintendence Concerning Subcontractors, Suppliers and Others Compliance with OSHA Regulations Employment Practices Contract Compliance Program (Anti -Discrimination Requirements) Measurement and Payment Taxes Construction Stakes Restriction on Non -Resident Bidding on Non -Federal -Aid Projects Caption and Introductory Statements N O m rn These Supplementary Conditions amend or supplement Division 1 of the SUDAS Standard Specifications Manual, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S-1 DEFINITIONS ADD to or CHANGE the following definitions within 1010 of the SUDAS Standard Specifications Manual: "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY", or "COUNTY" shall mean the CITY. S-2 CONSTRUCTION STAKES Replace item B of section 1050, paragraph 1.10 of the SUDAS Standard Specifications Manual with the following: The Contractor shall be responsible for providing construction staking for the project. Survey stakes (including control points) inadvertently disturbed or removed during the course of construction shall be replaced at the contractor's expense. S-3 COMPLIANCE WITH' OSHA REGULATIONS Add the following to section 1070, paragraph 2.02 of the SUDAS Standard Specifications Manual: SCA The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The Contractor and all subcontractors are solely responsible for compliance with said regulations. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Project Engineering prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA- nd State laws regarding hazardous chemicals and right -to -know. u S-4 INSURANCE a� A. CERTIFICATE OF INSURANCE: CANCELLATION OR MODIFICATION j 1. Before commencing work, the Contractor shall submit to the City` for apppoval �a Certificate of Insurance, meeting the requirements specified herein, to -be in effect for the full contract period. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. 2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to any change or cancellation of said policy or policies. 3. Cancellation or modification of said policy or policies shall be considered just cause for the City of Iowa City to immediately cancel the contract and/or to halt work on the contract, and to withhold payment for any work performed on the contract. B. MINIMUM COVERAGE Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual liability coverage, and shall be in the following type and minimum amounts: Tvoe of Coveraae Comprehensive General Liability Bodily Injury & Property Damage' Automobile Liability Bodily Injury & Property Damage Each Occurrence Aggregate $1,000,000 $2,000,000 Combined Single Limit $1,000,000 Excess Liability $1,000,000 $1,000,000 Workers Compensation Insurance as required by Chapter 85, Code of Iowa. 'Property Damage liability insurance must provide explosion, collapse and underground coverage when determined by City to be applicable. The City requires that the Contractors Insurance carrier be A rated or better by A.M. Best. In addition, the 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 on the Certificate of Insurance, must, under the policy, be available to SC -2 pay damages for which 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 by virtue of investigation or defense costs incurred by Contractor's insurer. 2. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. 3. 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. 4. The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims -made" insurance coverage, then the Contractor must comply with the following requirements: a. If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. b. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. C. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. d. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces. 5. The City reserves the right to waive any of the insurance requirements herein provided. The City 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 pursue any and all remedies available to the City. N 0 ea �„ —i c11) m SC -3 `� 6. In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled 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 reduce the aggregate limits of Contractor's liability insurance below the limits required hereunder, then in that event the City 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. 7. In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, the City 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. C. HOLD HARMLESS 1. The Contractor shall indemnify, defend and hold harmless the City of Iowa City and its officers, employees, and agents from any and all liability, loss, cost, damage, and expense (including reasonable attorney's fees and court costs) resulting from, arising out of, or incurred by reason of any claims, actions, or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor's operations under this Contract, whether such operations be by himself or herself or by any Subcontractor or by anyone directly or indirectly employed by either of them. 2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to section 1080, paragraph 1.01 of the SUDAS Standard Specifications Manual: Bidders shall list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required for approval by the City and as noted on the Form of Proposal and the Agreement. If no minority business enterprises (MBE) are utilized, the CONTRACTOR 5hpll furnish documentation of all efforts to recruit MBE's. Z3 c,. S-7 WORK ON SUNDAYS OR LEGAL HOLIDAYS Amend section 1080, paragraph 1.07 of the SUDAS Standard Specifications Mang" foBows: M Except for such work as may be required to properly maintain lights and bartieades,,ng workwill be permitted on Sundays or legal holidays without specific permission of the ENGINEER S-7 SUPERVISION AND SUPERINTENDENCE Add the following paragraph to 1080, paragraph 1.10 of the SUDAS Standard Specifications Manual: CONTRACTOR shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur after hours. 0sm CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this individual. S-8 EMPLOYMENT PRACTICES. Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or mental condition is such that his/her employment will endanger the health and safety of them- selves or others employed on the project. Contractor shall not commit any of the following employment practices and agrees to include the following clauses in any subcontracts: 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. 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 job performance of such person or employee. S-9 CONTRACT COMPLIANCE PROGRAM (ANTI -DISCRIMINATION REQUIREMENTS). For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC- C. S-10 MEASUREMENT AND PAYMENT. Section 01025, Measurement and Payment, contained in Division 1 of these specifications defines all pay items and methods of measurement. The provisions of this section will supersede applicable sections in the SUDAS Standard Specifications Manual. S-11 TAXES. Contractor shall pay all sales, consumer, use and other similar taxes required to be paid in accordance with local law as outlined in section 1090, paragraph 1.07 of the SUDAS Standard Specifications Manual. The City of Iowa City does not issue tax exemption certificates to preclude the payment of sales tax. Prior to project acceptance by the City Council, the Contractor shall submit to the Engineer a statement of taxes paid, including all information required by the State of Iowa for reimbursement of taxes. The City will reimburse Contractor for taxes approved and reimbursed by the State of Iowa. Reimbursement to the Contractor will occur within 30 days of the City receiving reimbursement from the State. Tax statements submitted after the project has been accepted by the City Council will not be accepted or reimbursed. S-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID PROJECTS. II The Contractor awarded the project together with all Subcontractors shall be required t6�bomplete the form included with these specifications (and entitled the same as this section'l,and jG`bmitA to the Engineer before work can begin on the project. monies. SC -5 RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID PROJECTS 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 / / Address: City, State, Zip: Dates: / / to % / Address: City, State, Zip: Dates: / / to / / Address: You may attach additional sheet(s) if needed. 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 bidders Part D 1 certify that the statements made on this document are true and complete to the best of my knowledge arW know that my failure to provide accurate and truthful information may be a reason to reject my bid. r� Firm Name' Signature: Date: 7 You must submit the completed form to the governmental body requesting bids' per 875 Iowa Administrative Code Chapter 156. = "` This form has been approved by the Iowa Labor Commissioner. `a 300-6001 02-14 R-1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A 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 1 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. hJ O TZ C-) �G \� - , r w 309-6001 02.14 M 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 Govemment 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. Subnde 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. ^, 0 Adopt the following new 875 --Chapter 156: CHAPTER 156 a BIDDER PREFERENCES IN GOVERNMENT CONTRACTING 7 875-156.1(73A) Purpose, scope and definitions. These rides institute administrativeatrnbpe a 'onal procedures for enforcement of the Act. The definitions and interpretations containeow ode, section 73A.21 shall be applicable to such terms when used in this chapter. "Act" means Iowa Code section 73A.21. ' `A AffiIiate,"when used with respect to any specified person or entity, means another Oeerson o*tity that, either directly or indirectly through one or more intermediaries, controls, or is controlled by, or is under common control or ownership -with, such specified person or entity. _ "Commissioner" means the labor commissioner appointed pursuant to Iowa Code section 91.2, or the labor commissioner's designee. "Division" means the division of labor of the department of workforce development. R-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 farce 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. 156.2(3) Determining authorization to transact business. Aperson or entity is authorized to transact business in the state if one or more of the following accurately describes the person or entity: a. In the case of a sole proprietorship, the sole proprietor is an Iowa resident for Iowa in4gne tax purposes; b. In the case of a general partnership or joint venture, more than 50 percent of 46,ji6er42artnemi, or joint venture parties are residents of Iowa for Iowa income tax purposes; n S '= t _ 2 -i C7 CT t C' W R-4 n 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; L 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 a pareM that would be a nonresident bidder if such parent were to bid on the public improvement in its own; -Dime, then the public body shall allow a preference as against such bidder that is equal to the prefecenc6liven or required by the home state or foreign country of the bidder's parent. In the instance f a-laboilorce preference, a public body shall apply the same resident labor force preference to a public 2pt"�event in this state as would be required in the construction of a public improvement by the home or foreign country of the nonresident bidder, or the parent of a resident bidder if the parent wod)ppali�as a M nonresident bidder if such parent were to bid on the public improvement in its own nan* �; w A preference shall not be applied to a subcontractor unless the home state or foreiggfkountry*bf the nonresident bidder to whom the contract was awarded would apply a preference to the subcontraor. R-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. 875-156A(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 subntle 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 complaintform. 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 subcon"ctor 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. c. Residency of workers. The commissioner may investigate and ascertain the restdencL4f a worker engaged in any public improvement in this state. - be d. Oaths; depositions; subpoenas. The commissioner may administer oaths, take,or,gjuse`+la taken deposition of witnesses, and require by subpoena the attendance and testimony of sathe production of all books, registers, payrolls, and other evidence relevant to a matter und,k)..estiggtion g or hearing. <G"Ma e. Employment ofpersonnel. The commissioner may employ qualified personnel ecc=ry for the enforcement of Iowa Code section 73A.21. The personnel shall be employed t ttothe ro merit system provisions of Iowa Code chapter 8A, subchapter IV H :at 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 impro"nent, or would otherwise be inconsistent with requirements of any federal law or regulation, the apotation of this chapter shall be suspended to the extent necessary to prevent denial of the funds "o eWinate""j 1 the inconsistency with federal requirements.' --- 875-156.9(73A) Severability. If any rule under this chapter, any portion of a rules'iapter, or the applicability of any rule under this chapter to any person or circumstance isvalit by a _ C.J 5 R-7 court, the remainder of these rules or the rules' applicability to other persons or circumstances shall not be affected. These rules are intended to implement Iowa Code section 73A.21. [Filed 12/16/13, effective 2/12/141 [Published 1/8/14] EDITOR's NOTE: For replacement pages for IAC, see IAC Supplement 1/8/14. R-8 N O UI -71 Z zi r— c� � Q R-8 SECTION 01010 SUMMARY OF THE WORK PART 1 -GENERAL General description, not all inclusive. A. Base Bid Work: 1. Provide vehicle and pedestrian traffic control during all phases of project 2. Coordinate work schedules and traffic control with City staff 3. Construct storm water outfall channel 4. Construct Stage 1 utilities and roadway 5. Construct Stage 2 utilities and roadway 6. Installation of final ground cover and cleanup 01010-1 N Q c9 L r � CP rn � 01010-1 SECTION 01015 ALTERNATES PART 1 -GENERAL 1.01 SUMMARY: A. Provide alternate bid(s) to be added to the amount of the Base Bid if the corresponding change in scope is accepted by the City of Iowa City. B. Include within the alternate bid prices all costs, including materials, installations, and fees. C. Show the proposed alternate bid prices opposite their proper description on the Form of Proposal. D. No additional working days will be granted with the inclusion of the alternate bid(s). 1.02 SPECIFIC ALTERNATES: A. Alternate Bid Items 1. Hot Mix Asphalt Pavement. Provide a bid price for items listed under Alternate A in the Form of Proposal. 2. Portland Cement Concrete Pavement. Provide a bid price for items listed under Alternate B in the Form of Proposal. B. Alternate Bids Alternate Bid Numbers 1-2 will be reviewed by the City Council on February 23, 2015. The possible results of their review of the Alternate Bids are: 1. Accept Base Bid + Alternate Bid No. 1 only. 2. Accept Base Bid + Alternate Bid No. 2 only. 01015-1 N O -- w 0 01015-1 SECTION 01025 MEASUREMENT AND PAYMENT PART1-GENERAL 1.01 SUMMARY: A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. 1.02 STANDARD OF MEASUREMENTS: A. Work completed under the contract shall be measured by the Engineer. Payment will be based on the actual quantity of work performed according to the various classes of work specified unless noted in Part 3 of this Section. The Contractor will be given an opportunity to be present during measurement. 1.03 SCOPE OF PAYMENT: A. The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for performing work under the contract; also, for costs arising from the action of the elements, or from any unforeseen difficulties which may be encountered during the execution of the work and up to the time of acceptance. B. Construction items may be bid as a lump sum or as itemized work, which will be paid on a unit cost basis. In either case, some work may be required for which a separate pay item is not provided. Completion of this work is required. If a separate pay item is not provided for this work, it is to be considered incidental to the project and no separate payment will be made. PART2-PRODUCTS 2.01 NONE PART 3 - EXECUTION 3.01 PROCEDURE: o A. Payment under this contract shall occur no more than once per month for �Ork corMpleted by the Contractor. It is not the City's policy to pay for materials and equipment ed�r furnishings fabricated off site. '1 = — n -t m The 5% retainage will be released 31 days after the project is accepted._6ithe _City Council, provided no claims against the project have been filed within 30 days of project acceptance. Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of claims. 3.02 BID ITEMS: A. GENERAL The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL. Each unit or lump sum price stated shall constitute full payment as herein specified for each item of work completed in accordance with the drawings and specifications, including dean up. It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused the Contractor or his/her Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as an 01025-1 L7 item in the FORM OF PROPOSAL. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractors expense. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as a separate item in the FORM OF PROPOSAL), disposal of surplus excavated material, dewatering, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as an item in the FORM OF PROPOSAL. The Contractor must pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. BID ITEM DESCRIPTIONS 1. See Estimate Reference Information in Plans and/or Contract Documents 01025-2 N 0 r r rTJ m. M .� to 0 > w 0 SECTION 01310 PROGRESS AND SCHEDULES PART 1— GENERAL 1.01 SUMMARY A. Update as necessary a schedule of the work. Work with the Right of Way, especially work requiring the use of advanced traffic control or lane closure, will require public notification. This notification was must be provided to the Engineering department in a timely manner so proper notification can be release to the public. B. Time is of the essence. Minimizing inconvenience, disruption and duration of disruption to residences and businesses is a high priority. Scheduling of work shall be planned with this in mind. 1.02 SUBMITTALS: A. The Contractor shall submit prior to the Pre -Construction meeting an estimated schedule of the proposed work. The schedule shall include dates and durations of work resulting in the installation of traffic control. N PART 2 -PRODUCTS None. �-- PART 3 - EXECUTION ( 1 3.01 MEETINGS PRIOR TO CONSTRUCTION c 3 s w A. A Project Schedule shall be submitted for Engineer and Owner approval prior beginning work. B. A Pre -Construction meeting will be held a minimum of one week prior to beginning work. 3.02 PROGRESS OF WORK A. This Project will be a Completion Date Contract in accordance with the 2015 Edition of the SUDAS Specifications, Section 1080, Part 1.02, A, 1., except where amended in this contract. B. Project Deadlines a. Stage 1 - Due to impending use of the adjacent elementary school, substantial completion of all necessary pavement to provide full vehicular access to all school driveways, will be achieved by July 24, 2015. Incentive/Disincentive = $1,500 per calendar day b. Stages 2 & 3 - Overall substantial completion of the project, which includes all roadway and sidewalk pavement and, at a minimum, temporary seeding and mulching, will be achieved by November 30, 2015. Incentive/Disincentive = $750 per calendar day C. Incentives - paid incentive will be awarded for substantial completion prior to the above deadlines, based on full calendar days, excluding Sundays and Holidays. 01310-1 D. Disincentives - liquidated damages will be assessed for substantial completion after the above deadlines, based on full calendar days, excluding Sundays and Legal Holidays. E. Tree removals shall conform to Iowa DOT I.M. No. 3.111 regarding Threatened and Endangered Species, despite the absence of Federal funding on this project. No work shall be done between the hours of 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. G. Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular) and the local businesses and residents. Access to businesses and residences shall be maintained at all times. H. Restoration activities such as pavement replacement will follow closely behind the work even if multiple mobilizations are necessary. The Contractor will become an active partner with the City in communicating with and providing information to concerned residents and businesses. 3.03 COORDINATION WITH UTILITIES A. Some utility conflicts are anticipated that will require relocation work ahead of time. These companies are aware of the project conflicts and are making separate relocation arrangements. The Contractor shall work closely with the utility companies to aid in the identification of utilities to keep clear of utilities during work. 3.04 STREET CLOSINGS /LANE REDUCTIONS: A. Contractor shall notify the Engineer 4 days in advance of the installation of traffic control so that a press release can be issued. No street may be closed or street width narrowed due to work without the Engineer's approval and said notification. 01310-2 N Gp � l �r rn x. tD J 01310-2 SECTION 01570 TRAFFIC CONTROL AND CONSTRUCTION FACILITIES PART 1 -GENERAL 1.01 SUMMARY., A. Furnish, install and maintain traffic control and construction facilities required for the work. Remove when work is completed. 1.02 REFERENCES: A. Standard Specifications Manual, 2015 Edition, Statewide Urban Design And Specifications (SUDAS); B. Iowa DOT Standard Specifications; C. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways," 2009 Edition, or current edition; D. Traffic Control Notes on project plans 1.03 SUBMITTALS: A. Submit a traffic control plan for all activities requiring traffic control not specifically addressed by the project plans. PART2-PRODUCTS 2.01 MATERIALS: A. Traffic control devices may be new or used, but must meet the requirements of the IDOT Standard Specifications. B. All construction fences shall be new and securely fastened to approved posts and installed as directed by the Engineer. 2.02 EQUIPMENT. A. Portable generators may not be used to power traffic control devices within 300 feet of residential dwellings, including apartments, between the hours of 10:00 p.m. and 7:00 a.m. PART 3 - EXECUTION 3.01 TECHNIQUES: a A. Except as amended in this document, the work in this section will confcr oto the follow" divisions and sections of the SUDAS and IDOT Standard Specifications; asAote r— '�m r. 01570-1 w O SUDAS: Division 1, General Provisions and Covenants Section 1070. Legal Relations and Responsibility to the Public Iowa DOT: Division 11, General Requirements and Covenants. Section 1107.09. Barricades and Warning Signs. Iowa DOT: Division 25, Miscellaneous Construction. Section 2528. Traffic Control. 3.02 NO PARKING SIGNS: A. If needed, the City will furnish "NO PARKING' signs to facilitate removal of parked vehicles ahead of scheduled work. The Contractor is responsible for installation and maintenance of the signs 48 hours in advance of when the vehicles must be removed. 3.03 MAINTENANCE OF FACILITIES: A. The Contractor shall monitor the condition of traffic control and construction facilities at all times, including non -work hours. Repair, replace and maintain as necessary. B. Existing pedestrian access to homes and businesses shall be maintained at all times. Temporary gravel surfaces shall be provided as directed by the Engineer. 3.04 EXCAVATIONS: A. All excavations shall be fenced. 3.05 ADDITIONAL FACILITIES: A. All signs, barricades and fences within and beyond the project area deemed appropriate by the Engineer shall be the responsibility of the Contractor. 01570-2 N l�� r :�M m _m y} W 01570-2 CITY OF IOWA CITY SECTION 02660 (Revised 2/1/2013) La WATER DISTRIBUTION PART1 GENERAL Ll SUMMARY.• A. Furnish, install and test water distribution system as indicated and specified. 1.2 REFERENCES.- A. EFERENCES.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 1. 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 2. ANSI/AWWA-C105/A21.5-99: Polyethylene Encasement for Ductile -Iron Pipe Systems 3. ANSI/AWWA-C110/A21.10: Ductile -Iron and Gray -Iron Fittings, 3 -inch through 48 -inch, for Water and Other Liquids 4. ANSI/AWWA-Clll/A21.11: Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 5. ANSI/AWWA-C150/A21.50:Thickness Design of Ductile -Iron Pipe WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/012013 Page 1 of 17 6. ANSI/AWWA-C151/A21.51: Ductile -Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. ANSI/AWWA-C153/A21.53: Ductile -Iron Compact Fittings, 3 -inch through 24 -inch, and 54 -inch through 64 -inch for Water Service 8. ANSIIAWWA 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. ANSI/AWWA 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. ANSI/AWWA C65 1***: Disinfecting Water Mains 17. ANSI/AWWA 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: _T1 3Y� 1. MSS -SP -58 Pipe Hangers and Supports, Materials Design aayian factl� 2. MSS -SP -69 Pipe Hangers and Supports Selection and App hcatron i VO c� uo G. Uni-Bell PVC Pipe Association:a w 1. UNI -B-3-88 Recommended Practice for the Installation of Polyvinyl Chloride (PVC) Pressure Pipe (nominal diameters 4-36 inch) complying with AWWA Standard C-900. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02101/2013 Page 2 of 17 L3 SUBMITTALS.- A. UBMITTALS.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. N 0 C. Shop, Working Drawings or Construction Plans showing: s -n 1. Pipe layout with valves, fittings and hydrants shown 2. Bolts �r r M 3. Joints A 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 minimize 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. 1. For tapping service, provide 24 hours notice. 2. For notice to customers of disruption of water service, provide 48 hours notice. This work will be completed with the assistance of Water Division personnel. 3. For review, comments, and approval of plans of operation, provide 3 days notice. 4. For locations of underground facilities, provide 48 hours notice. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 3 of 17 N O fJ� C. PART 2 PRODUCTS Cm a rn S 21 All products used for this work shall be from the list of "Accepted Productc#`�`e�r Distribution and Water Service Materials" contained in the Iowa CitWate ivision Reference Manual. _ 2.2 DUCTILE-IRONPIPE. 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 AWWA C104. 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/AWWA Cl i I/A21.11. 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 Griffin 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 CHLORIDE PIPE: A. Pipe shall conform to ANSUAWWA 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. C. PVC pipe shall not be installed under public roadways and shall not be used around cul-de-sacs or other small radius curves. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 4 of 17 " t 2.5 FITTINGS: A. All fittings shall conform to ANSI/AWWA C110/A21.10, wit)f t�'�ssuree ratf Class 350 for 3" to 24".n B. Mechanical joint fittings shall be ductile iron compact ANS1/Al'S/A2. or ductile standard ANSI/AWWA C110/A21.10. Large fittings, 1� thwugh - inch shall be ductile iron standard ANSUAWWA C110/A21.10. tviveltoes shall be ductile iron standard ANSI/AWWA C110.A21.10. Where ductile iron is not available (i.e., offsets), cast iron standard ANSUAWWA C110/A21.10 shall be provided. C. All fittings shall be bituminous coated inside and outside and shall be furnished 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 ANSUAWWA 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 ANSUAWWA 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 operating nut for operation of the valve and shall open left. 7. All interior and exterior cast iron, ductile iron or steel surfaces shall be painted with an epoxy coating and contain stainless steel bolts and nuts. 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 famished 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 YDRANTS.Specification standard: ANSI/AW 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: 41/2 inches for 12" water main and under 51/4inches for 16" water main and above Nozzle arrangement 3 nozzle, two 2'/2 -inch hose nozzles and one 41/2 -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 - N o Direction of opening: Open to right (clockwise) fir' a a e-- Packing: Conventional or O -Ring Size and shape of 1 %2 inch, standard pentagon operating nut: `=1 Working pressure: 250 psi Color: Safety Red WATER DISTRIBUTION- CITY OF IOWA CITY - 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 famished 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. a >i `" 2.9 GASKETS, BOLTS, NUTS, AND THREAD ROD: A. Mechanical joints made with: H C_� -<r rn Cn i 1. Bolts: NSS Cor -Blue. 2. Stainless steel bolt studs with SS nuts on each end. w B. All thread rod used to restrain fittings shall be stainless steel with SS nuts and 3/4" diameter. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 7 of 17 Z10 TRACER SYSTEM A. Tracer Wire for Direct Bury: 1. 412 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 metall�rNlly bonded Electrolytic copper. g D. Ground -rod Clamp: r rin 1. High-strength, corrosion -resistant copper alloy. r '? 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 be given to the Water Division. B. Contractor will not be charged for the water used as long as there is reasonable care to control and conserve the rate and volume used. If there is waste or carelessness, Contractor will be charged for water. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 8 of 17 N O C! PART 3 EXECUTION C-)-33 �f Z. rn 3.1 REFERENCESAND DOCUMENTS: A. Contractor must have all required documents on the site before c`gmmenSing with the work. — B. Valves, fittings, hydrants and ductile -iron pipe shall be installed in accordance with ANSI/AWWA C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with AWWA M23, ANSVAWWA-C605 and Uni-Bell PVC Pipe Association UNI -13-3-88 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: I. 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, STORAGE AND 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 AWWA M23, change "should" to "shall." D. Within the "Handling" language of AWWA M23, change "should" to "shall." 3.3 LOCATION, ALIGNMENT, SEPARATION & GRADE.- A. RADE:A. Water mains, valves, hydrants, and special fittings shall be installed in the locations shown on the plans or as directed by the Engineer. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 9 of 17 0 rc_ y. 3 I J --i B. Contractor shall have all buried utilities located by the 1 -800 -ON -,PALL servM and shall do exploratory excavation as necessary to determine' Ic ionflie&i between existing utilities and new water main. No extra compion,4vil1 allowed for the exploratory excavations. ca C. Water main shall be installed a minimum depth of cover of 5%: 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: 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: the top of a sewer main is at least 18 inches below the bottom of the water main and 2. the sewer is placed in a separate trench or in the same trench on a bench of undisturbed earth at a minimum horizontal separation of 3 feet from the water main. WATER DISTRIBUTION- CITY OF IOWA CITY- 02660 02/01/2013 Page 10 of 17 r� c� When it is impossible to obtain the required horizontal clearance of-�,*et`•�ird a vertical clearance of 18 inches between sewers and water mains, the sever must' be constructed of water main materials meeting both the minimumur6Ratm" of 150 psi and the requirements of Sections 8.2 and 8.4 of the "Iow d TO for Water Supply Distribution Systems". However, a linear sepazatigq 0 at Wst 2 feet shall be provided. w 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 be 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 PIPE BEDDING AND BACKFILLING: A. Ductile -iron pipe bedding shall conform to the project plan details or as otherwise specified or directed by the Engineer. B. PVC pipe bedding shall conform to UNI -B-3-88 laying condition Type 2 including hand excavation for the bell holes. The bedding shall be loose, natural, fine soil which is compacted by hand tamping on the soil along the sides of the pipe to the WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 11 of 17 top of the pipe. C. Trench width within the pipe envelope shall conform to the plans or asArected by the Engineer. M Cn –� D. Set valves and hydrants on precast concrete bases. y z C-) a, 3.5 PIPE RESTRAINT. - A. Thrust Restraint: — 7 t' 1. For pipe smaller than 10" diameter, concrete block shall be'16ed, plcing 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: 1. 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 JOINTS AND 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: The range of torque for tightening bolts which is indicated in ANSI/AW WA C600 may be somewhat affected by the temperature. On cold days, more torque may be required. WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 12 of 17 2. Use extreme caution when tightening cast iron fittings to avoid breaking the ears of the flanges. An average worker should not use a wrench longer than 18 inches. 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: /V 1. Clean pipe ends for distance of 12 inches. 2. Use soapy water as gasket lubricant. w r 3. Carefully mark and place the sleeve coupling in the center jo.". M 3.7 TAPPED CONNECTIONS UNDER PRESSURE: iO 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 POLYETHYLENE ENCASEMENT. 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 recommended. Iowa Department of Transportation (IDOT) requires a 9' setback. D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished ground. The break -off flange should be no more than 6 inches above ground. There shall be no obstructions to fire hose connections. WATER DISTRIBUTION- CITY OF IOWA MY - 02660 02/01/2013 Page 13 of 17 E. The base elbow shall be placed on solid precast concrete blocks,9n firm, undisturbed soil. The bagel of the hydrant shall be firmly braced against t M back of the trench wall with pre-cast cement blocks to resist thrust at the p`tperwnftction—n F. The base and lower barrel shall be backfilled with 5 cubic feet ofMMfteXVaveF or 1 inch crushed rock to allow water to release from the hydrant dram: 7- .,, X71 G. Install the hydrant plumb. Drainage stone and soil backfill aroundtl Aa4e? shall�e firmly compacted to provide good lateral support for the hydrant. This is eslential to the performance of the break-off flange. 3.10 WATER MAIN OPERA TIONS: 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 minimize the impact of service interruptions and pressure and flow variations on the water distribution system .and existing customers. 3.11 DISINFECTIONFOR POTABLE WATER SYSTEMS: A. General 1. 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 ANSUAW WA C651 and the following specifications. B. Special Disinfection Requirements 1. 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 granulated/tablet 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 hours, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24 hour period, the WATER DISTRIBUTION- CITY OF IOWA CITY . 02660 02/01/2013 Page 14 of 17 treated water shall contain no less than 10 mg/L chlorine throughout the length of main. 4. After the retention period, flush the heavily chlorinated water from the main until the chlorine concentration in the water leaving the main i"o higher than 3 mg/L and the water appears clean. Flush at a minimum Rocity of 2.5 feet per second in the main through an opening not Je6�hao '/4 Of" main diameter. For 6 -inch through 12 -inch water mains ,�d: rngF 2%2 -inch fire hydrant opening is adequate. Water entering storm sRTP; system all be dechlorinated by a method approved by the Engin te., prem downstream environmental damage (i.e. fish kills). 5. After final flushing and before the new water main is eonnecteed 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. C. Tablet Method of Chlorine Application — Granulated or Tablet 1. 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. D. 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 '/4 of the main diameter. For 6 -inch through 12 -inch water mains, a single 2'/2 -inch fire hydrant opening is adequate. 2. Add the water and chlorine solution with the required concentration to fill the main completely. 3.12 TESTING: A. 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 valves and hydrants WATER DISIRIBUIlON- CITY OF IOWA CITY - 02660 02/01/2013 Page 15 of 17 N V Q,5 �� during this operation. n �, 2. Open one hydrant (completely) at the end of the main or Roig"oint�on the main which is to be filled. Open a filling valve (4119mallest EM available) slightly. Allow the water main to fill and slowly, releasin the When the main being filled has released nearly all air; sucgi should diminish and water released from the hydrant should flow m -a steady stream. Monitor and control the released water to minimize damage. 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: Conduct combined pressure and leakage test in accordance with ANSI/AWWA C600 and ANSI/AWWA C605. 2. Pressure test off the hydrants or furnish 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 additional tests and repairs until water main passes the test. C. Valve Operations: WATER DISTRIBUTION- CITY OF IOWA CITY - 02660 02/01/2013 Page 18 of 17 1. All valves shall be located and tested to verify operation. Remov6he valve box lid, insert the valve key and open and close each valNiF CouLme t and record the results.—i `- �� �. M D. Hydrant Operations: r nv 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. 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. 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: 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. 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 APPENDIX B N O Water Main Testing Procedure r 0 Contractor will be present for EACH step along with City of Iowa City EnJgeeri9bAA1a= Division staff. - - Please be aware that the testing window, indicated below in BOLD will need tone completed within a 4 day window. This means that testing on a water main system will have to be started on a Monday or Tuesday in order to complete all of the item3 as required. Depending on the Hygienic Lab schedule, Wednesday is possible if everything proceeds in a timely fashion. 2. Use only the specified amount of granular chlorine to disinfect the main. 3. Fill the line slowly until you get a trickle of water from the highest available hydrant. Shut off the hydrant and leave the line filled. 4. No SOONER than 24 hours and no LATER than 48 hours, the first bacterial test should be taken. 5. Contractor will take bacterial tests from all locations determined by City staff. Tests will be taken AFTER water has been flushed to normal residual levels. CONTRACTOR IS RESPONSIBLE FOR DECHLORINATING ALL DISCHARGED WATER. The Iowa City Water Division is available for professional guidance if the contractor is not experienced in current dechlorination procedures. 6. Within 24 hours ANOTHER (2nd) bacterial test must be taken for EACH of the initial tests taken. Verbal or written verification from the U of I Hygienic Lab must be provided for the entire initial round of tests prior to undertaking this second round of tests. VERIFICATION MUST BE PROVIDED FOR ALL BACTERIA TESTS PRIOR TO PRESSURE TESTING - this can be in the form of a call out to the Hygienic Lab, an email or a fax. Pressure test will be performed on all new water mains. Tests are for 2 hours at 150psi. Pressurize the line no higher than 155psi to begin. A City owned pressure gauge must be placed on the line in addition to the contractor's gauge. 8. City Engineering staff will give notice to the Water Division to locate the water main via all of the tracer wire boxes installed by the contractor. Wire boxes must be fully installed and placed in their final locations before a locate will be performed. The main must trace as it will when it's put into service. 9. Final flush will be performed. At this time, the as-builts, HARD COPIES of all bacterial tests, and a fully filled out materials list, signed by the Contractor, must be turned over or on -hand. 10. After final flush is completed, City Engineering staff will notify the Water Division that the main is acceptable and tapping permits can be issued. Prior to the full acceptance of the job, water main punchlist items (plumbing valve boxes, setting final box elevations, turning hydrants, etc...) must all be completed. 02660-B1 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" thm 10") FITTINGS: (Ductile Iron Standard) ANSI/AWWA — A21.10/010. 3" to 24"-350 osi (Ductile 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 larder or under oavement Mueller - H615, Kennedy, Tyler/Union, American Flow Control - Series 2800, or U.S. Pipe - T-9 TAPPING SLEEVES: (Stainless Steel) Smith Blair - 662 or 663, Ford FAST, Mueller -H304, 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: (Meealue — 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 VALVES: (Butterfly) ANSI/AWWA C504, Class 150B Clow, Pratt, Mueller, Kennedy, M & H, DeZurik or Val -Matic VALVES: (Tappine) Clow — F-2640, Mueller — T-2360-16, Kennedy 8950 SS, U.S. Pipe — A-USPO-16 Accepted Products for Water Distribution Materials Page 2 (Revised 2/1/2013) VALVE BOXES: Tyler — (Series 6855 & Item 666A, Range 51" to 71") East Jordan Series 8555 & Item 666A — Range 51" to 71" F-2545 Medallion, Mueller Super Centurion 250 SLEEVE TYPE COUPLING: (With Stainless Steel Nuts & Bolts) 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 Er �q7 WIRE' Direct Bury: #12 AWG single solid copper conductor, 30 mil LLDPE insulation, blue in* v (Ti rn = � Directional Drilling/Boring: 912 AWG copper -clad stainless steel core, 45 mil LLDPE insulation, blue in color 4' 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 2/1/2013) CORPORATION VALVES: ANSUAWWA C800 Until December 31, 2013 Mueller B-25008, BeginningJanuary 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 BesinninQ 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 b On --i n �� A O 7's �' W SECTION 17124 FIBER OPTIC CONDUIT PART 1 -GENERAL 1.01 SECTION INCLUDES: A. HDPE duct B. HDPE mechanical coupling C. Duct plug D. Pull tape E. Handhole and cover F. Ground bar and termination hardware G. Geotextile materials H. Locate / tracer wire 1.02 CODE COMPLIANCE., A. All work and materials shall comply with the most recent rules, codes, and regulations, including but not limited to the following: 1. Occupational Safety and Health Act Standards (OSHA) 2. NFPA 70 - National Electrical Code (NEC) 3. ANSI/IEEE C-2, 1997 National Electrical Safety Code 4. All other applicable Federal, State, and local laws and regulations N _O 1.03 SUBMITTALS: A. Submit product data for each of the following: >_-4 a i 1. HDPE duct �c�-)- 2. HDPE mechanical coupling 1 s rn 3. Duct plug o 4. Pull tape ra 5. Handhole and cover 6. Ground bar and termination hardware 7. Geotextile materials 8. Locate / tracer wire B. Submittal Procedures 1. Within five working days after receipt of the Contract and prior to the pre - construction conference or any payments, the Contractor shall submit to the Owner for timely review a schedule of submittals listing each required submittal as identified in Paragraph 1.03-A. 2. Submit the following information for approval prior to ordering and installation into the project. a. Manufacturer name b. Manufacturer part number 17124-1 c. All relevant specification and description information necessary for the Owner to validate that the material submitted is in fact the material specified. 3. Transmit each submittal with transmittal letter indicating: date, project title, and contractor's name and address. 4. Apply Contractor's stamp. Sign or initialed submittal certifying th4trevdgw,t verification of products required, and dimensions are in accordance with': the �. requirements of the work and Contract Documents. e L"v 5. Submit the number of copies that the Contractor requires, plus three (3) copi7st-1 that will be retained by the Owner. Mail or deliver submittals to' _. City of Iowa City 9 Attn: Dave Panos, P.E. 410 East Washington Street Iowa City, IA 52240 a 6. Submittals will be reviewed by the Owner and Design Professional and returned to the Contractor either approved as submitted, approved with comments, or rejected with comments. If rejected, Contractor shall correct and resubmit as required, identifying all changes made since previous submittal. 7. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 8. Complete and include unit costs with the overall project Proposal Form by the project letting date. The unit costs will be used to prepare progress payments to the Contractor. The unit costs will also be used to establish the total cost for any related Extra Work Orders. 1.04 MANUFACTURER'S INSTRUCTIONS: A. When specified in specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, adjusting, and finishing, in quantities specified for Shop Drawings and materials brochures. B. Unless otherwise stated, where installation requirements identified in the Standards conflict with the manufacturer's recommendations, the more restrictive shall be applied. C. Notify Engineer of conflicts between manufacturers' instructions and Contract Documents. 1.05 QUALITY ASSURANCE: A. Full compliance with engineered design and specifications is required. Performance criteria included in the references shall be met. Test data shall verify system performance. PART2-PRODUCTS 2.01 MATERIALS: A. HDPE Duct 1. Acceptable Manufactures: Endot, Arnco, Carlon, Dura -line, or approved equal. 17124-2 2. Product Description: High Density Polyethylene (HDPE), ASTM D 3035, SDR 11. UL Listed, smooth interior and exterior wall. Non -plenum rated. 3. Nominal Size: 2" (nominal) controlled outside diameter, for underground installations. 4. Color: orange; solid color. 5. Fittings and Duct Bodies: Manufacturer's recommended fittings and components to make the system work. B. HDPE Mechanical Coupling 1. NOTE: Ducts may also be field -joined using approved fusion methods. 2. Acceptable Manufactures: ETCO or approved equal. 3. Product Description: Mechanical coupling, double E -Loc coupling for HDPE -to - HDPE connections in restrained and unrestrained installation locations. Threaded end caps with nylon compression bushing. 4. Nominal Size: Sized for 2" HDPE, SDR 11. C. Duct Plugs 1. Acceptable Manufactures: Jack Moon or approved equal. 2. Product Description: Expandable blank duct plug for 2" HDPE, SDR 11. elastomeric-gasket with pull -rope loop. D. Pull Tape 1. Acceptable Manufactures: Neptco or approved equal. Solid, 2. Composition: Woven polyester. I ON a. Pulling Strength: minimum of 1250 lbs. b. Pull tape shall have permanent sequential footage markings FI" E. Handholes �` `D ca 1. Acceptable Manufactures: Hubbell Quazite or approved equal. N 2. Product Description: rn 0 a. Handhole box: polymer -concrete, ANSI Tier 22, open bottom, with 4" mouse - hole on two ends. b. Handhole cover: polymer concrete, ANSI Tier 15, heavy duty, two-piece, two bolts, logo to read "Fiber Optics". Cover bolts shall be 3/8" stainless steel, penta-head with washers. 3. Nominal Size: Nominal handhole size shall be 30" wide x 48" long x 36" deep. 4. Color: gray. F. Ground Bar and Termination Hardware 1. Acceptable Manufactures: Harger or approved equal. 2. Product Description: Copper ground bars with dimensions measuring 1/4" x 1" x 9" shall be furnished and installed with telecommunication handholes. The ground bars shall have 5 1/4 — 20 tapped holes with insulators and panhead torx screws. G. Geotextile Materials 1. Acceptable Manufactures: Propex Geosynthetics or approved equal. 17124-3 2. Product Description: Woven geotextile, polypropylene resin fiber material shall be furnished and installed with telecommunication handholes. Minimum Average Roll Values (MARV) shall be as follows: H. Locate / Tracer Wire 1. Acceptable Manufactures: Pro -Pak Industries, Pro -Trace or approved equal. 2. Product Description: Copper conductor, 45 MIL thick HDPE jacket, 12 AWG (or 10 AWG) solid copper conductor, designed for direct bury, orange in color. PART 3 - EXECUTION 3.01 HDPE DUCT INSTALLATION: A. HDPE duct shall be installed at a depth of 36" to 42" of cover below grade. Minimum cover shall be 36" unless otherwise noted. Crossings of known and identified utilities and obstructions require variance to maximum and minimum depths specified. When a depth of 36" to 42" cannot be maintained notify the Owner's representative to determine maximum allowable depth. Provide additional cover as required by State, City, other utilities and authorities having jurisdiction where applicable or as necessary to traverse other utilities. B. Maintain a minimum 12" horizontal separation between other communicauon utilities and piped fluids. Maintain a minimum 3" horizontal separation froiy pDwe�;and i1 foreign conduits. Maintain a minimum 60" horizontal separation froYmjater`mair►a- At crossings provide a minimum vertical separation of 6" from conn duets, c4b7e and piped fluids. Notify Owner's representative for variances. Kr– C. Contractor is required to maintain positive drainage along the rout' ughout theF7 duration of the project. All necessary dewatering shall be provided atilo ifttionaf' cost to the Owner. ry 17124-4 MARV PROPERTY TEST METHOD ENGLISH MECHANICAL Tensile Strength (Grab) ASTM D-4632 200 lbs Elongation ASTM D-4632 12% Puncture ASTM D-4833 90 lbs CBR Puncture ASTM D-6241 700 lbs Mullen Burst ASTM D-3786 400 psi Trapezoidal Tear ASTM D-4533 75 lbs ENDURANCE UV Resistance (% Retained at 500 hrs) ASTM D-4533 70% HYDRAULIC Apparent Opening Size (AOS)3ASTM D-4751 40 US Std. Sieve Permittivity ASTM D-4491 0.05 sec Water Flow Rate ASTM D-4491 4 gpm/ H. Locate / Tracer Wire 1. Acceptable Manufactures: Pro -Pak Industries, Pro -Trace or approved equal. 2. Product Description: Copper conductor, 45 MIL thick HDPE jacket, 12 AWG (or 10 AWG) solid copper conductor, designed for direct bury, orange in color. PART 3 - EXECUTION 3.01 HDPE DUCT INSTALLATION: A. HDPE duct shall be installed at a depth of 36" to 42" of cover below grade. Minimum cover shall be 36" unless otherwise noted. Crossings of known and identified utilities and obstructions require variance to maximum and minimum depths specified. When a depth of 36" to 42" cannot be maintained notify the Owner's representative to determine maximum allowable depth. Provide additional cover as required by State, City, other utilities and authorities having jurisdiction where applicable or as necessary to traverse other utilities. B. Maintain a minimum 12" horizontal separation between other communicauon utilities and piped fluids. Maintain a minimum 3" horizontal separation froiy pDwe�;and i1 foreign conduits. Maintain a minimum 60" horizontal separation froYmjater`mair►a- At crossings provide a minimum vertical separation of 6" from conn duets, c4b7e and piped fluids. Notify Owner's representative for variances. Kr– C. Contractor is required to maintain positive drainage along the rout' ughout theF7 duration of the project. All necessary dewatering shall be provided atilo ifttionaf' cost to the Owner. ry 17124-4 3.02 D. Provide pull tape in each HDPE duct in each segment of the route. Secure pull tape to duct plug at each end. E. HDPE duct shall extend into handholes and turn up. See detailed drawings for handhole installation. F. HDPE duct shall be installed using the industry standard installation equipment and methods. G. A site survey of the installation of the duct shall be made by the Contractor prior to beginning work. H. Cut duct square using a saw or pipe cutter; de -burr cut ends. I. Duct shall be field -joined by either fusion methods or mechanical couplings. Use only those mechanical couplings specified. As -built markups shall reflect the station number of coupled joints. J. Plug both ends of unused duct using approved duct plugs. Protect installed duct against entrance of dirt and moisture before and after installation. K. Manufacturer's recommended installation tension shall not be violated. L. Damaged HDPE duct shall be replaced with new. M. Test each segment of new HDPE duct for excessive deflection and collapse using a test mandrel no smaller than 80% of inside diameter of the duct. The test shall be conducted after the trench has been backfilled and compacted to the required finished grade according to project specifications. HANDHOLE INSTALLATION: A. Refer to the detailed drawings for handhole installation details. B. Unless otherwise noted, handholes shall be installed level with grade, flush and parallel to streets and sidewalks. If necessary, slope the area around the handhole, within a few feet, to direct drainage away from the handhole. Provide fill around handhole and compact near to 90% modified standard proctor density using a vibrating rammer compaction machine with appropriate sized foot and compacting around handholes in 8" to 12" lifts C. All dirt, debris, trash, packaging, tape, etc., resulting from work associated with the project shall be cleaned from handholes prior to acceptance of the project work. The rim of the handhole shall be cleaned and the cover bolted down when work is complete. All bolts shall be accounted for. D. Open handholes shall be sufficiently barricaded. o n a r 9„ w N 17124-5 PART 4 - METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 METHOD OF MEASUREMENT: Measurement for FIBER OPTIC CONDUIT will be as follows: A. This item will be measured per linear foot installed. 4.02 BASIS OF PAYMENT: Payment for FIBER OPTIC CONDUIT will be as follows: A. Payment of the accepted unit price per linear foot shall be full compensation for supplying all equipment, labor, and materials necessary to install the complete system as shown on the plans and outlined in the specifications. The installation shall include but not be limited to conduit, mechanical couplings, conduit plugs, pull tape, polymer concrete handhole boxes and covers, stainless steel cover bolts, geotextile woven fabric, granular base, ground bar and termination hardware, tracer wire, trenching or pushing of conduit, excavation, backfilling, compacting, surface restoration, utility coordination, and all other miscellaneous items necessary to complete the FIBER OPTIC CONDUIT system in place. END OF SECTION 17124 N O L� t C7 A ca V: �jo rf w 17124-6 :! O U Z 0 Z mrO 0"' SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO SOUTH GILBERT STREET, PHASE CITY OF IOWA CITY IOWA STATE MAP ASreMrl RL'ICLYNIE[KK9vN IOWA CITY, IOWA PREPARED FOR: CITY OF IOWA CITY SCALES: As Noted THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS AND DETAILS SHALL APPLY TO CONVENTIONAL WORK ON THIS PROJECT. FOR PROJECT LOCATION MAP REFER TO SHEET A.02 MILEAGE SUMMARY DATA URBAN LOCATION LIN. FT. MILES 1 URBAN' 2040 AADT SYCAMORE ST. E -W (STA. 177+50.00 TO STA 180+54.49) 304.49 V.P.D. LEHMAN AVE. RAB (STA. 10+00.00 TO STA 14+39.82) 439.82 rDIV. LEHMAN AVE. (STA. 181+79.14 TO STA 184+70.00) 290.86 TRUCKS SYCAMORE ST. N -S (STA. 82+73.45 TO STA 99+72.36) 1,698.91 % McCOLLISTER BLVD. RAB (STA. 10+00.00 TO STA 14+39.82) 439.82 EROSION CONTROL & SWPPP SYCAMORE ST. N -S (STA. 101+12.36 TO STA 107+70.00) 657.64 Design ESALs 1,000,000 RIGHT-OF-WAY PLAN TOTAL NET PROJECT LENGTH 3,831.54 1 0.73 DESIGN DATA URBAN 2010 AADT 2,500 V.P.D. 2040 AADT 8,000 V.P.D. 20 DHV QUANTITIES & ESTIMATE REFERENCE INFORMATION V.P.H. TRUCKS 3 % Total EROSION CONTROL & SWPPP G.01 -G.03 Design ESALs 1,000,000 RIGHT-OF-WAY PLAN J.01 -J.12 ®IOWAAAAAAAArM ONE CALLSM 1-800-292-8989 -. www.lowaon000ll.com I `8-.. UTILITIES WE CONTRACTOR i11N1 NOTIFY IOWA ONE CALL NO l£ss T1. IB NRS IN ADVANCE OF ANY DISONG OR EXCAVATION. WERE WSUC UTILITY FaURTS ARE SHOWN As EVETINC ON THE PIANs OR ENCWNTERED W1MN TIE CONSTRUCTION AREA. IT SRALL BE WE RESPONSBIBUTY OF HARE CONTRACTOR TO NOTIFY WE TANERS o' TROY UIUTES PRIOR TO WE BEGINNING OF MY CCNSTRUCTON. ME CONTRACTOR SO IAF O ACCESS TO MESE FAOUTIM FOR NECESSARY MCOIFICATION Cf sERNCEs UNDERYINI FACUTES, STRUCTURES AND OTUTIES NAVE BEEN ROTTED FROM AVALAft£ $URKYS AND RENRDS AND MENEFORE MEN LOCATIONS MOST BE CONSOCRED APPROMMATE ONLY, IT Is PGSSBI£ THERE MAY M OTHERS. WE EXISTENCE O AVON IS PREYNRY NOT MNOMN OR SRTRAN I'I IS ME CONTRACTOR'S RESPWSBNTY TO MTERWNE WEIR EXISTENCE AND EXACT LOCATION AND TO ANDD DAMAGE THERETO. NO 0-A.S FOR AnomWP1 COMPENUTION WILL BE ALLOKD TO ME CONTRACTOR FOR MY INTERFERENCE LR DELAY CAUYD BY RICH NORM. _?15 JAN -o Aid 9: 31, i'ry64 INDEX OF SEALS INDEX OF PLANSHE$' DRAWING NO. DRAWING TITLE AOI -A.03 COVER SHEET, LOCATION MAP AND LEGEND B.D1-BG9 TYPICAL SECTIONS AND SPECIAL DETAILS CGI -C.08 QUANTITIES & ESTIMATE REFERENCE INFORMATION D.01--0.04 MAINLINE ROAD PLAN & PROFILE E01 -E.04 SIDE ROAD PLAN & PROFILE F.01 -F.06 EROSION CONTROL & SWPPP G.01 -G.03 SURVEY INFORMATION H.01 -H.07 RIGHT-OF-WAY PLAN J.01 -J.12 STAGING AND TRAFFIC CONTROL K.01 -K.08 PAVEMENT MARKINGS AND TRAFFIC SIGNING LOi-L.19 INTERSECTION GEOMETRIC, STAKING, AND JOINTING M.O1-M.09 STORM SEWER PLAN AND PROFILE P.OI-P.11 DUCT BANK / FIBER OPTIC PLAN AND PROFILE Q,01-0.09 GEOTECHNICAL INFORMATION R.01 -R.04 REMOVALS S.01 -S.10 PEDESTRIAN ACCOMMODATIONS T.01 EARTHWORK TABULATION U.01 -U.07 WATERMAIN SHEETS W.01 -W.15 MAINLINE CROSS SECTIONS X.01 -X.04 SIDE ROAD CROSS SECTIONS INDEX OF SEALS DRAWING NAME TYPE NO. POraon.I super i,non and thA A.01 AARON GRANOUIST PRIMARY SIGNATURE BLOCK CITY OF IOWA CITY APPROVED FOR CONSTRUCTION JAION HAVEL, P.E. DATE 1Own cltt,low/, rBAVM 07 1 here69 cer tdy that this englneenng document R s prepared by me or under as direct POraon.I super i,non and thA p� ES51-'C IV - �� duly} 0nsad Profasm mall 1/1" f IOea. A /� �`.�.. En9mea�u'nder the la.s of t AARON RRON DR NQUIST. P P� �CR4/NQUUIST. GRANQUIST License Number: 17560 17560 My license renewal date is DECEMBER 31, 2016 O fowl PO9 or sheets covered by this seal: A.01 DKEMBER 201 MSC L U R E" m.R1 alo-eza[oaa 1Own cltt,low/, rBAVM 07 unsian: ADG �p 1)40 UNIT Lon* SYCAMORE STREET IMPROVEMENTS �.. NC 3613000- building strong communities. NOM LprtY, IA TR317 CITY LIMITS TO COVER SHEET A.01 DKEMBER 201 MSC L U R E" m.R1 alo-eza[oaa JSS/ FIELDBOOK NRR 31R-01361roa8 SOUTH GILBERT STREET, PHISEI „.>....................�,�..A.., ,.�n,..N _m�eMn,..MN•r �....«.nr�,w�+.p ENGINEERING CY, r Q 0 U^ V Z W LOU Z_^ (D Z W W K U U i] !7-11 J: GENERAL LEGEND WA r Lane RE EET I 155n FIELOBIn OOK 'DKFMa[aoaia I I M'CLURE" building strong communities. �F tax eQ�Yo96 t' I SOUTNG GILBERT STREET, PHASE IS I LEGEND I c q � p"n''�"'"' µ�` p e4—_9��•o �v�...0. I Od _ A. ENGINEERING C-. EXISTING / PROPOSED EXISTING / PROPOSED EXISTING I PROPOSEQ u, _;,if I ( Ci E': -- ��• , `BOLLY4RD)(BUMPER POST) s m SANITARY SEWER MAIN ® • SANITARY SEWER MANHOLE o O • s; SANITARY SEWER SERVICE m O SANITARY SEWER CLEANOUT 4 T ROADWAY SIGN SANITARY SEWER FORCE MAIN ® ® AIR RELEASE MANHOLE/DRAIN MANHOLE MAILBOX S -ST mommimmommi STORM SEWER MAIN OR CULVERT ® 0/m STORM SEWER MANHOLE ® • WELL ST2 ST2 SECONDARY STORM SEWER MAIN €; m STORM SEWER CLEANOUT Q,t Q,r DECIDUOUS TREE ST2 ------------------ SECONDARY STORM SEWER SERVICE 10 E3/13 STORM SEWER INTAKE r •r EVERGREEN TREE w • WATER MAIN ® • STORM SEWER BEEHIVE INTAKE. a SHRUB OR BUSH WATER SERVICE > Q7 FLARED END SECTION TREE OR SHRUB LINE ce UNDERGROUND ELECTRIC FIRE HYDRANT AI STUMP axe I OVERHEAD ELECTRIC bd m WATER VALVE S is MONITORING WELL * UNDERGROUND TELEPHONE ® A WATER VALVE MANHOLE 0. Qo SOIL BORINGS ro ro UNDERGROUND FIBER OPTIC 1'% 17 CURB STOP 8- FLAG POLE r r UNDERGROUND CABLE TV ® ® WATER METER MANHOLE L SATELLITE DISH c c GAS MAIN OR SERVICE T: 1°1 YARD HYDRANT D- la- SLOPE INDICATORS - - - - - - - ---- - - - - - - - - - CONTOUR LINES INTERMEDIATE O ® ELECTRIC MANHOLE I VAULT {�� CONTROL POINT CONTOUR LINES INDEX q q ELECTRIC PEDESTAL I TRANSFORMER BENCH MARK - - - - - - - • • - • • - • • - • • - • • - PROPERTY LINE / LOT LINE w w OUTDOOR ELECTRIC POWER OUTLET 4 SECTION CORNER - - — - - SECTION LINE P a POWER POLE O IRON PIN SET - - - - - - - - • - • - • - • - • - • - EASEMENT W. 4 POWER POLE W/ STREET LIGHT • IRON PIN FOUND GUARD RAIL O 4 STREET LIGHT POLE DR -1 DRAWING NUMBER .x n Fa n FIELD FENCE o GUY WIRE —0-0— c o CHAIN LINK FENCE ® ® TRAFFIC SIGNAL A�T7 —0-0— o o WOODEN FENCE ® ® TRAFFIC SIGNAL BOX T/5 TOP OF SLAB - - ROAD CENTERLINE ® ® TRAFFIC SIGNAL MANHOLE I VAULT Bc BACK OF CURB - - - - - - - - - GRADING LIMITS ® ® RAILROAD CROSSING SIGNAL Tc TOP OF CURB CONSTRUCTION LIMITS 8 O TELEPHONE MANHOLE I VAULT FIL FLOWLINE AG AG LINE q Or TELEPHONE PEDESTAL q• CENTERLINE — - - — - - — - - WATERWAY FLOWLINE 8 8 CABLE TV MANHOLE / VAULT c CUT ------------------ ------------------ TOP OF SLOPE 0., D. CABLE TV PEDESTAL F FILL ------------------ ------------------ BOTTOM OF SLOPE d5 ISa GAS VALVE O OFFSET x K ■ SILT FENCE O O SANITARY SERVICE (IN CROSS SECTION) RIP TOP OF SLOPE \\\\\\\\\\\\\\\\\ PAVEMENT SAW CUTTING BOT BOTTOM OF SLOPE EP EDGE OF PAVING WA r Lane RE EET I 155n FIELOBIn OOK 'DKFMa[aoaia I I M'CLURE" building strong communities. �F tax eQ�Yo96 t' I SOUTNG GILBERT STREET, PHASE IS I LEGEND I c q � p"n''�"'"' µ�` p e4—_9��•o �v�...0. I Od _ A. ENGINEERING C-. IN: \ProXctA\IAC-3613O08-0O\Dra,,n \Plan s\3613008l n-lz-w i o IOD' (R.O.W) A !!! V T B' A BIKE LVF SOU 17HBOUND NDRT MND On LANE B 5' 1' VARIES I:I . £ PRDFlLE GRADE 4.03 ® 3 (y}}{f1 q (? A� LSS -p All 3J ® m 20%.OA 01 l T ){I I 7• J aEa- 44 •A ..jP.. j.•: ... .. .j PCC SDEWNK 4 PCC WALK VTY Cir le \ ` \ 6 MODIFIED SUBBASE a 9 PCC PAYMENT INTEGRAL CURB �(}) 2" HDPE STORM g,p f2 SUBGRADE TREATMENT CEMENT DUCT BANK % 1 JOINT UTILITY TRENCH (SEE DETAIL) TYPICAL CROSS SECTION (NORTH—SOUTH) �. LOCATION 0 0 0 0 0 NEW 2-LANE PCC PAVEMENT W/ INTEGRAL CURB EXISTING 16" WATERMANO ROAD IDENTIFICATION STATION TO STATION F. F.1 FM FAA FM NOTES NOT TO SCALE SYCAMO 4+ VAR VARIES- - - - A - R A SYCAMORE STREET YCAM SYCAMORE 98+ 5.06 99+ 2.36 V 4 145 - - - SEE TYPICAL CROSS-S CTON FUlt D STATION RANGES MAY INCLUDE DRIVES AND INTERSECTIONS SEE D-SHEETS AND L-SHEETS FOR DETAILS VARIES - - - SEE D-BEETS ANO L-41EETS FOR DETAILS STA. 83+76.42 TO 98+70.36 AND SYCAMOR I 1 1 ]. 4 A V - - - SEE D-SHEE15 Arv0 L-SEEi6 FOR DETAILS ® SEE SHEET C.01 AND CAB FOR PAVEMENT DUMFRIES SYCAMD .37 1 4 106+32. 24 14.5 - - - CAL CN055-SECIIOry ABOVE CD 6• STANDARD CURB, EXCEPT AT DRIVEWAYS AND PEDESTRIAN RAMPS, REFER TO FIGURE ]010.102 STA• 102+14.36 TO 107+64.84 REFER N FIGURE 1040131 TINE. I CASES B AND C INSTALLATION) SYCAMO ST. 1 32.55 1 + 7. 9 VMES VAPoES - - - - AND - FOR A FOR ® CROSS SLOPES MAY VARY AT IN TER SECTIONS. SFE L-SHEER FOR DRAMA SE W-SIMM FOR LOCATIONS OF SPECIAL END CONDITIONS AND DRAINAGE SWNES ® 3E D-, U- AND W-SHEETS FOR LOCATIONS OF EXISTING WATERMNN M A 7 3 far rc R.O.W. VARIES ac Y CA VARIES SOUTHBOUND i NORRIBOUND B F 4 VARIES rIP. 'TNQ . All 4.0i N m m SS to .E.a�x I='ADWALX ...OSS 2.O�Y '- \ O 6 M Al SUBBASE 9 PCC PAVEMENT INTEGRAL CURB (3) 2" HDPE STORM SEWER DUCT BANK /1 ... JOINT UTILITY TRENCH (SEE DETAIL) TYPICAL ROUNDABOUT APPROACH CROSS SECTION (NORTH-SOUTH) LOCATION (D 0 0 0 0 NEW 2-LANE POC PAVEMENT W/ INTEGRAL CURB XISnNG 16• WATERMAINO ROAD mowrETCATON STATION TO STATION Fr F.I Fr All Fr NOTES NOT TO SCALE SYCAMORE STREET -A`STA. 82+73.45 TO 83+76.42 + 5. 4 A AL n A (D STATION RANlYS MAY INCUICE OPoYS AND INTERSECTIONS SEE D-SHEETS AND L-SHEETS FGR DETALS 4 VARIE V e VAR D-9#MAN - OR OEIMLS AN 96+70.36 TO 99+72.71 FWSYCAMOR 1 ] 1 4 VA V R 0-SIEETS - FOR DETAILS ®SFE SHEET C.Ot AND CAB FOR PAVES WAERTIE6STA• . 4 106+ ® 6" STANDARD CURB, E%CENT AT OPoVEWAYS AND PEDE5IPoAN RAMPS RFfER TO FIGURE 7010.10210 24 145 6 N A IC (ROSS-S CTION MUAL 101+12.01 TTI 102+14.38 . 1 108+07 29 VARIES VARI S B vARI - - Q RET7A TO FIGURE 4040.211 (TYPE 1 CASES B ANO C INSTAWTION)STA• 107+64.84 TO 105+07.29 0 CROSS SLOPES MAY VARY AT INTERSECTIONS. SEE L-SHEETS FOR DETAILS STA. ® SEE W-SXEEfS FOR LOCATIONS OF SPECIAL END CONDITIONS AND DRAINAGE SWAIES rEEEEEE M SLE D-, U- AND W-SHEETS FOR LOCATIONS OF EXISTING WATERMAN Ioww CITY, loww `w";n"V,o„.M.....( ADG BAv IAC ffi'3°°6 '"i^ 1740 LMn9er Lane SYC 0111 STREET IMPROVEMENTS ,ab,'w„'„„:„",^„.gym„„,',;;:,";m'", building strong comic lies NorthLil 1, IN 52317 CITY LIMITS TO TYPICAL SECTIONS B.01 ° `"'°" 19 )n 3636-9090 PHASE 155 FIELDBOOK lax 319-626-9095 - ENGINEERING C- SOUTH GILBERT STREET, N:\Proleote\IAC-3613008-00\Design\Plana\36130081 Bruce VanSickle 1/2/2015 9:31 AM N:\Pr.jeOt.\IAC-3613008-W\De.1gn\Pl.m\3613008-B.dw, Bruce VanSickle 1/2/2015 9:31 AM ML O 100' (R.O.W.) 0 BIKE LANE SOUTHBOUND LANE J-8) 1 VARIES 3' @ PROFILE GRADE�-: 2 A 35 4.0% STERNE ,015 rp) CITY "A C ITII 1, All b MUU1HtU SUBBASE HMA PAVEMENT I "_�DU(3)CT STdtM 12-5UBGRADE TREATMENT '0 PCC CURB A 2- BANKHOPE 0:� rl JOINT UTILITY TRENCH (SEE DETAIL) TYPICAL CROSS SECTION (NORTH—SOUTH) —EXISTNG 16' WATERMAINO LOCATION (D (D I Q Q 0 ROAD 111NIHIAICIN STATION TO STATION . . ran 1. Dan NOTES NEW 2—LANE HMA PAVEMENT W/ PCC CUM AND GUTTER SYCAMORE Si. 82+73.45 4+50.00 VApp � E. N I.. J�VL I NOT TO SCALE 0 SYCAMORE STREET SYCAMORE Si SYCAMORE Si. 84,700 98+ w 911+2b w i L VP SEE W GROSS A W+ALS 0 -SN AND -SH TS kUN ULINU5 (D STATION RANGES MAY WOLUDE DRIVES AND NTERSECTONS; SEE D -SHEETS AND L -SHEETS FOR DETAILS STA. &3+76.42 TO 98+70.36 AND SYCAMORE ST, 1011-12 37 7 4— - SEE D -SHEETS AND (2) SEE SHEET C.01 AND COB FOR PAVEMENT OUANTTTIES SYCAMO Gi+3134 06+32 2=4 4.5;A - SEE TYPICAL OVO55- COON ABO 0 6' STANDARD CURB. EXCEPT AT DRIVEWAYS AND PEDESTRIAN RAMPS: RM To FIGURE 7010.102 STA. 102+14.36 TO 107+64.84 SYCAM§ 91T T 'C6.32 55 108+07.29 YaU VARIES — 1-1 -- I- - ­­ ­­(TYPE. I CASES B AND C INSTAULATON) 0 CROSS SLOPES MAY VARY AT INTERSECTIONS SEE L SHEETS FOR DETAILS 6 SEE W -SHEETS FOR LOCATIONS OF SPECIAL END CONDIRONS AND DRAINAGE SWALES (2) SEE D, U- AND W -SHEETS FOR LDCATONS OF EMSTRIG WATERMAN F-071 ca PO.W. VARIES ac P. 2' (0) 0 BOUND ES NORTHBOUND 0 E VNARES 411 rNe 31 j'U AT TRANSITION 111P AT TRMSITON 4.0% 15% IS *a- IS 205 4.1 _4" ­ PCC SIDEWALKROD WWWK 6 MODIFIED SUBBASE tD.5 HMA PAVEMENTHOPE 4 (3) STORIA SEWER 12 DUCT BANK JOINT UTILITY TRENCH (SEE DETAIL) TYPICAL ROUNDABOUT APPROACH CROSS SECTION (NORTH—SOUTH) ` LOCATION (D (2)© 0 0 NEW 2—LANE HMA PAVEMENT W/ POC CURB AND GUTTER EXISTING 16" WATERMAINCD ROAD IDENTIRCATION STATION TO STATION . Nat . han Ne NOTES NOT TO SCALE SYCAMORE STREET SYCAMORE ST 2+ 4t50.00 gvu+z VAR4 VARIES �_ VARIES VAR SEE D -SHEETS Atffl-SHWTS c STA. 82+73.45 TO 83+76.42 SYCAMORE ST. SY AN99+ ON �UU 24 14.5 6 N/A VARIES VARIES 8 VARES 5 SEE TYPICAL UNUSb- B'CDUN (ALBQOLVET`n SEE D -SHEETS AND I. -SHEETS FOR DETAILS (D STATION RANGES MAY INCLUDE DRIVES ADD INTERSECTONS; SEE D ­SHEETS AND L -SHEETS FOR DETAILS STA. 98+70.36 TO 99+7Z71 -3 _5 SEE D -SHEETS AND L -SHEETS FOR DETAILS (2) SEE SHEET 0.01 AND C.08 FOR PAVEMENT OUMTRIES 106t 55 T !E - ' w _5 06 NL YHDAL UjUbS-bLUIIUN [AdUA 1 _ STANDARD CURB, EXCEPT AT DRIVEWAYS AND PEDESTRIAN RAMPS, REFER TO FIGURE 7010.102 STA. 101+12-01 TO 102+14.36 IwNvif.�u VARIES s VARIES 7_ SEE D -SHEETS AND L -SHEETS FOR DE ARSO REFER 70 FIGURE 4040,231 (TYPE. I CARS B AND C INSTALLATION) LA= & WSi SLOPES MAY VARY AT INTERSECTIONS. SEE L -SHEETS FOR DETAILS STA. 107+64.84 TO 108+07.29 V SEE W -SHEETS FOR LOCATIONS OF SPECIAL END CONCHIONS AND DRAINAGE SWALES 0 SEE 0-, U- AND W -SHEETS FOR LOCATIONS OF EXISTING WATERMAN AJ)Ci OWA CRY, IOWA mv an— 1740 UnInger Lane SYCAMORE STREET IMPROVEMENTSENTS UMC3613000a'a" building strong communities. North Lbefty. IA 52317 CITY UNITS TO TYPIL SECTIONS CA 13.02 exa.. DECEMBER 2014 is$ FIELDBCKZHK Math 319-028-9090 MCCLURE' tax 319-626-9095 SOUTH GILBERT STREET, PHASE I ING C- N:\Pr.jeOt.\IAC-3613008-W\De.1gn\Pl.m\3613008-B.dw, Bruce VanSickle 1/2/2015 9:31 AM TYPICAL ROUNDABOUT CROSS SECTION NEW PCC PAVEMENT NOT TO SCALE STATION RANGES MAY INCLUDE DRIVES AND INTERSECTONS: SEE D -MEETS AND L -SHEETS FOR DETAILS SEE TAB 100-24 FOR PAVEMENT WAN➢TIES 6- STANDARD CURB, EXCEPT AT DRIVEWAYS AND PEDESTRIAN RAMPS REFER TO FIGURE 7010.102 RE7EER TO FIGURE 4040.231 (TYPE, I CASES B AND C INSTALLATION) CROSS SLOPES MAY VARY AT INTERSECTIONS SEE L -SHEETS FOR DETAILS SEE W --SHEETS FOR LOCATIONS OF SPECIAL END CONDITIONS AND DRAINAGE SWAIES SEE D- AND W -SHEETS FOR LOCATIONS OF EMSIING WATERMAIN © SEE E–SHEETS AND S–SHEETS FOR ADDITIONAL INFORMATION IOWA CITY, IOWA ADG BAV MCU13906 DECEMBER 2014 USSry FIELDBOOK Bruce Van Sickle 1/2/2015 9:31 AM �ASTING 16' WATERMAIN(2) 3 t; SYCAMORE STREET ROUNDABOUTS ±20r LEHMAN AVE. i - - - - VARIES - - - - - - - - - - - - - - - - - _ -� ------ ---------- T EXISTING CHIP SEAL ROADWAY TYPICAL CROSS SECTION NEW HMA 8 FT WADE SIDEWALK NOT TO SCALE 111mm"%p 40 L Heer Lane SYCAMORE STREET IMPROVEMEMS M�CLURGr building strong comm TI" N°mBIn319-8269090E.t> CRY LIMITS TO ttPICA CO SEONS 1Ba 319-026-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING C9 LEHMAN AVE. STA. 184+70.00 TO STA. 189+43.97 B.03 N: \P1.jN&.\IAC-36I3CG8—OO\DesIgn \PIms\361 3WEI can, Bruce VqnSickle 1/2/2015 9:31 AM FILEo D P.O.W. VARIES AN -6 AM 9: 34 VARIES WESTEROUND EASTBOUND CITY CLE I I!R 7. x M, "S11"T fF mcii SUBBASE 9 PCC PA ENT IN GRA CURB N1EIXtAL CURB 12-SUBMADE TREATMENT Tia-m-iI LOCATION G (D Q (D (D TYPICAL CROSS SECTION (WEST-EAST) ROAD 1001111CATION STATION TO STATION F.. . Fax Fax rw NOTES NEW 2-LANE POO PAVEMENT W/ INTEGRAL CURB SYCAMORE ST./LEHMAN AVE. SYCAMORE ST- SYCAMORE ST 177+50.00 178+47.96 VARIES i2LS 178+47,96 179+54.27 VAR ES VARIES VARIES VARIES SEE '-,L'O, 'm, n'T�' , SEE E-SHEM FOR DETAILS NOT TO SCALE STA. 179+54.27 TO 180+54.49 AND SYCAMOR I AffiiE -- 180+79.14 VAR CS VASES VARIES aM —0 SEE E-SHEETS AND L-SHEETS FOR DETAILS STA. 181+79.14 TO 182+82.14 182+82.13 VARIES VARIES VARIES VARIES - SEE E- S- AND L-SHEETS FOR DETAILS 0 STATION RANGES WAY INCLUDE DRIVES AND INTERSECTIONS; SEE E-SHEETS AND C-SHEETS FEEL DETAILS HMA A 182+aw.13 183+75.00 .2mVARIES IAM Z. SEE F-SHFIFTS FOR DETAILS 0 SEE SHEET C.D1 AND CORE FOR PAVEMENT QUANTEMES MAN A 183+7500 18470,00 VARIES VAR FS SEE F-SHQ`7S FOR DETAILS 0 11 STANDARD CURB, EXCEPT AT DRIVEWAYS AND PEDESTRIAN RAMPS, REREIR TO FIGURE 7010.102 189+43S7 0 REM TO FIGURE 4040.231 (TYPE, I CASES 8 AND C INSTALLATION) 6 CROSS SLOPES MAY VARY AT INTERSECTIONS. SEE C-SHEETS FOR DETAILS FWT2--141 R.O.W. VARIES v VARIES WSTOWND EASTBOUND 44 1-N 01- 4.0% (5) 2.5'- 5'� 40% 4 1 an 6 AGO SIDWALK .� WA 1A III 0� INTEGRAL CURB t2'SUBGRAOE TREATMENT CEMENT ROAD IDENTRCATON SY NNAN AVE. LOCATION G @10 0101 STATION TO STATION . . . Fax I//+W.W 1 178+47.96 - VARIES 51154;7.171 179+54.27 - VARIES 7 7 E a j �A�.S VARIES 14 V 7W—IES 61+81's VARIES VARIES gms . - - - �8 NOTES cEr `-�rm Fm DETAILS 7 E- DETAILS KE E-SHEETS AND E-SHECTS FOR DETAL: SEE E- S- AMID L-SHEETS FOR DETAILS TYPICAL CROSS SECTION (WEST-EAST) NEW 2-LANE HMA PAVEMENT W/ PCC CURB AND GUTTER NOT TO SCALE SYCAMORE ST.AIIHMAN AVE STA. 179+54.27 TO 115G+54.49 AND STA. 181+79.14 TO la2+82-14 ---Ld1+/q — (D STATION RANGES MAY INCLUDE DRIVES AND INTERSECTIONS; SEE E-SHEETS AND L-SHEETS FOR DETAILS NPN A 182+82.13 183+75.00 VARIES VARIES VARIES 8 SEE E-SHEETS FOR DETAILS 0 SEE SHEET C.01 AND C.08 FOR PAVEMENT OLIANEITIES MAN A 183+75,00 VARIES aM VARIES Rci V-Wrm Rra 5' STANDARD CURB. EXCEPT AT DRIVEWAYS AND PEDESTRIAN RAMPS. RIEFER TO FIGURE 7010.102 MA AIW7ODOO 189+4397 E-.EETS Rm To FIGURE 40231 (TYPE. I CASES B AND C INSTALLATION) QD CROSS SLOPES MAY VARY AT INTERSECTIONS SEE L-SHEETS FOR DETAILS I—C ADO, BAV 1740 Lininin., L... SYCAMORE STREET IMPRO�NTS IAC 3613WO building strong cooT�,, N.rm Lfti, LA 52317 CITY LUAFTS TO TYPICAL SECTIONS xx DECEMBER 2014 JISS IFIELDOCCHK MCCLURE- main 319-626-9090 fax 319-526-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING C' N: \P1.jN&.\IAC-36I3CG8—OO\DesIgn \PIms\361 3WEI can, Bruce VqnSickle 1/2/2015 9:31 AM is TYPE Twrpwu read comp _ I Notion I.� e b min I e 4 3 4_H le by _Y { REINFORGNG BAR UST m�..�++er mar„e,^ ”�r�nr,"o,"""•„,`a"9""...�,,:�m,^v,„arAu,.,,._„R°°„"uo;m.l.F�..wa°.s+�.,a�•' Med, Q1 Frao o d cove aM1olte Neenen R-1642 or I E n d laid. a1 tc' CoverWmea © Cover alwlcolooneNe baa ial0mdord bgo and o n:m of oconcealed Nckhoale. {{ :i'M �, 5 6 A 1 �• � �1 © If home is reprrad to M iNtimbed to 4 L.....--------- eVUclae, ri Iw %' doiele hooka or ebb. Ni spend Mound frame. .. 1''. T ' CLE., Q Remove rife Wo ompki ofT povinp. Fbw ' 1 1 : I' 1 Ye i__ . I :. eo2 Bode, B Ti Ty TrpeG Bea prc �ehon9 max 4 Gp4uoel .. - 12 ]2"mss Comim don Joint (typ l 9' a1, i a¢ ,I M[Mr Boat We FWw IIFP1 - -_. PLAN f Ire w 0i @suo6s w.. I � �',d4 e IA nguaemis ncwmmRw z4•n:l. I ,,,, are TYPICAL SECTION GSI INGS FOR STORM SEWER N ES -. TYPE C Cova Nntac In -pieta I'uad catling Cover - Nol e baa IGIF oMRoger .do_ImiTldn e l On,<oncaolfd patlNN.. L_I STORM 5EwER �. ' G u1W.v6 ro = L �� WpRKS PLAT Y� 215, Mr. I I I +� • I I 1 I _I `. PFOX 1 J -1 IT I __. __ I --. __. 1 )5UDAS ♦warw•+nR .v 1 _ TYPICAL SECTION CASTINGS FOR STORM SEVER NAIaRES 6"min 41 5-0' _ TYPICAL SECDON Bad M CUT a sps <4 � at3 07 -28 3O' Form G 30o Locatlon Ste on 1 "" 1 ' 1' (Si m Curt) l l l l l i l r l s.c elosi l i i i1 i n�l IT r r iiii tlixI IT a l r I L e l a t e u e 0 IA1M of lroen —138" i 1g' min.. 6' 12' g• --yam— e" Fool Mr O SnIMeT CUT I.o ,o sit Fpm, Grade Tmwei smootha d Place Wnd ani 2-' mG.. 4'0" n. ox Law POm1 Edge M Gutler to apptlofib) NOm101 Pavement Slops 4n� INSERT Q Nodr/6nwbo Be legWlM b eommdlab oNer wT lephoa Mean 4padlled. O onedi oftii nwF be moamee for poen MM. i Man 36 Aida e. Fort 18 hIN bell reduce dimerolu mdloied by j Moo 12"nommann"I hoa9ntand Ball Pipes. O9 Ment soieoM Ward ar ev edec?md-n Ne conoeM dooanew. MODIFIED Na 11 STANDARD ROAD PIAN SW -508 SINGLE OPEN -THROAT CURB INTAKE. LARGE BOX 05 Tren.. pint apewe on naw canasta pawrlema cenmisE by Ve "make 6oxcul Adllnl edlecentloiln.Petrol earepulsed to avnmmodate lmtanN. (� Venn calming on e¢,W did eNamam. Sock Mem MODIFIED STANDARD ROAD PLAN I SW -508 SINGLE OPEN -THROAT CURB INTAKE. LARGE BOX IOWA OrIOWA Me I.� e b min I e 4 3 4_H le by _Y { REINFORGNG BAR UST m�..�++er mar„e,^ ”�r�nr,"o,"""•„,`a"9""...�,,:�m,^v,„arAu,.,,._„R°°„"uo;m.l.F�..wa°.s+�.,a�•' Med, S. Location ` Scetlng a1 tc' Top -_ .� �_______-_ 6Nmeart aO 4 L.....--------- ____ ____��a_ __m_-_. ------------------------ a- 4 Fbw ' o i__ __� 4 Bode, B Ti 11' max 4 Sant .. - 12 ]2"mss a1 4 _ __ WN<I BY'Eo' 4w1 4 Jam 1s Wed HagM minx 4' (NpJJ AQ ____ _ WNIa Vabe 5d" 'ED'Jomt � _ _ _ Wane Vers 5d IT —EdiJ-Rodlue �'6Vpw1 O BotwtL 20-V x0' -D" maxA PLAN MODIFIED STANDARD ROAD PLAN I SW -508 SINGLE OPEN -THROAT CURB INTAKE. LARGE BOX IOWA OrIOWA Me aw a /-� �^ 1)40 Lehi Lane REINFORGNG BAR UST m�..�++er mar„e,^ ”�r�nr,"o,"""•„,`a"9""...�,,:�m,^v,„arAu,.,,._„R°°„"uo;m.l.F�..wa°.s+�.,a�•' Med, S. Location srpe coed amain Scetlng a1 4 Top a 5d" 6Nmeart aO 4 Top 6 5A" 1T a- 4 Tap 14 2'-1V' T 401 4 Bode, B Ti 11' 462 4 Sant T B-0' TV a1 4 Irrll 4 Barad L.,VM minus r Bea Plan 4w1 4 Willa 1s Wed HagM minx 4' 14" AQ 4 WNIa Vabe 5d" 1T aa6 4 Wane Vers 5d IT MODIFIED STANDARD ROAD PLAN I SW -508 SINGLE OPEN -THROAT CURB INTAKE. LARGE BOX IOWA OrIOWA Me aw a /-� �^ 1)40 Lehi Lane SYCAMORE STREET IMPROVEMENTS m�..�++er mar„e,^ ”�r�nr,"o,"""•„,`a"9""...�,,:�m,^v,„arAu,.,,._„R°°„"uo;m.l.F�..wa°.s+�.,a�•' ADG MC 3613008 building strong communities. North LNertY. IA 52311 CITY LIMITS TO SPECLLL DETAILS rv;^°^'i"°'^tl'°�"'•"'"°rt° B.05 OKFMBER2014 M°CLURE" main 319.828-9080 +•.�w. J66m FIELDBOOK fox 319-626-9095 SOUTH GILBERT STREET, PHASE ENGINEERING Ca- N:\Proi-cts\IAC}613008-00\Design\Plans\3613008—B.dwg Bruce VanSickle 1/2/2015 9:31 AM 1YSW -602 Type G Costing Imo(' ([z., I CD Match gutter es for Broin in reU -lb _ yA+ ® NCIUCas 2 Incnas for 'EO'Joints. transitlan _J ITransiti n5 Q Varies depending on accepted bid alternate 32" . . LE dint I 'E' Joint r20 �, LU J Top All 'B'Joint EB•Join 'ED'Joint �Y Length of Curb 000nIN Wdls w• Boxaut Lerl Keyed Joint Ip_p• latduld not extend onto PLAN front nal of bod Top of Curb Top of Curb ;- aL: T agwISOMETRIC Grraade WttarJ 6 Gs>: u_, slope �ueINTAKE WELL, WALLS AND TOP Daae 6., K9 Cansyad SECTION A -A Joint truc}Ion (Typical Extension Wit) MODIFIED R tpb11 i STANDARD ROAD PLAN SW„� 8.. .o..e....e�....� Keyed [anefrueflon Joint ON B -B SINGLEINTAKE TH OAT SECTION B -B CURSDEDOP OPENING IirolcNlntake WeN EXTENDED OPENING 10 491 4e146IN ql �+ t—jLL�J��L-�4eJ���i�1�.1 I4t1L��'. r--14_eF_T-T-l__r•I y ------ 4R3 _-- .1eJ qe4 8-d o. Conarete Post All 'A' Joim Boxout Length® -2' PLAN Tnp Rriucnl PI erridl �SW-602 Type G Costing R'joint RealPavement Farmae r B" dao. Bock of Curb Cancra Post Depth 1'-0" epit 16•-0" Was.) K9 JG• -,2•m Jo I Boxwt Leal PLAN BOTTOM REINFORCING PLACEMENT of Curb SIN -602 Type G 6 acting "� I qet al Slo 4tI 6" ieJ = Options / ConstructTw Joint SECTION D -D REINFORCING BAR LIST Intaxe WBII ems .1 eA 11 Nx Q3 Includes 2 Inches for 'ED -Mote. Q Varies depending on accepted bid alternate MODIFIED STANDARD ROAD PLAN SW545 Y SINGLE OPEN -THROAT CURB INTAKE WITH EXTENDED OPENING I~ I L EI in -6 Q GliY LE Yil, ,a C Y, PLAN TOP OF EXTENSION REINFORCING PLACEMENT 1 1 1 1 1 1 1 1 1 I REWFORCING BAR LIST 1 I 1 1 ql 1 1 I 1 rq So Lda1W WL 1pI4m Was P. L._l�_I�_Jan m.�W,."m•".:n��,omP.rtwe�r o-� aao.�'+m•p _�, +^ee„o. AUG BAV IAC 3613MB 1N R T ry RA SPECIAL DETAILS Tw KI B/f • u—11DECEMBER 201A We We � T z Pa' ws s CITY LIMITS TO 15 1 9r z •r ss zr PLAN W f BOTTOM OF EXTENSION REINFORCING PLACEMENT SOUTH GILBERT STREET, PHASE 1p1s 1. Use whenn adlacont pavement Ts NNA or composite. © Joint dCatlan wllNory based an accepted bid alternate for malNin9 ,oxement. MODIFIED SINGLE OPEN -THROAT CURBINTAKE WITH EXTENDED OPENING loww circ, IOWA aaoe IIFI^ 1)40 LIeFper LWn9 SYCJJAORE STREET IMPROVEMENTS m.�W,."m•".:n��,omP.rtwe�r o-� aao.�'+m•p _�, +^ee„o. AUG BAV IAC 3613MB building strong NMM1 LRlarty. IA 8131) SPECIAL DETAILS sem•-�.rv� w„n•«...m•.e.n � .,w.+.,.�a-•«. a...m... u..�n � p ��ys u—11DECEMBER 201A McC LURE" _ mels 319-830.9080 CITY LIMITS TO cw nfaa,A,.m a. m.ea....,, ,°, w .gw cpm. �• D'O" FIELDBOOK fee 319-830.9098 SOUTH GILBERT STREET, PHASE >o...-a,-...mm..a< n� q....•w<-win ENGINEERING Co. W\Protect.\IAC_ 3613008-00\D9sian\Plans\3613008.B.dwa &uce VanSlcRle 1/2/2015 9:31 AM LEE- PLUGGED TEE IEE :�I.L:iJ .i+ii'1 _5 Hrl 34 ,I' tY C; Ji t � �� , 90* BEND ` t'ir CIT ,1 THRUST BLOCK DETAIL THRUST BLOCKS ARE REQUIRED AT PIPING DIRECTION CHANGES, AT DEAD ENDS, AND AT FIRE HYDRANTS. THRUST BLOCKS SHALL BE POURED -IN-PLACE CONCRETE 2,000 P.S.I. MINIMUM STRENGTH. A MINIMUM OF 18 INCHES THICK, AND SHALL BE CAST AGAINST A SOLID. UNDISTURBED EDTf OF TRENCH FOR BEARING, IID BOLTS. 7JOINTS OR DRAIN HOLES SHALL COME INTO CONTACT WITH THE CONCRETE .THRUST BLOCK AND THE PIPE SHALL BE WRAPPED WITH A PLASTIC q SHEET AT THE CONCRETE BEARING SURFACES. �,. 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 1.0 110 6• 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' 10.3 14.5 7.9 4.0 2.0 16' 17,8 25.2 1 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 11.8 36' 86,4 122,2 66.1 33.7 1619 42' 116.6 165.0 89.3 45.5 22.9 48' 152.0 215.0 116,3 59,3 29.8 54' 1 192.1 271.6 147,0 1 74,9 1 37,6 THE ABOVE AREAS ARE BASED UPON A SOIL BEARING CAPACITY OF 2000 PSF OF UNDISTURBED SOIL. IF ACTUAL SOIL BEARING STRENGTH IS LESS THAN 2000 PSF, THE THRUST BEARING AREA SHALL BE INCREASED BASED ON ACTUAL SOIL BEARING STRENGTH THRUST BLOCK BEARING AREA (in square feet) (FIGURE 7.1) REVISEC 1!/2005 4 PLAN VIEW 1® A F. la>LC vIPC N vMEP MIX, > C,rEM W, EX Ia l➢' C,?9 IO 6 K>R1 NOE. .0 E}GD®b;CFY 1 S[ rr ie - .m a 4rnWW wY(P,KTGw TYPICAL DETAIL TRACER WIRE DAYLIGHT SCALE: NOT TO SCALE (Fig. 7.6) REXISEO 5/9G# [watt rower IOWA CITY, IOWA t[+tsnru o EXTEND TRACER WIRE UP TIRE HYDRANT BARREL V TERMINALS OF TRACER MATE TERMINAL BOX AND veer ro. ADG BAV BACEII N (TIM.'y 1740 LR"' I Leel. SYCAMORE STREET IMPROVEMENTS ® TRACER ARS TO GROUND ROD AT SYSTEM <+w un tlVtl'�� mm,�^ swa.+�n, TERMIP building strong NONB LEWr1Y. IA 5931) Rox ao wM wa ,momma.. bn w ,M•••� ATRACER T No LEVEL. DEc1A10ER 9Du �Jiie E HYDRANT BARREL CIN LIMITS SPECIAL DETAILS �RRAGER B.o7 ®GRWxO P00` TIRE HYDRANT VALVE M C LURE- 1A>319�898-9095 SOUTH GILBERT STREET, PMASEI iiid°' °qn�•""""'"'"°"""�"`"°"`" row / FRE HYDRANT NEW WAXER MAIN ANCHOR TEE VP VAALTVEU-WIRE EXISTING WATER MAN POSSIBLE SPUCE EXISTING LOCATE WIRE Bruce VgnSickle 1/9/2015 9:32 AM SPLICE TAPE WIRE AT MIOPONT SPLICE �'OROUND PW® OF EACH PIPE LENGTH TYPICAL DETAIL TRACER WIRE INSTALLATION w/ EXISTING LOCATE WIRE SCALEI NOT TO SCALE (Fig, 7r7a) REVISED [%6/P01a [watt rower IOWA CITY, IOWA t[+tsnru veer ro. ADG BAV (TIM.'y 1740 LR"' I Leel. SYCAMORE STREET IMPROVEMENTS <+w un tlVtl'�� mm,�^ swa.+�n, IAC 3613008 building strong NONB LEWr1Y. IA 5931) TO ao wM wa ,momma.. bn w ,M•••� DEc1A10ER 9Du �Jiie C mAn 91D595-9090 CIN LIMITS SPECIAL DETAILS <om. B.o7 FIEIDBOOK M C LURE- 1A>319�898-9095 SOUTH GILBERT STREET, PMASEI iiid°' °qn�•""""'"'"°"""�"`"°"`" row C�- N:\Projects\IAC_3613008-00\Design\Plops\3613008-8 deg Bruce VgnSickle 1/9/2015 9:32 AM GRADE 24" MIN. T 12" -CONTROLLED BACKFILL (SAND OR ROCK -FREE NATIVE MATERIAL) PHONE/CABLE JOINT UTILITY TRENCH DETAIL NO SCALE SECTION A -A VIEW PROP. 42" STORM SEWER INSULATION EXIST. 16" WM PLAN VIEW 5'-0" MINIMUM-� _ FENCE DISTANCE 4'-0" HIGH CONSTRUCTION FENCE SUPPORT WITH 6-0" STEEL POST @ 6-0" O.C. i �`� FENCE DISTANCE = 1.5' PER 1' DIAMETER OF TREE TRUNK MEASURED I 4.5' ABOVE GRADE. DIAMETER (INCHES) I l MINIMUM 5' DISTANCE. I I _________ __` __ _________L_____ I I D ` I i I i 4,_0„ 4,_6„ 2'-O" 4'-0" HIGH FENCE I � I � I I I I PROTECTED I ROOTZONE I I I CONSTRUCTION FENCE FOR TREE PROTECTION NO SCALE F�A CuCu 3" Drop Curb � Full Cu b Colored PCC (TBD) 0" Flush Curb 7-0$1 11'-0" 4" Mountable Curb A Special Curb (see detail) Section A -A WATERMAIN PROTECTION AND INSULATION MINI SPLITTER ISLAND DETAILS FOR DRIVEWAYS NO SCALE NO SCALE rwrrtr wwe IOWA CITY, www "II'�^ :b"" - "- mADG AUG BAV 1740 LI91eRer Lem *5 SYCAMORE STREET IMPROVEMENTS p'..� IAC 3613008 building strong,... Mar,B Lii rny, IA 23 CITY LIMITS TO SPECIAL DETAILS ' � `"` '"' Rp' 6.08 UECENBfk I9.. "1SSe McC L U RE' ,mti 319-32&9090 FIELDBOOK fee 319.62&9093 SOUTH GILBERT STREET, PHASE ENGINEERING C- . N:\Pr.i..t.\IAC_3613008-00\Desi.,\Plans\3613008—B.dw9 Bruce V.nSi.kl. 1/2/2015 9:32 AM UNLESS OTHERWISE SPECIFIED �L ms JAN —6 AM 613" CITY Ci_E%I u1'da CITY, 10+' A OR PAVED SURFACE VALVE BOX - FIRMLY SET STRAIGHT AND PLUMB; CENTER BOX OVER VALVE AND OPERATOR SQUARE OPERATING NUT VALVE PIPE VALVE AND BOX DETAIL NO SCALE 1740 LMingCr Lens AEG BAM MC 3613006 North Lnorty. IA 52917 0Ecn66eL lou C building strong :anent: rr;he m+n ata -626A000 �JSSe FIELDBOOK MCC L U R F 1.. 310-6211.9095 ENG1N1ER,NG C4 'roiects\IAC-3613009-00\Design\Plans\3613009—B.dwg Bruce Van Sickle 1/2/2015 9'.32 AM TRACER WIRE TERMINAL BOX (DAYLIGHT BOX) 2-3' 10. - LOCKABLE C.I. LID 3'-0 SPACE VALVE BOX AND 6' GATE VALVE MAIN FINAL TRt ENC GRADE TRENCH SPLICE TO MAIN TRACING WIRE OR I SET ADDITIONAL TRACER WIRE TERMINAL BOX _ I BACKFILL TRACER WIRE f I WATER HOLDING MAIN ri POOL OR MEGA LUG -1 THRUST GROUND ROD 1 II` BLOCK , - 1 1 LI T -rr-lrl =I II—Iu IgSREO'D THRUST ANCHORING TEE OR STANDARD BLOCK TEE AND 'ROTO RING' (SWIVEL ADAPTOR). (SWIVEL TEE PREFERRED) THRUST BLOCK 12'x12'x4' CONCRETE PAD BACKFILL W/ 2' OR LARGER CLEAN GRANULAR FILL TO 18' ABOVE BOTTOM OF HYDRANT STAND PIPE TYPICAL HYDRANT & VALVE ASSEMBLY (FIq 7.2) Rl;vac0 06iz9u 20' OF PIPE AFTER — VALVE FOR FUTURE (12' AND LARGER MAY REQUIRE ADDITIONAL FEET OF PIPE) EXTEND TRACER WIRE TO END OF PIPE BLOCK— HOLDING SPOOL — OR MEGA LUG IVEL OR ANCHOR *NOTE■ TERMINAL BOX IS PLACED V FROM HYDRANT, REFER TO FIGURE 7.2 GATE VALVES HOLDING SPOOL OR RODDED OR MEGA LUG TRACER WIRE TERMINAL BOX CONCRETE THRUST BLOCK AS SW TEE l �FwlL1 \ BLOCK EXTEND TRACER BLOCK HYDRANTS, WIRE TO END OF 4j' FOR 12' DIA. MAINS OR SMALLER PIPE 5j' FOR 16' DIA, MAINS OR LARGER GROUND ROD HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION (Fig. • % .4) REVISED 0E2C14 SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO SPECIAL DETAILS SOUTH G1L9ERT STREET, PHASE I mmnan��.rn —ase i�.,s.«nrn.ana•ar���� B.09 ESTIMATED PROJECT QUANTITIES Item W. ESTIMATED PROJECT QUANTITIES Ism Name �g Dem No. Item Code Item Name Ung -�� As43uiIC SUDAS SPECIFICATIONS Division 1 Division 20. DiMaon 28 DMsion 1 Division 20. Division 2B 8UDA4 SPECIFlCATIONS 9.01 W70.t08-B-1 dW31ON 1 -GENERAL AND UNCLASSIFIED /� /.6 9.02 1.01 10]42116-00 TRAFFIC CONTROL LS 0.W 0.05 SEEDING. FERTILIZING. AND MULCHING FOR HYDRAULD SEEDTMa(TEI.PORPRY) !� /.8 7.02 f096708D0 MOBILIZATION LS O.W 0.05 9.03 9020108 -AO SODDNG gW91ON 2 -EARTHWORK 1208 0.114 201 2(1141080.7 CLEARING PND GRUBBING UNIT 879 ar i SWPPP MANAGEMENT LS 202 Z(I161D861 TOPSOIL. ON-SITE CV 9ffiB - 0.05 9.05 909610&D-1 2W HI1610&D-1 TOPSOIL. EXPORT CY LF W/S 201 W16108E-0 EXCAVATION, CLASS 10 CY 24886 ^+1 9016100-0.2 FILTER SOCKS, REMOVAL LF 205 2010108E-0 BELOW GRACE EXCAVATDN(CORE OUT) CY 559 907 9016108E1 208 3110108 -GO SI,GGRADE PREPARATION SY 1ffi16- 3Y ]/N 207 2014108H0 SUBGRADE TREATMENT CEMENT SY 1ffit6 "' ' 904410861 ROCKCHECK DM6 TON 208 3110.108L0 SUBBASE MODIFIED. 61N. CV 3036 9.09 9046108 -.LO 208 3110108E-0 COMPACTION TESTING LS 0 005 TON 18 dW51ON 3 -TRENCH AND TRENCMLESS CONSTRUCTION 9046108.62 STABILIZED CONSTRUCTION ENTRANCE 801 W16708F-0 TRENCNCOMPACTDNTESTING LS Q 0.05 40 9.11 DIVISION /-SEWERS AND DRAINS 111Ei PROTECT" DEVICE, INSTALLATION EA M 4.01 403LtC8-0.-1 STORM SEWER, TRENCHED, CLASS III RCP, 12 N. LF Sall 9.12 9046108T-2 INLET PROTECTION DEVICE, MAINTENANCE 4.02 40261[8-0.t STORM SEWER. TRENCHED. CLASS III RCP, ISN. OF 11 M 9.13 4.0 403}1�-A1 STORM SEWER, TRENCHED, CVSSIII ROP, 18-K Lf 550 REVET MATTRESS, B IN THICK CY 121 0.01 4031108-0.7 STORM SEWER. TRENCHED, CLASS III RCP, 24 IN. LF 710 9.11 W641[4D0 /05 /0311080.1 STORM SEWER, TRENCHED, CLASS III RCP, 30IN. LF LF 15 1.08 4031108-h1 STORM SEWER. TRENCHED. CVSSIII RCP, 02IN. LF 218 9.15 90E4108F-0 PLASTIC SAFETY FENCE FOR LANDSCAPE PROTECTION 4 FT. TALL 4.07 4031108-h1 STORM SEWER, TRENCHED, CLASS III RCDP. 44IN. X2]N. LF d3 17W 4.08 402010&0.-1 STORM SEWER, TRENCHED, CLASS III RCDP, 59IN, %38 N. LF 40 DMMON 70-MIBCELANEOUS 4.09 403110SA-1 STORM SEWER, TRENCHED, UP, 12IN. LF 23 10.01 WA 1.10 4024169-C-0 REMOVE STORM SEWER PPE LESS TIWJ OR EQUAL TO 361N LF 253 LS 1 4.11 4030.1088-0 PPE APRON. CLASS II RCAP,NIN. XZ/N. FA 1 WA REMOVE PND RENSTALL BOLLARD EA 4.12 403010&8-0 PPE APRON. CLASS II RCP. 12 W. EA 2 xia3 nlzap Ata 4030.1086-0 PPE APRON, METK.42IN. EA 1 LF 3DS7o z]D 4.11 40401[60.-0 Sl1BDRAN CORRUGATED PVC PPE,6N. LF 6105 4.75 40dO7W-60 SUBDRPIN CLEMDIfF, P1rC, 8IN. FA 1 l01 /16 40/41C0D-0 SIADRAIN OUTLETS AND CONNECTIONS, CORRUGATED METPL PIPE, BIN, EA 3 REMOVALS AS PER PLAN LS 1.0 DIVISION 6- WATER MANS AND APPURTENANCES W2 251932BOOW FENCE, FIELD 5.01 G16fi6D WATER MAN , TRENCHED, DIP, 8 N. LF 88 30W l03 2531335W15 FIELD OFFICE LS 5.02 02566p WATER MAN, TRENCHED, DIP, 161N LF 361 0.05 RN 5.03 02%4p WATER MAN, TRENCHED, PVC. B IN lF PERFORATED SQUARE STEEL TUBE POSTS, FURNISH ONLY LF 495 504 D286Op WATER MAN FITTINGS Les 1104 `OMMan 2 e 20016 City of Iowa CKywrt; DMEIonS]A 326 are SOOK lnwa C" Communit, Aool DiaWd coat 5.05 02fi6Dp VMVE, GATE, BN. EA 1 506 02864p VALVE. BUTTERFLY, 16 IN EA 1 5.07 02666p TAP PING VALVE ASSEMBLY, 16IN. EA 1 508 0286410 FIRE HYDRPNF ASSEMBLY EA 1 t S09 W31108F-0 VA -VE BOXEMENS DN EA ] 5.10 W311C8-GO VALVE BOX REPLACEMENT EA d 5.11 W31108H-0 FIRE HYDRANT ADJUSTMENT EA d dNMON 6 -STRUCTURES FOR SANIT/TIYANO STORM SEWERS 6.01 W141080.0 MANHOLE, TYPE SW -401. W IN DW Fl 1 8.02 W10-1068-0 IMPI(E. TYPE SWEO7 EA 26 803 W1Of08B-0 IMAKE, TYPE SWbOB MODIFIED EA 6.04 W14108-80 IMNEE. TYPE SW4iL1B FA 5 805 W10.1G88-0 INTAKE, TYPE SWb/5 MODIFIED EA 1 806 W141 01-8-0 O4TPKE, TYPE SW512, 24 N., TPES EA 5 fiW W14tC8-B-0 WRPKE, TYPE SWd12, 30 N., TYPES EA 2 806 W141C8-E-0 L9WHOLEADJUSTMEM. MINOR EA 1 809 W1O1D3G0 CONNECTDN TO EXISTING MMkgIE OR IMN(E EA 1 dNMON T -STREETS AND RELATED WORK 7.01 7014108F0 PCC PAVEMENT SMNLES AND TESTING LS O.W 0.05 7.02 ]0101080.0 PAVENEM, PCC, ]IN. SY 117 7.03 ]010108#0 PAVEMENT, POC. 9N.,COLORED, TRUCK APRONS SV 628 7.01 7074100 -AO PAVE6EM.POC, dN., COLORED, MEDIANS AND SPLITTER ISLANDS BY 51 705 701O1�A0 PAVEMENT, POC, 9N.,RWNOPBOUTS AND MEDUN SY 2836 F 7.08 ]0141C4E-0 CURB PAD GUTTER, 25 FT., 101N. L 96 ].W ]0311[&0.0 PAVEMEM.HMq(tOM ESA-) SURFACE, I2 IN. MIX SM, PG 5528. 2.5OR 31N DEPTH TON 123 7.08 70941C4AD PAVEMEM, HMA (LOM ESAL) WTERA£DIATE, 72 N. MX SM, PG 5428. 31N. DEPTH TON 138 ].O9 ]GA104A0 PAVEMENT,HMq(tOM ESPL)BASE, IN. MXSM, PG 532&SIN DEPTH TON 153 7.10 ]024108H0 HIM PAVEMENT SAMPLES AND TESTING LS 7.0 ].11 ]0.13-1000.0 REMOVAL OF SIDEWALK SY IS 7.12 ]030.1080.-0 REMOVAL OF DRIVEWAY SY 101 7.13 7034104E-0 SIDEWALK PCC, d W., 5 FT. WIDE TVP. SY 1625 7.14 ]036f08E-0 SDEWPlI(. PCC .61N..8 FT, MADE TVP. SY 1864 555 7.15 ]0341 m -E-0 SDEWALK. HMA 61N, B FT. WOE TVP. SY 659 7.18 ]0311 -104E -D SDEWALK.HMA 4IN, TEMPORARY SY 55 7.1] 703O1�G0 DETECTABLE WARNING SF 428 7.18 TIXri1D8N1 DRIVEWAY, PAVED, PCC,6N. SY 281 119 7.19 7034108142 DRIVEWAY, CLASS ACRUSHED STONE,e N. TON 816 ].20 N/61C&EFO PAVEMENT 8983 '�' JSSw roWAOIT, Tows BAV MC 3413006 DECEMBER 2014 FIELDSOOK unwxe '"%^ MSC L U RE" ENGINEERING Com. 1740 UNn"r Lane building Strong Commundle:_ North LWwtY. IA 52317 main 319-525-0090 M1. 319-626-9096 SYCAMORE STREET IMPROVEMENTS CITY LIMNS TO SOUTH GILBERT STREET, PHASEI ESTIMATED QUANTITIES o-"•y...o n..;,,"..„ °ida�u�.�An.�n".n a�'nw.mm� r, �...a..•n..ci.. .,,. w.Pmw°..e.yn, �`01 N:\Projects IAC_3 IMM -00 Design\Plane\361300B_C.dwg Aaron Crangulst 1/5/2015 1222 PM 0.01 70241080.0 PAVEMENT.HMq 10M ESAL BPSE,IIN MXS�PG 58-28.SN. DEPTH TON 3M0 KTERNATE B -PCC PAVEMENT ESTIMATED PROJECT QUANTITIES Item W. Item Coda Ism Name �g Qu3n3 As-BuiIC DiMsion i Division 70. Divisi0n 2B OiMsion 20. DMsion 2B DiMsion 2 SUDAS SPECIFICATIONS DINSION 9-91TE WORK AND LPNDSCPPING 9.01 W70.t08-B-1 SEEDING FERTILIZING, AND MJLCHWG FOR M'DRALLD SEEDING /� /.6 9.02 901610&&i SEEDING. FERTILIZING. AND MULCHING FOR HYDRAULD SEEDTMa(TEI.PORPRY) !� /.8 9.03 9020108 -AO SODDNG SO 1208 0.114 9D/6108A2 SWPPP MANAGEMENT LS O.W 0.05 9.05 909610&D-1 FILTER SOCKS,BIN LF W/S 9.06 9016100-0.2 FILTER SOCKS, REMOVAL LF 6545 907 9016108E1 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP) 3Y ]/N 9.08 904410861 ROCKCHECK DM6 TON / 9.09 9046108 -.LO RIP RM, CLASS E REVETMENT TON 18 9.10 9046108.62 STABILIZED CONSTRUCTION ENTRANCE TON 40 9.11 9016108 -T -t 111Ei PROTECT" DEVICE, INSTALLATION EA M 9.12 9046108T-2 INLET PROTECTION DEVICE, MAINTENANCE EA M 9.13 90561L8 -B-1 REVET MATTRESS, B IN THICK CY 121 9.11 W641[4D0 REMOVAL MIO REINSTALLATION OF EXISTING FENCE, PLASTD,4FT. TALL LF 15 9.15 90E4108F-0 PLASTIC SAFETY FENCE FOR LANDSCAPE PROTECTION 4 FT. TALL LF 17W DMMON 70-MIBCELANEOUS 10.01 WA WATERMVN PROTECTION AND NSULAiDN LS 1 1002 WA REMOVE PND RENSTALL BOLLARD EA t xia3 nlzap Durr enrx LF 3DS7o z]D IOWADOT SPECIFlCATIONS l01 2d014i]50001 REMOVALS AS PER PLAN LS 1.0 W2 251932BOOW FENCE, FIELD LF 30W l03 2531335W15 FIELD OFFICE LS O.W 0.05 RN 252A -927W10 PERFORATED SQUARE STEEL TUBE POSTS, FURNISH ONLY LF 495 L05 252492)W21 PERFORATED SQUARE STEEL TUBE POST ANCHOR. FURNISH ONLY EA 49 LOS 2524-9325pD1 TYPEASKaY15, SHEET ALUMINUM. FURNISH ONLY SF 371 L07 253id2BFDW CONSTRUCTIONSURVEY L3 0.W 005 LOB 25219263117 PANTED PAVEMENT MPRKNGS, DURABLE STA 156 LOB 252'!9263113 PN4TED SYMBOLS AI40 LEGENDS, DURABLE EA 21 ALTERNATE A-XMAPAYEMENT 0.01 7010.10&E-0 CURBAND GUFTER, I.5 FT., f01N lF 3986 0.02 ]026108 -AO PAVEI.£NT.HMy 10M ESAL)SURFPtE, 12 W. M%S�,PG S&28, 2.5 NOEPTH TON 1055 0.03 ]0311080.0 PAVEMENT,HMq ICOM ESPLIIMERMEOWTE, 121N. M%S�.PG 58�.31N DEPTH TON 1265 0.01 70241080.0 PAVEMENT.HMq 10M ESAL BPSE,IIN MXS�PG 58-28.SN. DEPTH TON 3M0 KTERNATE B -PCC PAVEMENT B.Ot ]010.1[00.0 PAVEMEM.PCC, 91N SV ]985 REMOVAL SY ESTIMATED PROJECT QUANTITIES Item W. Item Coda Ism Name �g Qu3n3 As-BuiIC DiMsion i Division 70. Divisi0n 2B OiMsion 20. DMsion 2B DiMsion 2 SUDAS SPECIFICATIONS DINSION 9-91TE WORK AND LPNDSCPPING 9.01 W70.t08-B-1 SEEDING FERTILIZING, AND MJLCHWG FOR M'DRALLD SEEDING /� /.6 9.02 901610&&i SEEDING. FERTILIZING. AND MULCHING FOR HYDRAULD SEEDTMa(TEI.PORPRY) !� /.8 9.03 9020108 -AO SODDNG SO 1208 0.114 9D/6108A2 SWPPP MANAGEMENT LS O.W 0.05 9.05 909610&D-1 FILTER SOCKS,BIN LF W/S 9.06 9016100-0.2 FILTER SOCKS, REMOVAL LF 6545 907 9016108E1 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP) 3Y ]/N 9.08 904410861 ROCKCHECK DM6 TON / 9.09 9046108 -.LO RIP RM, CLASS E REVETMENT TON 18 9.10 9046108.62 STABILIZED CONSTRUCTION ENTRANCE TON 40 9.11 9016108 -T -t 111Ei PROTECT" DEVICE, INSTALLATION EA M 9.12 9046108T-2 INLET PROTECTION DEVICE, MAINTENANCE EA M 9.13 90561L8 -B-1 REVET MATTRESS, B IN THICK CY 121 9.11 W641[4D0 REMOVAL MIO REINSTALLATION OF EXISTING FENCE, PLASTD,4FT. TALL LF 15 9.15 90E4108F-0 PLASTIC SAFETY FENCE FOR LANDSCAPE PROTECTION 4 FT. TALL LF 17W DMMON 70-MIBCELANEOUS 10.01 WA WATERMVN PROTECTION AND NSULAiDN LS 1 1002 WA REMOVE PND RENSTALL BOLLARD EA t xia3 nlzap Durr enrx LF 3DS7o z]D IOWADOT SPECIFlCATIONS l01 2d014i]50001 REMOVALS AS PER PLAN LS 1.0 W2 251932BOOW FENCE, FIELD LF 30W l03 2531335W15 FIELD OFFICE LS O.W 0.05 RN 252A -927W10 PERFORATED SQUARE STEEL TUBE POSTS, FURNISH ONLY LF 495 L05 252492)W21 PERFORATED SQUARE STEEL TUBE POST ANCHOR. FURNISH ONLY EA 49 LOS 2524-9325pD1 TYPEASKaY15, SHEET ALUMINUM. FURNISH ONLY SF 371 L07 253id2BFDW CONSTRUCTIONSURVEY L3 0.W 005 LOB 25219263117 PANTED PAVEMENT MPRKNGS, DURABLE STA 156 LOB 252'!9263113 PN4TED SYMBOLS AI40 LEGENDS, DURABLE EA 21 ALTERNATE A-XMAPAYEMENT 0.01 7010.10&E-0 CURBAND GUFTER, I.5 FT., f01N lF 3986 0.02 ]026108 -AO PAVEI.£NT.HMy 10M ESAL)SURFPtE, 12 W. M%S�,PG S&28, 2.5 NOEPTH TON 1055 0.03 ]0311080.0 PAVEMENT,HMq ICOM ESPLIIMERMEOWTE, 121N. M%S�.PG 58�.31N DEPTH TON 1265 0.01 70241080.0 PAVEMENT.HMq 10M ESAL BPSE,IIN MXS�PG 58-28.SN. DEPTH TON 3M0 KTERNATE B -PCC PAVEMENT B.Ot ]010.1[00.0 PAVEMEM.PCC, 91N SV ]985 ESTIMATE REFERENCE INFORMATION Item No. Item COEe DexNptlon ALL REFERENCES ARE TO SUDAS STANDARD SPECFK:ATDNS UNLESS OTHERWISE NOTED pNSION d-BEWERB AND ORp NB 4.01 d03410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 121N. ESTIMATE REFERENCE INFORMATION 409410QA1 STORM SEWER, TRENCHED, CLASS III RCP, 151N. 4.03 403410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 181N. /.04 Item NP. Item Cotle DexHptlon /02410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 301N. d.06 103410SA1 STORM SEWER, TRENCHED. CLASS III RCP, 621N. 4.W 00341050.1 STORM SEWER. TRENCHED, CLASS III RCDP. 441N.X2]W. ALL REFERENCES ARE TO SUDAS STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED 40261050.1 STORM SEWER. TRENCHED. CLASS III RCAF, 591N. X 361N. A REFER TO STORM SEWER LOCATIONS AND TABULATpN ON MSHEETS. DIVISION 1 -GENERAL AND UNCIASMFlED B. REFER TO SUDAS Fq.3010.101 FOR TRENCH BEDDING AND BPGKFLL 2gNE DETAILS. G REFER TO SUDAS Fq.3010.102 FOR RIGID GRAVITY PIPE TRENCH BEDDING, 1.01 10]631660 TRAFFIC CONTROL �rF E. FOR ALL RCDP. USE PREFORMED FLEXIBLE JOINT SEALANT PER ASTM C98DAS WELL AS AN EXTERIOR WRAPPED JOINT PER /STMCBT/ 6.09 4034106-h1 STORM SEWER. TRENCHED, DIP, 42 W. 0. REFER TO STORM SEWER LOCATIONS AVD TABULATION ON MSHEETS. A REFER TOJSHEETS FOR DETOUR, CONSTRLCTDNSTACHJG,MD TRAFFIC CONTROL DETAILS. B. PIPE CONVECTORS SINLL BE INSTPLl.EOON THE LAST THREE PPE JOINTS ADJACENT TO PIPE APRONS 4.10 /020.fOBC-0 REMOVE STORM SEWER PPE LESS THAN OR EOl1PL T0361N A REFER TO TPBUATpNNGSFEETS FOR STORM SEWER AND PIPE CULVERT REMOVALS. B. LUMP SUM REM; NO 6E/SUREMEM WILL BE MADE B. THE LENGTH OF REMOVAL WLL BE LEPSUREDIN THE FELD BY THE ENGNEER. C. THE CONTRACTOR WLL BE PPD THE CONTRACT INR PRICE PER UNEM FOOT.TH6$HALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIA-, EQUIPMENT AND LABOR FOR THE REMOVING BALKFIWNG]WD DEPOSING OF PIPE. 4.11 C. PAYMENT WILL BE THE CONTRACT LUMP SUM PRICE PIPE APRON. CLASS III RLAP, 441N.X2T N. 412 4030.105Q0 PIPE APRON, CLASS III RCP, 121N. 413 d0311C8-B-0 PIPE APRON, METAL, 421N A REFER TO STORM SEWER LOCATgNS AND TABULATION ON MSHEETS. B. REFER TO qWA DOT STANDARD ROAD PLAINS DR -311, DR -312, AND DR -203 FOR APRON DETAILS 1.02 1096105-00 ROBLPATgN g 7 [[ Gli T1 '3 D. REFER TO qWA DOT STANDARD ROAD PLAN DR -121 FOR DETAILS ON CONNECTED PPE JOINTS E. REFER TO SUDAS FIGURE 4030221 FOR DUALS ON CONCRETE APRON FOOTING F. INCLUDES APRON GUARD, PIPE CONNECTORS AND CONCRETE APRON FOOTING A REFER TOR SHEETS FOR EXISTING INVLBOX LOCATIONS nl � �I {i 1�Y AL3 P1 J NTAL G. INCLUDES MISCELLANEOUS CHANNEL OR DITCH GRADING AT NLETgUTIET TO PROVOS APPROPRIATE DRAINAGE 4.10 4040.105A-0 SUBDRAIµ CORRUGATED PVC PPE. 61N. A REFER TO LONGITUDINAL SUBDRAIN TPBUATDN(1049)NGSIEETS B. COORDINATION AND MAINTENANCE OF SOLD WASTE AND RECYCLING COLLECTpN ACTIVITIES BY OTHERS LS CONSIDERED I S. REFER TO TYPICAL BECTON IN BSHEETS. USE INSTALLATION TYPEICPSE B(MODIFIED)PND TYPE ICPSE CPS SHOWN C. REFER TO MSHEETS FOR SUBDRWN LOCATIONS. D. APPROVED MM1l.FAGTIRERS: (1) COVRECH, A3D0 (2) ADVANCED DRAINAGE SYSTEM, ADS N-12 OR (3) NVVDR, Hb. O LUMP SUM REM; NO MEASUREMENT WILL BE MADE D. REFER TO SLOPS SEC. 10901.05 D. FOR BASIS OF PAYMENT. E. POROUS BACKFLL. TEES, PLUGS PNDPLL OTHER REQUIRED FITTINGS ARE IVDDEMPL TO THE REM F. REFER TO SUDAS FIGURE 4000.231 FOR CONSTRUCTION DETPLS. d.15 4046fO5G0 SUBDRPIN CLEPIRDIR. PVC. 61N. A SUBDRPN CLEPNDIR SHPLL BE TYPE 0.I CLEPNOUT PN)CONfORM TO SUDPS Fq. 00/0.232. B. REFER TO MSHEETS FOR CLEANOUT LOCATIONS. gW810N 2-EPRTHWORK - d010.105D-0 201 9710.108-A1 CLEMNG PND GRUBBING A REFER TO LONGITUDINAL Sl60RNN TABUATpN(f049)NGSHEETS B. REFER TO MSHEETS FOR OUTLET LOCATIONS. C. REFER TO SUDAS FIGURE MW.233 FOR INSTPLLATgN DETPLS. A CLEAR PND GRUB PLL PFiEPS AFFECTED BY GRADRJ(9 MD IRLRY CONSTRUCTpN THE CONTRACTOR SHALL FIELD VERIFY CLEARNGAVD GRUBBING NEEDS PRIOR D. SUBDRAN OUTLETS THRU INTAKE WALLS SHALL BE CORRUGATED AETAL PIPE. E ITEM INCLUDES RODENTGUARDS DIVISION S -WATER MANS AND APPURTENANCES 5.01 026B144q WATER MAIN, TRENCFED, DIP, 81N. 5.02 TO BODNG. INCLUDES REMOVAL OF ANY FIELD FENCE WITHIN THE CONSTRUCTION MATS. WATER MAIN, TRENCHED. DIP, 161N A REFER TO USHEETS FOR LOCATIONS B. ALL MATERIAL THAT IS REMOVED FROM THE PROJECT SHALL BECOME THE PROPERTY OF THE LDNTRADTDR. B. REFER TO LLSHEETS FOR WATER MAIN TPBULATDN C. REFER TO IOWA CITY MUNICIPAL STANDARDS, PPRT]FOR SPECIFICATIONS, INCLUDED IN THE CONTRACT DOCUMENTS 3.03 OZG94p WATER MAN. TRENCHED, PVC, 8 N. C. REMOVAL OF TREES MUST BE APPROVED BY THE ENGINEER IN ACCORDANCE WITH PROPERTY OWNER AGREEMENTS. ALL COSTS ASSOCIATED WITH REPLACEMENT A REFER TO DPNELSTREET PIANS FOR LOCATIONS. DUALS, PND SPECIFICATIONS 5.d 03R361C WATER IN4N FITTINGS 5.05 026RYq VALVE, GATE, BIN. 506 OF UVYPPROVED REMOVALS WILL BE AT THE CONTRACTOR'S EXPENSE, VPLVE. BUTTERFLY, 16 W. 5.07 02691 IC TMPING VALVE PSSEMBLY, 161N. A REFER TO LLSHEETS FOR FITTINGS TPBULATgN D. TREE REMOVALS SHALL OCCUR PRpR TO APR 1ST OR AFTER SEPTENEER 30 TO AVOID ADVERSE IMPACTS TO INDIANA AND NORTHERN LONGEARED BATS. S. REFER TO IOWA CITY MUV3CIPPL STPfDPR0.5, PPRT]FOR SPECIFICATIONS, INCLUDED IN THE CONTRACT DOCUMENTS 5.08 N THIS BID REM FRE HYDRANT PSSEABLY A REFER TO IOWA CRY MUNICIPAL STANDARDS, Fq].2 FOR FIRE HYDRANT ASSEMBLY DETAILS. B. REFER TO USHEETS FOR FITTINGS TABULATpN C. REFER TO qWA CRY MJNCIPAL 6TPNDARDS, PART 7 FOR SPECIFICATIONS, INCLUDED INTHE CONTRACT DOCUMENTS 202 2010-108-0-1 TOPSOIL ON-SITE VPLVE BOX EXTENBpN 510 5020-tOBG-0 VALVE BOX REPLACEMENT A REFER TO LLSHEETS FOR WATER MAIN TABULATpN A STRIP AVD SALVAGE THE TOP IB'OF TOPSOIL FROMAGRpLLTRUPI AREAS WITHIN THE GRADING OMITS. RESPREPD TOADEPTH OF 6'MNMUM PETER SHRNKACE. B. REFER TO CONTRACT DOCUMENTS FOR ACCEPTABLE PRODUCTS SHRINKAGE ON RESPREPD G ASSUMED TO BE 45%. B. TOPSOIL TO BE RESPREPD SHALL BE FREE OF ROOK AND DEBRIS AND BE SUITABLE FOR THE GROWTH OF GRASS. C. TOPSOIL WITHIN THE EXISTING ROADWAY ORCHES GUµSURABLE FOR RESPREADING OR STRUCTURAL FILL AND SHPLL BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. D. REFER TO TSIEETS FOR TABULATION OF EARTHWORK QUANTITIES. 203 �1610&D-1 TOPSOIL EXPORT A REFER TO DPNIEL PLACE PIANS FOR LOCATION, DETAILS. AND SPECIFICATIONS 201 �IQ105E-0 EXCAVATOR CUSS 10 A REFER TO SUDAS FG 9110.2 FOR DESIGNATION OF ROADWAY EARTHWORK ITEMS DETAILS. B. REFER TO T -SHEETS FOR TPBULATgN OF EARTHWORK QUANTITIES. C. !EXCAVATION INCLUDES ALL WORK NECESSARY TO ACHENE THE GRADES PS SHOWN WTIE PLANS. D. NO PAYMENT FOR OVERIiAUL WILL BE ALWWED. E. SHRINKPGE GPSSUMED TO BE 35%. F. EXCAVATED MATERIAL FROM THE STORMNATER OIRFALI CHANNEL MAY BE USED FOR EMBANKMENT FILL AFTER CERTIFICATION BY AN INDEPENDENT SOIL TESTING SERVICE. THIS TESTRJGSINCIDENTPL TO THIS BID REM 205 3110.106-F-0 BELOW GRADE !EXCAVATION (CORE OUT) A BPSEDDN GEOTECHRpA1 INVESTIGATION, UNSUITABLE SOLS, SLOMPS ORGANO OR HCRI MOISTURE CONTENT, MAY BE ENCOUNTERED WRING E%CAVATgN B. THE CONTRACTOR WILL BE PPD THE CONTRACT UNIT PRICE PER CUBIC YARD MEASURED IN THE FEW.THG SIA -L BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LA80R AND M4TERWLS NECESSARY FOR BELOW CitPDE EXCAVATION PAD BACKFILL IN ACCORDANCE WITH THE CONTRACT 206 201Q108 -GD SU3CFADE PREPARATDN A REFER TO TYPICALSECTIONS IN THE BSHEEiS. B. SHALL BE UTIL�DUNDER ALL PROPOSED PAVEMENTS (EXCLUDING DRIVEWAYS AND SDEWPL(S), 207 3)16108 -HO SU8C:2PDE TREATMENT, CEMENT A REFER TO TYPICAL SECTIONS IN THE BSHEETS, B. SWILL BE UTILIZED UNDER ALL PROPOSED PAVEMENTS(EXCLUDNG DRIVEWAYS AND SDEWPL(S), C. REFER TO IOWA DOT SPECIAL PROVISpNS FOR CELENT TREATED SIIBGRPDE, SP -0910/5 D. CEMENT MATERIAL SHALL BE APPLIED ATARATE OF 5% PER WEIGHT 2.08 3716108-40 SUBBASE, MODIFIED. 6IN, A REFER TO TYPICALSECTIONS IN TIE B -SHEETS B. REFER TO CROSS SECTIONS IN THE WSHEETS 209 311Q1DSL-0 COLPACTgNTESTING A COMRPCTORIS REQUIRED TO PROVIDE COMPACTION TESTING SERVICES FROM PFI INDEPENDENT TESTING LABORATORY AND PROVIDE ALL TEST RESULTS TO THE ENGINEER AND CRY B. ALL COMPACTOR REQUIRED BY EARTHWORK RENS PRE NCLLAED W THE BIO REM DMSION 3 -TRENCH MD TRENCXLE39 CONSTRUCTION 3.01 3]16108-F-0 TRENCH COIRACTDN TESTNG A CONTRACTOR IS REQUIRED TO PROVIDE COMPACTION TESTING SERVICES FROM AN INDEPENDENT TESTING LPBORATORV AND PROVIDE ALL TEST RESULTS TO THE ENGINEER AND CITY B. TRENCH BADKFILL FOR STORM SEWERS WRHIN PUBLq RIGHT -0F -WAV SHPLL BE CLASS R-2 WRM QASS IMATERNL COLPPGTED T090%STPPDPF2D PROCTOR DENSITY. UNLESS SPECIFIED OTHERWGE IN STORM TABUTATgN 1045B. D. ALLCOAPPGTpN REQUIRED BY TRENCHED INSTALLATgN RENS ARE INCLUDED rowAcm,IowA� ADG BAN NC 361 J00E DR3M9M 2014 AS FIELDBOOK 1I'%^ 1710 UNn9sr Lme building strong <OR1Rluniii=.. NAr91 L6 y, IA 8231] MCC L U R E' m.M 319-62B.9D99........,,......m.,.,......,,._..,4,.�,...�,......,�....�,... IAa 310.62ILW96 ENGINEERING C-. SYCAMORE STREETIMPROVEMENTS CffY UMRS iO SOUTH GIIBERT STREET, PHASEI ESTIMATE REFERENCE INFORMATION ..p...�...�++...e.we+.ea,.n -�-.. �..+•�...cu. e.e...�.. <a.m.,. ^^ C,OL N:\PF916Acb\IAC_36130D W\D9Aign\Plane\36130M_0.4eg A.. GNInquiat 1/5/2015 12:23 PM ESTIMATE REFERENCE INFORMATION Item No. Item COEe DexNptlon ALL REFERENCES ARE TO SUDAS STANDARD SPECFK:ATDNS UNLESS OTHERWISE NOTED pNSION d-BEWERB AND ORp NB 4.01 d03410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 121N. 4.02 409410QA1 STORM SEWER, TRENCHED, CLASS III RCP, 151N. 4.03 403410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 181N. /.04 103410SA1 STORM SEWER. TRENCHED. CLASS III RCP, 2d IN. 405 /02410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 301N. d.06 103410SA1 STORM SEWER, TRENCHED. CLASS III RCP, 621N. 4.W 00341050.1 STORM SEWER. TRENCHED, CLASS III RCDP. 441N.X2]W. 0.08 40261050.1 STORM SEWER. TRENCHED. CLASS III RCAF, 591N. X 361N. A REFER TO STORM SEWER LOCATIONS AND TABULATpN ON MSHEETS. B. REFER TO SUDAS Fq.3010.101 FOR TRENCH BEDDING AND BPGKFLL 2gNE DETAILS. G REFER TO SUDAS Fq.3010.102 FOR RIGID GRAVITY PIPE TRENCH BEDDING, D. FOR PLL RCP, USE RUBBER O -RINGS OR PROFILE GASKETS COMPLYINGWITH ASTM Ld43 E. FOR ALL RCDP. USE PREFORMED FLEXIBLE JOINT SEALANT PER ASTM C98DAS WELL AS AN EXTERIOR WRAPPED JOINT PER /STMCBT/ 6.09 4034106-h1 STORM SEWER. TRENCHED, DIP, 42 W. 0. REFER TO STORM SEWER LOCATIONS AVD TABULATION ON MSHEETS. B. PIPE CONVECTORS SINLL BE INSTPLl.EOON THE LAST THREE PPE JOINTS ADJACENT TO PIPE APRONS 4.10 /020.fOBC-0 REMOVE STORM SEWER PPE LESS THAN OR EOl1PL T0361N A REFER TO TPBUATpNNGSFEETS FOR STORM SEWER AND PIPE CULVERT REMOVALS. B. THE LENGTH OF REMOVAL WLL BE LEPSUREDIN THE FELD BY THE ENGNEER. C. THE CONTRACTOR WLL BE PPD THE CONTRACT INR PRICE PER UNEM FOOT.TH6$HALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIA-, EQUIPMENT AND LABOR FOR THE REMOVING BALKFIWNG]WD DEPOSING OF PIPE. 4.11 4030.1[8-8-0 PIPE APRON. CLASS III RLAP, 441N.X2T N. 412 4030.105Q0 PIPE APRON, CLASS III RCP, 121N. 413 d0311C8-B-0 PIPE APRON, METAL, 421N A REFER TO STORM SEWER LOCATgNS AND TABULATION ON MSHEETS. B. REFER TO qWA DOT STANDARD ROAD PLAINS DR -311, DR -312, AND DR -203 FOR APRON DETAILS C. PPE CONVECTORS SH4LL BE INSTALLED ON THE VST THREE PPE JOINTS ADJACENT TO PIPE APRONS D. REFER TO qWA DOT STANDARD ROAD PLAN DR -121 FOR DETAILS ON CONNECTED PPE JOINTS E. REFER TO SUDAS FIGURE 4030221 FOR DUALS ON CONCRETE APRON FOOTING F. INCLUDES APRON GUARD, PIPE CONNECTORS AND CONCRETE APRON FOOTING G. INCLUDES MISCELLANEOUS CHANNEL OR DITCH GRADING AT NLETgUTIET TO PROVOS APPROPRIATE DRAINAGE 4.10 4040.105A-0 SUBDRAIµ CORRUGATED PVC PPE. 61N. A REFER TO LONGITUDINAL SUBDRAIN TPBUATDN(1049)NGSIEETS S. REFER TO TYPICAL BECTON IN BSHEETS. USE INSTALLATION TYPEICPSE B(MODIFIED)PND TYPE ICPSE CPS SHOWN C. REFER TO MSHEETS FOR SUBDRWN LOCATIONS. D. APPROVED MM1l.FAGTIRERS: (1) COVRECH, A3D0 (2) ADVANCED DRAINAGE SYSTEM, ADS N-12 OR (3) NVVDR, Hb. E. POROUS BACKFLL. TEES, PLUGS PNDPLL OTHER REQUIRED FITTINGS ARE IVDDEMPL TO THE REM F. REFER TO SUDAS FIGURE 4000.231 FOR CONSTRUCTION DETPLS. d.15 4046fO5G0 SUBDRPIN CLEPIRDIR. PVC. 61N. A SUBDRPN CLEPNDIR SHPLL BE TYPE 0.I CLEPNOUT PN)CONfORM TO SUDPS Fq. 00/0.232. B. REFER TO MSHEETS FOR CLEANOUT LOCATIONS. 416 d010.105D-0 SUBDRPINOURETS PTD CONNECTIONS, CORRUGATED METAL PIPE, fi N. A REFER TO LONGITUDINAL Sl60RNN TABUATpN(f049)NGSHEETS B. REFER TO MSHEETS FOR OUTLET LOCATIONS. C. REFER TO SUDAS FIGURE MW.233 FOR INSTPLLATgN DETPLS. D. SUBDRAN OUTLETS THRU INTAKE WALLS SHALL BE CORRUGATED AETAL PIPE. E ITEM INCLUDES RODENTGUARDS DIVISION S -WATER MANS AND APPURTENANCES 5.01 026B144q WATER MAIN, TRENCFED, DIP, 81N. 5.02 03RX4p WATER MAIN, TRENCHED. DIP, 161N A REFER TO USHEETS FOR LOCATIONS B. REFER TO LLSHEETS FOR WATER MAIN TPBULATDN C. REFER TO IOWA CITY MUNICIPAL STANDARDS, PPRT]FOR SPECIFICATIONS, INCLUDED IN THE CONTRACT DOCUMENTS 3.03 OZG94p WATER MAN. TRENCHED, PVC, 8 N. A REFER TO DPNELSTREET PIANS FOR LOCATIONS. DUALS, PND SPECIFICATIONS 5.d 03R361C WATER IN4N FITTINGS 5.05 026RYq VALVE, GATE, BIN. 506 03i60.p VPLVE. BUTTERFLY, 16 W. 5.07 02691 IC TMPING VALVE PSSEMBLY, 161N. A REFER TO LLSHEETS FOR FITTINGS TPBULATgN S. REFER TO IOWA CITY MUV3CIPPL STPfDPR0.5, PPRT]FOR SPECIFICATIONS, INCLUDED IN THE CONTRACT DOCUMENTS 5.08 N THIS BID REM ESTIMATE REFERENCE INFORMATION Item No. Item COEe DexNptlon ALL REFERENCES ARE TO SUDAS STANDARD SPECFK:ATDNS UNLESS OTHERWISE NOTED pNSION d-BEWERB AND ORp NB 4.01 d03410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 121N. 4.02 409410QA1 STORM SEWER, TRENCHED, CLASS III RCP, 151N. 4.03 403410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 181N. /.04 103410SA1 STORM SEWER. TRENCHED. CLASS III RCP, 2d IN. 405 /02410&0.1 STORM SEWER, TRENCHED, CLASS III RCP. 301N. d.06 103410SA1 STORM SEWER, TRENCHED. CLASS III RCP, 621N. 4.W 00341050.1 STORM SEWER. TRENCHED, CLASS III RCDP. 441N.X2]W. 0.08 40261050.1 STORM SEWER. TRENCHED. CLASS III RCAF, 591N. X 361N. A REFER TO STORM SEWER LOCATIONS AND TABULATpN ON MSHEETS. B. REFER TO SUDAS Fq.3010.101 FOR TRENCH BEDDING AND BPGKFLL 2gNE DETAILS. G REFER TO SUDAS Fq.3010.102 FOR RIGID GRAVITY PIPE TRENCH BEDDING, D. FOR PLL RCP, USE RUBBER O -RINGS OR PROFILE GASKETS COMPLYINGWITH ASTM Ld43 E. FOR ALL RCDP. USE PREFORMED FLEXIBLE JOINT SEALANT PER ASTM C98DAS WELL AS AN EXTERIOR WRAPPED JOINT PER /STMCBT/ 6.09 4034106-h1 STORM SEWER. TRENCHED, DIP, 42 W. 0. REFER TO STORM SEWER LOCATIONS AVD TABULATION ON MSHEETS. B. PIPE CONVECTORS SINLL BE INSTPLl.EOON THE LAST THREE PPE JOINTS ADJACENT TO PIPE APRONS 4.10 /020.fOBC-0 REMOVE STORM SEWER PPE LESS THAN OR EOl1PL T0361N A REFER TO TPBUATpNNGSFEETS FOR STORM SEWER AND PIPE CULVERT REMOVALS. B. THE LENGTH OF REMOVAL WLL BE LEPSUREDIN THE FELD BY THE ENGNEER. C. THE CONTRACTOR WLL BE PPD THE CONTRACT INR PRICE PER UNEM FOOT.TH6$HALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIA-, EQUIPMENT AND LABOR FOR THE REMOVING BALKFIWNG]WD DEPOSING OF PIPE. 4.11 4030.1[8-8-0 PIPE APRON. CLASS III RLAP, 441N.X2T N. 412 4030.105Q0 PIPE APRON, CLASS III RCP, 121N. 413 d0311C8-B-0 PIPE APRON, METAL, 421N A REFER TO STORM SEWER LOCATgNS AND TABULATION ON MSHEETS. B. REFER TO qWA DOT STANDARD ROAD PLAINS DR -311, DR -312, AND DR -203 FOR APRON DETAILS C. PPE CONVECTORS SH4LL BE INSTALLED ON THE VST THREE PPE JOINTS ADJACENT TO PIPE APRONS D. REFER TO qWA DOT STANDARD ROAD PLAN DR -121 FOR DETAILS ON CONNECTED PPE JOINTS E. REFER TO SUDAS FIGURE 4030221 FOR DUALS ON CONCRETE APRON FOOTING F. INCLUDES APRON GUARD, PIPE CONNECTORS AND CONCRETE APRON FOOTING G. INCLUDES MISCELLANEOUS CHANNEL OR DITCH GRADING AT NLETgUTIET TO PROVOS APPROPRIATE DRAINAGE 4.10 4040.105A-0 SUBDRAIµ CORRUGATED PVC PPE. 61N. A REFER TO LONGITUDINAL SUBDRAIN TPBUATDN(1049)NGSIEETS S. REFER TO TYPICAL BECTON IN BSHEETS. USE INSTALLATION TYPEICPSE B(MODIFIED)PND TYPE ICPSE CPS SHOWN C. REFER TO MSHEETS FOR SUBDRWN LOCATIONS. D. APPROVED MM1l.FAGTIRERS: (1) COVRECH, A3D0 (2) ADVANCED DRAINAGE SYSTEM, ADS N-12 OR (3) NVVDR, Hb. E. POROUS BACKFLL. TEES, PLUGS PNDPLL OTHER REQUIRED FITTINGS ARE IVDDEMPL TO THE REM F. REFER TO SUDAS FIGURE 4000.231 FOR CONSTRUCTION DETPLS. d.15 4046fO5G0 SUBDRPIN CLEPIRDIR. PVC. 61N. A SUBDRPN CLEPNDIR SHPLL BE TYPE 0.I CLEPNOUT PN)CONfORM TO SUDPS Fq. 00/0.232. B. REFER TO MSHEETS FOR CLEANOUT LOCATIONS. 416 d010.105D-0 SUBDRPINOURETS PTD CONNECTIONS, CORRUGATED METAL PIPE, fi N. A REFER TO LONGITUDINAL Sl60RNN TABUATpN(f049)NGSHEETS B. REFER TO MSHEETS FOR OUTLET LOCATIONS. C. REFER TO SUDAS FIGURE MW.233 FOR INSTPLLATgN DETPLS. D. SUBDRAN OUTLETS THRU INTAKE WALLS SHALL BE CORRUGATED AETAL PIPE. E ITEM INCLUDES RODENTGUARDS DIVISION S -WATER MANS AND APPURTENANCES 5.01 026B144q WATER MAIN, TRENCFED, DIP, 81N. 5.02 03RX4p WATER MAIN, TRENCHED. DIP, 161N A REFER TO USHEETS FOR LOCATIONS B. REFER TO LLSHEETS FOR WATER MAIN TPBULATDN C. REFER TO IOWA CITY MUNICIPAL STANDARDS, PPRT]FOR SPECIFICATIONS, INCLUDED IN THE CONTRACT DOCUMENTS 3.03 OZG94p WATER MAN. TRENCHED, PVC, 8 N. A REFER TO DPNELSTREET PIANS FOR LOCATIONS. DUALS, PND SPECIFICATIONS 5.d 03R361C WATER IN4N FITTINGS 5.05 026RYq VALVE, GATE, BIN. 506 03i60.p VPLVE. BUTTERFLY, 16 W. 5.07 02691 IC TMPING VALVE PSSEMBLY, 161N. A REFER TO LLSHEETS FOR FITTINGS TPBULATgN S. REFER TO IOWA CITY MUV3CIPPL STPfDPR0.5, PPRT]FOR SPECIFICATIONS, INCLUDED IN THE CONTRACT DOCUMENTS 5.08 028E0.q FRE HYDRANT PSSEABLY A REFER TO IOWA CRY MUNICIPAL STANDARDS, Fq].2 FOR FIRE HYDRANT ASSEMBLY DETAILS. B. REFER TO USHEETS FOR FITTINGS TABULATpN C. REFER TO qWA CRY MJNCIPAL 6TPNDARDS, PART 7 FOR SPECIFICATIONS, INCLUDED INTHE CONTRACT DOCUMENTS D. DELVER REMOVED HYDRANT ASSEMBLIES TO THE gWACRY WATER DIVISION 5.09 5034108-F-0 VPLVE BOX EXTENBpN 510 5020-tOBG-0 VALVE BOX REPLACEMENT A REFER TO LLSHEETS FOR WATER MAIN TABULATpN B. REFER TO CONTRACT DOCUMENTS FOR ACCEPTABLE PRODUCTS ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION 11arn N0. Item No. Item Code Oeacriptlan Nam COOe Description ALL REFERENCES ARE TO SUDAS STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED ALL REFERENCES ARE TO SUDAS STANDARD SPECFICATgNS UNLESS OTHERWISE NOTED 5.11 5020.106H-0 FIRE HYDRANT ADJUSTMENT 7030-108�H1 DRNEWAV, PAVED. PCO.61N. ].16 A REFER TO S-SHEET FOR DETAILS A REFER TO6SHEETS FOR GEOMETRIC PND STPJ(ING DETNLS. B. REFER TO U-SHEETS FOR LOCATIONS '"3 B. REFER TO SUDAS FIG. ]030.101 FOR CONCRETE DRIVEWAY, TYPEADETNLS. C. INCLUDES HORIZOMAL PPE EXTENSIONS AS NECESSPRYTO RELOCATE HYDRANT AS SHOWN IN PLANS D. COORDINATE ALL WATERMNN SERVICE SHUTDOWNS WRM THE C"OF qWA CRYAND SOUTH WASTEWATER TREATMENiP M?F s � EIS REOUIREO. 7.19 ]03610SH-2 DRIVEWAY, CLASS ACRUSHED STONE,BN. A REFER TO }SHEETS AND 0.SHEETS FOR LOCATIONS B. REQUIREMENTS OF GRANULPJL SURFACING TO BEET SECTpN4120.040E THE IOWA DOT SPECIFICATIONS OMSpNB-STRUCTURES FOR 9ANRARY PND STORM SEWERS C. CRUSHED STONE TO BE REUSED FOR TEMPORARY DRIVEWAYS AND ROADWAYS WHEN POSSIBLE. DO NOT REUSE CRUSHED STONE ON PERMANENT DRIVEWAYS D. TENPORMY DRIVEWAYS REQUIRE MNOMIMOF 532 TONS DURING ANY GIVEN STAGE AND PERMANENT DRIVEWAYS REQUIRE 82 TONS 8.01 8.02 80,0.tO6A-0 8016108-8-0 MWHOIE,TYPE SWi01,60IN. DlA 2015 JAi� -5 �,t�i �� 3'� BRAI(E, TYPE SW-507 8.04 8010-10&8-0 INTAKE. TYPE SW-509 E. REMpVM OF TEMPORMYDRNEWAY MATERML AND SURFPDE RESTORATK)N LS INCIDENTAL TO THIS REM 805 6.06 8010-10&3-0 60/610&8-0 IMAKE, TYPE SW-545 MODIFIED INTAKE TYPE SW-512, 241N.. TYPES `t.1 72 ]040.109-I+0 PAVEMENT REMOVAL e.% 6010-108-8-0 INT Al(E, TYPE SW-St2, 301N., TYPE 5 'L t C1 �A V�r A REFER TO STORM SEWER LOCATIONS AND TPBUUTpN ON MSNEETS.A � A REFER TO CSHEETS FOR REMOVALS TABULATION B. REFER TO RSHEETS FOR LOCATIONS S. REFER TO RSHEETS FOR HOOFED WTAI(E DUALS DIVISION 9 -SRE WORK AND LrW DSCAPING C. ACCESS LIDS SHALL FEATURE THE pWACRY LOGO AND STORMSEWER LABEL PS ILLUSTRATED ON DUAL SW-8021N THE RSHEETS, AND IS NCOENFPI 8010.108-B-1 SEEDING, FERTILIZING, AND MULCHING FOR HVDRAULK: SEEDING 9.01 8.08 8010-106-E-0 MANHOLE ADJUSTMENT, MNOR A LOCATIONS FOR SEEDING INCLUDE DISTURBED GROUND OUTSIDE OF THE SIDEWALK OR TRAIL ALONG UNDEVELOPED PROPERTIES. REFER TO F-SHEETS. 8.09 8010.10660 CONNECTION TO EXISTING MAIJHOIE OR MPI(E B. SEED MKTURE SMALL BE TYPEI(PERMNJENT LAWN MORURE) A REFER TO STORM SEWER LOCATIONS AND TABULATION ON MSHEETS. C. REFER TO CHAPTER TOF THE SUDAS DESIGN M4IIUK FOR ALLOWABLE SEEDING DATES. 8.02 9010.10&8-1 SEEDING, FERTILQING./WDEMLCHNG FOR HYDRAULIC SEEDING jTEhPORPR,7 DIVISION ]-STREETS AND RELATED NORM 7.01 7%0.106k0 PCC PAVEMENT SAMPLES AND TESTING A SEED MORURE SHN-L BE TYPE!(URBPN TENPORMVEROSON CONTROL MOOTJRE) B. THE BEMIS TO BE USED AT THE DIRECTION OF THE ENGINEER ON DISTURBED AREAS OUTSIDE OF PPPROPRNTE SEEDING GATES 7.02 ]010.,O6A-0 PAVEMENT, PCC, ]N. B. REFERTO66HEER FDRTYPIGLDDAIL A REFER TO OPNEL PIMEPLANS FOR LOCATION, DUALS, AND SPECIFICATIONS 8.03 9026106A-0 SODDING A LOCATIONS FOR SODDING INCLUDE DISTURBED GROUND IN MEAS BETWEEN THE STREETPND SIDEWALK AND/OR TRM AND OUTSIDE OF THE SIDEWALK OR TRAIL 7.03 ]010.,O6A0 PAVEMEM, PCC, BN..COLORED, TRUCKAPRONS ALONG DEVELOPED PROPERTIES 7.04 ]010-108-x0 PAVEMEM,PCC, IN.. COLORED, MEDWNS AND SPLITTER ISLANDS B. REFER TO CMAPTERTOF THE SUDAS DESIGN MWl1M FOR ADDITIONAL DETAILS. A REFER TO BSNEETS FOR TYPCPL SECTONS 9W0�106A-2 SWPPP MANAGEMENT S. REFER TO D-SHEETS FOR PLAN MIO PROFILE 8.04 G REFER TO L-SHEETS FOR GEOMETRIC MIO JOINTING DETPLS A SWPPP WEEKLY INSPECTIONS SHALL BE CONDUCTED BY THE CONTRACTOR FOR THE DURATION OF THE CONTRACT PERIOD O. COLOR ADMXTURE FOR INTEGRAL COLORED PCC PAVNG-TO BE DETERMNED B. THE CRV WILL PREPARE PUBl1C NOTICES. FILE THE NOTICE OF INTENT PND PAY PERLTi FEES REO WRED BY NPOES GENERAL PERMIT No. 2. E. IhPRINTNG DEVICE FOR PCC PATTERN-TBD, ALL STAMP TEMPLATES TO BECOME CRY PROPERTY UPON COMPLETION OF WORK C. COMRACTORSREOURED TO COMPLETE. PAY FEES, AND ABIDE BYA CRY CONSTRUCTpN SITE RUNOFF (CSR)PERMT F. COLOR RELEPSNG AGENT FOR SIPMP-TED D. REM INCLUDES CONSTRUCTION OR DELIVERY OF CONCRETE WASHOUT PRS, CLEANOUT, DISPOSAL OF MATERWL.lWO flEMDVAL OF WASHOUT PRS. G. CLEAR SEALANT-BASED ON COLOR PDLCRURE MWUFACTURER RECOMMENDATIONS E. THE CONTRACTOR6E%PELTED TO UBEAWASHOIfT PR ON EACH OCCASION AS REQUIRED BY THE SWPPP. THIS IMV NECESSRATE THE USE OF SEVERAL PRS, DEPENDING ON CONSTRUCTION SEQUENCE ].OS 70,o-,o6-a9 PAVEMENT. PCC, 91N., ROUNDABOUTS AND NEDUW A REFER TO B-SHEETS FOR TYPICN-SECTpNS 9.05 BW0.10B-D1 FILTER SOCKS.BN. B. REFER TO DSHEETS FOR PIAN AND PROFILE B.OB BW0.108-D-2 FLTER SOCKS, REMOVAL C. REFER TO L-SHEETS FOR GEOMETRIC AND JOINING DUALS A REFER TO FSNEETS FOR SUGGESTED LOCATIONS. OTHER LOCATIONS MAY BE REOlR2E0 TO MAINTAIN COMPLIANCE D. DEFICIENCES FOR NR CONTENT, SMOOTHNESS, PND THCKNESS ARE APPLICABLE. REFER TO SUDAS SECTION 7010 FOR DUALS 9.% 9040.106E-1 TEAPORPRY ROLLED EROSION CONTROL PRODUCTS (RFLP) 7.08 7010.106E-0 CURB AND GUTTER, 2.5 FT., 10 N. A REFER TO MSHEETS FOR LOCATIONS A REFER TO E-SHEETS FOR PLAN AND PROFILE B. REFER TO SUDAS FIG. 9010.,01 FOR CONSTRUCTON DUALS B. REFER TO L-SHEETS FOR GEOMETRIC AND JOINING DUALS C. USE TYPE 3 AS DESCRIBED N SECTION 8040.2.05. A 3 C. REFER TO %SHEETS FOR CROSS SECTIONS BOB 8040.10661 ROCK CHECK OPA6 7.07 ]020.,08-A9 PAVENENi, HMA, (10M ESPL) SURFACE, 12 W. IN( Ste, PG 58-28, 2.S OR 3 N. DEPTH A REFER TO MSHEETS FOR LOCATIONS ].OB 7020.106A0 PAVEMENT, HMA (10M ESM) NTERMEDNTE. 12 N. MIX SITE, Pp 5628, 3 N. DEPTH B. REFER TO SUDAS FRE. 904D.107 FOR CONSTRUCTION DUALS 7.09 T020.106a0 PAVEMENT, HIAA (tOM ESPL) BASE, IN MX SITE. PG 5628, 5 N. DEPTH ' A REFER TO &SHEETS FOR TYPICAL SECTIONS 9.OB 804610610 RF RM, CUSS E REVETAENT B. REFER TO CSHEETS FOR TABULATION A REFER TO MBHEETS AND FSHEETS FOR LOCATIONS C. REFER TO D PND E-SHEETS FOR PIAN PND PROFILE B. REFER TO SUDAS Fp. 9040.110 FOR CONSTRUCTION DETAILS D. MIX DESIGNATION LS HMA tOM WITH MAYJMJMAGGREGATE 512E AS INDICATED AND BNOER PERFORMANCE GRADE OF 5628 E. DEFICIENCIES FOR DENSITY, SMOOTHNESS, ANO THICKNESS ARE APPLICABLE. REFER TO SUDAS SECTION ]020 FOR DETAILS 8.10 9010-1060-2 BTPBLI2E0 CONSTRUCTION ENTRANCE A REFER TO SUDAS FIG 9040.120 FOR STABILQEp CONSTRUCTION ENTRMK:E DETAILS. 7.11 ]030.fO6a0 REMOVAL OF SIDEWALK B. THIS ENTRANCE SHALL BE USED N PLL LOCATIONS WHERE MIO MAY BE DEPOSITED BY EQUIPMENT LEAVNG THE SUE. 7.12 ]030.106A0 REMOVAL OF DRIVEWAY A REFER TO RSHEETS FOR LOCATIONS 8.11 90/0.106T-1 NLET PROTECTION DEVICE, INSTALLATION B. REFER TO CSHEETS FOR REMOVALS TABULATION 8.12 90W1pB-T-2 NLET PROTECTION DEVICE, MVNTENANCE A AWNTENPNCE AND SEDIMENT REMOVAL SREOURED THROUGH THE CONTRACT PERIOD 7.13 ]030.108-E-0 SIDEWALK PCC.4 R. 5 FT. WOE TYP. T.0 ]030.106E-0 SIDEWALK PCC, B IN., B FT. WOE TYP. 9.13 9050.1068-1 REVET MATTRESS,6N. THICK 7.15 7030.100-EA SIOEWAII(HM46 N.,BFT. WIDE TYP. A REFER TO MSMEETS FOR LOCATIONS A REFER TO C-SHEETS FOR TABULATION OF SIDEWALKS B. AWTTRESSES SHPII BE CONSTRUCTED OF WIRE MESH BASKETS ANO FILLED WITH GABpN STONE MEETING REQUIREMENT OF IOWA DOT STANDARD SPECIFICATION 4' B. REFER TO SSIEETS FOR LOCATIONS C. ONCE PULED. SUITABLE TOPSOIL WITH AN AVERAGE DEPTH OF 4 INCHES SHALL BE SPREAD OVER THE MATTRESSES TO FACILITATE VEGETATIVE GROWTH C. REFER TO SUDAS FIG. 7030.201 FOR CLASSES OF SIDEWN.K DETPLS. D. REFER TO SUDAS FIG. 7030.202 FOR CURB DETAILS FOR CLASS ASIDEWNJ(. (CLASS ASOEWPLK ONLY) 9.1! 9080.1060.0 REMOVAL AND RENSTALUTK3N OF EXISTING FENCE. PIASTIC,IFT. TN.L E. REFER TO SUDAS FIG. 7030.201 FOR GENERAL SIDEWALK DUALS. A REFER RSHEETS FOR LOCATION F. REFER TO SUDAS FIG. 7030.205 FOR CURB RPAP OUTSIDE OF INTERSECTION DETAILS. S. THEEXISTING FENCE SHALL BE REMOVED AND TEMPORARILY STORED WITH THE PROPERTY OWNER G. REFER TO SUDAS FIG. ]030.206 FOR CURB RMP WRHIN INTERSECTION RADIUS FOR CLASS A SIDEWALK DUALS. C. AFTER FNM GRADING. THE FENCE SHALL BE RENSTPLLED AT THE SANE LOCATION N THE SME MNINER AS THE ORIGINAL. INSTALUTON H REFER TO SUDAS Fp. ]030.207 FOR CURB RAMPS WITHIN INTERSECTION RADIUS FOR CUSS B OR C SIDEWALK 8.15 9080.106E-0 PLASTIC SAFETY FENCE FOR LANDSCAPE PROTECTION,4 FT. TALL 7.18 ]030.106E-0 SIDEWALK HIMIN., TEMPORARY A REFER TO R-SHEER F00. LOCATIONS A FOR USE DURING CONSTRl1CTON STAGING TO MAMTNN PEDESTRIAN ACCESS, AS DIRECTED BY THE ENGINEER ONLY B. OUAiITRY SIpWN S MI ESTIMATE PND S SUBJECTTO CHANGE 7.17 7030.100-GO DETECTABLE WARNING A REFER TO C-SHEETS FOR TABULATION OF SIDEWALKS B. REFER TO S-SHEETS FOR LOCATONS C. THE CONTRACTOR SHALL URIiE THE FOLLOWING APPROVED IMNUFPCTURERS; AETADONE. NEENNi OR EAST JORDAN. D. DETECTABLE WARNING RES SHALL BE OF CAST RON CONSTRUCTON AND BE BRICK RED IN COLOR. WA WACnrv. wwA ¢nriore ADG SAV NC 3d1300B DECFMIER 2014 JSS� FIELDBOOK 111:-� 1740 UnInger Lane North Marl , IA 5231] M°CLURery building strong co nmu�lt�':: mein 319.525-9090 (r URE lax 319-626-9095 SYCAMORE STREEF NAPROVFMENTS CRY LIMBS TO SOUTH GILBERT STREET, PHASEI ESTIMATE REFERENCE INFORAUTION ( ova 4� � mesY• C.U3 ENGINEERING C4 N:\Pr.octs\IAC-3613008-00\Design\Plana\3613008-C.dwg Bruce VanSIckle 1/2/2015 9:00 AM B. REFERTO66HEER FDRTYPIGLDDAIL ESTIMATE REFERENCE INFORMATION IINn No. 11BIn Co00 D ripbw ALL REFERENCES ARE TO SODAS STANDARD SPECIFICATIONS UNLE$$ OTMERWLSE NOTED DIVISION 10 - MISCELANEOUS 10.01 WA WATERMAN PROTECTION AND INSULATION �p-t A REFER TO MSHEETS FOR LOCATION AND BSHEETS FOR DETAIL m� B. THIS REM HAS BEEN INCLUDED FOR THE INSULATION OF WATER AWNS WHERE THERE B LESS THAN THE RECOMMENDED HORIZONTAL OR VERTICAL SEPARATION FROM THE PROPOSED STORM SEWER SYSTEM C. INSULATION SHALL BE CLOSED CELL POLYSTYRENE BOARDS (EXTERIOR GRADE BLUE BOARDS) WITH A MINIMUM DIMENSION OF 2 N. THICK X2 FT WOE. THE NSULATION SHALL A MINIMUM RNALUE OF R-9 AND COMPLY WITH ASTM C 578-92. D. PRIOR TO PLACEMENT, AMNIMJMOF 6 N. OF CLASS I GRANULAR MATERIAL SHALL BE PLACED OVER THE TOP OF THE PIPE, LEVELED AND COMPACTED. AMNIMUMOF TWO INSULATION BOARDS (41N. TOTAL THICKNESS) SHALL BE INSTALLED OVERTOP THE GRANULAR BEDDING MATERIAL IN ASTAGGERED ARRANGEMENTTO ELIMINATE E. CONTRACTOR IS TO EXERCISE CARE WHEN BACKFILLING AS TO AVOID DAMAGING THE INSULATING MATERIAL. F. INCLUDES FURNISHING ALL REQUIRED MATERIALS. HANDLING, EXCAVATION. DEWATERING INSTALLATION, CUSS I GRANULAR BEDDING AND BACKFILL, AND ALL OTHER ASSOCIATED WORK G. THE CONTRACTOR WILL BE PAA THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATON FOR FURNISHING ALL TOOLS. EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR INSULATING WATER MANS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 10.02 WA REMOVE AND REINSTALL BOLLARD A REFER TO RSHEETS FOR LOCATION B. THE CONTRACTOR WILL BE PAD THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE FULL COMPENSATON FOR FURNBNNG AL MATERIAL, EQUIPMENT, AND LABOR FOR THE REMOVAL AND REINSTALLATION OF THE EXIST ING BOLLARD. INCLUDES FOOT ING RE NFORC ING. ANCHOR BOLTS AHA ALL OTHER MATERIAL NECESSARY TO INSTALL THE SOLLARD TO ITS ORIGINAL CONDITION, 10.03 171246E DUCT BANK A REFER TO BSHEETS FOR TYPICAL SECTIONS B. REFER TO PSHEETS FOR PLAN AND PROFLE C. THREE, 2 W. DIA HDPE CONDUITS ARE TO BE INSTALLED ASA DUCT BANK D. REFER TO CONTRACT DOCUMENTS FOR ITEM SPECIFICATIONS OWADOT SPECWOATION9 un 24015750001 REMOVALS, AS PER PLAN A REFER TO CSHEETS FOR TABULATION OF REMOVALS B. REFER TO RSHEETS FOR LOCATIONS C. SHALL MEET THE REQUIREMENTS AS OUTLINED N SECTION 2401 OF THE IOWA DOT STANDARD SPECIFICATIONS. LIM 251&3280000 FENCE, FIELD A REFER TO RSHEETS FOR APPROXIMATE LOCATIONS B. CONTRACTOR IS REQUIRED TOCOORDMTEWITHPROPERTYOWNER FOR FINALLOCATONS C. SHALL MEET THE REQUIREMENTS AS OUTLINED IN BECTON M9 OF THE IOWA DOT STANDARD SPECFICATONS. D. A SINGLE STRAND OF BARBED WINE, AS SPECIFIED IN SECTION 4150.04 OF THE IOWA DOT STANDARD SPECTIFICATONS, IS TO BE INCLUDED AT THE TOP OF THE FENCE AND IS CONSIDERED INCIDENTAL 1.02 25211F3350015 FIELD OFFICE A SHALL MEET THE REOUREMENTS AS OUTLINED IN SECTION 2SMOF THE IOWA DOT STANDARD SPECIFICATIONS. 1.03 25249276010 PERFORATED SQUARE STEEL TUBE POSTS, FURNISH ONLY 1.01 252"VW2/ PERFORATED SQUARE STEEL TUBE POST ANCHOR, FURNISH ONLY 1.05 2524-9325001 TYPE A SONS, SHEET ALUMWK FURNISH ONLY A REFER TO D AND E -SHEETS FOR LOCATIONS B. $HALL MEET THE REQUIREMENTS AS OUTLINED IN SECTION 2524 OF THE OWA DOT STANDARD SPECIFCAMNS. C. THE CRY OF IOWA CITY STREETS DEPARTMENT WILL INSTALL SIGNS. STEEL TUBE POSTS. AND ANCHORS 1M 2526-8285000 CONSTRUCTION SURVEY A REFER TO&SHEETS FOR SURVEY INFORMATION B. SHALL MEET THE REQUIREMENTS AS OUTLINED IN BECTON 25M OF THE IOWA DOT STANDARD SPECIFICATIONS. 1.07 252]-9283117 PANTED PAVEMENT MARKINGS, DURABLE 108 2527-9263143 PANTED SYMBOLS AND LEGENDS, DURABLE A REFER TO CSHEETS FOR TABULATIONS OF PAVEMENT MARKINGS AND SYMBOLS B. REFER TO K -SHEETS FOR LOCATIONS. DETAILS AND NOTES C. REFER TO STANDARD ROAD PLAN P%1 10 FOR PAVEMENT MARKING DETAILS. D. SHALL MEETTHE REQUIREMENTS AS OUTLINED IN SECTION 2527 OF THE IOWA DOT STANDARD SPECFICATIONS. ALTERNATEA•HMAPAWMENT A01 701&108-E5 CURB AND GUTTER,1.5 FT.,101N. A REFER TO BSHEETS FOR TYPICAL SECTIONS AM 702D108 -A5 PAVEMENT, HI (ION ESA) SURFACE, I2 N. AUX SM. PG S&28, 2.51N.DEPTH AM 702&10&AO PAVEMENT, HM4(10M ESA)NTERMEDIATE. I2 IN. MIX SM. PG 5&26, 3 RL DEPTH AN 702&11 & PAVEMENT. HMA (10M ESA.) BASE, 1 N. MX SIZE, PG 58-2L 5 N. DEPTH A REFER TO BSHEETS FOR TYPICAL SECTIONS B. REFER TO CSHEETS FOR TABULATION C. REFER TO D -SHEETS FOR PLAN AND PROFILE D. MIXDESIONATION 0 HMA IOM, WITH MNXMIMAGGREGATE SM AS INDICATED AND BINDER PERFORMANCE GRACE OF 55,28 E. DEFICIENCIES FOR DENSITY. SMOOTHNESS, AND THICKNESS AREAPPLIOABLE. REFER TO SUDAS SECTION 702D FOR DETAILS ALTERNATE B - PCC PAVEMENT B.01 701&108-A0 PAVEMENT, PCC. 9 N. A REFER TO SODAS FG. 7010A01 FOR JOINT DETNLS. & REFER TO SUDAS FIG. 7D10.1M FOR PGC CURB DETAILS. C. TYPICAL TRANSVERSE JOINT SPACING 6 15. D. NNCLUDESCDBASKETSMDOTHER REINFORCEMENTAS REQUIRED BYSUDASSPECFICATIONSAD DETAILS. E. DEFICIENCIES FORM CONTENT,SMOOTHNESS. AND THICKNESS AREAPPLCABLE. REFER TO SUDAS SECTION 7010 FOR DETAILS IOWA Cm, IOWA ADi BAY NC 361300E DECEMBER 2014 355 FIELDBOOK M-I-Rm GENERAL NOTES 1. WHERE PUBLIC UTILITY FR(TUEES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITES FOR NECESSARY MODIFICATIONS OF SERVICES. UNDERGROUND FACILITIES. STRUCTURES AND UTILTES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. R B POSSIBLE THERE MAY BE OTHERS. THE EXISTENCE OF WHICH B PRESENTLY NOT KNOWN OR SHOWN. R B THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATIONS AND TO AVOID DAMAGE THERETO. NO CLAMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE DELAY CAUSED BY SUCH WORK. THE CONTRACTOR B REQUIRED TO UTL12E THE UTILITY ONEUCALL SERVICE AT BOD -292-8989 AT LEAST 48 HOLIES PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. 2. THE CONTRACTOR SHALL NOTIFY THE CITY OF IOWA CITY AND MCCLURE ENGINEER ING AT LEAST ONE WEEK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR WY BE REQUIRED AS DIRECTED BY THE ENGINEER OR THE CRY, TO PLACE TEMPORARY WARNING DEVICES AND SAFETY FENCE AT CERTAIN LOCATIONS WHERE REPLACEMENT FEATURES ARE NOT INSTALLED THE SAME DAY. THIS WILL BE INCIDENTAL TO THE BD REM TRAFFIC CONTROL. 4. SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTION SO THE PROFILES SHOWN ON THE PLANS AND THE ELEVATIONS SHOWN ON THE INTERSECTION DETAILS ARE OBTAINED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARYAT THESE LOCATIONS. 5, TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE MAKES ARE LOCATED, THE CONTRACTOR MUST EXERCISE ADDITIONAL CARE WHEN PAVING FULLWDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE RALF OF THE PAVEMENT ATA TIME OR OTHER METHODS APPROVED BY THE ENGINEER. 6 TIE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAOF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT ARE DAMNGED DUE TO OPERATING HIS EQUIPMENT ON THE PAVEMENT OR SIDEWALK. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK BETWEEN ALL SUPPLIERS AND SUBCONTRACTORS INVOLVED N THE PROJECT, INCLUDING STAGING OF CONSTRUCTION DETAILS. 8, THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE AT NO ADDITIONAL COST TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. 9. THE CONTRACTOR SHALL CONFINE HIS GRADING OPERATIONS TO WITHIN THE PROPOSED AND EXISTING RIGHT OF WAY, CONSTRUCTION LIMITS AND EASEMENTS SHOWN ON THE PLANS. 10. PLAN AND PROFILE SHEETS INCLUDED IN THE PROJECT ARE FOR THE PURPOSE OF ALIGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR WORK TO BE PERFORMED UNDER THIS CONTRACT. 11. THE CONTRACTOR IS REQUIRED TO BE FAMILIAR WITH AND COMPLY WITH OSHA STANDARDS. NOTHING WITHIN THESE PLANS SHALL RELIEVE THE CONTRACTOR OF THIS REQUIREMENT. 12. THE CONTRACTOR IS RESPONSIBLE FOR PREPARATION, MAINTENANCE, RECORD KEEPING AND NSPECTDN OF THE STORM WATER POLLUTION PREVENTION PLM. 13, THE CONTRACTOR IS EXPECTED TO HAVE MATERIALS, EQUIPMENT, AND LABOR AVAILABLE ON A DALY BASIS TO INSTALL AND MAMMA EROSION CONTROL FEATURES ON THE PROJECT. THIS MAY INVOLVE SEEDING, SILT FENCE, ROCK DITCH CHECKS, FILTER SOCKS, SILT BASINS, OR SILT DIKES. 14. THE CONTRACTOR SRALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES OUTSIDE THE CONSTRUCTION LINTS. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREAS WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 15. N ORDER TO AVOID ANY UNNECESSARY SURFACE BREAKS OR PREMATURE SPALLING, THE CONTRACTOR B CAUTIONED TO EXERCISE CARE WHEN PERFORMING ANY OF THE NECESSARY SAW CURING OPERATIONS FOR THE PROPOSED PAVEMENT REMOVAL. 16. ESTIMATED QUANITfY FOR NEW CONCRETE PAVEMENT INCLUDES ALL INTEGRAL CURB, ALL STREET RETURNS AND SPECIAL AREAS OF REPAIRS TO CONNECTING PAVEMENTS, 17. THE ROADBED SHALL BE TRIMMED TO WITHIN 0 05 FOOT OF THE FINAL SUBGRADE ELEVATION. TRM.ED MATERIAL SHALL BE PLACED N A WINDROW ON ETHER FORESLOPE FOR USE N EARTH SHOULDER FILL AFTER PAVING. NO PONDING OF WATER SHALL BE ALLOWED BY THE STORED MATERIALS. TRIMMING MATERIA. SHALL BE INCLUDED N CLASS 10 EXCAVATION. 18. THE PROPOSED STORM SEWER IMPROVEMENTS SHALL BE REASONABLY CLEAN PRIOR TO PROJECT ACCEPTANCE BY THE CITY. THE CONTRACTOR B ADVISED TO KEEP DEBRIS OUT OF OPEN PIPES AND STRUCTURES DURING CONSTRUCTION ACTIVITIES TO MNIVIM REQUIRED CLEANING. 19. CONTRACTOR SHALL NOT USE EXISTING DANIEL PLACE OR MORAAVENUE FOR VEHICLE PARKING, MATERIAL STORAGE, OR STAGING OPERATIONS. f .p c� 11irM� n4oonaLbm- Llnln9er 5Lane building strong cOmmo Nen 3196082E--909900 I SYCAMORE STREET IMPROVEMENTS ESTIMATE REFERENCE INFO MDC LURE' CRY LIMITS TO AND GENERAL NOTES lav 319-626-9095 SOUTH GRSERT STREET, PHASE ENGINEERING Com. I C L •wr —C7 t �p-t 2-. m� C.04 (DRefer to 7030.101, 7030.102 AND WATER MAIN ROCK CHECK DAMS/DITCHES/FLUMES/SPLASH ACCESS POINTS Refer to AND SAFETY Cross -Sections RAMPS Length of Pipe 5 36 inch > 36 inch diameter diameter LF LF RemaMhStorm STORM REMOVALABANDONMENT107+49.7928.89 Refer to figures in SUDAS Sections 9040 and 9050 102-3 MOD 10-38-13 Location Station Side Type A or B Length Flare or Radii of Opening 0 2" Dropped Curb LF Driveway Width Q FT O O FT HMA Sq. Ft. from CAD SF Driveway Surface Area PCC Sq. Ft. �' from CAD SV SF PCC SV Driveway Surfacing Material SV Rt. To 105+49.5136.47 Rt. Storm Sewer Incidental to Mobilization er 61AA$ 5 ec if ications. Remarks 99+9].00 Rt. 84+81.50 ft A Flares 29 25 RT. To 91+07.2439.86 Rt. 1183.8 131.4 24 Permanent PCC. S c NS alignment. Gabion Eng. Storm Sewer Removal 86+84.55 l A Radii 67 24 26 42 1067.0 118.6 Identification Permanent PCC. S c NS alignment. 24Removal Revetment Stone 86+84.55 R Totals 253 0 varies 1630.5 181.2 Permanent HMA. 5 c NS alignment. 90+95.44 R TON CV SV SY varies 547.2 60.8 ALIGNMENT 14+90.00 Ctr. Permanent HMA. S c NS alignment. 4.0 100+41.66 R ALIGNMENT 21+91.00 Ctr. varies 2.0 4.0 171.0 Permanent Class A crushed stone. S c NS alignment. 100+41.66 R A Flares 28 25 410.8 45.6 26.0 Permanent PCC. S c NS alignment. OUTFALL CHANNEL ALIGNMENT 184+72.00 L varies End location OUTFALL CHANNEL ALIGNMENT 48.5 Permanent Class A crushed stone. Lehman alignment. 184+12.00 L varies X 473.2 52.6 Permanent PCC. Lehman alignment. CHANNEL ALIGNMENT 19+18.50 Ctr. 11+92.13 R End location 15 OUTFALL CHANNEL ALIGNMENT 11+87.00 Ctr. 60.5 Permanent Class A crushed stone. Lehman BAR align. Place RECP on all 10:1 11+92.13 R A Flares 33 24 7729.0 470.6 52.3 OUTFALL Permanent PCC. Lehman BAR alignment. Width tapers. 183+22.56 R End location 14 95+50.00 Lt. X 2.2 310.2 Temporary Class A crushed stone. Tem Pleasant Valle property access. 107+74.75 R 4.9 Storm outlet 10 185+25.00 Lt. X 1.5 842.6 Temporary Class A crushed stone. Tem Haigh property access 90+75.00 R X 10.8 8 See M.09 for placement location. OUTFALL CHANNEL ALIGNMENT 46.6 Tem orar Class A crushed stone. Tem Daniel P1 access. See 3 -sheets. 86+75.00 R 12 TOTAL TONS OF ROCK CHECK DAMS = 4 175.2 Temporary Class A crushed stone. Tem Moira Ave access. See ]-sheets. 85+25.00 R varies TOTAL CUBIC YARDS OF REVET MATTRESS = 64.7 Temporary Class A crushed stone. Tem transition area. See 7 -sheets. varies NA TOTAL 5 UARE YARDS OF RECP = 20 1303.3 Temporary Class A crushed stone. Tem access road. See 7 -sheets. a Not a bid item Totals 157 Totals 2178 242 3605 401 3023 MEC -001 TABULATION OF REMOVALS 13-29-2014 Location ��rk6 Item From/At To White plastic fencing (15 LF) 1]0+65.02, 33.63 Rt. ll8+65.36, 48.3] Rt. Deliver to property owner for storage. Contractor to rebuild after final grading. Limestone Planter Box (1) 90+]].00, 48.50 Rt. Deliver to property armer for disposal. Limestone Planter Boz (1) 91+13.18, a9.00 Rt. Deliver to ro rty owner for disposal. Mailbox 102+03.00 Lt. Not a bid item. Incidental to Mobilization per 51AA5 Specifications. Mailbox 181+79.00 Lt. Not a bid Stem. Incidental to Moblllzation per 51AA5 5 ec if is at ions. Mailbox Cluster 85+00.00 RT. Not a bid It.. ADIS BAV Tis' FIELDBOOK cWA ca", lows uc aai9aoe DECLARER 2914 �� "I�rRe% MCCLURE' ENGINEERING Co. budding strong•.; ^. 1740 Linln9.r Len. ' North LTerry, IA 523t] mein 319-628-909p 1e. 319-628-9095 SYCAMORE STREET IMPROVEMENTS CRY LIMITS TO SOUTH GILBERT STREET, PHASEI TABULATIONS N"�.an„�9,o„S orb°K,e� a•S)�m...,°d•a",„ou.m.�:m.. .L. �... �e ., de•�d'ide. m,.,.n.•.` bony""""""•"`�"'•`""`"`m-"m'9�""������ cmNe..iwn `w .,� �o. ray r,��..aM wc,.. n+•s.•e <..mrv. x..nam•.aew. C.05 N:\Projects\IAC-3613008-00\Design\Plans\3613008-C.dwg Bruce Vansickle 1/2/2015 9:21 AM (DRefer to 7030.101, 7030.102 AND WATER MAIN ROCK CHECK DAMS/DITCHES/FLUMES/SPLASH ACCESS POINTS Refer to AND SAFETY Cross -Sections RAMPS Length of Pipe 5 36 inch > 36 inch diameter diameter LF LF RemaMhStorm STORM REMOVALABANDONMENT107+49.7928.89 Refer to figures in SUDAS Sections 9040 and 9050 102-3 MOD 10-38-13 Location Station Side Type A or B Length Flare or Radii of Opening 0 2" Dropped Curb LF Driveway Width Q FT O O FT HMA Sq. Ft. from CAD SF Driveway Surface Area PCC Sq. Ft. �' from CAD SV SF PCC SV Driveway Surfacing Material SV Rt. To 105+49.5136.47 Rt. Storm Sewer Incidental to Mobilization er 61AA$ 5 ec if ications. Remarks 99+9].00 Rt. 84+81.50 ft A Flares 29 25 RT. To 91+07.2439.86 Rt. 1183.8 131.4 24 Permanent PCC. S c NS alignment. Gabion Eng. Storm Sewer Removal 86+84.55 l A Radii 67 24 26 42 1067.0 118.6 Identification Permanent PCC. S c NS alignment. 24Removal Revetment Stone 86+84.55 R Totals 253 0 varies 1630.5 181.2 Permanent HMA. 5 c NS alignment. 90+95.44 R TON CV SV SY varies 547.2 60.8 ALIGNMENT 14+90.00 Ctr. Permanent HMA. S c NS alignment. 4.0 100+41.66 R ALIGNMENT 21+91.00 Ctr. varies 2.0 4.0 171.0 Permanent Class A crushed stone. S c NS alignment. 100+41.66 R A Flares 28 25 410.8 45.6 26.0 Permanent PCC. S c NS alignment. OUTFALL CHANNEL ALIGNMENT 184+72.00 L varies End location OUTFALL CHANNEL ALIGNMENT 48.5 Permanent Class A crushed stone. Lehman alignment. 184+12.00 L varies X 473.2 52.6 Permanent PCC. Lehman alignment. CHANNEL ALIGNMENT 19+18.50 Ctr. 11+92.13 R End location 15 OUTFALL CHANNEL ALIGNMENT 11+87.00 Ctr. 60.5 Permanent Class A crushed stone. Lehman BAR align. Place RECP on all 10:1 11+92.13 R A Flares 33 24 7729.0 470.6 52.3 OUTFALL Permanent PCC. Lehman BAR alignment. Width tapers. 183+22.56 R End location 14 95+50.00 Lt. X 2.2 310.2 Temporary Class A crushed stone. Tem Pleasant Valle property access. 107+74.75 R 4.9 Storm outlet 10 185+25.00 Lt. X 1.5 842.6 Temporary Class A crushed stone. Tem Haigh property access 90+75.00 R X 10.8 8 See M.09 for placement location. OUTFALL CHANNEL ALIGNMENT 46.6 Tem orar Class A crushed stone. Tem Daniel P1 access. See 3 -sheets. 86+75.00 R 12 TOTAL TONS OF ROCK CHECK DAMS = 4 175.2 Temporary Class A crushed stone. Tem Moira Ave access. See ]-sheets. 85+25.00 R varies TOTAL CUBIC YARDS OF REVET MATTRESS = 64.7 Temporary Class A crushed stone. Tem transition area. See 7 -sheets. varies NA TOTAL 5 UARE YARDS OF RECP = 20 1303.3 Temporary Class A crushed stone. Tem access road. See 7 -sheets. a Not a bid item Totals 157 Totals 2178 242 3605 401 3023 110-14 SANITARY/STORM SEWER AND WATER MAIN ROCK CHECK DAMS/DITCHES/FLUMES/SPLASH BASINS/SLOPE PROTECTION 100-23 MOD Abandonment, Plug Only orAbandonment, Plug and Fill or Removal Length of Pipe 5 36 inch > 36 inch diameter diameter LF LF RemaMhStorm STORM REMOVALABANDONMENT107+49.7928.89 Refer to figures in SUDAS Sections 9040 and 9050 I0-15-13 Location Storm Sewer Removal 4610544.677.49 Material Rt. To 105+49.5136.47 Rt. Storm Sewer Incidental to Mobilization er 61AA$ 5 ec if ications. Mailbox 99+9].00 Rt. Not a bid Stem. Incidental to Mobilization per 5L049 Specifications. Rolled Storm Sewer Removal 2890+83.2338.53 RT. To 91+07.2439.86 Rt. Storm Sewer Removal 24 Class E Gabion Eng. Storm Sewer Removal 46 85+40.7036.90 Side Rock Check Ditch Revetment Erosion RECP 42 Remarks Road Identification Storm SewerRemoval Station 24Removal Revetment Stone Fabric' Totals 253 0 Dam Protection Mattress Control Lt./Rt. Products TON CV SV SY OUTFALL CHANNEL ALIGNMENT 14+90.00 Ctr. X 2.0 4.0 OUTFALL CHANNEL ALIGNMENT 21+91.00 Ctr. X 2.0 4.0 OUTFALL CHANNEL ALIGNMENT 11+36.50 Ctr. Start location X 26.0 OUTFALL CHANNEL ALIGNMENT 11+67.00 Gtr. End location OUTFALL CHANNEL ALIGNMENT 18+00.00 Ctr. Start location X 75.0 OUTFALL CHANNEL ALIGNMENT 19+18.50 Ctr. End location OUTFALL CHANNEL ALIGNMENT 11+87.00 Ctr. Start location. Place RECP on all 10:1 X 7729.0 and 4:1 slope areas OUTFALL CHANNEL ALIGNMENT 24+16.16 Ctr. End location SYCAMORE NS ALIGNMENT 95+50.00 Lt. X 2.2 6.7 Storm inlet SYCAMORE EW ALIGNMENT 178+17.00 Lt. X 1.5 4.9 Storm outlet LEHMAN ALIGNMENT 185+25.00 Lt. X 1.5 4.9 Storm outlet OUTFALL CHANNEL ALIGNMENT 23+90.00 Ctr. X 10.8 26.5 See M.09 for placement location. OUTFALL CHANNEL ALIGNMENT 24+50.00 Rt. X 20.0 See M.09 for placement location. TOTAL TONS OF ROCK CHECK DAMS = 4 TOTAL TONS OF CLASS E REVETMENT = 16 TOTAL CUBIC YARDS OF REVET MATTRESS = 121 TOTAL 5 UARE YARDS OF RECP = 7729 TOTAL SQUARE YARDS OF ENGINEERING FABRIC = 51 a Not a bid item SANITARY/STORM SEWER AND WATER MAIN ABANDONMENT OR REMOVAL, ;6-13 Location/Description Sanitary or Sewer Abandonment, Plug Only orAbandonment, Plug and Fill or Removal Length of Pipe 5 36 inch > 36 inch diameter diameter LF LF RemaMhStorm STORM REMOVALABANDONMENT107+49.7928.89 Lt. To 107+96.023.70 Lt. Storm Sewer Removal 4610544.677.49 Rt. To 105+49.5136.47 Rt. Storm Sewer Incidental to Mobilization er 61AA$ 5 ec if ications. Mailbox 99+9].00 Rt. Not a bid Stem. Incidental to Mobilization per 5L049 Specifications. SANITARY/STORM SEWER AND WATER MAIN ABANDONMENT OR REMOVAL, ;6-13 Location/Description Sanitary or Sewer Abandonment, Plug Only orAbandonment, Plug and Fill or Removal Length of Pipe 5 36 inch > 36 inch diameter diameter LF LF RemaMhStorm STORM REMOVALABANDONMENT107+49.7928.89 Lt. To 107+96.023.70 Lt. Storm Sewer Removal 4610544.677.49 Rt. To 105+49.5136.47 Rt. Storm Sewer Removal 44 mo.o +2.08 Rt. To 94+95.5729.94 Rt. Storm Sewer Removal 2890+83.2338.53 RT. To 91+07.2439.86 Rt. Storm Sewer Removal 24 86+73.3335.92 Rt. 70 97+18.0836.39 Rt. Storm Sewer Removal 46 85+40.7036.90 Rt. To 85+64.6637.59 Rt.StormSewer Removal 42 84+62.0537.66 Rt. To 85+3.4637.62 Rt. Storm SewerRemoval 24Removal Totals 253 0 Abandonment, Plug and Fill Totals PERIMETER AND SLOPE Refer SEDIMENT to SUDA$ 9040.2 CONTROL DEVICE 100 -19 -MOD 10-16-12 Begin Location Station End Station Length of Installation 8 inch Dia LF N :7 .s a .®� C3 s yy �sl w m PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE 100-19-MOD Refer to $UDA$ 9040.2 18-16-12 93+58.5 Location Length of Installation Begin Station End Station 8 inch Dia Remarks LF 93+56.5 55.5 177+60 20.5 Lt. 177+60 40.5 Lt. 20 15 177+60 20.5 Rt. 177+60 40.5 Rt. 20 177+60 48.5 Lt. 179+43.5 44.0 Lt. 160 94+35.5 177+60 50.5 Rt. 11+81.5 Rt. 380 End Station From Lehman RAH alignment. 98+28.5 63.0 177+70, 20.5 Lt. 177+70, 40.5 Lt. 20 390 ll7+70 20.5 Rt. 177+70 40.5 Rt. 20 178+52.50 15.5 Lt. NA NA Inlet protection device 94+42.5 178+52.50 15.5 Rt. NA NA Inlet protection device 94+42.5 72.5 178+70 26.5 Lt. 178+70 46.5 Lt. 20 15 180+00, 23.7 Lt. NA NA Iniet protection device 180+00 18.1 Rt. NA NA Inlet protection device 94+58.5 10+52 110.5 Rt. 14+00 69.0 Rt. 200 94+56.5 52.5 10+46 62.0 Rt. 10+42 78.5 Rt. 20 15 181+79.14 44.5 Rt. 162+96 30.0 Rt. 130 181+86.5 106.0 Lt. 183+98.5 48.0 Lt. 215 95+40.5 182+30 17.0 Rt. NA NA Inlet protection device 95+40.5 77.5 182+35 22.5 Lt. NA NA Inlet protection device 20 183+34.5 47.0 Rt. 185+09 65.0 Rt. 170 163+70 14.0 Rt. NA NA Inlet protection device 95+50, 183+70 14.0 Lt. NA NA Inlet protection device NA 183+88 41.5 Lt. NA NA Inlet protection device NA 184+21 49.0 Lt. 186+17 61.0 Lt. 205 protection 184+68 55.0 Rt. 184+78 16.0 Rt. 40 95+50 184+78, 57.5 Rt. 184+88, 18.5 Rt. 40 NA 186a17 62.0 Lt. 186+28.5 29.5 Lt. 35 NA 62+89, 65.5 Rt. 84+59 63.0 Rt. 180 protection 83+12 20 Rt. NA NA Inlet protection device 95+50 63+25, 23.5 Lt. NA NA Inlet protection device NA 83+46.5 73.0 Lt. 86+65 73.0 Lt. 320 NA 64+25 48.0 Rt. NA NA Inlet protection device protection 84+29 56.0 Lt. 84+29 71.0 Lt. 15 95+58.5 84+45 17.0 Rt. NA NA Inlet protection device 95+58.5 52.5 84+45 17.0 Lt. NA NA Inlet protection device 15 85+00 63.0 Rt. 66+60 123.0 Rt. 220 85+29, 50.0 Lt. 85+29 65.0 Lt. 15 95+58.5 86+29 50.0 Lt. 86+29 65.0 Lt. 15 95+58.5 86.0 86+30 17.0 Lt. NA NA Inlet protection device 20 86+30 17.0 Rt. NA NA Inlet protection device 86+40 48.0 Rt. NA NA Inlet protection device 95+98.5 86+99 73.0 Lt. 90+60 73.0 Lt. 360 95+98.5 52.5 87+18 121.0 Rt. 90+76 64.0 Rt. 420 15 88+09, 48.0 Lt. 88+09 63.0 Lt. 15 68+50 43.5 Rt. NA NA Inlet protection device 95+98.5, 88+50 17.0 Rt. NA NA Inlet protection device 95+98.5, 66.0 86+50 17.0 Lt. NA NA Inlet protection device 20 89+09 48.5 Lt. 89+09 63.5 Lt. 15 90+09 50.0 Lt. 90+09 65.0 Lt. 15 96a38.5 90+25 42.5 Rt. NA NA Inlet protection device 96+38.5 52.5 90+35, 17.0 Rt. NA NA Inlet protection device 15 90+35 17.0 Lt. NA NA Inlet protection device 91+12, 19.5 Lt. NA NA Inlet protection device 96+38.5 91+15.5 65.0 Rt. 92+95.5 50.0 Rt. 190 96+38.5 88.5 91+35 88.0 Lt. 95.35 88.0 Lt. 400 20 91+42.5 48.0 Lt. 91+42.5 63.0 Lt. 15 92+42.5 48.0 Lt. 92+42.5 63.0 Lt. 15 96+78.5 92+50 17.0 Rt. NA NA Inlet protection device 96+76.5, 52.5 92+50 17.0 Lt. NA NA Inlet rotection device 15 93+35, 20.0 Rt. NA NA Inlet rotection device 93+35 16.5 Lt. NA NA Inlet 'rot 96+78.5 71.5 Lt. 96+78.5 91.5 Lt. 20 IOWA C-,IOWA , dBAV AUG ADBAV AC 3613000 _ nLcu e[v xol' JSSe FIELDBOOK 37.5 Rt. �fwu Rt. I�^ 1 00 iV1�C LURE' E" ENGINEERING C4 1740 Ll g. Lens building strong�.� .<,,; Nm 1bL319- - 822P gon In 3ID�02&9085 te. 19.62 9095 SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO SOUTH GILBERT STREET, PHASE TABULATIONS rpiep rce. e.�.m.a��wmw�+ary �wu, °'""`"""'°""""'"'"""°'" or:,`m'^^ir'"`°'"`"s.�.x_�...ad., sner ro. C.D6 N:\Projects\IAC-3613008-00\Design\Plops\3613008-C.dwg Broca Van Slekle 1/2/2015 9:01 AM 97+50 17.0 Rt. NA NA Inlet protection device 97+50 17.0 Lt. NA NA PERIMETER AND SLOPE Refer SEDIMENT to SUDA$ 9040.2 CONTROL DEVICE 100 -19 -MOD 10-16-12 Begin Location Station End Station Length of Installation 8 inch Dia LF Remarks 93+58.5 40.5 Rt. 93+56.5 55.5 Rt. 15 94+35.5 62.5 Rt. 98+28.5 63.0 Rt. 390 94+42.5 57.5 Lt. 94+42.5 72.5 Lt. 15 94+58.5 37.5 Rt. 94+56.5 52.5 Rt. 15 95+40.5 57.5 Lt. 95+40.5 77.5 Lt. 20 95+50, 16.5 Rt. NA NA Inlet protection device 95+50 16.5 Lt. NA NA Inlet protection device 95+50 65.0 Lt. NA NA Inlet protection device 95+58.5 37.5 Rt. 95+58.5 52.5 Rt. 15 95+58.5 66.0 Lt. 95+58.5 86.0 Lt. 20 95+98.5 37.5 Rt. 95+98.5 52.5 Rt. 15 95+98.5, 66.0 Lt. 95+98.5, 66.0 Lt. 20 96a38.5 37.5 Rt. 96+38.5 52.5 Rt. 15 96+38.5 68.5 Lt. 96+38.5 88.5 Lt. 20 96+78.5 37.5 Rt. 96+76.5, 52.5 Rt. 15 96+78.5 71.5 Lt. 96+78.5 91.5 Lt. 20 97+18.5 37.5 Rt. 97+18.5 52.5 Rt. 15 97+18.5, 73.5 Lt. 97+16.5, 93.5 Lt. 20 97+50 17.0 Rt. NA NA Inlet protection device 97+50 17.0 Lt. NA NA Inlet protection device 97+58.5 37.5 Rt. 97+58.5 52.5 Rt. 15 97+58.5, 76.0 Lt. 97+58.5, 96.0 Lt. 20 97+98.5, 37.5 Rt. 97+98.5, 52.5 Rt. 15 97+98.5, 76.0 Lt. 97+98.5, 96.0 Lt. 20 98+30 58.0 Rt. 99+52.5 110.5 Rt. 170 9g+38.5 37.5 Rt. 98+38.5 52.5 Rt. 15 98+38.5 72.0 Lt. 98+38.5 92.0 Lt. 20 98a78.5 37.5 Rt. 98+78.5, 52.5 Rt. 15 98+78.5, 67.0 Lt. 98+78.5, 87.0 Lt. 20 99+18.5 37.5 Rt. 99+18.5, 52.5 Rt. 15 99a18.5, 59.0 Lf. 99+18.5, 79.0 Lt. 20 99+30 19.5 Rt. NA NA Inlet protection device 99+29 22.5 Lt NA NA Inlet protection device 99a58.5 53.5 Lt. 99+58.5 73.5 Lt. 20 101+15 65.5 Rt. 107+14.5, 64.0 Rt. 600 101+48 51.0 Lt. 101+48, 71.0 Lt. 20 101+48 73.0 Lt. 108+18 66.5 Lt. 670 101+81.5 42.5 Rt. 101+81.5 57.5 Rt. 15 - 102+38 50.5 Lt. 102+38, 70.5 Lt. 20 102+50 62.5 Lt. NA NA Inlet protection device - 102+58, 51.0 Lt. 102+58, 71.0 Lt. 20 102+81.5, 42.5 Rt. 102+61.5, 57.5 Rt. 15 103+00, 17.0 Rt. NA NA Inlet protection device 103+00 17.0 Lt. NA NA Inlet protection device 103+38 47.5 Lt. 103+58 67.5 Lt. 15 103+61.5 46.5 Rt. 103+81.5, 61.5 Rt. 15 104+18, 47.5 Lt. 104+18 67.5 Lt. 15 104+81.5 42.5 Rt. 104+81.5 67.5 Rt. 15 105+15 50.0 Lt 105+15 70.0 Lt. 15 105+50 1].5 Rt. NA NA Inlet protection device 105+50 17.5 Lt. NA NA Inlet protection device 105+83.5 39.0 Rt. 105+83.5 54.0 Rt. 15 106+12 43.0 Lt. 106+12 63.0 Lt. 15 106+83.5 33.5 Rt. 106+83.5 48.5 Rt. 15 107+12 36.0 Lt. 107+12 56.0 Lt. 15 107+52 21.0 Rt. NA NA Inlet protection device 107+50 21.5 Lt. NA NA Inlet protection device 107+50 38.5 Lt. NA Inlet protection device 23+95 62.71 Lt. NA Inlet protection device/Outfall Align. 23+95 93.5 Lt. =11.0 145 Outfall Alinment 6545 device 93+42.5 53.0 Lt. 93+42.5 68.0 Lt. 15 PERIMETER AND SLOPE Refer SEDIMENT to SUDA$ 9040.2 CONTROL DEVICE 100 -19 -MOD 10-16-12 Begin Location Station End Station Length of Installation 8 inch Dia LF Remarks 93+58.5 40.5 Rt. 93+56.5 55.5 Rt. 15 94+35.5 62.5 Rt. 98+28.5 63.0 Rt. 390 94+42.5 57.5 Lt. 94+42.5 72.5 Lt. 15 94+58.5 37.5 Rt. 94+56.5 52.5 Rt. 15 95+40.5 57.5 Lt. 95+40.5 77.5 Lt. 20 95+50, 16.5 Rt. NA NA Inlet protection device 95+50 16.5 Lt. NA NA Inlet protection device 95+50 65.0 Lt. NA NA Inlet protection device 95+58.5 37.5 Rt. 95+58.5 52.5 Rt. 15 95+58.5 66.0 Lt. 95+58.5 86.0 Lt. 20 95+98.5 37.5 Rt. 95+98.5 52.5 Rt. 15 95+98.5, 66.0 Lt. 95+98.5, 66.0 Lt. 20 96a38.5 37.5 Rt. 96+38.5 52.5 Rt. 15 96+38.5 68.5 Lt. 96+38.5 88.5 Lt. 20 96+78.5 37.5 Rt. 96+76.5, 52.5 Rt. 15 96+78.5 71.5 Lt. 96+78.5 91.5 Lt. 20 97+18.5 37.5 Rt. 97+18.5 52.5 Rt. 15 97+18.5, 73.5 Lt. 97+16.5, 93.5 Lt. 20 97+50 17.0 Rt. NA NA Inlet protection device 97+50 17.0 Lt. NA NA Inlet protection device 97+58.5 37.5 Rt. 97+58.5 52.5 Rt. 15 97+58.5, 76.0 Lt. 97+58.5, 96.0 Lt. 20 97+98.5, 37.5 Rt. 97+98.5, 52.5 Rt. 15 97+98.5, 76.0 Lt. 97+98.5, 96.0 Lt. 20 98+30 58.0 Rt. 99+52.5 110.5 Rt. 170 9g+38.5 37.5 Rt. 98+38.5 52.5 Rt. 15 98+38.5 72.0 Lt. 98+38.5 92.0 Lt. 20 98a78.5 37.5 Rt. 98+78.5, 52.5 Rt. 15 98+78.5, 67.0 Lt. 98+78.5, 87.0 Lt. 20 99+18.5 37.5 Rt. 99+18.5, 52.5 Rt. 15 99a18.5, 59.0 Lf. 99+18.5, 79.0 Lt. 20 99+30 19.5 Rt. NA NA Inlet protection device 99+29 22.5 Lt NA NA Inlet protection device 99a58.5 53.5 Lt. 99+58.5 73.5 Lt. 20 101+15 65.5 Rt. 107+14.5, 64.0 Rt. 600 101+48 51.0 Lt. 101+48, 71.0 Lt. 20 101+48 73.0 Lt. 108+18 66.5 Lt. 670 101+81.5 42.5 Rt. 101+81.5 57.5 Rt. 15 - 102+38 50.5 Lt. 102+38, 70.5 Lt. 20 102+50 62.5 Lt. NA NA Inlet protection device - 102+58, 51.0 Lt. 102+58, 71.0 Lt. 20 102+81.5, 42.5 Rt. 102+61.5, 57.5 Rt. 15 103+00, 17.0 Rt. NA NA Inlet protection device 103+00 17.0 Lt. NA NA Inlet protection device 103+38 47.5 Lt. 103+58 67.5 Lt. 15 103+61.5 46.5 Rt. 103+81.5, 61.5 Rt. 15 104+18, 47.5 Lt. 104+18 67.5 Lt. 15 104+81.5 42.5 Rt. 104+81.5 67.5 Rt. 15 105+15 50.0 Lt 105+15 70.0 Lt. 15 105+50 1].5 Rt. NA NA Inlet protection device 105+50 17.5 Lt. NA NA Inlet protection device 105+83.5 39.0 Rt. 105+83.5 54.0 Rt. 15 106+12 43.0 Lt. 106+12 63.0 Lt. 15 106+83.5 33.5 Rt. 106+83.5 48.5 Rt. 15 107+12 36.0 Lt. 107+12 56.0 Lt. 15 107+52 21.0 Rt. NA NA Inlet protection device 107+50 21.5 Lt. NA NA Inlet protection device 107+50 38.5 Lt. NA Inlet protection device 23+95 62.71 Lt. NA Inlet protection device/Outfall Align. 23+95 93.5 Lt. =11.0 145 Outfall Alinment 6545 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE N cn CY r, Q' �� rW p E E _. t0 mEc-Bez u-za-la Line No. Road or Lane Ident. Location Station to Station Side Depth IN Longitudinal Subdrain 4840.231 Shoulder Size Length IN FT Subdrain Outlet 4040.233 Porous' an ar Backfill Station Size Road Plan IN CY Class "A"' Crushed Stone CY Remarks SVC EN 178+53.70 178+96.00 LT 24 6 142 179+53.70 Outlet to 5-53. SVC EN DB+54.47 179+96.00 RT 24 6 143 1]8+54.4] Outlet to 5-52 ' Not a Bid Item LEH RAB REMOVAL OF PAVEMENT, DRIVEWAYS AND SIDEWALKS 24 6 186 len-i6"is W ti to 5-51. Begin Station End Side Pavement Station Type Length FT Width FT Area Area FT SV Saw Cut• LF Remarks 13+74.36 82+74.96 104+20.60 RT HMA 2145.fi 23.7 50919.6 5657.7 0.0 Sycamore St NS alignment Outlet t0 104+20.60 107+70.00 RT/LT HMA 349.4 31.9 11145.9 1238.4 118.0 Width tapers from 22.1' to 42.5' 6 226 10+82.29 Outlet to 177+50.00 188+52.45 RT/LT HMA 302.5 22.1 6684.1 742.7 22.2 Sycamore 5t EW alignment 12+36.65 Outlet to 5-60. 182+02.69 184+70.00 RT LT HMA LEH RAB 267.3 22.1 5907.6 656.4 23.0 Lehman Ave alignment 140 12+68.77 Outlet to 5-61 HM4 276.1 22.4 6184.6 687.2 0.0 Remove avement at Lehman/S camore intersection Outlet to 5-01. LEH RAB 10+34.59 11+19.25 RT 24 6 89 10+34.59 Outlet to subdrain and clean-out Total Sidewalk Removals 403 45 43 11+19.25 Total Pavement Removals HB842 8983 164 subdrain and clean-out LEH RAB 32+10.70 12+94.60 RT 24 6 90 12+10.78 Outlet to subdrain and clean-out 12+94.60 64+16.07 64+94.00 R7 PCC and 33.0 24.0 903.0 100.3 25.0 Dashner property PCC driveway from Sycamore NS align. RT 24 6 97 13+17.79 Outlet to subdrain and clean-out 14+07.89 Outlet to subdrain and clean-out LEHMAN 182+34.40 Total Drivewa Removals 903 101 25 6 134 183+67.47 Outlet to 5-62. LEHMAN 182+38.82 183+67.98 LT 24 6 131 183+67.98 Outlet to 5-63. SVC NS 83+29.40 107+74.20 107+65.21 RT/LT PCC 6 115 84+43.88 403.1 44.8 42.2 End of sidewalk and ram connecting 5-05. SV[ NS 83+16.50 84+43.00 0.T 24 6 128 84+43.00 Outlet to 5-04. SVC NS 84+50.19 86+27.83 LT 24 6 178 86+27.83 Outlet to 5-08. SVC NS 84+49.57 86+26.00 RT 24 6 176 86+26.00 Outlet to 5-07. SVC NS 86+36.67 88+48.90 LT 24 6 213 88+48.90 IOWA CITY, IOWA AW BAY IAC 3613 W6 tretereDKfMBFR 2014 lss� FIEIDBOOK a 5-11. �I/� MCC L U R E" ENGINEERING C�. 1740 Unln9er Lane bUIIdIOQ SiTOnD GOInITlUn n1E :. North Lb." , IA 52317 me, 319.626-9090 lex 319-626-9095 SYCAMORE STREET IMPROVEMENTS CRY LIMITS TO SOUM GILBERT STREET, PHASEI 86+36.53 TABUUTION$ RT 24 ,.o..w--"»��.."°,.....",,.d.�...�.."gym y,m a,,,,, ,k �.,,,,,,rv...,,.,,n,...„„ae,rv.°,,,..,,s°,„"°�"°,,,,�,w rprgx.e sma...".�.aro.°.s,r......�..p.��...��m.... �°..ea..�..�c..,��,. C.07 N: PmjectaVAC-3613008-00\Design\Plans\3613008-C.dwg Bruce Van Sickle 1/2/2015 9:01 AM to 5-10. SVC NS 88+54.88 90+34.00 LT 24 6 180 90+34.00 Outlet LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE mEc-Bez u-za-la Line No. Road or Lane Ident. Location Station to Station Side Depth IN Longitudinal Subdrain 4840.231 Shoulder Size Length IN FT Subdrain Outlet 4040.233 Porous' an ar Backfill Station Size Road Plan IN CY Class "A"' Crushed Stone CY Remarks SVC EN 178+53.70 178+96.00 LT 24 6 142 179+53.70 Outlet to 5-53. SVC EN DB+54.47 179+96.00 RT 24 6 143 1]8+54.4] Outlet to 5-52 LEH RAB 10+58.89 13+74.36 RT 24 6 186 10+58.89 Outlet to 5-51. 13+74.36 Outlet t0 5-02. LEH RAB 10+82.29 12+36.65 RT 24 6 226 10+82.29 Outlet to 5-50. 12+36.65 Outlet to 5-60. LEH RAB 12+60.77 13444.19 RT 24 6 140 12+68.77 Outlet to 5-61 13+44.19 Outlet to 5-01. LEH RAB 10+34.59 11+19.25 RT 24 6 89 10+34.59 Outlet to subdrain and clean-out Total Sidewalk Removals 403 45 43 11+19.25 Outlet to subdrain and clean-out LEH RAB 32+10.70 12+94.60 RT 24 6 90 12+10.78 Outlet to subdrain and clean-out 12+94.60 Outlet to subdrain and clean-out LEH RAB 13+17.79 14+07.89 RT 24 6 97 13+17.79 Outlet to subdrain and clean-out 14+07.89 Outlet to subdrain and clean-out LEHMAN 182+34.40 183+67.47 RT 24 6 134 183+67.47 Outlet to 5-62. LEHMAN 182+38.82 183+67.98 LT 24 6 131 183+67.98 Outlet to 5-63. SVC NS 83+29.40 84a43.88 LT 24 6 115 84+43.88 Outlet to 5-05. SV[ NS 83+16.50 84+43.00 0.T 24 6 128 84+43.00 Outlet to 5-04. SVC NS 84+50.19 86+27.83 LT 24 6 178 86+27.83 Outlet to 5-08. SVC NS 84+49.57 86+26.00 RT 24 6 176 86+26.00 Outlet to 5-07. SVC NS 86+36.67 88+48.90 LT 24 6 213 88+48.90 Outlet to 5-11. SVC NS 86+36.53 88+48.00 RT 24 6 211 88+48.00 Outlet to 5-10. SVC NS 88+54.88 90+34.00 LT 24 6 180 90+34.00 Outlet to 5-14. SVC NS 88+54.55 90+33.00 RT 24 6 178 90+33.00 Outlet to 5-13. SVC NS 98+39.53 91+10.29 LT 24 6 72 91+10.29 Outlet to 5-16. SYC NS 98+39.52 92+46.00 RT 24 6 206 92+46.00 Outlet to 5-17. SYC NS 91+15.36 92+47.84 LT 24 6 133 92+4].84 Outlet to 5-18. SVC NS 92+58.57 93+33.37 LT 24 6 76 93+33.37 Outlet to 5-19. SYC NS 92+57.10 93+32.80 RT 24 6 76 93+32.00 Outlet to 5-27. SVC NS 93+37.50 95a43.43 LT 24 6 206 93+37.50 Outlet to 5-19. SYC NS 93+36.54 95+43.20 RT 24 6 208 93+36.54 Outlet to S-27. SVC NS 95+52.27 97+45.39 LT 24 6 194 93+36.54 Outlet to 5-25. SVC NS 95+54.00 97+45.47 RT 24 6 191 93+36.54 Outlet to 5-26. SVC NS 97+51.21 99+25.11 LT 24 6 175 93+36.54 Outlet to 5-23. SVC NS 97+52.00 99+25.53 RT 24 6 173 93+36.54 Outlet to 5-22. SYC NS 99.30.75 102+98.80 LT 24 6 395 99a38.75 Outlet to 5-21. 102+98.08 Outlet t0 5-33. SYC NS 99+31.76 102+98.08 RT 24 6 395 99+31.76 Outlet to 5-20. 102+98.08 Outlet to 5-31. SV[ NS 99+77.55 99+76.68 BOTH 24 fi 89 99+77.55 Outlet to subdrain and clean-out 99+76.68 Outlet to subdrain and clean-out SVC NS 101+07.97 101+07.33 BOTH 24 6 90 181+07.97 Outlet to subdrain and clean-out 181+07.33 Outlet to subdrain and clean-out SVC NS 103+04.49 105+49.65 LT 24 6 246 185+49.65 Outlet to 5-35. ' SYC NS 103+04.51 105+47.10 RT 24 6 242 185+4].10 Outlet t0 5-34. SYC NS 105+55.08 107+46.]1 LT 24 6 194 10]+46.71 Outlet to 5-38. SVC NS 105+53.57 10]+46.23 RT 24 6 192 _ 107+46.23 Outlet to 5-36. Total subdrain len h 6305 if to trail. Total Sidewalk Removals 403 45 43 HMA PAVEMENT TABULATION MEC -003 1z -z9 -1a Road Identification Station SIDEWALKS Type of HMA Course Depth (in) Area (sy) Density (pcf) Surface Course (tons) Intermediate Course (tons) Base Course (tons) Remarks Lehman Ave. 183+75 to 184+70 Transition Area, Surface Course 2.8 269 155 40 7030.2010 and 5 Sheets Lehman Ave. 183+75 to 184+70 Transition Area, Intermediate Course 3 269 155 PCC Thickness 47 Sidewalk Witlth Sidewalk Area 4" PCC Sidewalk Division 1 Lehman Ave. 6" PCC Sidewalk Division 2 183+75 to 184+70 Transition Area, Base Course 5 269 150 76 Sycamore St. EW 177+50 to 178+48 Transition Area, Surface Course 2.5 273 155 40 FT FT SF Sycamore St. EW 177+50 to 178+49 Transition Area, Intermediate Course 3 273 155 117.8 623.8 1768.4 171.1 740.9 2564.6 varies varies varies 48 942.6 4990.1 14146.8 1369.0 5927.4 12823.0 261.0 235.1 312.2 1424.8 104.7 1571.9 152.1 34.7 Sycamore St. EW 177+50 to 178+49 Transition Area, Base Course 5 273 150 77 Daniel Pl. N/A Permanent Driveway, Surface Course 3 fii 155 11 498.0 Daniel P1. N/A Permanent Driveway, Intermediate Course 3 Y 155 11 Moira Ave. N/A Permanent Driveway, Surface Course 3 a 155 32 Moira Ave. N/A Permanent Driveway, Intermediate Course 3 cr -� a 155 32 Total HMA Pavement (Transition 8 r areas) = 123 138 153 Sycamore St. NS 84+50 to 98+66.44 Mainline, Surface Course 2.5 5251 Y'� 764 For use with Bid Alternate B only Sycamore St. Sycamore St. NS NS 102+16.14 to 107+70 Mainline, 84+50 to 98+66.45 Mainline, Surface Course Intermediate Course 2.5 3 2001 5251 155 155 291 916 For use with Bid Alternate 8 For use with Bid Alternate B only only Sycamore St. C1� 102+16.14 to 107+70 Mainline, Intermediate Course 3 2081 155 349 For use with Bid Alternate B only 4 NS 84+50 to 98+66.46 Mainline, Base Course 5 5251 150 1477 For use with Bid Alternate B only Sycamore St. {RB - I-TT 182+16.14 to 107+70 Mainline, Base Course 5 2001 150 563 For use with Bid Alternate B only Total HMA Pavement (Mainline) = 1055 1265 C C,) NA 174.6 All fence on west side 0.0 2910.2 Individual Totals 280 UNITS 599.9 UNITS Total Clearnin Units 879 UNITS 110-17 MOD CLEARING AND GRUBBING es-ls-la Location Trees, Stumps, and Logs and Down Timber Material Diameters All Other Materials Station to Station or Direction Work and Material Type Calculated Length Width Calculated Remarks Milepost to Milepost 3'-6" >6'-9" >9"-12" >12"-15" >15"-18" >18"-24" >24"-30" >30"-36" >36"-42" >42"-48" >48"-60" >60"-72" >72' Units or Description of Travel Units FT FT 182+07.00 33 Lt. EW Trees - Clearing and Grubbing 1 50.0 0.0 182+21.00 20 Lt. EW Trees - Clearing and Grubbing 1 29.0 0.0 0.0 183+95.00 40 Lt. EW Trees - Clearing and Grubbing 1 1 13.3 184+28.00 42 Lt EW Trees - Clearing and Grubbing 3 28.2 10.0 0.0 1.4 Includes old wood fence 99+94.30 56 Rt. NS Brush - Clearin 0.0 18.0 0.0 99+94.30 56 Rt. NS Trees - Clearin and Grubbing 1 22.0 100+31.68 63.5 Rt. NS Trees - Clearing and Grubbing 1 22.0 0.0 100+57.00 66 Rt. NS Trees - Clearing and Grubbing 1 22.0 0.0 100+80.00 69 Rt. NS Trees - Clearing and Grubbing 3 20.1 0.0 101+7.00 70 Rt. NS Trees - Clearin and Grubbing 2 44.0 0.0 101+25.00 62.5 Rt. NS Trees -Clearin and Grubbing 1 29.0 90.0 0.0 223.7 Outfall channel area 88+00 70 94+00 NS Growing Corn - Clearing 0.0 1242.9 B.0 1416.1 25.0 70.8 Easement east of S camore 82+75 To 107+70 NS Growing Corn - Clearing 0.0 2149.2 30.0 129.0 Easement west of Sycamore 82+75 To 107+71 NS Growing corn -Clearin 177+50 To 107+72 NS EW Field Fence - Clearing egcm ouvt'n IOWA ,amara ' eemet �'/^ 9�0 Unln9er Lane SYCAMORE STREEtIMPROVEMENTS ADG BAV 3613IOWA IAC361300B building strong communities. NormLmerty.IA52317 CnYIIMITSTO TABUTATION6 p C.D8 hcceote�lDECEMBER 201. M°C L U RE" mein 319-83a-9090 Jssm FIEWBOOK U. 319-62B-9095 SOUTN GIIRERT STREET, PMA5E1 °+'�'°^`�"o"• ENGINEERING Co. N:\Projects\IAC_3613000-00\Design\Plons\3613008 C.dwg Bruce VarSICMe 1/2/2015 9:01 AM HMA PAVEMENT TABULATION MEC -003 1z -z9 -1a Road Identification Station SIDEWALKS Type of HMA Course Depth (in) Area (sy) Density (pcf) Surface Course (tons) Intermediate Course (tons) Base Course (tons) Remarks Lehman Ave. 183+75 to 184+70 Transition Area, Surface Course 2.8 269 155 40 7030.2010 and 5 Sheets Lehman Ave. 183+75 to 184+70 Transition Area, Intermediate Course 3 269 155 PCC Thickness 47 Sidewalk Witlth Sidewalk Area 4" PCC Sidewalk Division 1 Lehman Ave. 6" PCC Sidewalk Division 2 183+75 to 184+70 Transition Area, Base Course 5 269 150 76 Sycamore St. EW 177+50 to 178+48 Transition Area, Surface Course 2.5 273 155 40 FT FT SF Sycamore St. EW 177+50 to 178+49 Transition Area, Intermediate Course 3 273 155 117.8 623.8 1768.4 171.1 740.9 2564.6 varies varies varies 48 942.6 4990.1 14146.8 1369.0 5927.4 12823.0 261.0 235.1 312.2 1424.8 104.7 1571.9 152.1 34.7 Sycamore St. EW 177+50 to 178+49 Transition Area, Base Course 5 273 150 77 Daniel Pl. N/A Permanent Driveway, Surface Course 3 fii 155 11 498.0 Daniel P1. N/A Permanent Driveway, Intermediate Course 3 61 155 11 Moira Ave. N/A Permanent Driveway, Surface Course 3 361 155 32 Moira Ave. N/A Permanent Driveway, Intermediate Course 3 181 155 32 Total HMA Pavement (Transition 8 Driveway areas) = 123 138 153 Sycamore St. NS 84+50 to 98+66.44 Mainline, Surface Course 2.5 5251 155 764 For use with Bid Alternate B only Sycamore St. Sycamore St. NS NS 102+16.14 to 107+70 Mainline, 84+50 to 98+66.45 Mainline, Surface Course Intermediate Course 2.5 3 2001 5251 155 155 291 916 For use with Bid Alternate 8 For use with Bid Alternate B only only Sycamore St. NS 102+16.14 to 107+70 Mainline, Intermediate Course 3 2081 155 349 For use with Bid Alternate B only Sycamore St. NS 84+50 to 98+66.46 Mainline, Base Course 5 5251 150 1477 For use with Bid Alternate B only Sycamore St. NS 182+16.14 to 107+70 Mainline, Base Course 5 2001 150 563 For use with Bid Alternate B only Total HMA Pavement (Mainline) = 1055 1265 2040 SIDEWALKS 113-1 "°° 04-16-13 See 7030.201, 7030.204, 7030.205, 7030.206, 7030.2010 and 5 Sheets Road Identification Station to Station Side Slope PCC Thickness Sidewalk Length Sidewalk Witlth Sidewalk Area 4" PCC Sidewalk Division 1 6" PCC Sidewalk Division 1 6" PCC Sidewalk Division 2 6 FNN Sidewalk Division 1 D.W. Length D.W. width Detectable Warnings Remarks % FT FT SF SV SV SV SV FT FT SF Sycamore Sycamore Sycamore Sycamore Sycamore Sycamore Lehman RAB St NS St N5 Lehman RAB Lehman Ave St NS St NS St NS St NS 13+87.82 86+96.55 90+65.09 12+62.08 182+66.48 83+13.16 107+84.55 84+25.94 107+72.97 13+82.74 90+65.09 107+85.15 13+38.62 190+14.73 187+74.86 107+95.23 84+69.00 107+92.32 R L L R L R R R R 1.58% 1.50% varies 1.50% varies 1.50% varies varies varies 6 inches 6 inches 6 inches 6 inches 4 inches 4 inches 4 inches 4 -inches 6 inches 117.8 623.8 1768.4 171.1 740.9 2564.6 varies varies varies 6 8 8 8 8 5 varies varies varies 942.6 4990.1 14146.8 1369.0 5927.4 12823.0 261.0 235.1 312.2 1424.8 104.7 1571.9 152.1 34.7 554.5 658.6 29.0 26.1 varies varies varies varies varies varies varies varies 137 0 204 B 0 120 0 0 38 Lehman RAB alignment S camore St NS alignment Sycamore St N5 alignment Lehman RAB alignment. Includes 8' to 5' transition Lehman Ave alignment 5 camore 5t NS alignment Temporary sidewalk for trail alignment Temporary sidewalk for Donna Dashner property. S camore St N5 alignment. North end trail pavement. TOYa15 1424.8 1863.4 554.5 713.7 498.0 NA 174.6 All fence on west side 0.0 2910.2 Individual Totals 280 UNITS 599.9 UNITS Total Clearnin Units 879 UNITS SIDEWALKS 113-1 "°° 04-16-13 See 7030.201, 7030.204, 7030.205, 7030.206, 7030.2010 and 5 Sheets Road Identification Station to Station Side Slope PCC Thickness Sidewalk Length Sidewalk Witlth Sidewalk Area 4" PCC Sidewalk Division 1 6" PCC Sidewalk Division 1 6" PCC Sidewalk Division 2 6 FNN Sidewalk Division 1 D.W. Length D.W. width Detectable Warnings Remarks % FT FT SF SV SV SV SV FT FT SF Sycamore Sycamore Sycamore Sycamore Sycamore Sycamore Lehman RAB St NS St N5 Lehman RAB Lehman Ave St NS St NS St NS St NS 13+87.82 86+96.55 90+65.09 12+62.08 182+66.48 83+13.16 107+84.55 84+25.94 107+72.97 13+82.74 90+65.09 107+85.15 13+38.62 190+14.73 187+74.86 107+95.23 84+69.00 107+92.32 R L L R L R R R R 1.58% 1.50% varies 1.50% varies 1.50% varies varies varies 6 inches 6 inches 6 inches 6 inches 4 inches 4 inches 4 inches 4 -inches 6 inches 117.8 623.8 1768.4 171.1 740.9 2564.6 varies varies varies 6 8 8 8 8 5 varies varies varies 942.6 4990.1 14146.8 1369.0 5927.4 12823.0 261.0 235.1 312.2 1424.8 104.7 1571.9 152.1 34.7 554.5 658.6 29.0 26.1 varies varies varies varies varies varies varies varies 137 0 204 B 0 120 0 0 38 Lehman RAB alignment S camore St NS alignment Sycamore St N5 alignment Lehman RAB alignment. Includes 8' to 5' transition Lehman Ave alignment 5 camore 5t NS alignment Temporary sidewalk for trail alignment Temporary sidewalk for Donna Dashner property. S camore St N5 alignment. North end trail pavement. TOYa15 1424.8 1863.4 554.5 713.7 498.0 1� ss I >a•� i •� ��` PROSPECT FARMS I IOWA CITY COMMUNITY SCHOOLS 0 TS SO 100 ° I 5376 20th T SE NORTH 45 STREET SCHOOL STORM SEVER O IOWA CITY 52240 j IOWA CITY 5221725 (BY OTHERS) ffi \ h \` PROPOSED Row1Trn.) GRAPHIC '� SCALE ° - •� `��` EXISTING ROW (M.) i MIgY 0 ER 1 J •. — c --______ GRADING UNITS "P.) .. �..�.. �. •.. �.. �.. �.. �.. �.. �. _ �.. �..�r.-.�-.��_��.��-.rte.. �.. �r_�.r+rte-�-.-_ 1 1 + + 1 I ollg I/ EXISTING 6" WATER LINE EXIBTI2" LINE WATEE RR LINE (APPROX.) la I a - a 4 T 1T = t t SYGAIMO � BT- T 1 T —{ - - -1 _�—_1+ _ 82+ \ 64+00 85+00 86+00 87+00 88+00 ---- — — — +�- — $ ----- -- \ El SEE U-SHEETS FOR WATERMAIN DETAILS T �� ® .. _._ 1 \ R I W CONSTRUCTION LIMITS (TYP.) j I \; EXISTING ROW(TYP.) I GRADINGLIMITS(I4P.) GRADING LIMITS (I-YP.) TIM & DEBRA LEHMAN I ' DONNA DASHNER 1 ELUS & CATHLEEN SHULTZ 149 I 1 I _ KATHLEEN LYNCH 1 4302 MOIRA ' LEAUE � 11 I ! 4715 CANTERBURY CT 4288 SYCAMORE STREET SE IOWA CITY 52240 BICKFORD DR WEST BRANCH 52358 I .{� IOWA CITY I Sai \ \ 1 I •/ IOWA CITY 52245 690 NOTE: _ 690 —1. SEE U-SHEETS FOR WATERMAIN DETAILS 2. SEE MSHEETS FOR STORM SEWER DETAILS 3. SEE RSHEETS FOR REMOVALS TT H GH POINT LEV = 669. 8 HI HPOINT A=84+50. PVI STA 85+00.00 LOW LEV OININT = 6�1 .21 680 680 .:. OW STA A.D.- 1.00% STA =86+ .D0 K gg ELEV = .46 ' A.D. =1.00 r. o m ' K=100 100. VC _- - + + m g 100.001V 'r'r N viN m 670 670 — > mm 7.50%At m U w� �ffi EX TING GRADE PROP SED GRAT660 660 rp ca OlE2 m m m 83-00 84 00 85 00 LIDS 8s 00 87 00 88 00 iowA cnyIowA ewww ADG SAV uc 3613aoe �11�1 1740 Lm oyer Le ne SYCAMORE STREET IMPROVEMENTS building strong communilie;. Norm Lberty, a 62317 319 828-9080 CRY LIMITS TO MAINLINE ROAD PUN AND PROFILE as �"" D.01 155ry FIELDBOOK °K�R101 MSC U R Er mein lex 319826-y°96 SOUTH GILBERT STREET, PHASEI A y �, a y,, �.4...W. «.. ....,. W, ..mob„,m..e_.e.. ti�rA�rage ENGINEERING Co. E N:\Pro)ecta\IAC_3613008-00 Deeign\Plane\361300B1.deg Bruce VanSickle 1/2/2015 10:32 AM N:\Pm)eah\IAC,3613W8-00\Design\Plans\361300B-D.drg Bruce VanSickle 1/2/201510:32 AM IOWA CITY COMMUNITY SCHOOLS 1725 NORTH DODGE STREET I u I g PROSPECT FARMS 0 25 z 50 100 IOWA CITY 52245 0- y 1 5376 20th STREET SE 0 N SCHOOL STORM SEWER (BY OTHERS) OTM ERS% I DDL w j i f o w IOWA CITY 52240 CONSTRUCTION LIMITS (WP.) .� i Lj GRAPHIC SCALE EpTARY PROPOSED S" WATERMAIN . .. . , I PROPOSED ROW [TYP.) GRADING LIMBS (TYP.) • I e _____________________II C-4 / ______________ ___________ ______________________ _.._.._.._.._.._.._.. _.. _ __ ____ _r _.._. rt__________________________ — _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. _o _.._.. + EXISTING 2' SUBDMSION WATER LINE (APPROX.) 11 EXISTING ROW (TYP.) j IL T —,f a 1 �. 1 •.�-_.� .—` T T F �- .>.,• r —.___ T — >— SYCAMORE ST. 88+00 89+00 90+00 91+00 — — 92+00 — — 93+00— — — —+� —------- —9 + GRADING LIMITS (TYP.) EXISTING ROW ' —4 I CONSTRUCTION LIMITS(TYP .) I 1 j I MAUREEN GATENS 1 III .1 I 4715 CANTERBURY IOWA 52245 KATHLEEN LYNCH j j STEVE k NICOLE PAULEN I I I CITY 4302 MOIRA AVENUE SE 4303 DANEL PL SE s PAMELA ROGERS GRADING LIMBS(TYP.) I 4302 DANEL PL SE I I _ -': 1-" IOWA CITY 52240 I I IOWA GTY 52240 w I I 1 FTl, , I I IN s IOWA CITY 52240 1 PROPOSED I ROW J h I I EXISTING 2" SUBDIVISION 1 1 I I lli WATERLINE(APPROX.) I I W 680 660 LOW PO NT ELEV =63.17 LOW POINT STA =9 35.00 PVI 11 TA 93+35 _.A.D. =1.00% K=50 67050.00' `/C � 670 EXISTING PRO OSED : G DE GRADE w .. w 10 m -0.50% U w > U w > 660 ; — a 660 650 n Ro eo MT aP m m M m 650 pie 88 00 89 00 900 91 00 92 00 93+00 94+00 95 00 ADG BAv uc 3a�a99e ro^ irw Lane SYCAMORE STREET 0IPROVEMENTS 1740 LMCAM , _ _ rhorOEtEMRRR 39u M°CLURE" buildingshoo communities 0 North L319-B IA 62317 man CITYUNITSSTO MAINDNF ROAD PIAN AND PROFILE D,02 JSSM1 FIELDSOOK ENGINEERING Ca, 19.526-9090 fax 319�6Y6 9095 SOIRH OILSERT STREET, PHASE I N:\Pm)eah\IAC,3613W8-00\Design\Plans\361300B-D.drg Bruce VanSickle 1/2/201510:32 AM i PROSPECT FARMS 5376 420th SE / FUTURE MCCOLISTER AVE. IOWA CITY 52240 —..,:-• — off. - - - - - - - - - - - - - - - - - __-- /'//P/•_�--_ �.\ ----- -'T- '--- --------- PROPOSED ROW(TYP.) `_- `__ GRADING LIMITS P. (Y ) —-%% CD F m I � i EXISTING ROW (TYP.) II a T r r r _..._ 1 ,. t _.. SYCANG erg- Imo— T r -97-EG0 - 98+00 — — — — — — — 0 — — — — 102+00- — -- w w N Y_ T.y GRADING LIMITS(TYP.) ` CONSTRUCTION LIMITS (TYP.) 1 0 25 50 100 EXISTING ROW (TYP.) - '' —_ _ _ _ — _ I _ - Z OM JOHN HAIGH I ] _ -'--- MAUREEN GATENS 0 MAUREEN GATENS 4236 SYCAMORE ST SE �^ — _•� • • — • • — — o I 4715 CITY 4715 CANTERBURY CT I IOWA CITY 52240 -- IOWA -CITY 52245-- 522452 2 �� IOWA CITY 52245 v v GRAPHIC SCALE H GH POINT LEV = 677. _.. �� ..�'•-..d HI 311POINT 1 TA=99+50. - PVI SA98+50.00 690$9Q __. AD. - 2.62% K 76 200. VC PRO SED W POINT =663.G 3 GRAE E LOW POINT A = 95+00.10+ PVI STA 98+00.00 6$0 PV1 ELE =664.43 680 K 49 IF 200. YVC- -- _ ---- VPI STA 9+67.87 VPI ST 101+16.16 VPIELEV 678.34 VPIE •679.34 4m 670 48 % 670 > EXIS TING _-- GRA DE :660mm a m 660 • mm Np - m �Hp ^ ^ q 1� �__ ID is t0 m m OR rD 10 rD b ED b tp !^O 95 00 96 00 97 00 98 00 99 00 100+00 101+00 102+00 IOWA CITY. IOWA AOG Spy WC3613003 �^ 1]40 Linlnaer Lene SYCAMORE STREET IMPROVEMEMS OECEMRER 2014 building strong M CLURE" commumtias. North Ll6ertY.lA 5231] mein 315-623-8090 CITY LIMITS TO MAINLINE ROAD PIAN AND PROFILE °""""n""""°""°"""°'""'""" "'"""'''"vhgin10`�`""�""'OiFors o1ip'` rm,^�p„o..l.�.e..e��. D.O� JSSF FIELDSOOK Eu 310-6215-8055 SCUTH ENGINEERING CO. W\Projects\IAC-3613008-00\Design\Plans\3613008—D,d.g Bruce Vansickle 1/2/2015 IM33 AM N:\Pr9kct.\IAC_3B13OO8—GO\D..lgn\Plan.\3613008_D.Eeg Bruce VonSickle 1/2/2015 10:33 AM CONSTRUCTION LIMITS (TVP.) PROSPECT FARMS 5376 420th STREET SE 0 Z� 250 50 100 IOWA CITY 52240 0 GRADING LIMITS (TYP.) PROPOSED ROW (TVP.) =� GRAPHIC SCALE ______________11_ -------------- ---- Y) ------- ..—.._—..—.. �..L... .—..—..—..—..—.. .. �.. �. — �_-- �� •_- �0,� pp _ + it EXISTING ROW (TYP.) U II a O_ A' - —I— - - I- - — ---- 102+00 10 00 104+00 105+00 - T— I- 106+00 SYCAMOREsr. 107+00 p ---- I + 0 108+74 ���-----T--- —=---- --- - - - - - - - - - - v_—..—..—.. -- -. — ——..-_ __ _-- y —..—..— .—..— — � _ 1 I GRADING LIMITS(TYP.) I 1 I TEMPORARY DRIVEWAY CONNECTION CONSTRUCTION LIMITS(TYP.) SEE J-SHEETS EXISTING ROW (TYP.) MAUREEN GATENS I CITY OF IOWA CITY 4715 CANTERBURY CTnCrN IOWA CITY 52245 j -{ 1� ldi t r (,J CIS LO I POINT EL V=675.66 690 _ LOV POINT STA =107+46.1 690 PVl ELEV = 675.59 - A.D. = 0. 2% K=1 PROPOSED EXISTING 8 0 680 RADE GRADE ' _ ' 660 : . _ -0.625, m w -- 0. 670 T 670 660 r3 & a g 660 102 00 1 103 00 I 1 1 104+00 105+00 106 0 107+00 10M0 109+00 'ADG R9wn cnr.loww asioea 1 BAV AC361 0"4 nao Linln9er Lene SYCAMORE STREET LNPROVEMENTS ,.. �,.,.1. .''�a°�','"eer"°°i.�w 4.w ma�'°..��".-; _ OKEI 20U M�CLtlRE" bM1hIIDQ 5ITODQ CORIRIUD11125. Horth LlbertY. IA 53319 mein 319-828-9090 CRY LIMITS TO MAINLINE ROAD PUN AND PROFILE °�°`-'"� °°'"p"—`�n auwme>°°ne...c..aw_ mm .. °O r. —^a..c'�. e'•e.°ca.n°. w"'r..a.'mo...` O A �+ ISSm FIELDBOOK ENGINEERING Com. fe. 319-525-9095 SOUTH GIIBERT STREET, PHASEI oq�.,°en °.��y.ww...,+s ra.m.• —. r� ems.. eQ...e canv N:\Pr9kct.\IAC_3B13OO8—GO\D..lgn\Plan.\3613008_D.Eeg Bruce VonSickle 1/2/2015 10:33 AM N:\Projects\IAC}613008-00\Design\Plans\3613008–E.dwg Bruce VanSickle 1/2/2015 10:19 AM PROSPECT FARMS PROPOSED ROW /' C� 5376 420TH ST SE // e IOWA CITY 52240 GRADING LIMITS (TYP.) / •' P _ CONSTRUCTION LIMITS (TYP.) �• y5— _... _.95.._ Sc PCC OR APPROACH PAVEMENT EXISTING ROW HMA TRANSITION AREA i �� o•. _.._.._.._..__ -Fx --..rx rx— rx fR� ---- ---------o— g a_ ` p – 55 ss BEGINTRANSITION-,----- STA. 177+60.00 - _ - SYC - 54 �_ 0 1a- 175+00 176+00 177-+00X7--8+ + M AVE t- I ,* . PLEASANT VALLEY LP i 1301 S GILBERT ST \or IOWA CITY 52240 I END TRANSITION I STA. 178+47.96 PCC ROUNDABOUT I i GRADING LIMITS (TYP.) III O %OEXISTING 0 25 50 100 R �IIIIIIUII ROW CONSTRUCTION LIMITS (TYP.) � jr �1; D I GLENN @SARA BROWN PLEASANT VALLEY LP NORTH GRAPHIC SG�ALE 4283 SYCAMORE ST SE 1301 S GILBERT ST IOWA CITY 52245 IOWA CITY 52240 1 `a NOTE: �t 1. SEE U-SHEETS FOR WATERMAIN DETAILS 2. SEE M-SHEETS FOR STORM SEWER DETAILS 3. SEE U-SHEETS FOR WATER UTILITY IMPROVEMENTS PROPOSEDGRADE o 670 670 - 112% _ --- —� 170 660 3. 660 - _XISTING RADE 650 650 N O N O M N OD co t0 03 P M aD pOp the sNpp 00 �<pp l8 t0 t0 rip t8 10 O t0 10 10 tp ID r8 17 00 17 00 17 00 178+00 179 00 180 00 181+00 �IoAC CITYMB uc Obl]00e i^040 Lnineer Lane SYCAMORE STREET IMPROVEMENTS SYCAMORE ST/LEHMAN AVE : ' FfG bU11E118991r089 COIIIRIUOI1iEs. NarN Liberty. IA 5230 CITY IIMITS TO PLAN AND PROFILEE01 neraceneim DECEMBER 2014 FIELDBOOK M°CLURE" mein 019-620-9090 lex 019-628-9095 SOUTH GILBERT STREET, PHASEI rno.�A��,,.. +dw �„i,m,,.. x..�m.n,o.-sc.,.,,.. ENGINEERING C^. N:\Projects\IAC}613008-00\Design\Plans\3613008–E.dwg Bruce VanSickle 1/2/2015 10:19 AM 0 PROPOSED ROW / 25 50 100 GRADING LIMITS (TYP.) ; / �I NOTE: TIM k DEBRA LEHMAN 1. SEE U-SHEETS FOR WATERMAIN DETAILS 4715 CANTERBURY CT 2. SEE M-SHEETS FOR STORM SEWER DETAILS / IOWA CITY 52245 3. SEE U-SHEETS FOR WATER UTILITY IMPROVEMENTS i Pio NORTH GRAPHIC SCALE CONSTRUCTION LIMITS (TYP.) �•' 0 PCC ROUNDABOUT / / �• \ i i CONSTRUCTION LIMITS (TYP.) j \ I / �� GRADING LIMITS (TYP.) PROSPECT FARMS /.• %0\`II,{\ i 5376 420TH ST SE I IOWA CITY 52245 �� �' PROPOSED `�` i ROW _________ D o -- SYC ORE ST - 1 Fo Fo - F° LO cc - Pr _ �- = - GLENN h SARA BROWN GRADING LIMITS (TYP.) EXISTING ROW PLEASANT VALLEY LP PROPOSED POWER POLE PLEASANT VALLEY LP \\0 4283 SYCAMORE ST SE ! CONSTRUCTION 1301 S GILBERT ST AND GUY WIRES 1301 S ALBERT ST IowA CITY 522a5 IOWA CITY 52245 LIMITS (TYP.) IOWA CITY 52245 (TO BE INSTALLED BY OTHERS) HIGH POIN ELEV= 70.58 HIH POIN STA = 1 29.83 OW POI T ELEV 669.56 JH PVI STA = 13+29 7_ a PVIS A=11+0 3.96 A.D. = -1.04°h PVI EV = 66 .50 K 48.00 �{ m; 1.045, -4 8. i 5 tL� 00' VC 680 w 680 m o U U OUNDA OUT IN RIBED w w m w IRCLE P OFILE Tu m m W 6701-0.52 '0.52 — -0.5 ° 670 PRO OSED EX STING GROkDE 660 pw 660 n r, n c 1 w '0 n LO m Gl r- tID H � p n ID m Oi m Oi m m Oi n to O O n n aD O n DO O m n LID n m m 0 m m m m m m m m m m m n m tG m m m m m 10 00 11 00 12 00 1 13 t00 14 00 � ' �. �^ ADO HAV tTa0 LInln9er Lane SYCAMORE STREET IMPROVEMENTS SYCAMORE STYLEHMAN AVE ~ fA3��A UFCEMBER2a14 M�CLURE building C strong NnB[iLlb.rt,IA$2317 CRY LIMITS TO PIAN AND PROFILE �..r.-d .e.....aara..R . a�..rM AS „a��. =-axx E.UZ 1S5 FIELDBOOK fax 319-626-9095 SOUTH GILBERT STREET, PHASE I me.e.-.+ •o-sm. ra.... ENGINEERING C°. N:\Pr.je°ta\IAC-3613008-00\Oeaign\Plana\361300B�.E.g Bruce VanSI&Ie 1/2/2015 10:22 AM / , G CONSTRUCTION LIMITS (TYP.) I I ! j Q ❑ -\ TIMOTHY & DEBRA LEHMAN ! BRIAN WHEELER & SUSAN JEFFREY -WHEELER 1 / 4715 CANTERBURY CT I IOWA CITY 52245 1 4297 MAUREEN TER SE IOWA CITY 52240 ; j PCC APPROACH PAVEMENT I I / — -- /.. I I ` GRADING LIMITS (TYP.) b' —`:- • • �\ • • PRIVATE DRIVE j REALIGNMENT I -- —..— --- — --- ss .. .—..—..—..—.. TEMPO T —__—__—__—__—__ T T _ ......—..—..—..— - 183+00— _� i "---� _ __ _� FO F0 I / -- .-.-..- - ------------------- - - GRADING LIMITS (TYP.) f / —• V \• FNM \ CONSTRUCTION �' % HMTRANSITION AREA •-� ' i NA q� LIMITS (TYP.) '�^t GRADING LIMITS (TYP.)� °+ \ 1p PROPOSED DRIVEWAY REALIGNMENT G \ �' •� \ `SII 025 50 1 OO - ��� RY DRIVEWAY \\\ \ If�� �yI 3�P CONNECTION SEE J SHEETS PLEASANT VALLEY LP 1301 S GILBERT ST , EXISTING ROW \ NORTH GRAPHIC SCALE - PROPOSED POWER POLE AND GUY WIRES IOWA CITY 52245 °� I (TO BE INSTALLED BY OTHERS) N NOTE: c i �- 1. SEE U -SHEETS FOR WATERMAIN DETAILS' - 2. SEE MSHEETS FOR STORM SEWER DETAILS - 1 3. SEE U -SHEETS FOR WATER UTILITY IMPROVEMENTS ' Fr 1680 680: u EXIS ING G E 670 _ - - _ _ 670 -0.716 PROPOSED 660 G DE 660 M N In Os M O •- O N m 7 OI M �p 0 Off. r�pp 00 co r r N Ir0 m t^O rD t0 (0 m m N t�0 t�0 181 00 182+00 18 00 _7 184+00 18 00 18 00 18 eensmrrs IOWACM, IOWA ADGe BAV �7� 'I� 1740 LMh9 �'' SYCAMORE STREET IMPROVEMENTS SYCAMORE ST/IFHMAN AVE "_.�9``"""'"^V° .omen " au ymw.+, 4ee 361]008 OFCEMBFR tau prlSS n NorM Liberty, IA 6131] C building strong communities. mein 9tB-626-9090 MCC LU RE' CRY LIMBS TO PLAN AND PROFILE w =•n=a E.O3 FIEIOBOOK fax 319-626-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING C°. N:\Project.\IAC-3613008-00\Deaign\Plane\3613000—E.6wg Bruce VanSickle 1/2/2015 10:23 AM N: mace vanal«m 1/z/zm° 1°:z4 A TIMOTHY T DEBRA LEHIAAN CANTERBURY Cl ! BRIAN WHEELER E SUSAN JEFFREY -WHEELER CHRISTOPHER ARCH CITY OF IOWA CITY TER SE MAUCITY EEN522 TER SE I MAUCITY -----_-- ------ _ _�-� • • IOWA CITY 52245 j IOWA IOWA IOWA CITY 52245 IOWA CITY 52245 IOWA 5 2 ' -- CITY OF IOWA CITY ___ 183+00 _ —� 184+pp 1 _- °' -- - -„ _� 185+00 _���a` _ \ CITY OF IOWA CONSTRUCTION LIMITS (TYP. CITY .."• 186/\ `` \ i1"60 --._.._\ . (F�-� \\ �: A�� GRADING LIMITS(TYP.) END TRANSITION e STA. 184+70.00 84 \ HMA TRANSITION AREAEA\0� \0 PRIVATE DRIVE REALIGNMENT leg*0 0 CONNECTION TO BEGIN TRANSITION STA 183+75.00 II�IIIIpIIVl011 \ a, EXISTING ROW ` EXISTING TRAIL IIIIVIUIIIIVII © 0 25 50 100 � 189 *00 PLEASANT VALLEY LP \� NORTH GRAPHIC SCALE 1301 S GLBERT Sr IOWA CITY 52245 NOTE: N o 1. SEE U -SHEETS FOR WATERMAIN DETAILS a` 2. SEE MSHEETS FOR STORM SEWER DETAILS 3. SEE U -SHEETS FOR WATER UTILITY IMPROVEMENTS a' r"' 680 680 - LO _ W PROPOSED 670 GRAD EXISTING 670 — _— -0.7116 -- GRA E — — -- —_.-- -- -0.796 660 660 o ��, a c4 rn a rn n 650 ED650 1 00 18 00 186+00 187+00 18 00 18 00 ADD SAV wwncnr•wwn WC 96190D! tl'�^ xonn LlEerltv.elp` 52311 SYCAMORE STREET IMPROVEMFNfS SYCAMORE ST/LEMMAN AVEum m— m—���.on�,.em��m.d•�a. a.,.m...;i, Pw ...,,... e, _ _ n building strong mmmumties. meln 319 626-9080 1e. 919-s26s0Y6 cm uMns TO SOUTH GILBERT STREET, PHASE PLW AND PROFILE .,u e.,w,.�v. v.".i...�ww..mm.ww. ra..�•• F_.04 urrew«a n e+w • °+'01'9' JSS FIELDBOOK ENGINEERING Ca. N: mace vanal«m 1/z/zm° 1°:z4 A POLLUTION PREVENTION PLAN 1166223 04-16-13 This Base Pollution Prevention Plan PPP includes information on Roles and Responsib t es, Project Site Description, Controls, Maintenance Procedures, Inspection Requirements, Non -Storm Water Controls, Potential Sources of Off Right -of -Way Pollution, and Definitions. This plan references other documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as needed per plan revisions or by contract modification, will be readily available for review. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a source of potential pollution as defined in this PPP. I. ROLES AND RESPONSIBILITES A. Designer: 1. Prepares Base PPP included in the project plan. 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. 3. Signature authority on the Base PPP and NOI. B. Contractor/Subcontractor: 1. Affected contractors/subcontractors are co -permittees with the IDOT and will sign a certification statement adhering to the requirements of the NPDES permit and this PPP plan. All co -permittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. 2. Submit a detailed schedule according to Article 2602 of the Specifications and any additional plan notes. 3. Install and maintain appropriate controls. 4. Supervise and implement good housekeeping practices. 5. Conduct joint required inspections of the site with inspection staff. 6. Signature authority on Co -Permittee Certification Statements and storm water inspection reports. C. RCE/Inspector: 1. Update PPP whenever there is a change in design, construction, operation or maintenance, which has a significant effect on the discharge of pollutants from the project. 2. Maintain an up-to-date list that Identifies contractors and subcontractors as co -permittees. 3. Make these plans available to the DNR upon their request. 4. Conduct joint required inspections of the site with the contractor/subcontractor. 5. Complete an inspection report after each inspection. 6. Signature authority on storm water inspection reports and Notice of Discontinuation (NOD). II. PR03ECT SITE DESCRIPTION A. This Pollution Prevention Plan (PPP) is for the construction of a 2 -lane urban street in place of existing county roads. B. This PPP covers approximately 15.80 acres with an estimated 11.43 acres being disturbed. The portion of the PPP covered by this contract has 11.43 acres disturbed. C. The PPP is located in an area of 1 soil association (Tama - Muscatine - Downs). The estimated average SCS runoff curve number for this PPP after completion will be 68. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: 1. Drainage patterns - Plan and Profile sheets and Situation plans. 2. Proposed Slopes - Cross Sections. 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets. 4. Location of Structural Controls - Tabulations on C sheets. S. Locations of Non-structural Controls - Tabulations on C sheets. 6. Locations of Stabilization Practices - generally within construction limits shown on Plan and Profile sheets. 7. Surface Waters (including wetlands) - Plan and Profile sheets. 8. Locations where storm water is discharged - Plan and Profile sheets. E. The base site map is amended by contract modifications and progress payments of completed erosion control work. F. Runoff from this work will flow into storm sewers to Makada Buffer Wetlands Area and the Iowa River. III. CONTROLS A. The contractor's work plan and sequence of operations specified in Article 2602.03 for accomplishment of storm water controls should clearly describe the intended sequence of major activities and for each activity define the control measure and the timing during the construction process that the measure will be implemented. B. Preserve vegetation in areas not needed for construction. C. Section 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. Actual quantities used may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries or by contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will be paid for according to Article 1109.03 paragraph B. 1. EROSION AND SEDIMENT CONTROLS a. Stabilization Practices 1) Site plans will ensure that existing vegetation is preserved where attainable and disturbed portions of the site will be stabilized. 2) Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased. 3) Temporary stabilizing seeding shall be completed as the disturbed areas are constructed. If construction activity is not planned to occur in a disturbed area for at least 21 days, the area shall be stabilized by temporary seeding or mulching within 14 days. Other stabilizing methods shall be used outside the seeding time period. 4) Stabilization measures to be used for this project are located in the Estimated Project Quantities (100-1A) and Estimate Reference Information (100-4A) located on the C sheets of the plan. Additional items may be found in the Inspector's IOwACM, IOWA ' MY UC 3613WO OECFMBR 2014 iss FIELDBOOK 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. 2) Structural items to be used for this project are located in the Estimated Project Quantities (100-1A) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other item specific Tabulations. Typical drawings detailing construction of the devices to be used on this project are referenced in the Standard Road or the SUDAS Standards Manual. c. Storm Water Management 1) Measures shall be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed. The installation of these devices may be subject to Section 404 of the Clean Water Act. 2. OTHER CONTROLS a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, storage, and use. 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and paving. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as authorized by a Section 404 permit. 5) Spill Prevention and Control - Implement procedures to contain and clean-up spills and prevent material discharges to the storm drain system and waters of the state. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide directions to truck drivers where designated washout facilities are located. 7) Vehicle and Equipment Cleaning - Employ washing practices that prevent contamination of surface and ground water from wash water. 8) Vehicle and Equipment Fueling and Maintenance - Perform on site fueling and maintenance in accordance with all environment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids on site. 9) Litter Management - Ensure employees properly dispose of litter. 3. APPROVED STATE OR LOCAL PLANS During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at the time. IV. MAINTENANCE PROCEDURES The contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their capacity. V. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm water monitoring inspections will include: 1. Date of the inspection. o 2. Summary of the scope of the inspection. - --'- 3. Name and qualifications of the personnel making the inspection. tq cn 4. Rainfall amount. S. Review erosion and sediment control measures within disturbed areas for the effectiveness in preventiog>iq*ctS to receiving waters. t 6. Major observations related to the implementation of the PPP. Cn 7. Identify corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional eroslorCar�ll sedil,Remt control. measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found-abd complete alt actions within 3 calendar days of the inspection. s n VI. NON -STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of patio blocks, Class A stone, erosion stone or other appropriate materials. VII. POTENTIAL SOURCES OF OFF RIGHT -OF -WAV (ROW) POLLUTION Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be conveyed and controlled per this PPP. VIII. DEFINITIONS A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items and fieldbook entries made by the inspector. C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and item postings. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize contaminants from other types of waste or materials. E. Signature Authority - Representative from Designer, Contractor/Subcontractor, or RCE/Inspector authorized to sign various storm „wmNa 1740 Lhinger Lane SYCAMORE STREET IMPROVEPAENTS building strong communities. N" Lilny ,a, IA 52917 CITY LIMITS TO MSC L LI R E" main 919.825-9090 fax 319425-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING C°. SWPPP a EROSION CONTROL F.O1 NOTE: INSTALL 2DO LF FILTER SOCKS OW.) /. ) + 1. FILTER SOCK DITCH CHECK SPACING PROPOSED ROW (TYP., SHALL BE 100' UNLESS NOTED OTHERWISE INSTALL 20 LF FILTER SOCKS (TYP.) . CONSTRUCTION LIMITS EXISTING ROW (TYP.) - .A, 80+54 INSTALL 180 LF FILTER SOCKS (TYP.) 178+00 179+00 INSTALL 20 LF FILTER SOCKS (TYP.) J .. 3 f 10.00 _ INSTALL INLET PROTECTION d' FILTER SOCKS(TYP.) SYCAMORE ST. a a INSTALL 20 LF FILTER SOCKS (TYP-) CONSTRUCTION LIMITS (T)(P.) I INSTALL 380 LF FILTER SOCKS (TYP.) INSTALL 1.5 TON CLASS E RIP RAP (4'x 6'x 1') I GRADING UNIFTS (TYP.) \ EXISTING ROW (TYP.) GRADING UMITS(TYP.) — i'� CONSTRUCTION LIMITS(TYP.) INSTALL 170 LF FILTER SOCKS (TYP.) 0 25 50 100 NORTH GRAPHIC SCALE CONSTRUCTION LIMITS (TYP.) I�IIII II III p 25 50 100 i GRADING LIMITS (TYP.) a ' I PROPOSED ROW (TVP.) GRAPHIC SCALE NORTH I \ INSTALL 215 LF FILTER SOCKS (TYP.) EXISTING ROW (TYP.) j .+00)\0 +90 183+QQ PROPOSED ROW (TYP.) I � INSTALL 205 LF 184+pp FILTER SOCKS (TYP.) A `_ INSTALL INLET PROTECTION /dl0 LENMAN AVE. FILTER SOCKS (TYP.) 1 —�- '/' ' 1 INSTALL 130 LF FILTER�_ SOCKS (TYPJ � �—� 10.00 ,k GRADING UMTS (TYP.) CONSTRUCTION LIMITS (TYP.) \ �. INSTALL 35 LF FILTER \a=Yp SOCK(rnJ EXISTING ROW (TYP.) \ \ 18j+0p O e \` \ 188GRADING LIMITS (TYP.) INSTALL 1.5 TON CLASS E 1100 _ IIN�ALL40 LF )FILTER RIP RAP (4'x 6'x V) ���-\ CONSTRUCTION LIMITS (TYP.) 7�. I r. m Oa 0 x 1 7 8911 w 00 cn +++++++ SEEDING, FERTILIZING AND MULCHING FOR SODDING + + + HYDRAULIC SEEDING 1 90x00 eBAv rowxCm, IOWA awwws �^ s ADG III/ nao Linln9ar Lene SYCAMORE STREET IMPROVEMENTS r++eevn+^rr.s..aw.'+�u.er.s..ee.r..��rs. ww��....-r—a:...nm....a.w+.w.+.w. uc 3nl anon building strongeommuniti2:. "°rth Llber[Y. IA 51317 CIN LIMITS TO SWPPPB EROSION CONTROL u.... L F.02 _ fpELn _ OECEMBEu zona ISSr FIELDBOOK MSC 1 11 p L"' mein 319-616-8090 ` V R G fu 310-81&8095 SOUTH GILBERT STREET, PHASE �trp wA >.w......,..mew.m�m� ..,e ..qM..� a..�. 1 ENGINEERING C°. O � � e0 Zl 1 2 GRAPHIC SCALE ++' INSTALL 320 IF FILTER SOCKS (TYPJ PROPOSED ROW QYP.) i N r - j EXISTING ROW (TYP,) v + + { r •+ .. _ .. _ +++ – 878 STALL INLET J PROTECTION FILTER SOCKS (T ION CONSTRUCTION LIMITS (TVP.) EXISTING ROW (TYP.) TIM & DEBRA LEHMAN 4715 CANTERBURY CT IOWA CITY 52245 85+00 669 GRADING LIMITS (TYR.) INSTALL 15 IF FILTER SOCKS (TYP.) \691 — — K J I I INSTALL 180 IF FILTER j SOCKS I DONNA DASHNER 4288 SYCAMORE STREET SE j IOWA CITY 52240 ELEMENTARY SCHOOL (BY OTHERS) INSTALL INLET PROTECTION FILTER SOCKS (TYP.) I- - - - - 86+00 66' 87+00 / SYCAMORE ST. 88+00 �; � i ■ 1 1 � � II T w I jIII \\ I N I INSTALL 220 IF FILTER I I \ I\ INSTALL 429ZF FILTER j SOCKS (TYP.) Ix a \ _ II C:? SOCKq;;1'P.) GRADING LIMITS (TYI I = 111 w �J 8 P.) I ELLIS & CATHLEEN SHULTZ 1 f I. KATHLEEN L CH 149 BICKFORD DR 1 4302 MOI R E SEI WEST BRANCH 52358 L I I IOWA CITY C1 f f` J •.�7– y'9ry PROSPECT FARMS •' �eY ' L INSTALL 400 LF FILTER 5376 20th STREET SE CONSTRUCTION LIMITS(TYP.)tD TER PROPOSED ROW (TVP.) - SOCKS (TVP.) IOWA CITY 52240 ) m GRADING LIMITS(TYPJ (S 1 + ++++.+ a+ + + INSTALL I5 LF FILTER ++ r + SOCKS ITYP.)a ___ y +• + _ + a + + + + + $ 887 /X1' 66fiF.�x� SYCAMORE ST. INSTALL INLET PROTECTION FILTER SOCKS (TVP.) - - –�– -I 88+00 89+00 �686� 90+ 91+00 �e665� R I X X685. ' EXI51INO ROW (TYR) INSTALL INLET PROTECTION 883 INSTALL 15 IF FILTER _ FILTER SOCKS(TVP.) SOCKS(TYP.) 92+00 - - 93+00 9�+00 � 666 _ /. S84 INSTALL 190 LF ' // MAUREEN GATENS GRADING LIMITS(TYP.) FILTER SOCKS ITYP.) EXISTING ROW(TYP.) J 4715 CANTERBURY 4 ALL 390 IF INSTALL 420 IF - T IOWA CITY 52245 YY F1 ER SOCKS (TYR) I I FILTER SOCKS (TYP.) I CONSTRUCTION LIMRS (TYP.) J = I 9 2.r1 JrU 99 STEVE & NICOLE PAULEN --1- 4303 DANIEL PL SE J PAMELA REL PIL I 0 �O - KATHLEEN LYNCH IOWA CITY 52240 n 4302 DANIEL PL SE 4302 KATHLEEN MOIRA AVENUE SE I I = IOWA CITY 52240 AREA OF REVETMENT == MATTRESS ENERGY _ IOWA CITY 52240 j j o I DISSIPATION (SEE F.04) ' $� I GRAPHIC SCALE IOWA CM. IOWA eeww 1110Z North veere. ADO BAY /wl� 1740 Uninger Lane SYCAMORE STREET IMPROVEMENTS IAC 90131106 building strong CommIIR�.Ke,. Norm u6eHy, IA Baan OFCEMlBR 2014 MSC L U R E" men 319-526-9090 CITY LIMITS TO SWPPP 8 EROSION CONTROL F.03 JSS� FIELDBOOK tea 3166269095 SOUTH GILBERT STREET. PHASE ENGINEERING Co. N:\Pmlg&S\IAC-3613008-00\Deslan\Plans\3613008J.dwq Bruce VanSickle 1/2/2015 10:53 AM I INSTALL 3TONS INSTALL 20 LF FILTER SOCKS (TYP.) OF CLASS "E' RIP RAP GRADING LIMITS (TVP.) PROSPECT FARMS . EXISTING ROW (TYP) .+a - ' ` ` INSTALL 20 FILTER •) PROPOSED ROW (TYP.) 5376 420th STREET SE IOWA CITY 52240 GRADING LIMBS (TYP.)- + SOCKS (TYP.) VP.) + + INSTALL 600 LF FILTER GRADING LIMITS(TYP.) MAUREEN GATENS 4715 CANTERBURY CT j I _v — — � 2 � +� ♦688 + + IOWA CITY 52245 i 661 fi6l + 663 _ 889 ,. +� f ¢it y __ j BAY Ii Ony, IOWA 869 819 - 1740 Llnln9er Lane \�` �� ADG M 361 008^ .�2 67 674 BiS .. - building strong commun:tie-, North Liberty, IA 5239 \ _ 679— WPPP 8 EROSION CONTROL n DKEM9ER IOII /� p p� mmn 319.1526-9090 BOB INSTALL INLET 155 FIEIDBOOK 6r R G PROTECTION FILTER SOUTH GILSERT STREET, PHASE 1 - - - ENGINEERING CQ. SOCKS(TYP.) r ++ y 5T. 'e� m m C, -N S'^ b _ — — roo + + - +wry+ _ _ SYCAMORE _ 95+00 6� 96+00 97 0 _ _ _ + 8+00 99+00 0 0 ++�+.+ 01+00 102+00 + �e 67 .++++.+%- xx l ~ INSTALL INLET I INSTALL 15 LF.) FILTER I PROTECTION FILTER \` SOCKS N FILTER INSTALL 380 �LFp SOCKS (TYP.) I FILTER SOCKS (TYP.) j INSTALL 170 LF j FILTER SOCKS (TYP.) I CONSTRUCTION LIMITS (TYP.) _7 0 25 50 100 EXISTING ROW (TYP.) JOHN HAIGH —'-- O _�� MAUREEN GATENS I 4276 SYCAMORE ST SE I i✓ 1 �/ - PO 4715 CANTERBURY CT I IOWA CITY 52240 % . rte..— = IOWA CITY 52245 GRAPHIC SCALE j j GRADING LIMITS (TYP.) I INSTALL 20 LF FILTER INSTALL 6701E PROSPECT FARMS SOCKS (TYP'.)PROPOSED ROW(TYP.) FILTER SOCKS(TYP.) INSTALL I5 LF FILTER 5376 420th STREET SE SOCKS IOWA CITY 52240 EXISTING ROW (TYP.) I + ++ + + + + + +++ ++ ++ + + ++ i 879——_ — — --__ mt L_ 6T8 '��. _ + +'+++r I INSTALLINLET 87g PROTECTION FILTER 677 878 I _ _ _ SOCKS (TYP.)- - _ — 102+00 10 104+00 -105+00 - -- - - 106+00 107+00 679 I .678. + +_ lg_ 678 : _ 871 —818.— , �— —_�—�-- . � — JT . I I rw INSTALL IS LF FILTER GRADING LIMITS (TVP.) EXIS"INC ROW (TYP) MAUREEN GATENS 4715 CANTERBURY CT SOCKS (TYP.) IOWA CITY 522450 INSTALL 15 LF FILTER SOCKS (TYP.) INSTALL 600 LF FILTER GRADING LIMITS(TYP.) MAUREEN GATENS 4715 CANTERBURY CT j SOCKS (TYP.) IOWA CITY 52245 Cw3 INSTALL INLET PROTECTION CONSTRUCTION LJ9STS (IYP.) j BAY Ii Ony, IOWA 1740 Llnln9er Lane SYCAMORE STREET IMPROVEMENTS ADG M 361 008^ building strong commun:tie-, North Liberty, IA 5239 ClRS TO CITY LIMITSMC. WPPP 8 EROSION CONTROL n DKEM9ER IOII /� p p� mmn 319.1526-9090 155 FIEIDBOOK 6r R G te. 319-626-9098 SOUTH GILSERT STREET, PHASE 1 ENGINEERING CQ. rw GRADING LIMITS (TVP.) MAUREEN GATENS 4715 CANTERBURY CT IOWA CITY 522450 _l C-) Cw3 INSTALL INLET PROTECTION FILTER SOCKS (1YP.) I E d 25 50 100 GRAPHIC SCALE °...n w 0 25 50 100 jIIIQarjj� CONSTRUCTION LIMBS (TYP.) GRAPHIC SCALE NORTH ROCK CHECK DAM 1 AREA OF TEMPORARY {1 STA. 14+90.00 GRADING LIMITS (TYP.) ROLLED EROSION r� O I or CONTROL PRODUCTS - - �- ++ _ t STA: 11+57.10 PROPOSED ROW (TYP.) _ OS: •18.57 L _ _ �_________� 665 - - � +� + STA: 11+86.88 -- _ _ + \ OS: •16.57 L -� - - ...._ - \ -ate _ 881 660 _ — _ _ _ — — — 6 9'�_ 1 +. + , j *fib] �. +\ - 680 _ fi59 658 + + T + - - . .. 858. + - _- - _ -658 _ •--�- ' - _ - _ -. �— _� - . - � -. - - - 65] + + - ` 659 659 850 658 T660 659 662 . - _____________________683 .. .861•_ O } 1 L—f �Qf1 1 STA: 11+86.88 I I ) _I j OS: 16.78 R I I I AREA OF REVETM -NT j AREA OF TEMPORARY I I I ROLLED EROSION MATTRESS ENER Y AREA OF REVETMENT MATTRESS CONTROL PRODUCTS _ DISSIPATION I I i SLOPE PROTECTION STA: 11+57.10 III I OS: 16.79 R F+ EXISTING PARCEL I I I BOUNDARY AREA OF TEMPORARY \ ROLLED EROSION Iv CONTROL PRODUCTS ._ . .. . , i d' CONSTRUCTION LIMITS (TYP.) j l' + .+ + STA: 19+18.66 I n •-' ` _ OS -20.20 L / GRADING LIMITS (TYP.) PROPOSED ROW (TYP.) j 1 + a-�z-,-� __ p o �� i + * �. + �. 657 - _ _-UD _ , . _" _ - �— _ - .z In + + - .65T , . + 1_S - pj N / + + - 858 _ __1___ 1 '+ }} _ _ _ 6fi0' _ _ ----- u J++ _ — 661__ —" ROCK CHECK DAM2 + + i- STA: 19+18.68 STA. 21+91.00 S -+j OS: 12.20 R / ,. +. P 1 O I — _._�.. ... �.-... _..._�_.. —.. _...,------T_ END OF CHANNEL- ��" STA: 18+00.79 + ;� +I i' STA. H EXISTING + OS: -20.20 L + i AREA E REVETMENT MATCH EXISTING I* + « + .I + MATTRESS SLOPE EXISTING PARCEL BOUNDARY i � i GROUND *}+* ++.$ I + j PROTECTION / I + + ++ ++I + +ral i STA: 18+00.79 / Q 25 50 100 It ++ ++ + ++ « I I OS: 12.20 R uc '++ + I + I AREA OF TEMPORARY i 0 '+ ++ + +. « F I ROLLED EROSION / Z e I GRAPHIC SCALE l + . '+ + + I I CONTROL PRODUCTS -\ / I IOWA C11T, 10WI. Mx _�///�, �' •.. u.. w..um..r. n.,. •. .•. BAV Inc anlaaoe O�%^ f/60 LN^Mr Lw 6YCAMORE STREET IMPROVEMEMS ."`ori,.•': v:..q-"'"n°•:w - ,u®,.u.a..,...n.e.,' building strongmmmunifiez. MerNLl9wty.1A62611 CDYLIMITSTO SWPPP&EROSION CONTROL DKEMBER 2014 MCCL RE" INYI 616-626-Y09U cwMew N� m.,,.n wF bm. un�rewv. x.,mafm.. unm. 155ry NELDBOOK IRR SOUR-1 GILBERT STREET, P11ASEI saor......ewu...m.+�m...n.e.,..,m... n.,,.w... rn�nc.m.. ENGINEERING Ca. N:\PrakctBVAO_3613008-00\Deaton\Plans\3613008—F.dwq Bruce VanSickle 1/2/2015 10:54 AM I � i i i i i i i i i CONSTRUCTION LIMITS (TYP.) ! I I / i i I I I I I /I INSTALL INLET PROTECTION FILTER SOCK (TYP.) i EXISTING TOE OF SLOPE 1 I PROPOSED 10' WIDE ------- —-------------'—Q 7" PCC SPILLWAY PROPOSED OUTFALL CHANNEL —\ i EXISTING TOE OF SLOPE INSTALL 10.8 TONS \ OF CLASS"E" RIP RAP EXISTING 12" PLASTIC PIPE (UAC) INSTALL 145 LF FILTER SOCK (TYP.) AREA OF REVETMENT MATTRESS + SLOPE PROTECTION END OF CHANNEL STA. 23+81.32 1 MATCH EXISTING ` GROUND CONSTRUCTION LIMITS (TYP.) 0000/ 0-00 I � EXISTING TOE OF SLOPE \ \ CONSTRUCTION LIMITS (TYP.) O= 0 10 20 40 Z GRAPHIC SCALE IOWA CRY, IOWA rADG o ` C:D u7 BAV H I"� 1740 LlNnser Lene SYCAMORE STREET UIPROVEMENTS IAC U1]008 building strong communifies Nor1p L1G 111, lA 52]17 main JIB 628 -vaso CI Y LIMI S TO SWPPP b EROSION CONTROL F. 06 DKEMlE0.3010 JSiw FIFLOBOOK ICI rn C M C L U R E" 1e"Jfl 020 -eons SOUTH GI STREET, PHASEI o <� m o ENGINEERING Co. N .. W\Propos\IAC-3B13OOB-00\Osslgn\Plans\3513008-'.dwg Bruce VonSickle 1/2/2015 10:54 AM \ \ CONSTRUCTION LIMITS (TYP.) O= 0 10 20 40 Z GRAPHIC SCALE IOWA CRY, IOWA rADG BAV H I"� 1740 LlNnser Lene SYCAMORE STREET UIPROVEMENTS IAC U1]008 building strong communifies Nor1p L1G 111, lA 52]17 main JIB 628 -vaso CI Y LIMI S TO SWPPP b EROSION CONTROL F. 06 DKEMlE0.3010 JSiw FIFLOBOOK C M C L U R E" 1e"Jfl 020 -eons SOUTH GI STREET, PHASEI s=w, oma+»»��xam.nmm mm„ ,...c..�m m,� ENGINEERING Co. W\Propos\IAC-3B13OOB-00\Osslgn\Plans\3513008-'.dwg Bruce VonSickle 1/2/2015 10:54 AM Q BENCHMARK INFORMATION NO. ELEVATION DESCRIPTION BM /205 673.39' (NAND 86) DAMN N/NE BOLT ON FIRE HYDRANT LOCATED AT BEND IN SYCAMORE ST <n .I I I m I w : I —M 0 I To 00 Nos+oo c'; y5�o 100+00 roe yl I l I 82+73 1 85+00 90+00 — — S AM —_ 20 ..—..—..—..—..—..—.. _..—..—.._ — i i ii ii i i j II I I = -.._ . Z I n. w_ J I �..—..� LU .._..� $ I I I l o l 1 0 100 200 400 I I 15 } 00 ! GRAPHIC SCALE I I NOTE: 1. THE SURVEYOR MUST BE NOTIFIED PRIOR TO BEGINNING DEMOLRION/CONSTRUCTION SO THAT APPROPRIATE MEASURES CAN BE TAKEN TO PERPETUATE THE SECTION CORNER OF RECORD. 2. ALL NORTHING AND EASING COORDINATES ARE IOWA STATE PLANE SOUTH. R Aare, IowA ADG BAV NC 3613006 DKEWR2014 AS NEWBOOK 040 Lbin9er Lane SYCAMORE STREET IMPROVEMENTS buildingstrop <ommun t NOrth L®er1Y. IA s. M°C L U R E" 9 main 319-625-9090 CITY UMITS TO SURVEY INFORMATION la. 319-625-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING Co. G.01 HORIZONTAL & VERTICAL CONTROL STATION NO. NORTHING EASTNO IM. DESORPTION 99+7827: 1252' L W P 598415.90 1 2183906.38 1 680.518 1 1/2- REBAR 106+0207: 33.10' L CP /2 599239.30 2183885.31 676.029 PK NAIL 106120.39: 21.39' P CP /3 59925&02 2183839.67 675.558 CUT K rn+ 4C : 27.1' R CP /4 597573.652 2183957.731 664.460 PK NAL 84+910: MOW R CP /5 596931.349 2183970.640 670.334 PK NAL Q BENCHMARK INFORMATION NO. ELEVATION DESCRIPTION BM /205 673.39' (NAND 86) DAMN N/NE BOLT ON FIRE HYDRANT LOCATED AT BEND IN SYCAMORE ST <n .I I I m I w : I —M 0 I To 00 Nos+oo c'; y5�o 100+00 roe yl I l I 82+73 1 85+00 90+00 — — S AM —_ 20 ..—..—..—..—..—..—.. _..—..—.._ — i i ii ii i i j II I I = -.._ . Z I n. w_ J I �..—..� LU .._..� $ I I I l o l 1 0 100 200 400 I I 15 } 00 ! GRAPHIC SCALE I I NOTE: 1. THE SURVEYOR MUST BE NOTIFIED PRIOR TO BEGINNING DEMOLRION/CONSTRUCTION SO THAT APPROPRIATE MEASURES CAN BE TAKEN TO PERPETUATE THE SECTION CORNER OF RECORD. 2. ALL NORTHING AND EASING COORDINATES ARE IOWA STATE PLANE SOUTH. R Aare, IowA ADG BAV NC 3613006 DKEWR2014 AS NEWBOOK 040 Lbin9er Lane SYCAMORE STREET IMPROVEMENTS buildingstrop <ommun t NOrth L®er1Y. IA s. M°C L U R E" 9 main 319-625-9090 CITY UMITS TO SURVEY INFORMATION la. 319-625-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING Co. G.01 CONTROL POINT #1 Y" REBAR SYCAMORE ST. /- MAILBOX _ m a I FIRE HYDRANT $ SIGN POST CONTROL POINT #4 PK NAIL CONTROL POINT #2 (PK NAIL) AND CONTROL POINT #3 (CUT "X" IN CONCRETE) I —..!2 SYCAMORE ST. I FIRE HYDRANT SIGNPOST i 1 1 14 CONTROL POINT #5 PK NAIL I I -..-.. __ - -. MAILBOX SIGN POST -T SIGN POST .4. SYCAMORE ST. MAILBOX i �II PRIVAT DRIVE _ T FIELD IENTRANN 4 BENCHMARK#205 N/NE BOLT ON RED FIRE HYDRANT N I W O 0 — SIGN POST SYCAMORE ST. I LU � I' a 0 - 0 20 40 80 SYCAMORE ST. GRAPHIC SCALE Axvz w 0 � LU EL i I it Z i ! a I I C0 r:" IOWP CII YIOWAs aDG III0-!�`r�"per �ry srieeTw BAV �1th LYtE One SYCAMORE STREET IMPROVEMENTS M C L LI R E" otl "M _m..,._.., G.02 Ac yer Tone x«en Lemq, a Baan _ building 51!009 communifie:. CITY LIMITS TO SURVEY INFORMATION oEclmyfR ]Ott C m.. atY-aaa-YBYG .d.mmx �+"" us�a w+�w.. w�„�....w.w+. J55• FIELDBOOK y��9ID-0260005 SOUTH GIIBERT STREET, PHASE L— N N � + 0 CURVE DATA AND POINT OF INTERSECTION (PI)DATA 0 250 500 1000 ` SAO Alignment P1 #6 PI Station Station Begin Curve Coordinates V(Northing) X Eastin RP Y Northin X Easti 107+50.30 D T L 70x0 Iwo 0 GRAPHIC SCALE (more N -S 1 Y� 0 1 PI #5 105+07.69 I}I 596711 751 2183936.6 596789.365 x� 09° 49'01.8984" PI #13 42.941 85.671 1$+� 20+00 25+00 30+00 + 35+00 40+00 45+00 50+00 52+68.86 Intone NS 2 _h MCCOLLISTER BLVD. I 1 i 1 j i +f -1. - S d Sx0 I- -T P1#12 NORTH 14+38.86 PI #4 +90.05 60-00 MCCOLLISTER RAB T SYCAMORE o MORE ST. y o 7 6S*00 � PI #18 70+00 rn o S ++ 18+40.59 _ y g 7- 20 00 -P1 #14' -TI 68'+9f -t4=" o y OUTFALL CHANNEL PI #3 r l 88+95.24 1 T 25 { 00 ,.n .. PI #2 25 +T 75 o 84+19.95 W Y 111 PI #1 aD 83+16.39 n 151+85 155+00 160+OD 165+00 170+00 175+00 + 785+0p Pi #11 SYCAMORE ST. 187+04.42 BP = 151+84.B5N---f - i�- I- '�'�- + ++ - PI #9 PI #10 • N 7�x 00 PI #7 PI #8 179+16.90 182+17.20 �A(, 156+00.41 168+56.27 EP = 180+54.49 LEHMAN RAB 191+25 598968.5281 218391 IOWw CRT, IOWw M'C L U R E" building strong communities. B '�'m 3'B 616 BOR9 n SSOUTXGGI T STREET, FNMEMS SURVEY INFORMATION`tl ADG BAV 1 _ NC Jd1J6DB oecu 613 xol° C ,� 07.03 155n FIELDBOOR ENGINEERING CO CURVE DATA AND POINT OF INTERSECTION (PI)DATA Alignment Curve Number PI Station Station Begin Curve Coordinates V(Northing) X Eastin RP Y Northin X Easti D D T L E R Station (more N -S 1 83+16.391 62+73.450 596711 751 2183936.6 596789.365 2183442.661 09° 49'01.8984" 11° 27'32.976" 42.941 85.671 1.841 500 83+59.11 Intone NS 2 84+19.95 NA NA NA NA NA NA NA NA NA NA NA NA (more NS 3 88+95.24 NA NA NA NA NA NA NA NA NA NA NA NA Imore NS 4 99+90.05 NA NA NA NA NA NA NA NA NA NA NA NA Imore NS 5 105+07.688 104+84.590 598922.347 2183911.493 598936.988 2184911.386 02° 38'46.7155" 5° 43' 46.488" 23.098 46.187 0.267 1000 105+30.7 Imore NS 6 107+50.305 107+30.774 599168.427 2183918.191 1599199.968 2182918.638 102c 14,15.5188m 5° 43'45.456" 19.531 19.531 0.191 1000 107+69.11 Imore E -W 7 156+00.41 NA NA NA NA NA NA NA NA NA NA NA NA Imore E -W 8 168+5627 NA NA NA NA NA NA NA NA NA NA NA NA Imore E -W 9 179+16.904 178+47.9621 596597.038 2183635.125 597496.717 2183611.073 08° 45' 39.0660" 6° 21'58.320" 68.942 137.615 2.637 900 179+85.5 nan E -W 10 182+17.203 181+79.140 596819.037 2183967.751 596855.05 2184050.201 17° 1849.2031' 22° 55 5.952" 38.063 75.545 2.881 250 182+54.6 nan E -W 11 187+04.419 162+54.685 596605.194 2184041.725 595206.00 2183994258 35.37' 04.9210" 4° 6 33.205' 449.734 870.313 70.463 1400 191+24.9 ollister Blvd 12 14+38.857 9+24.310 598784.355 2181682.058 599973.294 2182596.62 37° 52'01.7855" 3° 45 10.992" 514.547 991.36 85.799 1500 19+15.61 ollister Blvd 13 52+68.862 49+99.070 598489.394 2185687.8 597489.407 2185693.015 30° 11' 49.0212" 5° 43' 46.488" 269.792 527.036 35.755 1000 55+26.1( ollister Blvd 14 68+97.142 64+26.558 597907.481 2186972.088 598774.393 2187470.548 50° 24'06.6943" 5° 43' 46.488' 470.584 879.678 105.192 1000 73+06.2: ollister Blvd 15 76+91.945 74+06.235 597872.77 2187914.479 596920.105 2188218.501 31° 53' 25.1030" 5° 43' 46.488" 285.71 556.591 40.014 1000 79+62.8: ollister Blvd 16 88+09.029 84+72.554 597764.626 2188957.83 598734.11 2189202.984 37° 1t' 36.8389' 5° 43' 46.488" 336.475 649.15 55.09 1000 91+21.7( ollister Blvd 17 104+43.061 99+10.064 598121.693 2190319.432 599502.423 2189733.273 39° 07' 24.4853 3° 49 10.992' 532.997 1024.25 91.881 1500 109+34.3 all Channel 18 18+40.586 18+03.157 597793.674 2184646.054 597756.622 2184647.095 90° 33' 25.9875-1154- 34' 24.996' 1 37.429 1 58.585 i 15.61 37.067 18+61.71 nan RAR I NA I NA 10+00.000 596696.684 1 2183853.044 1 596649.445 1 2183904.701 360° 00'00.000"l 81* 51'04.1142"1 NA 1439.8231 NA 70 14+39.8: 598968.5281 218391 IOWw CRT, IOWw M'C L U R E" building strong communities. B '�'m 3'B 616 BOR9 n SSOUTXGGI T STREET, FNMEMS SURVEY INFORMATION`tl ADG BAV 1 _ NC Jd1J6DB oecu 613 xol° C ,� 07.03 155n FIELDBOOR ENGINEERING CO STA: 84+17.62 OS: -75.00 L - - - - _ STA: 84+17.93/ OS: -50.00 LT PROSPECTFARMS STA: 83+48.76 OS: •49.97 L �. 25.00' STA: 83+46.24 OS:L� ' c 82+99.779.77 \\\il IS: -64.46 L PROPOSED ROW / TEMPORARY CONSTRUCTION /• EASEMENT STA: 180+27.41 / OS: 51.87 L /• STA: 179+88.49 OS: -65.75 L / • / STA: 179+45.15 25.00' OS: -71.02 L STA: 179+42.36 OS: 46.16 L � __ __ -------_- STA: 179+83.22_ OS: 41.25L + -_ YCIR(::� 179+00 STA: 84+19.54 OS: 70.00 R STA: 84+19.50 OS: 65.00 R STA: 84+19.37 iOS: 50.00 R �- 15.00' TEMPORARY CONSTRUCTION EASEMENT STA 181+89.11 -107.75 L STA: 181+87.76 /OS: OS: -61.86 L :182+15.90 137.24 L LEHMAN, TIMOTHY J 4294 SYCAMORE ST SE STA: 184+66.99 OS: 49.71 L 1 PROPOSED ROW 10, \ STA: 182+78.35 0 - • • -. � •.205:49.95 L EXISTING ROW ; J" i r R1448.00' ;1':'r e{ lj c-7 L18 HMAN AVE.3+00 184+00 L----------------------------- _STA: 181+87.85 185+ ---------------- OS: 44.43 R XI _ _ _ _ _ _ _ __.�._..._. _._ STA: 181+92.09 _ STA: 181+80,99 OS: 60.50 R OS: 68.68 R L 20.00' L 20.00' I / STA: 177+50.04 16.00' STA: 182+07.44 STA: 184+09.11 \ OS: 32.66 R EXISTING ROW TEMPORARY CONSTRUCTION EASEMENT r- OS: 137.96 R /. OS: 49.73 R STA: 177+50.08 I , • TEMPORARY STA: 183+60.39 OS: 52.66 R CONSTRUCTION OS: 49.50 R EASEMENT STA: 178+63.16 17.00' OS: 32.59 R PLEASANT VALLEY L P PLEASANT VALLEY L P PLEASANT VALLEY L P STA: 181+98.50 STA: 182+08.81 OS: 149.92 R OS: 144.93 R STA: 178+62.46 � � 0 25 50 100 OS: 52.58 R i GRAPHIC SCALE NORTH k"'^ v building strong communities. N rthn X310 y, IA CRY UMRS To RIGHT-OF-WAY FUN �T 9 ' "" "°"""""'°"r "'' ""^ IOWA C.ItT. pWA rvvrvnn kilo .% TM 09C mvmry rc..ar pn°rvxrvr°. W*...-,nr a..r OFCFMBER 201 ADG BAV �'! SYUMORE STREET IMPROVEME 5 MC ]613W! e.�..e.-�"�.aneu.wn..ry.. AS IELDBOu M CLURE fax 310-625goesSOUTH GILBERT STREET, PHASEI ° ^ .,...,,.m""°°"°•m c,�v"�..^""�.'°r,vM„q 155 FIELDBOOK^^^ ^^ ^° �•^' ""'^ «om ENGINEERING G°. I I I I I I I I I I I I 1 I •\ 1 I I I I I 1 1 •\ I I I I •\ 1 1 ,I ,I I 1 I 1 I 1 1 1 I / / / / / / / / / I 1 I \ STA: 84+34,55 OS: 65.00 R OS: 65.03 R 20.00' 1�- 1 STA: 87+19.51 10.00' ja STA: 85+39.60 I II \ OS: 70.02 R 1 15'X 15' I I STA: 86+40.13 \ DASHNER, DONNA R. OS: 125.03 R I 4288 SYCAMORE ST. SE 1 SHULTZ, ELLIS R. � \. TEMPORARY I I k CONSTRUCTION STA: 86+59.55 1 6 n' i 1� IOWA Coy, IOWA AOG BAV IA03613M oEIMM 2014 JSS" FIEWBOOK \ \ PROSPECTFARMS \ STA: 84+17.62 \ • \ OS: -75.00 L ••\ '\ R60.00' I \ STA: 84+17.93 OS: -50.00 L� ! CONSTRUCTION EASEMENT ROW :XISTING ROW 34.00' ll/ SYCAMORE ST. 100' ROW (PROPOSED) �+ 83+00 - - 84+00 85+00 86+00 40.00' / y /• 1 IEXISTING ROW PROPOSED ROW iR1448.00' I --_----- -. 15.00' \\\ _.�_._. _._._._. EXISTING ROW TEMPORARY CONSTRUCTI EASEMENT LEHMAN, TIMOTHY J 4294 SYCAMORE ST SE McCLURE" ENGINEERING CO OS: 50.03 R -- ----------------- 20.00' STA: 85+39.413 15.00' OS: 50.02R -•-.�. STA: 85+39.55 I OS: 65.02 R STA: 86+34,26 STA: 84+34•g1 OS: 60.03 R OS: 50.00 R STA: 86+39.55 IOWA CITY COMMUNITY SCHOOL DISTRICT 10' X 10' PERMANENT _ DRAINAGE 87+00 EASEMENT NSTfj/: 86+44.2 - 50.03 RI ON I STA: 84+34,55 OS: 65.00 R OS: 65.03 R 20.00' 1�- 1 STA: 87+19.51 10.00' ja STA: 85+39.60 I OS: 60.04 R OS: 70.02 R 1 15'X 15' I STA: 86+40.13 PERMANENT DRAINAGE DASHNER, DONNA R. OS: 125.03 R EASEMENT - 4288 SYCAMORE ST. SE 1 SHULTZ, ELLIS R. � Q TEMPORARY 4303 SYCAMORE ST. SE k CONSTRUCTION STA: 86+59.55 1 6 EASEMENT OS: 65.18 R j STA: 86+60.12 _..-..-..-..-..-..-.._...-..- i I I I I I I .. _ „ _ OS: 124.84 R ._..-__..J I I I 1 I I 1 I I I I 1740 LMIn9er Lane SYCAMORE STREET IMPROVEMENTS buildingshoo communities. Norm uberly, IA 52317 9 main 319-628.9090 CITY LIMITS TO 1e. 319.626.9095 SOUTH GILBERT STREET, PHASE I STA: 87+09.55 OS: 64.89 R STA: 87+24.26 88+00 OS: 50.04 R OS: 50.06 R 60.03 R r. 1 STA: 87+19.51 10.00' ja I OS: 60.04 R ' STA: 88+45.51 ��-- 10.00' OS: 60.06 R I I TEMPORARY CONSTRUCTION EASEMENT I j LYNCH, KATHLEEN A. Q 4302 MOIRA AVE. SE k STA: 87+20.13 6 OS: 125.14 R STA: 87+10.13 OS: 125.23 R R I o I -I Cr t51 i I 0 25 50 100 z O x GRAPHIC SCALE RIGHT-OF-WAY PLAN H.02 IOWA CITY COMMUNITY SCHOOL DISTRICT 25.00' 34.00' 25'X 25' PERMANENT DRAINAGE Z EASEMENT d -� PROSPECT FARMS J Il STA: 95+37.51 W OS: -74.86 L Z TEMPORARY S A: 90+64,95 I Q CONSTRUCTION STA: 95+37.50 OS: $9.91 L W EASEMENT OS: -49.86 L II � I STA: 90+6 .00 PROPOSED ROW STA: 94+92-54 STA: 95+62.51 OS: - .91 L I OS: -89.87 L� • OS: -74.86 L _-_._._._._._ I STA: 95+62.50 STA: 90+65.06 40.00' STA: 94+93.10 I OS: -49.86 L OS: -49.91 L , '� OS: X9.87 L STA: 90+70.55 OS: 65.24 R 89+00 90+00 /-OS 88+95.41 STA: 90+55.26 OS: 50.07 R OS: 50.09 R� -------. ---( -------------------- ------------ 10.00' - ._._ -- _-_-_- STA: 90+60.50 OS: 60.09 R _ I I EXISTING ROW TEMPORARY CONSTRUCTION EASEMENT STA: 90+60.74 OS: 65.09 R I MAKADA I DEVELOPMENTS PAULSEN, STEVEN M. ASSOCIATION 4303 DANIEL PL. SE 1 STA: 75Y �..-..-..-..-..-..-.. I I I I I I I I I I OS: 85.09 R 85.098 WWA M, IOWA ADG RAV u S613cem nIR M!®12014 155 FIELDBOOK 34.00' SYCAMORE ST. 100' ROW (PROPOSED) EXISTING ROWS _ i_ i - 1 - - i - -1 - -I - 1- - - - - 1 - 91+00 92+00 93+00 T 94+00 95+00 96+00 10.00' --- ---- ------ -- -- ---- ----- - -- - -- I j - -------------------------- -' ...... • .... STA: 93+65.41-- _ _ _ _ 15.00' - - OS: 50.12 R STA: 92+95.41 EXISTING ROW I STA: 91+35.26 STA: 94+84.26 OS: 50.09 R TEOS: 50.11 R I OS: 50.13 R I STA: 94+94.40 0.00 T I STA: 91+21.41 STA: 94+35.56 OS: 65.13 R MPORARY ION] OS: 60.09 R CONSTSEMTENT �- 70.00' OS: 65.13 R j TEMPORARY I STA: 92+95.51 - OS: 60.11 R I-_ 14(1.00 CONSTRUCTION ROGERS, PAMELA J. I -----� EASEMENT I 4302 DANIEL PL. SE STA: 91+20.55 OS: 64.94 R j j I GATENS, EE6� .�.-,. -�f-• F.._..-..- - _ - -- - j PROPOSED ROW GATENS,MAUREEN I ! W I j tT I I I 0 25 50 100 I I z I A - GRAPHIC SCALE 1 j op-wie\ 1740 Llnlneer Len. SYCAMORE STREET IMPROVEMENTS building Strong Communities. North Liberty, IA 52317 CRY UMRS TO RIGHT-OF-WAY PIAN MSC L U R Es mein 319-626.9090 b. 319 626-9095 SOUTH GILBERT STREET, PHASEI ENGINEERING Cie. H.03 TEMPORARY STA: 99+92.61 CONSTRUCTION OS: -91.97 L EASEMENT STA: 99+60.77 OS: -89.81 L •-•-•-• i •-"-•-•• / 15.00' ...... _._._. _ . _ . _ .�_ . _ . - . _ . ----------------- 40.00' STA: 99+24.92 / OS: -49.82 L STA: 100+98.18 OS: -105.98 L STA: 100+93.82 08: -91.02 L PROPOSED ROW STA: 101+48.09 OS: -74.79 L \ r EXISTING ROW STA: 101+59.79 rOS: -49.78 L - - STA: 102+40.01 OS: -69.77 L 20'x 20' EASEMENT TEMPORARY CONSTRUCTION EASEMENT STA: 102+60.01 J • Iy • - . m K W PROSPECTFARMS H W � f - J J �- O r STA: 99+88.38 U OS: -107.01 L-\ TEMPORARY STA: 99+92.61 CONSTRUCTION OS: -91.97 L EASEMENT STA: 99+60.77 OS: -89.81 L •-•-•-• i •-"-•-•• / 15.00' ...... _._._. _ . _ . _ .�_ . _ . - . _ . ----------------- 40.00' STA: 99+24.92 / OS: -49.82 L STA: 100+98.18 OS: -105.98 L STA: 100+93.82 08: -91.02 L PROPOSED ROW STA: 101+48.09 OS: -74.79 L \ r EXISTING ROW STA: 101+59.79 rOS: -49.78 L - - STA: 102+40.01 OS: -69.77 L 20'x 20' EASEMENT TEMPORARY CONSTRUCTION EASEMENT STA: 102+60.01 . -69,77 L . ..- • Iy • - . STA: 102+60.01 /-OS: -49.77 L 25.00' 34.00' STA: 102+40,01_/ OS: -09.77 L 100' ROW (PROPOSED) 97+00 98 00 SYCAMORE ST. 99+00 1 0 00 STA: 99+67.65 1 1+00 102+00 1 103+00 104 OS: 50.19 R STA: 98+29.93 OS: 50.17 R STA: 2.91 R93 Ij OS: 72.91 R 9+49.93 ---------------- ------------------ ----- -------- ----- STA: OS960. 8 R - - ----------- - --------------------�------------- ------------------ 15.00'10.00' _ 25.00' 25.00' _ _ _ _ _ _ STA: 98+29.93 STA: 101+22.21 OS: 60.17 R TEMPORARY OS: 50.21 R EXISTING ROW CONSTRUCTION 80.00' 40.00, EASEMENT STA: 98+29.93 I STA: 101+31.17 OS: 65.17 R I OS: 75.21 R TEMPORARY L CONSTRUCTION • .. _ .. _ .. _ . L . _ .. STA: 101+16.54 EASEMENT OS: 87.25 R 25.00' t-? m STA: 100+91.65' GATENS, MAUREEN T} OS: 75.36 R STA: 99+gg.g2 GATENS, MAUREEN -«% C71 a OS: 140.18R STA: 101+15.97 ;'CM OS: 147.36 R O _'� =b c a STA: 99+89.92 m STA: 100+91.21 - OS: 121.17 RW M OS: 122.13 R STA: 99+89.92 OS: 140.19 R y TEMPORARY -0 25 50 100 CONSTRUCTION Z HAIGH, BARTON JOHN J a EASEMENT ---- 4236 SYCAMORE ST. SE O- V = STA: 99+8992 GRAPHIC SCALE OS: 146.17 R lows cnr, wwn "�°" b0z n r"°. �%9 ro..ew•+•c��wv.e.e•w.aa m+"".n.b ww-m...mn ADG BAV Obi 17401InY,par Lbne SYCAMORE STREET IMPROVEMENTS ro.,,o,,,m..,,.y,„.y,n,..,,l.,o.,,...„o„u..,,, ..,..o.m, uc 3b1309B building strong communities. NorM Obbny, IA 52317 CRY LIMPS TO RIGHT-OF-WAY PLAN '" n.o H,04 a[mnn mnmxo. MCFMBER2014 MSC L U R E` mAn 319-525-9090 v..e•.d...,a...be.®.....®BC d55 FIELDBOOK lbs 319425-9095 SOMH GILBERE STREET, PHARE I ENGINEEtING C^. N:\Project.\IAC-3613008-00\D9bign\Plans\3613008_/1. dwq Bruce VanSlckle 12/31/2014 12:58 AM PROSPECTFARMS STA: 106+07.36 . . OS: -79.40 L TEMPORARY ` CONSTRUCTION EASEMENT I 1 J 1 1 1 I I / / � I 1 I I PROPOSED ROW STA: 108+18.00 CHAVEZ, ANTHONY JOHN I OS: -68.46 L 1655 LANGENBERG AVE. 1 25.00' EXISTING ROW STA: 106+06.91 • — • — • — • _ • — - - �OS: -54.35 L 1 _..... _.. .. .._.. _.. I — •• — •• — •• — • STA: 108+18.74 I .. .. OS: -34.41 L 134.001 I r------------------------------------------ -------------------------- ---~�� 100' ROW (PROPOSED) 41+00 105+00 — �— 106+00 _ I — I— _i EXISTING ROW SYCAMORE ST. 107+00 108+74 STA: 107+69.99 OS: 38.97 R ----------- --------------------------------------------------------------- ----- — ------ --------------------- -------------------------------- 25.00' STA: 107+70.33 OS: 6397R N - r---- EXISTING ROW EXISTING ROW N TEMPO Q U .`g— t^i RY CONSTTRRUUCCTION I t C7 1 EASEMENT I � Q% GATENS, MAUREEN; 113 CITY OFm -3 y IOWA CITY LANGENBERG, WILLIAM L. & RUTH M. 3010 SYCAMORE ST. s C13 I o, i O 0 25 50 100 x GRAPHIC SCALE 1JW1091 C319-133CHY LIMITS TO IOWA CRY, oWA ils0 MLa AG BAV .A 5ns3SYGMORE STREET IMPROVMEMS bUIIdIDg strong CODpUOl112.. 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I JENN, RONALD I KAEFRING, PAUL I ISSEN, VICKI L. I DUSTERHOFT, JULIUS j4302 DANIEL PL. SE i 4306 DANIEL PL. SE i 4312 DANIEL PL. SE I 4316 DANIEL PL. SE i 4320 DANIEL PL. SE / EOSflNGI�W - - t f-- 10.00 ' rfl 1_5 °_70.00, I t MOORE, RANDY J. 3 DANIEL PL. SE 4322 DANIEL PL. SE 1 F i o --------------------------------- 0. o ' J ` / N IOWA CRY, IOWA w➢n anteater �^ —.11 s'�'�. ADG BAV 0Na\ 1740 Llninger Len. SYCAMORE STREET IMPROVEMFMS w^,^•�:•a.��wrww�.rra..n..m:ry de om:nrm ammm..,.a.......,..en....n......„ n—, m.o:w NC M19COe building strong communities. Nm Liberty. IA 52017 CITYLMRSTO RIGHT-OF-WAY PUN I••'.06 Olmnn ryOuworu DECEMBER2014 C M 6 M CLURE` max m in FIELDBOOK 19.62-9095 /ea Bta�626-9085 500FHGILBERT ST0.EET, PHASEI ENGINEERING CO N: Propcta\IAC�813008-00\Design\Plans\3613008J1.Ewa Bruce VanSickle 12/31/2014 12 58 AM GATENS, MAUREEN TEMPORARY CONSTRUCTION EASEMENT EXISTING ROW � I STA: 23+60.91 OS: -72.58 L 50.00' PROPOSED ROW STA: 23+60.86 CITY OF IOWA CITY 1 OS: -22.58 L PROPOSED ROW STA: 18+32.01 4 - OS: -51.89 L 3�1 fffJJJ / 19+00 20+00 21+00 70.00 22+00 23+00 24+00 25+00 EXISTING ROW STA: 6+04.20 47.77 � � OS: 47.97 R� • o • I - STA: 17+94.66 STA: 21+88.20 j I OS: 43.45 R \ / OS: 46.75 R STA: 23+60.79 1 \ / STA: 22+68.20 OS: 47.42 R I I STA: 19+48.21 I OS: 47.06 R I 1 OS: 45.81 R -\ /� STA: 23+18.20 STA: 24+54.20 OS: 47.25 R OS: 47.78 R I I I I \ MOORE, RANDY J. / 4322 DANIEL PL. SE EXISTING ROW \ / MAKADA I O I \ / DEVELOPMENT I KLEIN, TONY P. i o ASSOCIATION 4322 MOIRA AVE. SECD to It DUSTERHOFT, JULIUS \ / ADAM, JOSHUA J. 4320 DANIEL PL. SE 4319 DANIEL PL. SE C'1 "�• I I F`� 170.00' is! ! I ii ♦ I.. L / � I . _.._..-.._.. _..-..-.._..-.._ -,. 9+o STA: 16+04.66 �I ~ 0 25 50 100 OS: 42.71 R t = z GRAPHIC SCALE IO WA CT', IOWA ""ad6 ���, ra... rv•=�rv,^^rvn-..�.. o..ow�i.w rm'...a.wa.. mm. u...nuo. m..mn. 1"eet xa. ADG BAV M 3613M^ 1740 unlnvar Lane SYCAMORE STREET IMPROVEMENTS a.,ro, o,„»�.,n,.R,.g..e,,.,n �w.�raw building Strong cOmmontl; No'N Llbmry, IA 52317 CITYlIMRS TO RIGHT-OF-WAY PLAN " •-�' '""' '�'"..�....,..,. o.'s ...v.an.....m o. a.w H•07 nKGNR x011 (, main 319-838-9090 wnp.,arm•�hm•rt.. m,...�.n„. -,... ,aow. 355N FIEEOBOOK M C L U R E 1a. 319-sas-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING Com. .11 IOWACIIY, IOWA III'G^ ADD BAV T40 Uninger Lem Inc 3613goe building strong communities. Norm Liberty, IA 52312 DECEMBER 2014 MCC L U R E'" ;;"31962.,,095 1SSrt FIELDBOOK ENGINEERING Cg. TYPE A ROAD CLOSURE 7 6 8 TYPE B ROAD CLOSURE TRAFFIC CONTROL LEGEND TRAFFIC SIGN —n-� TYPE III BARRICADE DIRECTION OF TRAFFIC WORK AREA O CHANNELIZING DEVICE(VERTICLE PANEL. TYPE I OR TYPE II BARRICADE) (TO BE WEIGHTED) X DRUM TRAFFIC CONTROL SIGNING WORK CLOSED DETOUR UNEVEN ROAD WORK AHEAD AFEAD AHEAD LANES W] l MO -3 W 0.2 Well G20 -2A 48'.48' 48'.48' 48'.48' 36'.36' 48'.24' O O O O O \O/ ROAD CLOSED ROAD TLOC RAFF CAONLY CL08ED �` R11-4 R11-3 / 60'.30 48' R 30• VL TYPE III ORANGE PLASTIC BARRICADE SAFETY FENCE DRUM O6]O DETOUR ® �J AHEAD END DETOUR CHANGEABLE MA -BA 0.3.1 RlIGHT) 0.3-20.ET2I TUBULAR MARKER MESSAGE 24•. IB' 24•.24- 21.24' SIGN O1 11 12 13 14 15 DETOUR ONE WAY DETOUR ONE WAY .OI MA -LOUR 36.12' m4 -LOUR 360.'.12' 48'.018 W4.2 36'.36' 16 0 19 20 NOTE: THE CONTRACTOR SHALL PROVIDE ALL BARRICADES AND SIGNING REQUIRED TO MAINTAIN TRAFFIC IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR THE STREETS AND HIGHWAYS', AS ADOPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130. THIS TABUTATION MAY NOT BE CONSIDERED A COMPLETE LISTING OF THE REQUIRED TRAFFIC CONTROL SIGNING AND DEVICES. SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO STAGI NG AND TRAFFIC CONTROL SOUTH GILBERT STREET, PHASE h I A e L-[14Y�dt+11L t Jill i I I I I I I I I I I II i I I � � LU I O I I I I U I � I I � I I I I I I I III I I I I I DANIEL PL. I I I i I NEW ELEMENTARY - J SCHOOL ,fir_ _ -. - _ -__. _ _. _ _- -. _\ O D0ODO0000O0O000 D D,i0.. 0 0 0 0 0 0 0 0 0 0 00 0000,00000000 -0P0 F�p0000000000000 1 000 000 I 0000 .Ou. 0O00 000 000 ,'F •_:I 0000 ® STAGE ONE - SEGMENTB 0 0 0000 qr STAGE ONE -SEGMENT C- h� Q0 IOWA C", IOWN ADG BAY IAC 3613008 DECEMBER 2014 �AS� FIELDBOOK 1 48 M°CLURE" ENGINEERING Co. 1740 Unln9ar Lana building strong communities. Norm Uo", IA 52317 male 319-525-9090 fa: 319-929-9095 I I II I KOLINTRY LN. w as W s -. `ter' aw ConsWction activity in the area will disrupt traffic on SYCAMORE STREET, LEHMAN AVENUE, DANIEL PLACE, and MOIRA AVENUE. Therefore it is ativiseble to ado P t a se9 uence of construction that directs activities in an oNe rnanrerto maintain traffic patterns as much as possible. it Is not the intent to confine the Contractors activities to the areas of suggested stages alone. It is understood that =ome of the various steps, though listed in aphanumerical order, may occur simultaneously. The Contractor may conduct severel operations conwnently, provided that traffic is maintained and approval has been given by the Fngirleer. It is recognized that as the various activities related to construction progress, certain situations may arse which will preclude adhering to the original construction sequence. Should the Contractor desire to deviate from the original plan. a written alternative shall be submitted to the Engineer for approval a minimum of one (1) week prior to the proposed changes. The Contractor is required to coordinate their activities with any public or private project in the area. There is an on-going construction project to build a new elementary school, and possibly others. The Contractor is required to coordinate Meir activites with the local trash and recycling pickup service, the US Postal Service, and the Iowa City Community School District to maintain their essential operations during construction. All property owners affected by construction will be allowed access to their property at all times. The condracior is to coordinate with the property owners regarding access to their property. All materials needed to allow proper access with be considered incidental to traffic control. The use of tubular markers and/or drums with reflective panels to delineate work areas, along with orange safety terra, is advised where necessary to maintain safety. COORDINATE WITH THE CITY MINIMUM OF TWO (2) WEEKS PRIOR TO CHANGE IN TRAFFIC PATTERNS. THE CITY AND/OR ONSITE REPRESENTATIVE WILL NOTIFY ALL PROPERTY OWNERS OF ANY CHANGE IN ACCESS. Temporary easements and/or ROW is available and adjacent to the project for staging anclor storage, but must be restored to the previous condition. Specific direction will be given during the pre -construction meeting. Construction Sequence: Stage 1 Segment A Construction of Ston Water Oudall Channel Segment B. Reconstruction of Sycamore Street from Stan 91+35 to Sm 108+00 including the McCollister Boulevard Roundabout construction of storm sewer tmnkline along west side Segment G Reconstruction of Sycamore Street and Daniel Place intersection Segment 0 Corstruchmn of Daniel PI., west of Sycamore St. Sea other plan set for details. Segment E: Reconstruction of Sycamore Street from Ste: 90+43 to Sta: 87+22 Segment F. Reconstruction of Sycamore Street and Moire Avenue intersection Stage 2 Segment A Reconstruction of west half of Sycamore Street from Ste: B4+85 to Sta:861 including the Lehman Avenue Roundabout Segment B Reconstruction of east half of Sycamore Street from Sta. 84+98 to Sta'. Ell Segment C: Reconstruction of residential driveway at 4288 Sycamore Street Punch List See Contract for Schedule and Terms SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO STAGING AND TRAFFIC CONTROL SOUTH GILBERT STREET, PHASE OVERALL STAGE LAYOUT 0 VE I' r4�,D 1 I g11 �� 4-1 it ` ,'F •_:I 111 ® STAGE ONE - SEGMENTB ill STAGE ONE -SEGMENT C- h� FnSTAGE ONE SEGMENT. D''� 1740 Unln9ar Lana building strong communities. Norm Uo", IA 52317 male 319-525-9090 fa: 319-929-9095 I I II I KOLINTRY LN. w as W s -. `ter' aw ConsWction activity in the area will disrupt traffic on SYCAMORE STREET, LEHMAN AVENUE, DANIEL PLACE, and MOIRA AVENUE. Therefore it is ativiseble to ado P t a se9 uence of construction that directs activities in an oNe rnanrerto maintain traffic patterns as much as possible. it Is not the intent to confine the Contractors activities to the areas of suggested stages alone. It is understood that =ome of the various steps, though listed in aphanumerical order, may occur simultaneously. The Contractor may conduct severel operations conwnently, provided that traffic is maintained and approval has been given by the Fngirleer. It is recognized that as the various activities related to construction progress, certain situations may arse which will preclude adhering to the original construction sequence. Should the Contractor desire to deviate from the original plan. a written alternative shall be submitted to the Engineer for approval a minimum of one (1) week prior to the proposed changes. The Contractor is required to coordinate their activities with any public or private project in the area. There is an on-going construction project to build a new elementary school, and possibly others. The Contractor is required to coordinate Meir activites with the local trash and recycling pickup service, the US Postal Service, and the Iowa City Community School District to maintain their essential operations during construction. All property owners affected by construction will be allowed access to their property at all times. The condracior is to coordinate with the property owners regarding access to their property. All materials needed to allow proper access with be considered incidental to traffic control. The use of tubular markers and/or drums with reflective panels to delineate work areas, along with orange safety terra, is advised where necessary to maintain safety. COORDINATE WITH THE CITY MINIMUM OF TWO (2) WEEKS PRIOR TO CHANGE IN TRAFFIC PATTERNS. THE CITY AND/OR ONSITE REPRESENTATIVE WILL NOTIFY ALL PROPERTY OWNERS OF ANY CHANGE IN ACCESS. Temporary easements and/or ROW is available and adjacent to the project for staging anclor storage, but must be restored to the previous condition. Specific direction will be given during the pre -construction meeting. Construction Sequence: Stage 1 Segment A Construction of Ston Water Oudall Channel Segment B. Reconstruction of Sycamore Street from Stan 91+35 to Sm 108+00 including the McCollister Boulevard Roundabout construction of storm sewer tmnkline along west side Segment G Reconstruction of Sycamore Street and Daniel Place intersection Segment 0 Corstruchmn of Daniel PI., west of Sycamore St. Sea other plan set for details. Segment E: Reconstruction of Sycamore Street from Ste: 90+43 to Sta: 87+22 Segment F. Reconstruction of Sycamore Street and Moire Avenue intersection Stage 2 Segment A Reconstruction of west half of Sycamore Street from Ste: B4+85 to Sta:861 including the Lehman Avenue Roundabout Segment B Reconstruction of east half of Sycamore Street from Sta. 84+98 to Sta'. Ell Segment C: Reconstruction of residential driveway at 4288 Sycamore Street Punch List See Contract for Schedule and Terms SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO STAGING AND TRAFFIC CONTROL SOUTH GILBERT STREET, PHASE OVERALL STAGE LAYOUT LEGEND 000 STAGE ONE -SEGMENTA ® STAGE ONE - SEGMENTB ill STAGE ONE -SEGMENT C- h� FnSTAGE ONE SEGMENT. D''� STAGE ONE -SEGMENI•t'{C-) 01 � r -i pp�� I , +++++ STAGE ONE SEGMENT STAGE TWO SEGMEN-ek W u1 ® STAGE TWrO- SEGMENTB BC 0 200 400 800 'lit l JI GRAPHIC SCALE NORTH J.02 I NY ,will v e....o..' a. ,1.' 611, ��. _ ,� • 4 . ,� ; 5 ty 1&B ' SYCANORE sT. aos© h .,��' ,�'$' • `� � ��_ sa. aF IANGWBERO AVE. , w / DETOUR TO 3f �leY S. �r,y.. 1 A 5' 6YCAME ST. CLOSED OR �S .n Boum X OAwa PL 01 MR TO ALBERT ST ';e Ir" t ' SYCAMORE ST CLOSED F .e. '." i•` L ,g. s NORTH OF DANIEL PL .� ,14 «�1 7" •71� DETOUR TO U.S. NWY e .w...,l ©® J 1 r W % r1T KORO CLOSED ^� -T '. moa mac gar ( T 60_, 30 c�+en P 4 n DETOUR TOS _ ' •- �+ —� SYCf4M0`2E S. • . .»' i s GA.BFRT ST. LLL x OB srcAM(D+E sT. CLOSED v' OF uNcakBEve AYE `'� .'.�?�`+"tP " '•` v . GS Il[ R. CLOSED F S. T GaHERT �' �-�: CCON mSA h..' I S a1 —{ c)- a -r-• , yQ\ -i W _SQi+CE P, 3•'" SK14i lf" n. I. „ rt 3 9 a RDA ROAD p _ i 4 CLOSED30 CLOSED d,, - G wx w=z,. 'T> >a .,d+ t a 'kid' - �. '- "' - Rn 2 8112 - n JO ,e "'z^1A9*'F" '^ T4.�; •e.4 �.+3+ 43 .ae 30 Tlm. g 6: set, so k kr/';r' 0 750 1500 3000 A» d yIII I Y" SYCAMORE ST CLOSED uNcS'L ATE. ). # : H, : , ,• ' ' 1 i,• DETOUR To GRAPHIC SCALE gg S• GILBERT ST. a 4� 1.. .. e f, -*- '"M• +Ti -..F `.} _ Noce ,i yJII - T _ - g c. }l 'w �(,A \, SEE SHEET NO. J.07 FOR TRAFFIC CONTROL PLAN, STAGING NOTES, TYPICAL TRAFFIC CONTROL SIGNING AND ROAD CLOSURE TYPES d Y IOWA C", IOWA unsa+s '�\ ,y.r,•�e"yew.ea..w.rgrwuyb•rw�wnwtiWww•rn�, mow. fADG oBAV ^ 1740 Llnlnae. Lene SYCMIORE STREET IMPROVEMENTS IAC 3613M NorIM1 Llbe,t, IA 53311;wa'ebew'•""`'�br'e+^+.wbwy�`•+b"r+••b•wr,.•wsww.w"�. building strong Y CRY UMffS TO STAGING AND TRAFFIC CONTROL J,03 DECEANER 3014 main 319-828-9080•an�*A��_��wwbnesb,wn�tr'�,yt'sl.,. wnw•es•,"spn, JSS FIELDBOOK M C L U R E'" 1e. 319�g3s-noa6 SOUTH GILBERT STREET, PHASE I .••. m..,.pr,.w. r.....vm..6,...erq... ENGINEERING Com. N:\Pr)J . AC-3613008-00\Design\Plans\361300B_J.Bwg Bruce Van Sickle 1/2/2015 2:03 AM STAGE 1 DETOUR PLAN (SEGMENTS A, B, C, & D) LEGEND WO z {,, s c. w♦ ,1.' 611, ��. _ ,� • 4 . ,� ; 5 ty 1&B ' SYCANORE sT. aos© h .,��' ,�'$' • `� � ��_ sa. aF IANGWBERO AVE. , w / DETOUR TO 3f �leY S. �r,y.. 1 A 5' 6YCAME ST. CLOSED OR �S .n Boum X OAwa PL 01 MR TO ALBERT ST ';e Ir" t ' SYCAMORE ST CLOSED F .e. '." i•` L ,g. s NORTH OF DANIEL PL .� ,14 «�1 7" •71� DETOUR TO U.S. NWY e .w...,l ©® J 1 r W % r1T KORO CLOSED ^� -T '. moa mac gar ( T 60_, 30 c�+en P 4 n DETOUR TOS _ ' •- �+ —� SYCf4M0`2E S. • . .»' i s GA.BFRT ST. LLL x OB srcAM(D+E sT. CLOSED v' OF uNcakBEve AYE `'� .'.�?�`+"tP " '•` v . GS Il[ R. CLOSED F S. T GaHERT �' �-�: CCON mSA h..' I S a1 —{ c)- a -r-• , yQ\ -i W _SQi+CE P, 3•'" SK14i lf" n. I. „ rt 3 9 a RDA ROAD p _ i 4 CLOSED30 CLOSED d,, - G wx w=z,. 'T> >a .,d+ t a 'kid' - �. '- "' - Rn 2 8112 - n JO ,e "'z^1A9*'F" '^ T4.�; •e.4 �.+3+ 43 .ae 30 Tlm. g 6: set, so k kr/';r' 0 750 1500 3000 A» d yIII I Y" SYCAMORE ST CLOSED uNcS'L ATE. ). # : H, : , ,• ' ' 1 i,• DETOUR To GRAPHIC SCALE gg S• GILBERT ST. a 4� 1.. .. e f, -*- '"M• +Ti -..F `.} _ Noce ,i yJII - T _ - g c. }l 'w �(,A \, SEE SHEET NO. J.07 FOR TRAFFIC CONTROL PLAN, STAGING NOTES, TYPICAL TRAFFIC CONTROL SIGNING AND ROAD CLOSURE TYPES d Y IOWA C", IOWA unsa+s '�\ ,y.r,•�e"yew.ea..w.rgrwuyb•rw�wnwtiWww•rn�, mow. fADG oBAV ^ 1740 Llnlnae. Lene SYCMIORE STREET IMPROVEMENTS IAC 3613M NorIM1 Llbe,t, IA 53311;wa'ebew'•""`'�br'e+^+.wbwy�`•+b"r+••b•wr,.•wsww.w"�. building strong Y CRY UMffS TO STAGING AND TRAFFIC CONTROL J,03 DECEANER 3014 main 319-828-9080•an�*A��_��wwbnesb,wn�tr'�,yt'sl.,. wnw•es•,"spn, JSS FIELDBOOK M C L U R E'" 1e. 319�g3s-noa6 SOUTH GILBERT STREET, PHASE I .••. m..,.pr,.w. r.....vm..6,...erq... ENGINEERING Com. N:\Pr)J . AC-3613008-00\Design\Plans\361300B_J.Bwg Bruce Van Sickle 1/2/2015 2:03 AM STAGE 1 DETOUR PLAN (SEGMENTS A, B, C, & D) LEGEND �Y &E—V r R • �1-1 F ,. al 7 - �.. e a .ti I. II SYCAMORE ST. CLOSED SO OF LANGQIBERC AVE. DETOUR TO S. GIL EORT ST. 1.14i 7111 i Nam SYCAMORE ST. CLOSED SOUTH OF DAHE PI DETOUR TO I ELDER ST I STAGE 1 DETOUR PLAN )SEGMENTS E & F) r• < to - ale SrcAMDRe • ' M i O7�® e r SO. OF LANOENBFRG AVE. Mel R �� ura UFi lnr �' �� GllERRrTOST ( J �' HOSED r^ ROAD moi! .� " .W' �� r. Lam• T SOCCER PARK RD r � IpZ1 t // — — 59':]a• r dr l JJ y 4, R11-2 Fit 2 i' r 48 30 48- 30 srCAMORE ST. -ST--- AAE s. d -. ,.,,,,. ♦ / 4` ,moi., O r . _..:_ ••_ DETOUR TO ELI OZ S.QffitYST.�fr�".rwt(TfRT .T1 A e � � } �.. T I � ` F � �r � �, v r •.�,�� � e �i„� 0 750 1500 3000 x � I \ � � � -" rs 11 4 ,�� � � �• 1 .,n' � .Y T V SYCAMORE ST. CLOSED f3 SO. OF LAN GE _BERG AVE. Y yr � oGILB GRAPHIC SCALE 4 ' x } 1•. - ' >�� �'• x gam_ J S. gLBOiT ST. , t., r . TI s �. a. ((- 1� >7r a.. ,A 4}x� SEE f.. HEET NO. J.011FOR TRAFFIC CONTROL PLAN STAGING NOTES TYPICAL TRAFFIC CONTROL SIGNING AND ROAD CLOSURE TYPES IDWACIY�IOWw eADG oBAV '�^ nso Llnh9er Lene SYCAMORE STREET IMPROVEMENTS ue ]eu9be 6VI�CIIng strong communities. Noren Llbeny IA 5s", CRY LIMITS TO STAGING AND TRAFFIC CONTROL J.04 UCCFMBFA ]OtA MSC L U R E w mYn 319 828 9090 JSSw FIELDBOOK bF 3196289095 SOUTH GILBERT STREET, PHASEIw a....m. .,+ �•�...ae .n o�-+•,m~mw•wa.ne..� `��°w' ENGINEERING C' N:\Pmiects\IAC-3613NS—W\Deslgn\Plams\MI3008–J.dwg Bruce VanSI&Ie 1/2/2015 2:05 AM k�j y ��yry J 49ili# FJ.` r��r, s.Ji. P:� y+� STAGE 2 DETOUR PLAN r �I',III �s+kms J �i (SEGMENTS A, B, & C) SYDANaaSr. NORTH OF LEI9dN AVE =Ar� UOEI011� B , � e SOUTH OF DANIEL PL DEMUR TO . x � „. � } .. >;�'�. `.. -. r it �.1 ✓ Re S. ALBERT Sr. [} , ,A}`t`I 335.x dsRw CLO } ', ... tt C srcANORE ST.CLOSED w . l' NaRnM aF tawAJ AYE � 5 �" • 7 so 30' °i ro i♦ x P 0 7 [r .• J A T R U.S. Herr B {yig, 9• o-' 1 ✓, 'rf kk i I1 j' u y. r"' iJ `� Ru ,*"i w ✓� _-- F x`5 y I � E. ' y � / � ca,A � � 1i �4 � J /i -. ©U 1` d l yx ROAD CLOSED r+s y 2 _ •-' '° r ev e P 7 8 O , 8 f o , S ,ti � OO v + I. IPLl mRK otr ILUL 111N[ OLr y_ � rI L yy R 4 R 4 •-k9' `. 2 F� 'IN.i" ✓" e A ia� �2 60 '30" 50 30 4 �Y v` S nom` , ' ° 4 arm �- mJ �^ LEGEND ea A g ROAD ROAD CLOSED' R112 R112 i N i•.i 1 .. �tia„4 1..... ,g.. —S — —­ ;t +rC SYCAMORE ST. 4osm u.� 1 A T I NORTH OF I—AAN ADE. 'S9 t1A k SJR t hu F aj\ ,9 2' L"T 80C gRK.R .1 U.S.To 7 iY e .✓ ROAD MUSED � r P i 14 a s .e END` lax 1Nwe Par fes. ° ', Y DETOU v-i7,._" , ;tL/� �® N3 sa 3a b 1 R' L• µ*1 "�'sg SOCCER PARK RD "'�k , I 4 M40aL�i '�/ f, ` L•'1' '1 R11-0 2e. 18 ;q?ELI 4 0 -s l.: F T• �,Ct 4'r P P EG ROAD ROAD sa a S 4�ms z `Wo ax..'`rDy>rp.JDDl, _•" ;N ,„ Yr 4 Tawiw "w:4yF',. '=/ `i'"��� I ,: -� 'x •�,—.. a �. � CLOSED CLOSED u- - i O r 9 Z R112 Iz 014a=3a43 ao Z.0 :2p '1 m, Fe . NORTH OF IpSTM. AN ASIEA !. R k fJ {��� a; DETOUR m - 0 750 1500 3000 a , T,1 ?• , fi y r 'C 1`, 1 NWf ti SCALE 'h gig GRAPHIC S •.. .P - •� tie, ,rr I: y.' �,. n:4 �� 1 n NOTE: 8` SEE SHEET NO. JOI FOR TRAFFIC CONTROL PLAN, STAGING NOTES, ��„R y �'ag L- a til TYPICAL TRAFFIC CONTROL SIGNING AND ROAD CLOSURE TYPES t .. . ' -_. ,�9% r `dam *f:iir" 2 IOWA CRY, IOWA ADG BAV uC3613WO� ^ 1760 Llnlneer Len.SYCAMORE STREET IMPROVEMENTS J.�5 building strong communities. NOrdt Liberty, IA 52917 CITY LIMITS TO STAGING AND TRAFFIC CONTROL DECv RRala MSC L U R E" mein 3%.82&9090„JSSm FIELOBOOK F9z PH-B20.9PR6 SOUTH GILBERT STREET, PHASE s,,,,,,,,,,,e...„,o�..,..,.m..n..M.n<.... a.�... x°.r.,.rd..M., u....�„' ENGINEERING Ca. N:\Pr.hcte\IAC_3613008-00\Deeian\Plans\3613008_J,dwe Bmce Van Sickle 1/2/2015 214 AN - _ _ ._.._.._ _ _ ........ i OUTFALL CHANNEL Stage 1, Segment A Construction: 1. Set up traffic cement, place safety fence, and perimeter erosion control alea5afe6 2. Strip and stockpile suitable topsoil within grading Iimhs 3. Construct stone water oudall channel, install erosion control measures, and O rock check dams 4. Apply temporary and permanent seeding as per specifications 5. Remove safety fence and traffic control when activities have ceased Stage 1, Segments A -D Access: Sycamore SI within the Stage 1 Segments A -C, limits will be completely closed to traffic. Residents of the Haigh property will have access to the north using a 1 temporary driveway constructed along the east side of Sycamore SL Residents of the Makada Subdivision will have access to the existing Sycamore St. roadway to the scum. Once Daniel Street intersection has been constructed, residents along s Daniel Street will have access to me north. }mom I xe I I I I ql l y I I I i I . i ____,____i__ w w w DANIEL PLACE ' .�.—.. _. ......._. I _.._.. .—.. I I I I f. I I'a I I !� 3., f— j i i ! LEGEND--•, II �__.._.._. ............ _.._._.._..i._.._.._.._.._.._.._.._i._.._.._. _.._.._.._.._.1.._.._. _..___._.._.._.._.._ ._..__ 0 40 80 160 ao I! I GRAPHIC SCALE a p PROPOSED SPILLWAY _ ._ J l._.._.._.. ._ _.._.._.._ I I (SEE SHEET M.09) ai \ NORTH I�. —.:—.._..—L.—.._..—..—.._..—I......._....._... .._..—.._........J MOIRAAVENUE ..—.. _.. _.._ 1. _..—..—.. —.._.� .. r.. _.. _.. —.. . _.. _'".. _.. _.. rviva ADG BAY 11f'^ 1740 Laurer Len. SYCAMORE STREET IMPROVEMENTSnon. . ^a+ •rte^+++a.....aa.+.e:nrw.u�...e.rrA.w.r,.w..ri.. 04361008 building strong communities. Norm LlberlY. IA 62JIT Cf1Y LIMBS TO STAGING AND TRAFFIC CONTROL 0.o+e.e .'�'w�.m"rar'.e•. .�e..y.,� wa��we a.'e��� J.06 kOt V pECFMeLx zau ISSw FIELDBOOK main 319-630-9090 MSC L U R E" fes 31e-620-9095 SOl1TH GILBERT ENGINEERING CO. N:\Projects\IAC�3613008-00\Design\Plana\3813008–J.0).dwg Bruce VanSickle 1/2/2015 4:34 AM , i '•� --------------1--------' 82+7383+00 84+00 6 8 w 0 w w — I I I DASHNER RESERVED 1 PARKING I II INSTALL AS MUCH OF THE STORM PIPE CROSSINGS AE POSSIBLE WITHOUT IMPACTING THE EXISTING ROADWAY (TYP.) — --------------- 85+00 ------___-85+00 88+00 a --a ----------- z w --_ I Z ELEMENTARY SCHOOL TO BE a a ow ... w — - e. - A =is — L TEMPORARY SYCAMORE S GRAVELACCESS w ---------------- ¢+ .._..—.._=..a,r_-•,--a'�_--+.—.._ter...—.. _.._..� i I 8•-0e I 1 I I I I NOTE: 1. USE TEMPORARY YIELD CONTROL TO ALTERNATE TRAFFIC ON DANIEL PL. -MOVE TO OTHER SIDE OF DANIEL PL. AFTER STAGE 1 SEGMENT B IS COMPLETE. IOWACMOOWA ADG MY uc]blaos -, pScuAeSR zm x M°C L U R E' 155 n FIELDBOOK 87+00 88+00 89+00 W w w __ _ v, ------------- � I \ I I I " I 1N 1 I Lu I I I � I I 92+00 93+00 94+00 SYCAMORE ST. _-- , HYDRANT TO BE RELOCATED PRIOR TO THE START OF _ 1 STAGE 1, SEGMENT B 7O I 1 I DNCBTDMING 1 TRPFFlC � 1740 Llninger Lane SYCAMORE STREET IMPROVEMENTS building 5}FOpg [OmmUR111e5. Rorty Liberty, IA 5290mein 319-626-9090 CITY LIMITS TO fax 319-626-9095 1 SOUTH GILBERT STREET, PHASE I 1 1 I I I I I I I I I 1 1 I 1 STAGE 1. SEGMENT B Stage 1, Segment B Construction: 1. Set up traffic detour; place Type 3 Barricades. safety fence, and perimeter erosion mntrol measures 2. Make provisions for lempomry vehicle access to affected! properties 3. Remove existing pavement within construction limits, taking care to preserve existing utility structures and pipes 4. Install water main protection for existing water main to allow for storm sewer installation 5. Perform rough eaMwork grading operations & Construct required storm sewer improvements (make provisions for connections m next stage) 7. Backfill as necessary over storm pipes B. Install sedimentation traps at inlets 9. Compact roadway, subgrade 10, Install subdrain (make provisions for connections to next stage) 11. Place, compact, and him malfied subbase 12. Install new fiber optic conduit 13. Construct roadway pavement (make provisions for connections to next stage) 14. Allow proper pavement curing 15. Apply proposed traffic markings, symbols, and Traffic signs 16. Open Sycamore Steel to vehicolar traffic 17. Remove all provisions made for temporary vehicle access to affected properties Stage 1, Segments A -D Access'. Sycamore SL within fire Stage 1, Segments A -D limits will be completely closed to traffic Residents of the Haigh property will have access to the north using a temporary driveway constructed along the east side of Sycamore SL Residents of One Makable Subdivision will have access b the exist ng Sycamore St roadway to the sough. Once Daniel Street intersection has been constructed, residents along Daniel Street will have access to the north. I Z ELEMENTARY SCHOOL TO BE a a COMPLETED BY OTHERSco I z— � Lu — I WATERMAIN AND HYDRANT TO BE INSTALLED I rn ,) PRIOR TO THE START OF STAGE 1, SEGMENT B % i �.—.—L—.—�.: -- 88+00 89+00 90+00I 91+0 ow ... w — - e. - A =is — L TEMPORARY SYCAMORE S GRAVELACCESS w ---------------- ¢+ .._..—.._=..a,r_-•,--a'�_--+.—.._ter...—.. _.._..� i I 8•-0e I 1 I I I I NOTE: 1. USE TEMPORARY YIELD CONTROL TO ALTERNATE TRAFFIC ON DANIEL PL. -MOVE TO OTHER SIDE OF DANIEL PL. AFTER STAGE 1 SEGMENT B IS COMPLETE. IOWACMOOWA ADG MY uc]blaos -, pScuAeSR zm x M°C L U R E' 155 n FIELDBOOK 87+00 88+00 89+00 W w w __ _ v, ------------- � I \ I I I " I 1N 1 I Lu I I I � I I 92+00 93+00 94+00 SYCAMORE ST. _-- , HYDRANT TO BE RELOCATED PRIOR TO THE START OF _ 1 STAGE 1, SEGMENT B 7O I 1 I DNCBTDMING 1 TRPFFlC � 1740 Llninger Lane SYCAMORE STREET IMPROVEMENTS building 5}FOpg [OmmUR111e5. Rorty Liberty, IA 5290mein 319-626-9090 CITY LIMITS TO fax 319-626-9095 1 SOUTH GILBERT STREET, PHASE I 1 1 I I I I I I I I I 1 1 I 1 STAGE 1. SEGMENT B Stage 1, Segment B Construction: 1. Set up traffic detour; place Type 3 Barricades. safety fence, and perimeter erosion mntrol measures 2. Make provisions for lempomry vehicle access to affected! properties 3. Remove existing pavement within construction limits, taking care to preserve existing utility structures and pipes 4. Install water main protection for existing water main to allow for storm sewer installation 5. Perform rough eaMwork grading operations & Construct required storm sewer improvements (make provisions for connections m next stage) 7. Backfill as necessary over storm pipes B. Install sedimentation traps at inlets 9. Compact roadway, subgrade 10, Install subdrain (make provisions for connections to next stage) 11. Place, compact, and him malfied subbase 12. Install new fiber optic conduit 13. Construct roadway pavement (make provisions for connections to next stage) 14. Allow proper pavement curing 15. Apply proposed traffic markings, symbols, and Traffic signs 16. Open Sycamore Steel to vehicolar traffic 17. Remove all provisions made for temporary vehicle access to affected properties Stage 1, Segments A -D Access'. Sycamore SL within fire Stage 1, Segments A -D limits will be completely closed to traffic Residents of the Haigh property will have access to the north using a temporary driveway constructed along the east side of Sycamore SL Residents of One Makable Subdivision will have access b the exist ng Sycamore St roadway to the sough. Once Daniel Street intersection has been constructed, residents along Daniel Street will have access to the north. 0 30 60 120 — — — — GRAPHIC SCALE STAGING AND TRAFFIC CONTROL J.07 _ cr1 -: rEll IT Ri LEGEND 0 30 60 120 — — — — GRAPHIC SCALE STAGING AND TRAFFIC CONTROL J.07 N:\Projects\IAC-3613008-00\Design\Plana\3613008_J.D7.deg Bruce Van Sickle 1/2/2015 4:33 AM — STAGE 1, SEGMENT B —`` STOCKPILE __ Stage 1, Segment B Construction -- - - - _ ��-- .� place Type3 arrive es, safe fence, and perimeter 1. Set Barricades, eatery t _--_--1--__ -------_._ �i� --_- �. ' ---�--� madetour; erosim canlml measures rn � / -� � ��t 2. Make provisions for temporary vehide access to affected popedies � ----- 3. Remove existing pavement within consWdion limits, faking care to preserve ..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—.. —.. existng utility structures and pipes I 4. Install water main protedion for existing water main to allow for storm sewer -- installation 95+00 96+00 97+00 98+00 99+00 100 0 101+09 5. perform rough earthwork grading operations 6. Consirucl required stone sewer improvements (make povislore for \ connecfims to next stage) — — — — — — — — — — — — — — — — — — — — _ 7. Backfill as necessary over stone pipes 8. Install sedimentation taps at inlets 9. Compact roadway subgrade _ �. _. _ _. �_ ._. _._._._....f_ _ _ _ —� _ _ _ __ _ -__ -_ _I _-_ _ ___-_-. _ 10. Install subdram (make provisions for mnnections to next stage) 9YCAMUKE SL - -- 11. Place, compactt and trandint fled subbase — — — — — — — — -- - - - 12. Install rlew, fiber optic mnduil / 13. 3onsWd madway pavement (make provisions for connections to next stage) - -- 14. Allow proper pavement curing __. ---,,., a -_ w w 15. Apply proposed tr ffic symbols, and traffic signs -- __- _-,., ,f meat to vehicular 18. Open Sycamore SVeet [o vehicular traffic - -------------- --__-_--_ i--_ 17, all provisions made for temporaryvehide guess to affected -- ����--'--'-----'- ----- -� ---- - properties Stage 1, Segments A -D Access: Sycamore St within the Stage 1, Segmenta A -D limits will be completely closed t0 affic Residents Ne Haigh will have to norm using a m,porary driveway constructed along he east side of SycamoreSt. Residents of r 6 /' the Makatla Subdivision will have access to the existing Sycamore Sloadvay to the south. Once Daniel Street intersection has been constructed. residents along Daniel Street will have access to the north. - � P VATE DRIVE c. _.. - I j HYDRANT TO BE RELOCATED j i PRIOR TO THE START OF I STAGE 1, SEGMENT B TEMPORARY DRIVEWAY; TO BE MAINTAINED UNTIL END OF �- STAGE 1, SEGMENT B 1 G1 .. "• �� .aL. o.--sa I i:una♦� -- — LEGEND 102+00 103+00 104+00 105+00 9—j wl'saaassial— — — — — _ _ — — — - —008+74 ------------ . — 0 30 60 120 _ ORE ST. — -- — — GRAPHIC SCALE 7 ©- _ CWrr-� c� = Az— -w 7 -:7W ------------ -- — -- —— -- og osF =-' o! ¢.� o 0 =— -- 7 I TEMPORARY DRIVEWAY ACCESS POINT; ! . ._..J TO BE MAINTAINED UNTIL END OF STAGE 1, SEGMENT B i TEMPORARY DRIVEWAY; TO BE MAINTAINED UNTIL END OF STAGE 1, SEGMENT B j TEMPORARY TRAIL REALIGNMENT I ADG MV Ioww cllY, IOWA iwC 3619009 evma¢ �r� ''fes^ 1)40 Uninger Lane SYCAMORE STREET IMPROVEMENTS riga +,M,,,,,.,.:,e ,•+i�•,„ ,`.,' d„oA�.1,;;'.�;,':�„ "p;;"„'„m:m� �,'-,”, u��:+ ,�w� prnrro. .w nnna,na o otceMRFe2p,. MCC L U R E' r IA 52317 building strong communitle;. ael, mein 319.620.9090 CITY LIMITS TO STAGING AND TRAFFIC CONTROL J.08 JSS FIELDSOOK ENGINEERING Ca. is. 319.626-9095 SOUTH GILBERT STREET, PHASE N:\Projects\IAC-3613008-00\Design\Plana\3613008_J.D7.deg Bruce Van Sickle 1/2/2015 4:33 AM \Plans\361M08_J.07.dwg Bruce VanSickle 1/2/2015 4:32 AAI 1 z ; STAGE 1, SEGMENT C .j a ELEMENTARY SCHOOL TO BE i j a -'--\ COMPLETED BY OTHERS WN j stage 1, Segments Construction: \\ Z 2 1 Set up traffic detour' place Type 3 Barricades, safely fence, and perimeter _ ' Q 2 �/, O W STOCKPILE I erosion whirs! measures 2. Make provisions for temporary vehicle access to affected properties q W AREA 3 Remove existing pavement at the intersection of Sycamore Street and Daniel �1 ---------_ Place • — --'�--- ___ 4. Perform rough earthwork grading operatives ♦ _____ �::�..�..�..�..�..�.. �.: it.�s���.��r.�r.�r-Sr�n-I�. _—��--_ �r."SG- 5. Construct storm sewer improvements (make provisions for connections to next sUge) 8. Backfill as necessary over storm pipes 92+00 93+00 94+00 88+00 89+00 90+00 91+0 7. trubgraaps atdnles CorrIInistalctintasectionurflation 8- Compact intersection provisions 9. Install subdrain (make provisions for connections to neat stage) 10. place, compact, and trim modified subbase _ — — — — — — — — — — — — — — — — — ii. Install new fiber optic conduit 117 ti Convect intersection pavement (make provisions for connections to next ® SYCAMORE ST. 13. Allow proper pavement wring — _ _ _ _ _ _ _ _ _ _ 14. Apply proposed traffic markings, symbols and traffic signs SYCAMORE $T. _ 44m-- _ _ _ _ _ _ _ 15. Open Sycamore Street and Daniel Place intersection to vehicular traffic 16 Remove all provisions made for temporary vehicle access to affected w w wpropeNes _ -- _ Stage 1, Segments Ahe Awes �' ♦♦` Sycamore St within the Stage 1, Segments A D limits will ba completely closed to _---� ----� 6eRc Ry to sing a the Haighpropertyalong - L � ♦ /// / eeasveaw fSycass drivewayidents ore Strth Resid temporary driveway constructed along the east side of Sycamore SL Residents of / the Makada Subdivision wig have access to Me existing Sycamore St. roadway to HYDRANT TO BE RELOCATED I 1 the south. Once Daniel Street intersection has been constraded, residents along LPRIOR TO THE START OF I j I Daniel Street will have access to the north. I ( STAGE 1, SEGMENT B I 1 I I Z Q� YY D x• I I I � NOTE:TO ONCOMING I I I I 1. USE TEMPORARY YIELD CONTROL TO ALTERNATE TRAFFIC ON DANIEL PL. j ) TRAFFIC I I - REMOVE AFTER STAGE 1, SEGMENT C. Rtt-2a i I cn 3b C-) a Cn ;t rn LEGEND 0 30 60 120 STAGE 1, SEGMENT D GRAPHIC SCALE (SEE DANIEL ST. PLANS FOR DETAILS) z _ O_ —t - 2 ADG BAV IOWA CITY, IOWA PC 36 uvea""` 1 "'^ \II��, 1140 Llnln9ar Lane SYCAMORE STREET IMPROVEMENTS —1 v, v�.nrrTea+wew�n.osn+�iwnrwnuu.wmrewsktrwn•V+• building strong Communities. NurminLl,i9lgr% CITY LIMITS TO STAGING AND TRAFFIC CONTROL J 09 155 FIEIDBOOK DKFW-gala C C L U R F 011 ta. 319.638.9095 SOLITH GILBERT STREET, PHASE I :�.��"w.sr` s.....�... �.. o .ay.. r my ENGINEERING CC \Plans\361M08_J.07.dwg Bruce VanSickle 1/2/2015 4:32 AAI STAGE 1, SEGMENT E ELEMENTARY SCHOOL TO BE COMPLETED BY OTHERS 85+00 86+00 87+00 88+00 89+00 90+00 SYCAMORE ST OX.N W w I 7O Lu I HYDRAT TO BE RE DY–ir Q YIELD PRIOR TO THE START FF 2 (STAGE 1, SEGMENT E TO OTf q 060 TEM�ORARY GRAVEL ACCESS R1-2 ALTERNATE TRAFFIC I� R1 -2q STAGE 1, SEGMENT F SYCAMORE ST. – – – – – – – – -- 17. Construct required storm sewer improvements (make provisions for __ __i _–_–__--✓ _"'�.— _.:-� — .— ..� �.. connections to next stage) 18. Backfill as necessary over storm pipes 19. Install sedimentation traps at inlets 20. Compact intersection subgrade 21. Install subaltern (make previsions for connections to next stage) I L : 22place, compact, and over modified subbase 23. Construct intersection pavement (make previsions for connections to next stage) I I : a 24. Allow proper pavement curing STAGE 1, SEGMENT E z y a 26. Open Sycamore Street and Moira Avenue intersection to local vehicular traffic I I Z 8r STAGE 1, SEGMENT F I properties I I 28. Construct temporary access driveway south of Lehman roundabout from W W Lehman Ave. to affected house. See Sheet J.11 for layout. This should W Stage 1, Segments E and F Construction: Z 1. USE TEMPORARY YIELD CONTROL TO ALTERNATE TRAFFIC ON MOIRA AVE. 1. Move fire hydrant assembly affected by temporary pavement access to Moira SQ Sycamore St. within the Stage 1, Segments E and F limits will be completely closed to traffic. Residents of the Makada Subdivision along Daniel Street will have access Ave. W I 2. Place temporary gravel from existing sycamore St. to Moira Ave. w pg to the new Sycamore Sbeet roadway to Ne north. Residents along Moira Avenue 3. Set up traffic detour, place Type 3 Barricades, safety fence, and perimeter `-' emsion control measures 4. Remove existing pavement within construction limits, taking ore to preserve ` .-. .. existing utility structures and pipes 5. Construct required storm sewer improvements (make provisions for connections to next stage) 7+0 92+00 8. Backfill as necessary over storm pipes 7. Install sedimentation traps at inlets 8. Compact roadway subgrade — — — — nnne0. Install subdrain (make provisions for coections to xt stage) 10. Place, compact, and trim modified subbase ;Z7 11. Construct roadway pavement (make provisions for connections to next stage) 12 Allow proper pavement wring 13. Apply proposed traffic markings, symbols, and traffic signs 14. 15. Open Sycamore Street to local vehicular traffic Make provisions for temporary vehicle and pedestrian access to affected — — — — properties along Moira Ave. 18. Remove existing pavement at the intersection of Sycamore Street and Moira Avenue – – – – – – – – -- 17. Construct required storm sewer improvements (make provisions for __ __i _–_–__--✓ _"'�.— _.:-� — .— ..� �.. connections to next stage) 18. Backfill as necessary over storm pipes 19. Install sedimentation traps at inlets 20. Compact intersection subgrade 21. Install subaltern (make previsions for connections to next stage) I L : 22place, compact, and over modified subbase 23. Construct intersection pavement (make previsions for connections to next stage) I I : a 24. Allow proper pavement curing 25. Apply proposed traffic markings, symbols and traffic signs I I W i' 26. Open Sycamore Street and Moira Avenue intersection to local vehicular traffic I I Z 27_ Remove all provisions made for temporary vehicle access to affected I properties I I 28. Construct temporary access driveway south of Lehman roundabout from I Lehman Ave. to affected house. See Sheet J.11 for layout. This should W NOTE: complete before shufling down roadway for Stage 2 construction. 1. USE TEMPORARY YIELD CONTROL TO ALTERNATE TRAFFIC ON MOIRA AVE. REMOVE AFTER STAGE 1, SEGMENT E. stage 1, Segments E and FAccess: Sycamore St. within the Stage 1, Segments E and F limits will be completely closed to traffic. Residents of the Makada Subdivision along Daniel Street will have access j Z to the new Sycamore Sbeet roadway to Ne north. Residents along Moira Avenue ELEMENTARY SCHOOL TO BE I a g I and at the Deemer property will have access to the south on the existing Sycamore d Street roadway. COMPLETED BY OTHERS w rn j �w - U �O 10, ---------- --- .._..-----.- _ _ ----- --------------------------------�., •,x,r.�. ` ..�-s--------- LEGEND 85+00 86+00 8 00 88+00 89+00 90+00 91+0 92+00 ti _�—------------------------ — --� — 0 30 6Q,120 d. f ©B SYCAMORE ST. 7 © SYCAMORE ST. — — — — GRAPHICWLEL:�% C _ I � r� —..—. —..—.. / T- Z -- - - - �- - - - - f - - 0 w 1 I ti i j TEMPORARY VEL l� 0 ALTERNATE TRAFFIC j ACCESS CONS RUCTED I I 1 I I 1 w a l IN PREVIOUS STAGE I TO I I OTPAFFICO NOTE: 1. USE TEMPORARY YIELD CONTROL TO ALTERNATE TRAFFIC ON MOIRA AVE. RI -2 Rl-2o j REMOVE AFTER STAGE 1, SEGMENT F. ou,nn IOwA CTfY,IOWA wwaorm C '•` Bc174 Lininge-909517 rarr•q+ebw.mrmT w.r, w..«�•e•. ..'�"in ia�x....i.,.,..un....i ,,..i i. iw�m".va•, emxo. '� q,aaa.�re•��q„••.M�rni.,naie rt. r,uee,".x. u e. AUG MV uc s619� �It 040 LInM9er Lane SYCAMORE MEET IMPROVEMENTS M C L U R E" building strong communities. CITY LIMITS TO STAGING AND TRAFFIC CONTROL " J.1 0 asexioECB.aa 9e1. in FIELDBOOK SOUTH GILBERT STREET, PHASE ( EN 6INEERI NG Co. N:\%okxla IAC3813008-00\Dealer\P1maVfi1300B_J.0Tdre Bruce Vaeskid. t/f/fres trot Au N:\PlOMCta\IAC-3613008-00\Design Plms 3613008—J.07.dwg Kevin Chud21rskl 1/2/2015 11:27 AM I I . \ STAGE 2, SEGMENT A I � �`` \ Stage 2, Segment A Constructed O I i. Set up halt detour, place Type 3 Bamicatles, safety tents, and perimeter Y I —I'\ , • \ `� esion WIT roIT me for temporary access to affected = } I 2. Make provisions vehicle and pedestrian II `�\ \ ! proibimtni 3. Remove wtNin construction limits, taking care to i \ • • \� ! eustirg pavement preserve exisMq utility structures and pipes � \ 4. Install proposed 16' walennain, hydrants and valves. Relocate and adjust • `—�� existing hydrant and valves. • 5. Construct required storm sewer improvements •, \.._.. Imo. — --"—� 6. Install esneoeesary everraps storm pipes _.._.. �. ,I / \Y1\ • • , , --__—� Ll-. ]. Install sedimentation traps at inlets 8. Compact roadviaY subgrade 1 82+7 3 9. Install subdram 1 0 83 84+00 1 8g+00 86+00 8 00 10. Place, compact, and Mm modified subbase 1 O 8 11. Construct roadway pavement 12, Allow pror pavementpaduring — — — — — — — — — — — — — — — 13. I proposed r battle marsymbols, and symantl tratfic signs SYCAMORE ST. 14. Open read to vehicular traffic — — — — — I-- �— — — _ 5. Remove all provisions mace for temporary vehide a pedestrian access 10 I — ^" q O16. affected resitlencesn Construct sidewalk ]. Place topsoil and temporary or ground cover _ lIV.-- — pennarient L -::±. _ .Y.. —...- - Stage 2, Segment A Access: \\ \\ 7 a 31Lr Sycamore and Lehman Ave Intersection of within the Stage 2, Segment A limits will -'"� / I . (" / 1+ -- _f - el is bets closedtofrancmore Residentsi,the Menort Subdivisionwill have \ \ _ ' "-�� — -- -------- — �— access via the new Sycamore Street roadway to the doll. The Dashner PmPery via M • ' — " " will initially have access to the north but vAll have to be without direct driveway access while Me drivevrey and adjacent roadway pavement is constructed! Special \ \ 1 palling areas on the new roatlway shall be reserved for Me Dashner Property during \ \ \ I I \ I Me time. Residents to the east will have access to Sycamore Stvia temporary ! I I 20'WIDE gavel rose. TEMPORARY GRAVEL -"+` ACCESS CONS rRUCTED I I I g \ \ 1 /• / TEMPORARY GRAVEL IN PREVIOUS STAGE i ACCESS CONSTRUCTED— i------4 I I I , IN PREVIOUS STAGETEMPORARY GRAVEL i ACCESS CONSTRUCTED I I /•� �� �y l\ IN PREVIOUS STAGE — ' d � LEGEND NORTH '� � I ——DE .. J , a� � -----� rx rx n Fx —" .___�. --___�- — ---- -' ---- �•' 0 30 60 120 7 8 ----- ST. - —� 181 _ -- = 7 8 ' SYCAMORE _ \ Q 178 + 00 179 0Q —— I — MAN qV + 00 —4— - -_� GRAPHIC SCALE 184 s..—.. �e•1R— .—.. _. a — ._.._..—..—..—..—..—.. — -------------------------- PROPOSED 16" WATERMAIN I I i I \I / I � % PERMANENT DRIVEWAY ONNECTION; 15'-0" CONSTRUCT IN STAGE 2 SEGMENTA �,�.�' \\-' TEMPORARY DRIVEWAY; STAGE 1, SEGMENT F i I INSTALL HYDRANT AND ADJUST VALVES rADG IowA cm, IOWA SAV IAC 361300a ''10 �, building strop communities. North 17 LimaBYCAMORCm EIFT VFMENTS Y.ana..a,.maT..-u.... �.:.�...—,.^...iu..�..^.M..,.......:.n�.w.u.-«r m... ra« `M^� ' "'" " J, ucM� ^ _ "a""" ""' """'"^^"'^""'"'"""+'° m _ _ ari) oecFAleER Sou 9 9 M°CLURE" W.1D5 TO STAGING AND TRAFFIC CONLROI w.r. �.� 155w FIEIDSOOK bx 319-626-9095 SOIfiH GILBERT STREET, PH EI sq,...,.,,—....^ne..m..^....."," .....................m..u.. c,......., c,..,,..,,, ENGINEERING Co. N:\PlOMCta\IAC-3613008-00\Design Plms 3613008—J.07.dwg Kevin Chud21rskl 1/2/2015 11:27 AM N:\Projects\IAC 1613008—o0\Design\Pima\361300B_J.07,dwg Kevin Chudzinski 1/2/2015 11:26 AM / STAGE 2, SEGMENT B & STAGE 2, SEGMENT C \ Stage 2, Segment B and Cop 1. Setup traffic detour; place Type 3 Bamndea, safely, fence, and perimeter : place Type erasion contra measures ,e -. ♦ P / 2. Make provisms for temporary vehicle and pedesbian access 10 affected Properties 3. Remove creating within conaoucoon I m ts, taking care to pavement preserve e,cstmg polity structures and pipes COMPLETE SIDEWALK, GRADING, / =�-- -/ 4. Consvud required stone sewerimpmvements AND STORM SEWER AFTER TEMPORARY \' _ /i � _____ ----- 5. Install esnnssaryraps storm pipes GRAVEL ACCESS IS REMOVED.�"� � — --------- 6. Install setllmentation traps at inlets T. Comped roatlway em, ade — -- / � 6. Install suadrain REMOVE TEMPORARY GRAVEL ACCESS \ / / -- -�' / -`- g. Plan, compact and Inns man,fied subbase AFTER ROADWAY IS COMPLETED.\ . • // - ��-- - - �— _ m. constmd roadway pavement �''/ _ _ / / ��—' �— _—� 189 + 00 190+01 11. Allow proper pavement wring MAINTAIN ACCESS ��' --}-- 12. Install proposed"Me markings, symbols, and traffic signs DURING CONSTRUCTION ��� -�- 188+00 13. Open mad to vehicular traffic + 00 14. Remove all provisions made for temporary veNtle and pedestrian access to _ a aReetw har hencea a 15. Combed sidewalk // + a ._,-_----�---� 00 — - 16. Plan toll and temporary or permanent ground cover A86 . ----- -- CONNECT TO EXISTING TRAIL Stage 2, Segments B and c Access: A' P » Sycamore St. and Lehman Ave. intersection within the Stage 2, Segments 8 and C limits will be completely closed to traffic. Residents of the Makatla Subdivision will / BGj� have access via Me new Sycamore Street roadway to the north. The Cashman property will inioalty have access to Me northbut will have to be wdhout aired driveway access while the driveway and adjacent roadway pavement is constructed Special parking areas on the new roadway shall be reservetl for Me Dashner property during this time. Residents to the east will have access to Sycamore St. via temporary gravel road. f REMOVE TEMPORARY DRIVEWAY Z I q COMPLETE SIDEWALK, GRADING, Its � •� AND STORM SEWER AFTER TEMPORARY = I_ —I_ GRAVEL ACCESS IS REMOVED. --------- --------- t LEGEND i1 82,,173 r 83 84+00 1 85+00 86+00 8 00 — — 0 30 60 ' I SYCAMORE ST. 6 8 � � > 6 8 � _ — — — — — — — — — — — — — — — — — — — — — GRAPHIC SCALE \ T I = ------------- all tf li DASHNER RESERVED I PARKING j \ —' I• lows city. town RAV M3613e0a .���., �� []40 LlnNeer Lana "'•~NorM SYCAMORE STREET IMPROVEMENTS .m..r..s--•..,.....-,....«..•a.."mc`.wa.w-..w.......w........ �.,.,b. rAOG OECEMBrR 2m< Libent," IA 5231]J.__building strong communities. map,s....6Ar..a..m.�..-w������,a Cm LIMITS TO STAGING AND TRAFFIC CONTROL L FIELDBOOK MCCLURE" 1az ata-626-9oaB SOUTH GILBERT STREET, PHASE •„p,,..,,,�a�v,.•e.,w...,a.,,q.„,,,,.,,.,,...,, va,.•s....;. u,.... ENGINEERING Co. N:\Projects\IAC 1613008—o0\Design\Pima\361300B_J.07,dwg Kevin Chudzinski 1/2/2015 11:26 AM SUMMARY OF TYPE EXISTING SIGNS TO BE REMOVED IBB -66 le -u -]A 19.-6z 16 -ss -33 H• Quantity Sign Number EACH SIw Nf1REA w DESCRIPTION LOG1TIw STPTIw 510E TWE 'A' TYPE 'e' RF1WE P REINSTALL 518NWR SIw SIw F]QSTING SIGNS tt%YRETE STWICTLRE PQI10RT0ri 8 ASSEMBLY ASSEMBLY raRmTION TWE 'A' TYPE 'e' Rp O O Rf 0.5 APPLICAHLF SIGNING MITES REMARKS ArXREss nw u.9s Rr PERFORATED SQIARE STEEL TUBE 30 X 30 6.3 nELn ro TwuFlc 13.e4 Lr 1 ..-r 36.0 R2-1 AmreEss slw 13109 Rr 1 R3 -v is SOCCER PORK 03.5 LT 1 a R3-1 35 MPH 8N19 RT 1 za x e ADDRESS SIw BN63 R< 1 24 X 30 STREET SIw BIhIJ Ri 1 .0 51-3 NS -SR M13 -]P 87.98 LT 1 54 -IP 2 STREET SIGN 91h37 fti 3 z ADDRESS Sim 99.60 Rr 1 24 X 10 W;-5 I�iW2 si 1 24 X 30 a2-1 35 ron 106«32 Li 1 31.3 Mil -15 No roiaa vEMlafs slw le)+ro m I W33 -IP 5 mAIL STOP sIw Ie7+88 FIT I 4 TRAIL SIGN 107+91 RI 1 IRPIL SIGN 107H1 RT 1 TOTAL 371.0 ii 180+13 LT 1 ��m�s,s,s,smts,s_swsos,s_s_� 381+9! LT 1 W14-2 182104 RT 1 NO g1TLET/STREET SIw 182.05 R< 1 MITES: 1. STD]lPILE ALL R@OV® SIGNS AMI SIGN ASSEMBLK w -SITE. LF LF EXISTING SIGNS TO BE REINSTALLED 19e-61 3a -ss -la SIGN DESCRIPTION 0➢tECTIw 6 TRAVEL IBIIBE0. �+�f MYM1 POSTS 1DCATIOX STATIw � �� TUBE 55TTSEEL 4' x 4' 4' x fi' INSTALIATIw TYPE met •z• SEE SIQIIMi IDIF6 SOCCER PARK Li 11i26 1 1 AMMf55 Sim RT ISKS 1 1 AMMESS SIw RT 13109 3 1 SOCCER PARK LT 83K5 1 1 AWRES SIw RT 84163 1 1 STREET SIw RT 8)h1) 1 1 STREET SIw RT 9N3] 1 1 ADDRESS SIw RT 99H.B 1 1 W 6lli0R VEHICLES SIGN RT 107h70 1 1 TRAIL STfP SIGN Rr 10N86 1 1 TRA IL SIGN M1! n cr Irxe l� C 7 J o...� � R 1 107191 1 1 TFAIL SIGN Rt 10)+91 1 I SPEED LIMIT SIGN LT 388123 I 1 NO QITLET/STREET SIw 0.i 182+05 1 1 Shared Roadway Bicycle Markings NEC Station Offset Alignment 83h66.N 10.50' L Sycamore Street 98+)9.50 11.25' R Sycamore Street 102105.50 11.25' L Sycamore Street 105195.50 11.00' R Sycamore Street 107+62 Be 13.75' L Sycamore Street TOTAL 5 ADS HAV _ rm.BOO 15Sm FIEIDBOOK IOWA em, IOWA IAC 36I3oo8 OKFMBER 1011 I /^ I'/ MCCLUREry building strong communities. ENGINEERING Co. 1)40 UnIn er Lane 0 RarM Liberty.319626-6289 main 19-02 WINS fox 819-Bte-fN)06 SYCAMORCITUNTSPROVEMEMS CITY UMITS TO SOUTH GILBERT STREET, PHASEI PAVEMEMMARKING$AND TRAFFIC SIGNING Ai,r :,,•. x...,...e,mmn.,m.....,,ro„asi.m-na,.v.�b..b�.,. .,u..,mi„bn..n.M°�. °""' m0b"`"”"""`"O�M'"`wtlinAid"""' uvnrc..,.n.prcn.,. a..e.id:em µ..�Jh�^ 1.nr.-ir=».n`�.°°6•. x,•w.a,.,.,.we.. sw...ar��. .- K.Q� N:\Projects\IAC-3613008-00\Design\Pions\3613008—K.dwg Bruce VanSicRle 12/30/2014 3:24 PM SUMMARY OF TYPE EXISTING SIGNS TO BE REMOVED IBB -66 le -u -]A 19.-6z 16 -ss -33 H• Quantity Sign Number EACH SIw Nf1REA w DESCRIPTION LOG1TIw STPTIw 510E TWE 'A' TYPE 'e' RF1WE P REINSTALL 518NWR SIw SIw F]QSTING SIGNS tt%YRETE STWICTLRE PQI10RT0ri 8 ASSEMBLY ASSEMBLY raRmTION TWE 'A' TYPE 'e' Rp O O Rf 0.5 APPLICAHLF SIGNING MITES REMARKS ArXREss nw u.9s Rr 1 30 X 30 6.3 nELn ro TwuFlc 13.e4 Lr 1 ..-r 36.0 R2-1 AmreEss slw 13109 Rr 1 R3 -v is SOCCER PORK 03.5 LT 1 a R3-1 35 MPH 8N19 RT 1 za x e ADDRESS SIw BN63 R< 1 24 X 30 STREET SIw BIhIJ Ri 1 .0 51-3 NS -SR M13 -]P 87.98 LT 1 54 -IP 2 STREET SIGN 91h37 fti 3 z ADDRESS Sim 99.60 Rr 1 24 X 10 W;-5 I�iW2 si 1 24 X 30 a2-1 35 ron 106«32 Li 1 31.3 Mil -15 No roiaa vEMlafs slw le)+ro m I W33 -IP 5 mAIL STOP sIw Ie7+88 FIT I 4 TRAIL SIGN 107+91 RI 1 IRPIL SIGN 107H1 RT 1 TOTAL 371.0 SPEER LIMIT $Iw 180+13 LT 1 ��m�s,s,s,smts,s_swsos,s_s_� 381+9! LT 1 W14-2 182104 RT 1 NO g1TLET/STREET SIw 182.05 R< 1 MITES: 1. STD]lPILE ALL R@OV® SIGNS AMI SIGN ASSEMBLK w -SITE. EXISTING SIGNS TO BE REINSTALLED 19e-61 3a -ss -la SIGN DESCRIPTION 0➢tECTIw 6 TRAVEL IBIIBE0. �+�f MYM1 POSTS 1DCATIOX STATIw � �� TUBE 55TTSEEL 4' x 4' 4' x fi' INSTALIATIw TYPE met •z• SEE SIQIIMi IDIF6 SOCCER PARK Li 11i26 1 1 AMMf55 Sim RT ISKS 1 1 AMMESS SIw RT 13109 3 1 SOCCER PARK LT 83K5 1 1 AWRES SIw RT 84163 1 1 STREET SIw RT 8)h1) 1 1 STREET SIw RT 9N3] 1 1 ADDRESS SIw RT 99H.B 1 1 W 6lli0R VEHICLES SIGN RT 107h70 1 1 TRAIL STfP SIGN Rr 10N86 1 1 TRA IL SIGN Rt 107191 1 1 TFAIL SIGN Rt 10)+91 1 I SPEED LIMIT SIGN LT 388123 I 1 NO QITLET/STREET SIw 0.i 182+05 1 1 ��m�ss_s_s0s,s_s_s_sos_s_s_� SUMMARY OF TYPE EXISTING SIGNS TO BE REMOVED IBB -66 le -u -]A 19.-6z 16 -ss -33 Quantity Sign Number EACH SIw Nf1REA w DESCRIPTION LOG1TIw STPTIw 510E TWE 'A' TYPE 'e' RF1WE P REINSTALL 518NWR SIw SIw F]QSTING SIGNS tt%YRETE STWICTLRE PQI10RT0ri 8 ASSEMBLY ASSEMBLY raRmTION TWE 'A' TYPE 'e' Rp O O Rf 0.5 APPLICAHLF SIGNING MITES REMARKS ArXREss nw u.9s Rr 1 30 X 30 6.3 nELn ro TwuFlc 13.e4 Lr 1 ..-r 36.0 R2-1 AmreEss slw 13109 Rr 1 R3 -v is SOCCER PORK 03.5 LT 1 a R3-1 35 MPH 8N19 RT 1 za x e ADDRESS SIw BN63 R< 1 24 X 30 STREET SIw BIhIJ Ri 1 .0 51-3 NS -SR M13 -]P 87.98 LT 1 54 -IP 2 STREET SIGN 91h37 fti 3 z ADDRESS Sim 99.60 Rr 1 24 X 10 W;-5 I�iW2 si 1 24 X 30 a2-1 35 ron 106«32 Li 1 31.3 Mil -15 No roiaa vEMlafs slw le)+ro m I W33 -IP 5 mAIL STOP sIw Ie7+88 FIT I 4 TRAIL SIGN 107+91 RI 1 IRPIL SIGN 107H1 RT 1 TOTAL 371.0 SPEER LIMIT $Iw 180+13 LT 1 R1 -I W6-6tP 381+9! LT 1 W14-2 182104 RT 1 NO g1TLET/STREET SIw 182.05 R< 1 MITES: 1. STD]lPILE ALL R@OV® SIGNS AMI SIGN ASSEMBLK w -SITE. EXISTING SIGNS TO BE REINSTALLED 19e-61 3a -ss -la SIGN DESCRIPTION 0➢tECTIw 6 TRAVEL IBIIBE0. �+�f MYM1 POSTS 1DCATIOX STATIw � �� TUBE 55TTSEEL 4' x 4' 4' x fi' INSTALIATIw TYPE met •z• SEE SIQIIMi IDIF6 SOCCER PARK Li 11i26 1 1 AMMf55 Sim RT ISKS 1 1 AMMESS SIw RT 13109 3 1 SOCCER PARK LT 83K5 1 1 AWRES SIw RT 84163 1 1 STREET SIw RT 8)h1) 1 1 STREET SIw RT 9N3] 1 1 ADDRESS SIw RT 99H.B 1 1 W 6lli0R VEHICLES SIGN RT 107h70 1 1 TRAIL STfP SIGN Rr 10N86 1 1 TRA IL SIGN Rt 107191 1 1 TFAIL SIGN Rt 10)+91 1 I SPEED LIMIT SIGN LT 388123 I 1 NO QITLET/STREET SIw 0.i 182+05 1 1 SUMMARY OF TYPE 'A' SIGNS IBB -66 le -u -]A Quantity Sign Number EACH Size Total SiRn Area IN SF OM1 -2 7 18 X 18 15.8 R1-3 1 30 X 30 6.3 RS -2 4 36 X 36 X 36 ..-r 36.0 R2-1 6 14 X 30 0 R3 -v is 24 x la � e a3-vaP a za x a s 3 R3a7bP a za x e .3 R4-7 7 24 X 30 R6 -4a 7 as X 24 .0 51-3 6 36 X 36 54 -IP 2 24 % 10 �J3 s4 -3P z u x e 54-6P 2 24 X 10 3.3 55-2 2 24 X 30 42-6 S 38 X 30 31.3 Mil -15 2 30 X 30 12.5 W33 -IP 5 18 X 18 11.3 N16 -7P 4 ]A X 12 8.0 TOTAL 371.0 NOTES (APPLICABLE TO ALL KSHEETS) 1. CONTRACTOR TO FURNISH ALL NEW SIGNS FOR INSTALLATION BY THE CITY OF IOWA CITY 2. ALL SIGNS TO BE REMOVED WILL BE DONE BY THE CITY OF IOWA CITY. 3. ALL SIGNS TO BE REMOVED AND REPLACED WILL BE DONE BY THE CITY OF IOWA CITY. 4. CONTRACTOR SHALL INSTALL ALL PAINT MARKINGS AND SYMBOLS. 5. CONTRACTOR SHALL COORDINATE WITH THE CITY OF IOWA CITY REGARDING THE REMOVAL AND INSTALLATION OF ANY SIGNS DURING CONSTRUCTION. IOWA OI Y, IOWA xFwacr" IIIi �, necoc 'MG BAVr IAC 3613000 ^ 1700 Llninesr Lane aeP rPcr rm. DECEMBER 201+ building strong communities. North Oberey, IA 52317 1$517 FIELDBOOK McC L U R E'" 'rain 319-625-9090 ENGINEERING Co. In. 319-528.8095 >rolecls\IAC_3613008-00\Design\Pions\3613008J(.dwg Bruce Van Sickle 12/30/2014 3:20 PIA PAVEMENT MARKING SYMBOLS AND LEGENDS Road Identification Station Side WIDE DOTTED EDGE LINE (WHITE) DIMENSIONS FROM NCHRP REPORT 672 1' O" 2'-0" �- - 2'-0" - WIDE DOTTED EDGE LINE DETAIL NO SCALE 1B - MEC 11-13-14 WDEL DETAIL N CJ CP 71i� � Q1 PAVEMENT MARKING LINE TYPES M W I 108-22 04-16-13 See PM -Ile Location I Len h b Line Type Unfactored Road ID Station to Station Length Dir. of Narking Type Side DCY4 EL116 ELY4 $LNS 0. mwDDY4 OWS WEL Remarks (STA) Travel L C R STA STA STA I STA STA STA STA STA STA 5 Camore 82+43.45 83+73.42 1.00 SB Dura a Paint L Street 82+)3.45 83Q3.02 LBB NB Durable Paint R 1 BB 82+73.45 03+]3.42 1.00 SB Durable Paint L 1,00 3 BB 83.)3.45 83+]3.42 1.80 NB Durable Paint R 1.00 82+98.50 83+14.50 0.16 50 Durable Paint C 0.28 82+94.16 83+04.35 0.10 m Durable Paint C 83+73.62 84+84.13 0.31 58 Durable Paint L 040 83+73.42 89+09.13 0.31 N8 Durable Paint R 0.31 84+83.30 86+46.55 2.43 BOTH parable Paint C 2.43 0.31 89+04.13 86+66.55 2.42 58 Durable Paint L 2,42 84+04.13 85+46.55 1.42 NB Durable Paint R 3.92 85+46.55 86+46.55 1 B NB Durable Paint R 86+50.08 86+50.00 8.00 BOTH Durable Paint C 1.00 8>+19.00 87+19.00 0.00 i BOTH iDurable Paint [ 5,34 7.22 54 90+52.44 3.30 BOTH Durable Paint C 3.W- 0.34 87+22 . 54 88+22.54 1.08 1 SB 1 Durable Paint L 1.00 88.22.54 90+52.44 2.30 50 parable Paint L 2 30 87.22.54 89.52.44 2.30 NB Durable Paint R 2.30 89+52.44 90+52.44 1.00 NB parable Paint R %+55.94 0+55.90 O. BB BOTH Durable Paint C 1 00 91+21.47 91.31.47 B.BB I BOTH IDurable Paint C 0.34 91+24.97 92+24.97 1.00 SB Durable Paint L 0 34 91+24.9] 98+42.35 J.1J BATH Durable Paint C ].17 1 00 91+24.97 98+41.35 7.16 NA Durable Paint R 7 7.16 92+24.97 98+41.35 6.16 S0 Durable Paint L 16 98+41.35 98+70.06 8.30 SB Durable Paint L 98+41.35 96+78.% 0.30 W Durable Paint I I R I0.30 0.38 98+42.35 98+70.36 0.28 ROIN Durable Paint C 96+70.36 99+78.96 1.09 SB Durable Paint L 3.09 0 28 98+)0.36 99+70.% 1.89 NB Durable Paint R 1.09 90+83.5) 108+05.54 1.22 5B Durable Paint L 99+16.26 le0+00.80 0.04 NB Durable Paint R 1.22 99+42.55 99+06.50 0.00 SB Durable Paint C B.xO 0 B4 99+43.11 99+46.)) 0.04 NB Durable Pilot C 0 28 99«]4.85 99+79.70 0.09 BOTH Durable Paint C 0.52 99+79.44 99+88.41 0.09 NB Durable Paint R 190+80.77 101+68.59 0.84 SB parable Paint L 0.28 SEE DETAIL IXI K.e3 100.62.78 101.98.)4 1.16 NB Durable Paint R I'm SOB+%.31 101+05.28 0.09 50 Durable Paint L 1.16 Se1+04. e] 101+09.86 e.05 BOTH Durable Paint C 0.51 0.30 SEE DETAIL OR K, 02 101+0533 102+14.36 1.09 5B Durable Paint L 101+04.8] 102.14.36 1.09 NB Durable Paint A 1.89 101+37.62 101+41.55 0.06 50 Durable Paint C 101+38.16 303+42.11 0.00 NB Durable Paint C 0.28 0.20 103+10.36 103+42.36 0.28 BATH Durable Paint C 102+13.76 182+43.26 0.30 S0 Durable Paint L 0.28 102+13.76 102+43.26 0.30 NB Durable Pain p 0 30 - 102+62.26 105.30.78 x.89 BOTH Durable Paint [ 2.69 0.30 103+43.26 305+30.78 2.88 SB Durable Paint L 1. BB - 102+43.26 105+30.78 x.88 NB Durable Paint R 2,88 105+3078 105+90.26 0.59 SB Durable Paint L 1 1 105+38.)0 305+09.69 0.59 NB Durable Paint R 0.59 105+30.78 107+69.83 2.39 BOTH Durable Paint c 0.59 107+80.00 107+08.00 0.00 00TH Durable Paini C 2 39 17]+50 -BB 1]9+24.60 1.75 BOTH Durable Paint C I I 1.75 0,40 379+24.64 1]9+54.41 0.30 00TH Durable Paint C I0 179+44.12 180+54.49 1.10 MB Durable Paint L 3e 179+%.50 300+54.69 0.59 E0 Durable Paint R 1.10 179+54.41 100+54.49 1.00 NB Durable Paint L 1.00 0.59 179+54.41 180+54.49 1.80 EB Durable Paint p 1,00 Lehman 10+87.69 10+29.52 0.22 NB Durable Paint L0 - RA 30+40.59 38+93.65 8.45 NB Durable Paint L 0.45 22 Ie+9S.31 1 I1+16.37 0.21 EB Durable Paint L 12+21.20 12+46 A5 8.46 EB Durable Paint L 0.46 0.21 SEE DETAIL 011 K.82 12+68.68 12.89.84 8.31 NB parable Paint L 12+86.x6 13+14.80 0.29 BOTH Durable Paint. c 8.21 SEE DETAIL ON K.03 13+33.43 13+80.03 0.47 NB Durable Paint L 0.07 0 20 33+82.20 14+05.23 0.33 5B Durable Paint L 34+00.59 14.16.63 0.16 NB Durable Paint L 0.16 0.23 SEE DETAIL ON K. B2 Lehman 181+79.14 182+34.04 0.55EB Durable Paint R Avenue 181+49.14 102+7.14 1.00 EB Durable Paint L 1.00 0.55 181+79.14 362+79.14 1.00 NB Durable Paint L 1.08 181+79.14 182+92.79 1.14 NB Durable Paint R -1m 182+79.14 183+08.99 0.38 BOTX parable Paint C 183+08.99 184+)8.80 1.61 BATH Durable Pa1ot C 3.61 0 30 Factored Total: Durable 3+4.30 2.41 20.36 27.52 44.40 2.31 0.08 19.32 0.53 Bitl anti :Pavement Markin Durable 155.15 NOTES (APPLICABLE TO ALL KSHEETS) 1. CONTRACTOR TO FURNISH ALL NEW SIGNS FOR INSTALLATION BY THE CITY OF IOWA CITY 2. ALL SIGNS TO BE REMOVED WILL BE DONE BY THE CITY OF IOWA CITY. 3. ALL SIGNS TO BE REMOVED AND REPLACED WILL BE DONE BY THE CITY OF IOWA CITY. 4. CONTRACTOR SHALL INSTALL ALL PAINT MARKINGS AND SYMBOLS. 5. CONTRACTOR SHALL COORDINATE WITH THE CITY OF IOWA CITY REGARDING THE REMOVAL AND INSTALLATION OF ANY SIGNS DURING CONSTRUCTION. IOWA OI Y, IOWA xFwacr" IIIi �, necoc 'MG BAVr IAC 3613000 ^ 1700 Llninesr Lane aeP rPcr rm. DECEMBER 201+ building strong communities. North Oberey, IA 52317 1$517 FIELDBOOK McC L U R E'" 'rain 319-625-9090 ENGINEERING Co. In. 319-528.8095 >rolecls\IAC_3613008-00\Design\Pions\3613008J(.dwg Bruce Van Sickle 12/30/2014 3:20 PIA PAVEMENT MARKING SYMBOLS AND LEGENDS Road Identification Station Side WIDE DOTTED EDGE LINE (WHITE) DIMENSIONS FROM NCHRP REPORT 672 1' O" 2'-0" �- - 2'-0" - WIDE DOTTED EDGE LINE DETAIL NO SCALE 1B - MEC 11-13-14 WDEL DETAIL N CJ CP 71i� � Q1 1� M W I SHARED ROADWAY BICYCLE MARKING DETAIL NO SCALE fCAMORE STREET IMPROVEMENTSL1efMc- s,.r as b� a��sai 'N m. Am bi.��;• a '.ai^roil tl6. CITY LIMITS TO PAVEMENT MARKINGS AND 'a"^.nn ^.,.°p.,r.- °....."^vn.",..°.au..n... >.°°ne..nm °�:itio.+. ••"•"°°^ K°02 SOUTH GILBERT STREET, PHASE I TRAFFIC SIGNING o""°"o'0""np°"'_"""°`"'".°: ^'^- �' 1� Co ,..,..er W2-6 30"x30" STA: 84+04.13 R4-7 24"x30" OS: -11.00 STA: 83+73.42 + OS: -16.00 SHARED ROADWAY BICYCLE MARKING _ REMOVE AND REPLACE SOCCER PARK SIGN R1-2 CHY8 36•x36•x36" YIELD CBW6 0 0 n DCY4 1 SPEED 0 20 40 80 1 MATCHDN LIMIT 11 III' 30 R2-1 GRAPHIC SCALE NORTH 24"x30" REMOVE 35 M.P.H. SPEED LIMIT SIGN STAW & BLSW —STA: 84+04.21 OS: 11.00 STA: 84+03.30 OS: 0.00 0 `STA: 83+73.42 OS: 16.00 R3-17 rT n - BIKE AHEAD REMOVE AND REPLACE _ ft3-17aP ADDRESS SIGN '' W24"x8" µrya-H1p REMOVE TRAFFIC SIGN 0 '� \�iyl / 3s"R3s"=3s" 18"x18" \���11 `/ I HELD W2-6 REMOVE AND REPLACE 45 M.P.H. 30"x30• SPEED LIMIT SIGN DEL R4-7 —0, 24"x30• R4-7 24"x30" 180 + 5 1 +O /� 1g2+00 REMOVE STA: 182+72.35 r'/J73 O 180 + 00 STOP SIGN OS: -16.13 R J 183+00 179 +00 CHY8 5.2 11 7 81_ CHY8 °°0 2 0 184+ 0 °o 171-69 111 OMl-2 K.P.H. D R6 -4D Id"xl e" W13 -1P OM1 -2 48"x24" 18"x18" 18"x18" _ � 101 SYCAMORE STREET - F l r WDEL - _ � 11 — DCY4 e DCY4 61 LE MAN � 31.5, AVENUE CHY8 CHY8 R1-2 STA: 182+26.17 STA: 179+24.64 36•x36•x36 OS: 16.10 STA: 183+08.99 28'(B -B) OS: 0.00 HED CHI OS: 0.00 281 (&B) 00 STA: 179+95.51 SPEED STA: 179+44.12 OS: 16.26 REMOVE AND REPLACE LIMIT OS: -16.12 "NO OUTLET' AND STREET SIGN O REMOVE AND REPLACE SOCCER PARK SIGN REMOVE AND REPLACE ADDRESS SIGN R2-1 24"x30" IOWA Dltt.IMA owA AD G BAV ",1TI0 LWn9r Lm. SYCAMORE STREET IMPROVEMEMS _ _ building strong communities. North Llerty, IA 62317 CITY LIMITS TO PAVEMENT MARKINGS AND""'°-1°'-°°"'°""""`°'"""°'"'"wP:w°�nmm....rrhovAipiO K.�3 DKFMBEk 2014 MCC L U R E.• moln 319.93E -908D •+M"�mwrwim" r ib meWro�"•w Hua°"e ...° 1S5n FIELDBOOK fox 3fli29-9095 SOUTH GILBERT STREET, PHASE TRAFFIC SIGNING„° .,°,,,°.-r— ENGINEERING r ENGINEERING Co. 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N: ProJecta\IAC�61300B—DO\Design Plans 3613008J.6ag Kevin Chudzinaki 1/2/201511:39 AM STA: 105+30.77 OS: -11.00 REMOVE SPEED LIMIT SIGN STA: 105+90.26 OS: -16.381 REPLACE EXISTING W11-1 SIGN WITH NEW W11-15 SIGN SHARED ROADWAY BICYCLE MARKING 0 20 40 80 0 -i x GRAPHIC SCALE R4-2 24"x30" R3-17 24x18," IK`E ANE ENDS R3-17bP 24.26' SHARED ROADWAY BICYCLE MARKING STA: 105+89.69 OS: 17.37 REMOVE STREET SIGN STA: 105+30.78 OS: 0.00 _STA: 105+30.77 OS: 11.00 R4-7 24"x30" REPLACE EXISTING W11-1 SIGN WITH NEW W11-15 SIGN REMOVE AND REPLACE TRAIL SIGN (2) TRAIL STOP SIGN (1) AND NO MOTOR VEHICLES SIGN (1) �G �� lOwC 3613006 _ _ '�g6130pB OECFMRfR 2014 Jun FIELDBOOK Z III%^ Ob Lbdn6er Lane building strong Communities. Ned=Liberty, IA 52917 McC L U RE- m a 219625-9095 lax 219-626-9095 SYCAMORE STREET IMPROVEMENTS CRY LIMITS TO SOUTH GILBERT STREET, PHASEI PAVEMENT MARKINGS AND TRAFFIC SIGNING �'ei=.�........woe..em.,•bwaw.A,..�mm.•m••"•.�Am ru.: u.......u�.�" ENGINEERING C". STA: 105+90.03 Kedn Chudzinaki 1/2/4015 11:38 AM SPEED R3-17 24"x1 s" n \V/ OS: -2.50 104+00 105+00 ^� 106+00 MELANE24:31" 107+00 108+00 roo0108+74 ? R3 17 N. _ J & BLSW STA: 105+89.93 24"xa" OM1 -2 ,x1 Y� 34' (&B) OS: 3.50 -i 6'BIKELANE 11' TRAVEL LANE6' 14'-6" ES �o 11' TRAVEL LANE ca DLW4 6' BIKE LANE _ �) L CHY8 14 6" f CBW6 R3-17 24x18," IK`E ANE ENDS R3-17bP 24.26' SHARED ROADWAY BICYCLE MARKING STA: 105+89.69 OS: 17.37 REMOVE STREET SIGN STA: 105+30.78 OS: 0.00 _STA: 105+30.77 OS: 11.00 R4-7 24"x30" REPLACE EXISTING W11-1 SIGN WITH NEW W11-15 SIGN REMOVE AND REPLACE TRAIL SIGN (2) TRAIL STOP SIGN (1) AND NO MOTOR VEHICLES SIGN (1) �G �� lOwC 3613006 _ _ '�g6130pB OECFMRfR 2014 Jun FIELDBOOK III%^ Ob Lbdn6er Lane building strong Communities. Ned=Liberty, IA 52917 McC L U RE- m a 219625-9095 lax 219-626-9095 SYCAMORE STREET IMPROVEMENTS CRY LIMITS TO SOUTH GILBERT STREET, PHASEI PAVEMENT MARKINGS AND TRAFFIC SIGNING �'ei=.�........woe..em.,•bwaw.A,..�mm.•m••"•.�Am ru.: u.......u�.�" ENGINEERING C". N: ProlecL'VAC-3613008-00\Design\Plans\3613006_K.deg Kedn Chudzinaki 1/2/4015 11:38 AM SPECIAL SHAPING LEHMAN RAB SPECIAL SHAPING 83+00 84+00 85+00 NOTES (APPLICABLE TO ALL L -SHEETS) 1. REFER TO FIG. 7010.101 FOR JOINT DETAILS. 2. REFER TO FIG. 6010.514 AND SPECIAL DETAILS IN B -SHEETS FOR INTAKE BOXOUT DETAILS. 3. TYPICAL TRANSVERSE "CD" JOINT SPACING WHERE NOT SHOWN IS 15 FEET. 4. ELEVATIONS SHOWN ARE TOP OF SLAB OR FORM GRADE UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO VERIFY ALL TIE-IN ELEVATIONS TO EXISTING PAVEMENT. 6. REFER TO FIG. 7010.104 FOR MEDIAN NOSE DETAILS. GEOMETRIC 8 STAKING DETAIL 7. REFER TO SSHEETS FOR SIDEWALK AND CURB RAMP DETAILS. Point Station Offset Elevation Description 800 82+87.68 -44.60' 670.51' PC 801 83+04.53 -0263' 670.33' MD PT. 802 83+23.26 44.26' 670.15' PCC 804 83+60.95 .18.00' 669.84' MDPT. 803 83+41.93 -19.61' 669.99 PT 805 84+50.00 -17.00' fi69.34' BC 606 84+50.00 17.00 669.34' TAPER 807 83+60.95 18.00 669.85' TAPER 803 82+9286 2255 6]0.48' PC 809 13+25.19 1206 670.77 MDPT. 810 13+06.37 4.44' 610.93' PCC 811 82+77.10 -23.35' 670.91' PRC 812 82+78.79 24.25' 670AW PRC 813 81 23.45 670.90' 1' RADIUS 814 82+87.60 -1845' 670.80' MDPT. 815 82+96.35 .13.79' 670.71' PRC 816 82+%.80 .1241' 610.71' PRC 817 82+95.90 -1266 670.72' VRADIUS 818 82+9387 2.39 670.80' PC 819 82+9298 3.59 fi]0.83' PRC 820 82+9288 2.51' 670.82 1'RAOWS SYCAMORE STREET 0 Point Station Offset Elevation Description 821 82+85.34 4.57 670.91' MDPT. 822 82+7].79 6.23' 670.99 PRC 823 82+74.22 236' 671.03' PRC 824 81 3.32 671 00' 3 -RADIUS 825 B2+n06 -10.34' 670.97' MD PT. 826 83+06.60 574' 670.62' PC 827 83+07.66 410' 670.80' PRC 828 83+07.32 5.16' 670.61' V RADIUS 828 83+25.97 4.49' 670.44' MID PT. 830 83+44.11 3.00' 670.28' 1 PCC 831 83+51.62 3.00' 6!0.22' MID PT. 632 83+59.12 3.00' 670.16 PT 833 83+73.42 3.06 670.02 PC 834 83+73.42 3.00 670.03' PT 835 83+73.42 -0.00 670.02 3'RADIUS 836 83+58.12 3.00 670.1T PC 837 83+32.22 3.00 670.44' MD PT. 838 83+04.86 3.00 670.70 PCC 839 83+03.88 2.15 670.72' PCC 840 83+04.86 2.00' 1 670.71' V RADIUS TYPICAL SECTION TYPICAL SECTION n Point Stallon ORset Elevation D®ecriptlon 841 83+04.11 3.55 67668' Jr91D PT. 842 82+94.16 5.24' 670.]6' - PT. 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STA 90+68.41, 41.00' L -2. -2.0% 14.0' 73.tl 145 RADIUS PT. ye''i 9e let `i9 fi' $ b� se 3 a ry a r _ _- RADIUS PT. STA 90-4314, 42.00' L 884 4 STA 91+30.44, 4220' L _4 - 4.50 1/ - 14.2' 13.0' 14.2' MID PL t MID PT. CD CD CD STA N+61.12, 24.32' L SS; e �g�' •� y STA 91+16 77,24 .32' L FG=664.19 ^ FG=666.05 b r b 7 b n b SPECIAL ti J STA Bu 9o«43.µ n.oB'L SHAPING d` 14.5 13.0' 14.0 - It CD CD CD J '�B �B 51Y bb ti°66 STA 91+36A41].00'L - b ry a ry m 5.0'"+ 4.22 c 6s.• 6 O g 3.82 125' 14.5 13.5 14-V n C) '71� vo vo 6 �oJ 64FW m O m p b y b y m O m m m m b KT -2 y 0 a m $ KT -2 KT -2 b y b u o KT -2 y O o a o O b y T� 50' KT -2b p T .abT 60�' 60� 6 12.0' 12.0' 72.0' 15.0' 72.5 125 74.tl 73.5 " 1d.p 12.5' 12.5' a° Idif, i3S t�S dv9 L-2 L-2 L-2 B L-2 L-2 L-2 L-2 L-2 L-2 L-2 TYP CAL cit �j `+B �. N~ 66a bbd qI TYP CAL ? 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N:\Projects\IAC-3613008-00\Design\Plans\L-Sheets\3513008104.dwg KeNn Chudzlnski 1/2/2015 12:03 PM N: ProjectsVAC_361300B-DO\Design\Pions\L-Sheets\361WWJ-05.Ewg KeW Chudensk1 1/2/2015 12:05 PM 0 C> 0 0 + + SYCAMORE STREET + + rn rn It FM FF-T-Q1 rn U0 b a w o pU a8 o p a p b0 b y a p o p a p w 160' 15.0' ro 15.0' 15.0- m 0 15.0' e p 14.0' m p 13.0' ro 0 130' m w 17.0' ,e w 17.9 m 0 I iel B L-2 L-2 L-2 L-2 L-2 L-2 L-2 B L-2 al Ni b 8 a p a U c p a� a U o� q U b y b y o p ry 16.0' 15.0' 15.0- 15.0' 15.0' 14.7 13.0' 13.0- 17.0' IT KT-2 KT -2 KT-2 KT-2 KT-2 KT-2 KT-2 KT-2 KT-2 -2 b y U b y U b 8 b y U b ^ y b V ^ y V I I 1� 1 I^ 16.7 15.0- 15.0- 15.0' 15.01 74.7 13.0' 73.0' 17.7 77.0- 17 B L-2p L-2 L-2 L-2 1-2 L-2 L-2 B L-2 b O a p o a p o p b y o O o p a p o O b O p W Ip' W ep U ep' V N U t0' U N U eC U ep' W ej W ey U JOINTING DETAIL 0 10 20 40 0 C3 0 z + + p I- + rn CO m 2 GRAPHIC SCALE r_ o b 0 o to b a O a O o O to U 8 15.7 17.0' 16.0' 14.7 15.0' 12.0' 12.0' 15.0' 120' 12.0' -157 (---WC.]e6 3el L-2 B L-2 L-2 BRI iRl L-2 L-2 L-2 B L-2 L-2 L-2 ""7-2 = ,I �' o J b8 �8 0, U b8 NI NI op V i?p a8 c8 b8 c] U I 1 ^ ^ 15.0 17.7 14.7 14.0' 15.7 120' 12.7 .7 12.7 12.7 12.7 i".7 KT -2 KT-2 KT-2 KT-2 KT-2 KT-2 KT-2 Kr.2 KT-2 KT-2 KT-2 1"1Ybf-2 I I _. 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N: ProjectsVAC_361300B-DO\Design\Pions\L-Sheets\361WWJ-05.Ewg KeW Chudensk1 1/2/2015 12:05 PM 98+00 99+00 / / Y/100+00'\ \ / 1 I / \ / NC \\ 1 SYCAMORE STREET IOWA CITY, IOWA ADO MY IAC 36130011 oECEM9ER 2016 JSS1 FIELDBOOK SPECIAL SHAPING McCOLLISTER RAB 6]].9 FG BIB.p](FO I - - �TflSJ FG - - I - - - - -� - - - SPECIAL - SHAPING GEOMETRIC & STAKING DETAIL P°r SRaeon 4lIBeii Ebrioaor Inapt -s BOB 95+6TA6 1720 676.04' PC 901 9649130 1781' 676.72'#9DPT. MDPT. 902 9941694 2728 677-40' PCC 903 99+29 DO 2297 677.74' );DPT. 904 99+39.72 2624' 677.6. 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North Liberty, IA 52317 Omo'du main 319.629-9090 McC L U RE' fax 319.626-9096 ENGINEERING Co. 1• PA)96 SPECIAL SHAPING Pod SBa9'm I 8lfsd Elvaia Omo'du 921 991.5159 -7.78' 97fl48 1• PA)96 922 991BOA0 -1137 VLSI- MDPT. 923 99+6751 -1451' 979,70' PRC 924 99+71.79 -12Df 978.79' IT 925 9916690 -1121' e]8.73• 3R51DTU5 429 9943.79 14.13' 878.95' PC 927 99+7232 15D9' 6789D' PRC 928 9917290 1421' 67392' 1'RRD96 929 9916295 1052' 979-71' MDPT. 930 99+5399 691' 9]fl53• PRC 931 99152.14 596 978.50' PT 432 9413!,10 5.96 878.53' +RADIUS 433 99142.71 3.30 878.35' PC 934 9914158 398 878.33' C c 935 99"1.78 3.00 878.33' 1' RADIJS 938 9913125 248 879.12' MDPT. 937 9912127 205 977.0' PT 918 994236 207 878.47 PC 439 984239 0.00' 978.48 2 RM86 960 9914339 4LM 8]9.38' MDPT. 941 9916319 -0.90' 878.53' MDPT. 0 e POINTS 900.941 ARE TgFSOF CUfVRLEVATION ' -If7 cn 0 10 20,o 40 Z .-U GRAPHIC SCALE SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, 1.�, V^°"nm,...n°,. 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STA 100+41.27, 74.49'R ,/—FG=678.42 100~28.87, 72.87 R PC 78.57 PG STA 99+93.29, 56.03' L / �B6 �4r \ STA 99+91.95, 54.86' R 78.38 0 6 678. 1`13=15!7Z.13FG678.35 1 PT T8.51 TB'41 678' PT STA 99+88.85, 50.42' L STA 99+83.10, 46.72' R FG=678.30 FG=678.48 - GEOMETRIC & STAKING DETAIL 0 10 20 40 'il Ili' GRAPHIC SCALE NORTH Iowa Ctv, IOWA uwgwx �.� ADO RAV ' �� OtO Lmineer Lane SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, "6"^`"oM��•oar••m-•�A••r•"e.u.....".e��.,..a��•e�a,r„„,w....e,m....,a. IK 3613008 I'e� seen a,..,�w,n..oM1.....e�.,..,a.. ^..... ,,,.,.Asi... �,�n.,ti tioman. w,.�am�r.,,ui,.,n...9 . _ _ building5}fOn <OlOfYIDni1i05. North Liberty, IA 5230 o,....„ a v.. 9 CITY LIMITS TO STAKING, AND JOINTING L.OS DECEMBER 2014 mein 319-626-9090 e......cax.�., JSSor FIELDBOOK McCLURE'” ,.I v9-025-909 SOUTH GIIBERT STREET, PHASE ENGINEERING CO. N:\Project%\IAC-3613008-00\Design\Plans\L—Sheets\3613008�08.Le9 Bruce VanS isle 1/2/2015 12:04 PM 101+00 w>< I �dw 6.5 9.Q 9.0' I CD CD CD 22 m �' rhe 100+00 KT -2 I MCCOLLISTER RAB 9.7' a Kz ti'i T N 0 N 90' 8.5, L-0 L-1 00 CO F _ r � V R M JOINTING DETAIL I ._ }t� r, 0 10 20 10 40 �I GRAPHIC SCALE NORTH IOWA CITY, IOWA rADG �-. b"rE wearm, HAV I II/E^ 940 unm9er, Lane SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, ser,:". ae"`m..,m":. .:mea"'—mm,�"m"...—.w.%e'.��.�au�...—m..Mrd raia,� 1h—i lAC 3613oD5 building 5}fOD COT OIUIt ih CS. NO�IM1 Liberty. IA 543P 9 8 CITY LIMITS TO STAKING, AND JOINTING �' ws...rnwmr.w.w..m c�orr. i L.09 _ _ pBOWBIA lou M°C L U R E'" mem 319-628.9090 JSSW FIEMBOOK tax 319-626-9095 SOUTH GILBERT STREET, PHASE ENGINEERING Co. 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RADIUS 1022 101+53.46 - EtT 679.49 MDPT. 1023 101+63.42 -200' 618.44' PT 1024 102+1236 -200 679.20' PC 1025 102+1236 2,W 679.21' PT 1026 102+12% O.W 6M.21' 7RADIUS 1027 101+72D2 2,W 679.41' PC 1028 101+57.69 2.82' 679.48' MD PT. 1029 101+4502 5.41' 519.56' PRC 1030 101+41.82 4.68 679.57 PT 1001 101+4279 4.44' 679.56 V RADIUS 1032 101+3221 7AT 61 PC 1033 101+31.56 8.68 67961' PRC 1034 101+31.24 7.71' 679.62' 1'RADIUS 1035 101+24.32 11.36' 679.68 MDPT. 1036 101+17.21 14.50' 679.80 PC 1037 101+1293 12.02' 679.71' PT iW8 101+1&92 11.79' 679.70' TRADIUS 1039 10101.93 -1.00' 679.77 MDPT. 1040 101+31.44 0.89 1679.67 MID PT. 1041 101+41.45 OLW 679.80 MID PT. iUBullf, yam] i f t_ • POINTS 7000.1041 ARE PIF CUP ELEWMN a C.A 0 10 20`" 40 Z O A --I 2 GRAPHIC SCALE IOWA CnY, IOWA rADG aBAV rtnrne¢ Imo` NOTICE. swen rw II'0^ O40 Linin-ar Lana SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, L.•o�� IAC ]613000 osu®m nEwaxsua. building strop communities. Horth LWarty, IA 5830 9 9 CITY LIMITS TO STAKING, AND JOINT NG I-I`„"'°m,„�;"nam°'"cud"Eaap;eo..""�o'roaaa " CO « L•10 DECuaBER 2011 J55 FIELDHOOK McCLURE" main91--68l-9080 ter els-e8s-9a-5 SOUTH GILBERT STREET, PHASE ya,E �.d, .�AIII �^III.Ea�..E ^.".e M�irII me.". ., 1.ope"...v..mw. 'A� ENGINEERING Co. >�"°"'••""•^ ^"^•^^o c,.,�r N:\Protects\IAC-3613008-00\Design\Plans\L-Sheets\3613008-LI O.Cwg Bruce VonSicMe 1/2/2015 1:32 PM 101 102+00 SYCAMORE STREET ?p ap op 15.7 m Rp K7:z fyT. U U 'r U L-2 McCOLLISTER RAB 8 Krz 14.8' 15V 15.0 15.0 h p � s U KT'2 o- U KL2 a ' p KT.2 a p w 115.7 JOINTING DETAIL 103+00 r.3 _ b CJ'1 1}� .^.4w I i) a w0 t --q C-) CIl { M�fTl A 6� 0 10 20 40 Z 0 GRAPHIC SCALE rADD IOWACITY,IOWA nmaw � +Once. w[n w. BAV I IIS^ 1740 Llnin9er Lena SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC,�..�;� IAC J613008 building strong communities. xarm Liberty. IA 6230 e 9 CITU LIMITS TO STAKING, MID IOINT NG Wyp a m y ,„� L. _ �JSSw _ FIELDBOOK oFCTMBER 2914 MCC L U R E" mein 319-625-9090 fas 319-620.0495 SOUTH GILBERT STREET, PHASE I ra.m. NEI ' `,;,x., �`„'r; ENGINEERING CO. wlONCI N:\Projects\IAC-3613008-00\Design\Plans\L-Sheets\3613008111.ewa Bruce VanSickle 1/2/2015 12:09 PM STA 104+84.59,17.011 L MID PT. FG•676.71 r STA 105+07.68,17.011 L PT 105+00 / FGel176.57 STA 105+30.77, 17.00'L FG+676.43 'STA 109+&.59,17.00' R FG+678.71 MID PT. STA 105107.68,17.00' R- FG+676.57 ml. 105+00 ei o U L 14.8' a L-2 m BEGIN TAPER STA 105+30.77,17.011 R FG=676.43 MID PT. STA 108+3331,17.111 L FGe875.79 106+00 PC STA 106+23.25,17.00' L FGe875.85� 106+00 STA 108 .16,17.39'L FGe875.72 GEOMETRIC & STAKING DETAIL m e U END TAPER STA 107+64.93, 21.57' R FG+674.00 O N O 1.5' ED 1.5' ED +70:T N - �y' m o - � - y VA 107+69.65, 21.58' L mU €.f X675.29 14.1' a n U L-2 MATCH EXISTING NI ,I z STA 107+69.71,7.06-L ,S 0.4' 10.4- I b SEE FOR STAKING DETAILS I I ^y� FOR MEDIANS ME 1 5 NATCH��NG do r STA 107+69.Tf, 08'R KT -2 JOINTING DETAILS 0 bn FOR MEDIANS ry II II 21.58' R L i �STA e107+69.82, END TAPER STA 107+64.93, 21.57' R FG+674.00 O 107+70 1.5' ED 1.5' ED 18.5' B m o mU az 14.1' n U L-2 8.11 1.6ED 1.5'ED L-2 0.4' 10.4- b f v L2 L 11.5' 1 5 r U 5,5, SEE L.19 FOR KT -2 .p KT -2 JOINTING DETAILS bn FOR MEDIANS ry II II 18.5' B 1.6ED 1.5'ED 0 10 20 40 z 0 x == x JOINTING DETAIL GRAPHIC SCALE IOwACITY.IowA N.- ADG gpy 0- II'�^ 1740 UrI.ger Lane SYCAMORE STREET IMPROVEMENTSFIWEISECTION'GE00"MET�RIAC 3613008 buildin SiI00 COtl1RIOOB22_ North Liberty, IA 5231) e 9 CITY LIMITS TO KING, ANJNTG w,o„a,,,,,,,,a,,,,,d„m,,„,w,,,o,e,>,,,,a,.,,,,,,ia,.oKWBER2014 conuuc L.1 2 155 w FIEIDBOOK MSC L U R E" mein 319-628.9090 fax 319-626-D095 SOUTH GILBERT STREET, PHASE I c°^^ T e^'"`" M ," m ", �a .mw -nuc— ... w..•mr-..n. ENGINEERING Cc. N:\Project.\IAC-3613008-00\Desitin\Plans\L-Sbeet.\36130OB-Li2.dwg Bruce VtinStckle 1/2/2015 12:31 PM 180+54 180+00 SYCAMORE STREET GEOMETRIC & STAKING DETAIL Point �9 s Offset 1108 Deacripti0n 1100 179+00 'P 'h, ON 665.52' I SPECIAL LEHK X& k }R � B i s sg6 seas MID PT. 1102 Iw!31r 666.70 \ 1103 I SHAPING �1 667.77 s4, 11,109 66jrC 1105 1106 1 669.02 rn a 180+26.69 (" 669.58' 6Q6 T.rC 669 180+50.64 -00.66 60 ''0 POC 1107 10+31.03 6 s (1193 �� �" \ I�+- 1 sas 1 HfF6 s2pla11 (r s 1t SPECIAL - W --,Ir m 1106 SYCAMORE STREET GEOMETRIC & STAKING DETAIL Point Station Offset Ebvalion Deacripti0n 1100 178+47.96 -14.00 665.52' PC 1101 178+66.48 -14.00 666.36' MID PT. 1102 178+85.00 -14.00 666.70 POC 1103 179+4283 -16.53' 667.77 Mm PT. 1106 180+00.33 -22.25 669.02 PCC 1105 180+26.69 -2996 669.58' MDPT. 1106 180+50.64 -00.66 670.17 POC 1107 10+31.03 209' 670.20 MID PT. 1106 1 10+9.855 1 0.00 670.45' 1 PRC 1109 11+39.90 0.00 670.19' PT 1110 11+0891 7.48' 659.86' PC 1111 180+31.25 9.82 ESSAY MID PT. 1112 179+99.96 17.00' 66890 PT 1113 179+85.58 1790 66856' PC 1114 179+71.44 17.00 668.29' MD PT. 1115 179+57.30 17.00' 667.97' PCC 1116 179+45.66 16.80' 667.76 MDPT. 1117 179+34.03 16.16 667.56' PT 1118 178+71.91 14.00 666.46' PC 1119 178+59.93 14.00 668.24' MID PT. 1120 178+48,D7 1 14.01' 1 666.07 PT Point Station Offset Elevation Description 1121 179+57.27 3.00' 65825' PC 1122 179+71.43 3.00 866.61' Mm PT. 1123 179+85.58 -390' 65896' PCC 1124 180+03.90 -4.35' 669.40 MID PT. 11255 180+21.83 3.3T 669.75' PCC 1129 180+27.68 -10.44' 669.85' MID PT. 1127 180+33.43 -12.80 669.94' PCC 1129 180+40.41 -16.05 670.06' MID PT. 119 180+47.18 -19.80 670.1T PRC 1130 .71 -17.16 670.27 PRC 1131 71 -17.27 67042Y S RADIUS 1132 .75 -4.76 670.19' MID PT. 1133 84 090 670.17 PRC 1134 70 1.67 670.09' PRC 1135 .93 *1179+71."3.00' 190' 670.10 VRADIUS 1136 .64 4.69' 669.88' MID PT. 1137 .78 3.00' 669.6T PT 1138 .58 300' 668.86' PC 1139 .44 3.00' 668.56' MID PT. 1140 .30 3.00' 666.25' PCC 1141 179+57.27 1 0.00' 166825' S RADDS • POINTS 1100-1141 ARE TOP OF CURB ELEVATION a 0 10 20 40 NORTH GRAPHIC SCALE OIo IOWACITY,IOWA tADGBAV AC 3613008 oECEMBE93014 JSSm FIELDBOOK Nwrta '� I'I/e1 1740 UrIagor Lane building51100 COTmVnitieS. North Libert, IA 5239r.m.•a MCC LURE'" 9 maln 319-628-9090 fax 319-626-9095 ENGINEERING Co. SYCAMORE STREET IMPROVEMENTS CITYIIMRSTO SOUTH GILBERT STREET, PNASEI INTERSECTION GEOMETRIC, STAKING, may;,,"`"„�,:;"„a �°, aP: .:,:I: �. .nr o��.°iw..n.e�e��ail.we�n•^"w,. rFMM T tee, rw LA N:\Projects\IAC-3613008-00\Design\Plana\L-Sheets\3613008-L13.dwg Bruce VanSickle 1/2/2015 1:23 PM 1.5' ED 1.5'ED A7g+00 WM SYCAMORE STREET 1go+00 1.5' ED 1.5' ED ASO+54 N b''m 12.2 Kt2 a1y _— m a 15.0 \C(•2 S �1 m 1.5' ED JOINTING DETAIL 1.5' ED RJ LEHMAN R/E \\ 1 B L i 0 10 20 40 NORTH GRAPHIC SCALE nnxH( CYvm el I0WACIN,10WA IF�tLgM �b WeCE. 9BI W' ADS BAV I 0'.' IM Unmger Lane SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, IAC 3613008 IIS _ _ buildingSiIOn COmmUniti25. North Liberty, IA 633D �. DECDnBER 2014 8 max 319- 25-905 CITYUNITSITSTO $TAKING, AND IOINTING wrmeeo �JSSm FIELDBOOK MCC L U R E" lea a19 -62e -DORS SOUTH GILBERT STREET, PHASE """0".n°.q:"w'd."`°:.,,".»: �:.»a::-":.°,<°:.':;'"'^" 1 4 ENGINEERING Co. N:\Projects\IAC 1613008-00\Design\Plans\L—Sheets\3613008—L14.ewg Bruce Van5lckle 1/2/2015 12:28 PM PT STA 14+29.67, 0.01' L FG�670.12 MID PT. STA 10+04.72, 0.02' L FG=670.05 PRC STA 10.19.58,0.02' L FG=669.97 MID PT. STA 10+30.45,1.88'R FG=669.00 PCG STA 10+39.66, 7.24' R FG=669.62 69 MID PT. 992 STA 10+53.69, 27.01' R I FG=669.07 -2. PCC 57A 10+59 66,53 06FG=.52 gYGAMOR cJ k O� pP ^x LEHMAN RAB RADIUS PT. STA 11+09.95, 70.00' L 1 '0. x 0 00 a PCJ STA 11+39.90, 0.00'R MID PT. FG=869.69 STA 11+66]0, 0.00' L FG=669.90 e) GEOMETRIC & STAKING DETAIL MID PT. STA 13+25.19,12.09' R FGm670.23 PCC STA 12+15.32,8.88' R FG=669.06 MID PT. STA 12+05.52,2.34'R FG=669.59 PRC STA11+93.50, 0.01-L FG4118.95 PCC STA 13+06.37, 4A4' R FG=670.43 MID PT. / PC STA 10+89.74, 20.17' R +1 STA 10+81.64, 56.96'R FG=668.93 PT FG=668.40 I STA 11+08.91, TAB R .�.� C-) Q1 FG=669.36 cJ k O� pP ^x LEHMAN RAB RADIUS PT. STA 11+09.95, 70.00' L 1 '0. x 0 00 a PCJ STA 11+39.90, 0.00'R MID PT. FG=869.69 STA 11+66]0, 0.00' L FG=669.90 e) GEOMETRIC & STAKING DETAIL MID PT. STA 13+25.19,12.09' R FGm670.23 PCC STA 12+15.32,8.88' R FG=669.06 MID PT. STA 12+05.52,2.34'R FG=669.59 PRC STA11+93.50, 0.01-L FG4118.95 PCC STA 13+06.37, 4A4' R FG=670.43 LEHMAN AVE. 0 10 20 40 GRAPHIC SCALE NORTH IOWA CITY, IOWA '�� ADG BAV III/^ n4a Llnln6er Lae SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, ""yu".m„'ay „`,°. m��a",°�m� IIL 361300B North LILer1Y. IA 62]1) .. e.a�..�mi.��..mnx..Via�..n,n o, o�`,wy'" '••rw°.. _ _ building strong comm�niti2s. CITY LIMITS TO STAKING, AND JOINTING L.15 OKEAMR 2014 mem ]19-sz9-9090 °rraur JSS� FIELDBOOK MCC L U RE'" „„ Jta-629-9095 SOUTH GILBERT STREET, PHASE "'„'°"'m^",.. `u,a ..... an=.,..°a �,. � _,.°,. �.^.,Ae.e� ”°°,., ENGINEERING Ca. N:\Projects\IAC-3613008-00\Design\Plans\L—Sheets\3613008—L15.dwg Bruce VanSickle 1/2/2015 12:19 PM N O C3 `— Cl � 7 +1 I F� 1� .�.� C-) Q1 1 6 B MID PT.--�" 'J STA 12+64.90,31.44'R , 1� 10 FG=669.74 •• PRP STA 12+59.19, 87.99' R FG=669.38 LEHMAN AVE. 0 10 20 40 GRAPHIC SCALE NORTH IOWA CITY, IOWA '�� ADG BAV III/^ n4a Llnln6er Lae SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, ""yu".m„'ay „`,°. m��a",°�m� IIL 361300B North LILer1Y. IA 62]1) .. e.a�..�mi.��..mnx..Via�..n,n o, o�`,wy'" '••rw°.. _ _ building strong comm�niti2s. CITY LIMITS TO STAKING, AND JOINTING L.15 OKEAMR 2014 mem ]19-sz9-9090 °rraur JSS� FIELDBOOK MCC L U RE'" „„ Jta-629-9095 SOUTH GILBERT STREET, PHASE "'„'°"'m^",.. `u,a ..... an=.,..°a �,. � _,.°,. �.^.,Ae.e� ”°°,., ENGINEERING Ca. N:\Projects\IAC-3613008-00\Design\Plans\L—Sheets\3613008—L15.dwg Bruce VanSickle 1/2/2015 12:19 PM y SYCAMOR= CA ,L a KT -2 K 2 m o' 3' 10.1 L-22 L-2 O 4 q U 1 �ED ED LEHMAN RAB 3.0' m 13.0' a � a 150 JOINTING DETAIL N L'7 c:i CJl �_^ ..once artnxo. ,IOYMI ADG BAV 'I0^ U40 LIWlga L. J Q3 INTERSECTION GEOMETRIC, IAC 3613M ~ X" m STAKING, AND JOINTING oeom°. nmcnxo. oECFMgER:gld 15S FIELOBOOK M-0 6.6]3TT MSC L U R E'" n i1gAZB.gg2317 m. lax 310.826.0005 SOUTH GILBERT STREET, PHASE PHASE >r�"•".-=""..s°mm°m..,n°.°n°"�".°n°,...m...."wmwa°.w+..wv...,.a. C0 LEHMAN AVE. 0 10 20 40 GRAPHIC SCALE NORTH III IOWAC �_^ ..once artnxo. ,IOYMI ADG BAV 'I0^ U40 LIWlga L. SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, IAC 3613M building strong communities. Nmai Liberty,IA CITY LIMITS TO STAKING, AND JOINTING oeom°. nmcnxo. oECFMgER:gld 15S FIELOBOOK 6.6]3TT MSC L U R E'" n i1gAZB.gg2317 m. lax 310.826.0005 SOUTH GILBERT STREET, PHASE PHASE >r�"•".-=""..s°mm°m..,n°.°n°"�".°n°,...m...."wmwa°.w+..wv...,.a. ENGINEERING Cg. N: Prgieots\IAC_ 3613006-00\Design Plans L—Shits 361MO0 16.6W0 K.W Ch.dzlnski 1/2/2015 12:43 PIA LEHMAN RAB SPECIAL SHAPING SPECIAL SHAPING 182+00 TRANSITION 1236\ 1219 \� 1221 GI 1233` -`L� 1230 1220 N 1222 1223 7224 1 _ _ A 1226 1231 I D xenae V IO WA CITY, IOWA rADG BAV IAC CrrV,l0 DECWRER 2014 JSSa FIEWBOOK N:\Projects\IAC_MI1 B-W\Design\Plans\L-Sneels\3f iSickle 1/2/20151:35 PM LEHMAN AVENUE GEOMETRIC & STAKING DETAIL Point Station Offset Elevation Description 1200 182+12.22 -29.911 6)0.24' MDPT. 1201 182+72.34 -16.76' 669.88, PRC 1202 182-78.56 -16.73' 689.81' MDPT. 1203 182+84.77 -16.4T P�.W PT 1204 183+75.W -14.W 689.17 BOC 1205 183+75.00 14.W 669.17 PT 1200 183+82.50 14.W 669.27 MDPT. 1207 183+60.00 14.W BSI PC 1208 182+24.75 16.88' 67'0.11' PT 1209 182+11.95 1 18.70 670.18' MDPT. 1210 181+99.36 21.31' 670.25' PCC 1211 181+89.43 24.16' 670.30' MID PT. 1212 181+79.83 27.83' 670.36' PCC 1213 12+59.16 OW 6M.W PC 1214 181+80.28 A9.91' 670.78' PRC 1215 181+7976 -19.04' 670.78' 1' RADIUS 1216 181+90.09 -15.28' 6MJ1' MDPT. 1217 182+OO.W -11.34'870.64' PRC 1218 182+05.98 .9.38' 670.00 MDPT. 1219 182+11.95 -7.68' 670.56' PCC 1220 182+24.15 5.02' 670.47' MID PT. 183+00 =-t eej gyp_ a Point .mvow Station Offset Elevation Description 1221 182+36.46 3.59' 6)0.39 PCC 1222 182+45.57 3.15' 670.33' MD PT. 1223 182+51.69 3011 6/02T PT 1224 182+79.14 3.W 670.11' PC 1225 182+79.14 3.00 670.111 PRC 1226 182+79.14 0.011 670.10 TRADIUS 1227 182+66.91 3.W 670.16' MD PT. 1228 182+5t.69 3.00 670.27 PRC 1229 182+32.41 3.00' 670.33' MD PT. 12M 182+10.14 3.W' 670.43' PRC 1231 182+01.09 3.74' 670.46' MDPT. 1232 181+98.12 4.87' 670.49' PCC 1233 181+00.76 B.BS 670.53' MID PT. 1234 181+83.66 9.49 610.57' PRC 1235 181+79,67 6.16 670.63' PRC 1236 181+82,55 6.71' 670,W 3' RADIUS 123] 181+00,56 L.35' 670.71' MIDPT. 1110 =% 1740 UnImer Lane SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, buildingstrong COmmuni1ie5. N.Oh L@arty, IA 52317 MCC L U RE' 9 ..In 019-azaA090 CITY LIMITS TO STAKING, AND JOINTING ENGINEERING Ca. fns 319-120-9096 SOUTH GILBERT STREET, PHASE POINTS 1200-1237 ARE TOP OF CURB ELEVATION a e 111 0 10 20 40 'i NORTH GRAPHIC SCALE e:° s -1., - mem L.17 ry b C'3 CZ cn m Lai `rn POINTS 1200-1237 ARE TOP OF CURB ELEVATION a e 111 0 10 20 40 'i NORTH GRAPHIC SCALE e:° s -1., - mem L.17 \ O n-� LEHMAN RAB c3 l n pU p O m_ 13.1' id.6' 17.3' KT -2 KT -2 KT -2 b'o ap - o U ---------- 1.5- ED ___-- �--_- 15 ED 5 ED J 1.5' EO JOINTING DETAIL LEHMAN AVENUE 1.5ED 0 10 20 40 NORTH GRAPHIC SCALE IOWA M, IOWA �^ ro�ice ws, w_ ADAC ]61]008 G BAY 00a^ 17"unln-ar Lana SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, I'I� so ....w �n.. of w.nin.,m.m..•'•wm....x.n.".. x.. ww",°mr..-11-U.. n..m`w•. p _ _ building strong COmmVniliz5. 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FG=675.59 STA 107+89,84, 0.00' L PC STA 107+89.84, 5.06 L PT 108 + DD FG�75.57� �FSTAG=67L+89.8/ 5.00' R GA75.63 6" MMA SIDEWALK CONNECTION 184+70.00, LOT L 1 MATCH EX157ING STA 184+70.00,14.00' R GEOMETRIC & STAKING DETAIL 0 0 10 20 40 ItIIP E NORTH GRAPHIC SCAL IOWACRT,IOWA rADG oBAV ' ��� MID PT. J IIA^ 1740 LInin9nr Lm+ SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, IAC 341 ]COs _ _ r. ^e^ buildingSifOn COmmUnitiOS. Nomas Liberty, IA 54317 9 STA 87r06.16,95.60 -R $TAKING, AND JOINTING e ^a•,", a.,m,<...m.............A��,,.. aay... ,,...n.o.am.. ai.we 4k: DKFMBER 3014n 155 FIEIDBOOK m� ]19-836-9090 CE URE" tax 019-636-9095 rtcll SOUTH GILBERT STREET, PHASEI ,,,,,..�...m,.,..aonam.e..,,n,a.e�e.�,,,.w,,.,,.. m...ma....,a.,.mo,....�mm,,..NEERING STA 66+96.55, 42.00' R MID PT, STA88+97.76, 66.STR y OO\Desinn\Pians L-SM1eets\3613006 L19A.. KeI CM1udzinskl 1/]hnts IP4] MATCH EJOSTING 7A PRC STA 87+07.38, 1128TR 6p STA 87+01.96, 81.09' R I MOIRA AVENUE BTA 107+81,84,F 67358 lJ 666.43 PG ILLI ri STA 86+96.55, 51.50' R cl n� UNIFORM TRANSITION STA 107+84.84, 500'R ^] F- I STA 107+74.81, 5.00' L FGa675.62 U) 666.63 FG -871 PC ' ' STA 107+74.M, S." 0-. a� lL O NI t MATCH EXISTING STA 107+69.K 8.00' L FG,475 82 --1 -4z STA88"I 112.61' R FG•675.57 PT U I a+w Q 666.43 MID PT. BTA 107+68 SOg R Cn 0 ' $ STA 86+83.67, 9631' R PRC ® RADIUS PT. FGb75.62 -ti" - (TI 6"n y MID FT. STA 86+T8.96, 81.06 R STA 107+69.84, 0,00'L U U `FF} .1.3n —1C STA 86+7415, 66.60' R MID PT. LU PC STA 107.54.84, 0,00' STA 86.72.55, 51.50' R FG=675.68 Q w 5 1D GEOMETRIC & STAKING DETAIL 0 0 10 20 40 ItIIP E NORTH GRAPHIC SCAL IOWACRT,IOWA rADG oBAV ' ��� IIA^ 1740 LInin9nr Lm+ SYCAMORE STREET IMPROVEMENTS INTERSECTION GEOMETRIC, IAC 341 ]COs _ _ r. ^e^ buildingSifOn COmmUnitiOS. Nomas Liberty, IA 54317 9 CITY LIMITS TO $TAKING, AND JOINTING e ^a•,", a.,m,<...m.............A��,,.. aay... ,,...n.o.am.. ai.we DKFMBER 3014n 155 FIEIDBOOK m� ]19-836-9090 CE URE" tax 019-636-9095 rtcll SOUTH GILBERT STREET, PHASEI ,,,,,..�...m,.,..aonam.e..,,n,a.e�e.�,,,.w,,.,,.. m...ma....,a.,.mo,....�mm,,..NEERING CoN:\Projects\IAC_3613006 OO\Desinn\Pians L-SM1eets\3613006 L19A.. KeI CM1udzinskl 1/]hnts IP4] STORM SEWER '°°-fi0 • Bid Item For SW -545 INTAKES AND UTILITY ACCESSES PIPE Design Length, 8101», aM Floxlires are calculated from inside wall to inside wall along CL of esTLnatcd le ih t0 center of structures. No Mdltional length is included at locations where pipe. An adtliti0nal 6 ft length is atltletl To Design Length to account for pipes connect to Flared EM Sections or other pipes with a collar. No. location Station and Offset +Type or Standard Road Plan Bottom Extension W11 Len h•' Nates Elev. FT Lsre Number Intake/ Utility Access No. Class Frpn To Pipe D1amBtar IN gid" Le h FT Design Length Slope % FT Inle< Elevation Flow Lines Outlet Elevation Pipe Other Profile Nates Elevation Sheek No. 5-81 83+18.00, 20.51 SW -507 664.)9 5-01 5-B2 III 12 8248.5 0.668.29 665.18 5-02 83+25.00,-23.69SW-507 jElv. 664.50 5-02 5-05 III 15 SIl 114.2 0.47 fi65.00 664.46 5-03 84+25.00,6W-512 (24' Type5) 5-035-84 III 12M33.40.51666.35 665.98 5-04 84+45.00,1] SW-SBJ 664.6] F.2 5-045-05 IIIISM 34.0 2.00 fi65.]B 665.18 5 -BS 84M5.00,17 SW-SBJ _E63 96 5-05 S -BB In IS IBS 1]9.0 1.04 664.36 662.49 S-06 86+40.09,47 SW -512 24' Type 5 665.55 661.55 5-06 S -BJ III 12 34 27.1 0.52 663.30 663.16 5-W 86+30.00 3J SW -809 6fi6.64 662.46 S -BJ $-08 III 35 M 34.0 1.38 662.96 662.49 S -BB 86+30.00 -17 SW -509 666.64 661.89 5-00 5-11 III 18 220 214.0 0.80 662.39 660.67 5-09 88+50.80 47.8 SW -532 24' T 5 664.00 668.00 P-09 5-09 5-18 III 12 33 26.8 0.52 661.90 651.]6 5-10 ae+50.80 17 SW -50] 665.19 661.06 P-30 5-30 5-11 III 15 M 34.0 0.53 661.56 661.38 5-11 88+50.00 -17 SW -507 665.19 550 .07 P-11 5-31 5-14 III 24 IB] 181.0 0.40 660.5) 659.84 8-12 90+25.00 4M1 SW -512 24" Type 5 664.13 668.13 P-12 5-12 5-13 III 12 31 25.0 8.48 660.85 668.13 5-13 98+35.00, SJ SW -507 664.2] 668.03 P-13 5-13 5-34 III SS 40 34.0 8.50 668.53 668.36 5-14 90+35.00, -D SW -507 664.2] 659.24 P-14 5-14 5-I6 III 24 79 R.5 8.40 659.74 659.45 5-I5 91+09.43 -56.5 SW-SB9• 665.80 659.15 *5-15 is ark of Daniel P1. lens P -is 5-15 5-16 III Ig 37 30.5 0.49 659.65 659.50 2 Use [lass 0.-4 bedding 5-16 91+12.00 -19.5 SW -401 60" 663.95 658.85 P-16 5-16 5-18 IIZ 24 lag 303.5 8.41 659.35 658.93 8-17 92+28.00, 17 SW -507 663.34 658.45 P -IJ 5-17 5-18 IIZ 18 40 34.0 0.50 658.95 658 Je 2, Use Class R-4 bedding _ 9-18 92+20.08, -ll SW -50] 663.34 658.33 Pae 5-18 5-19 III 24 116 189.0 0.40 658.83 658.39 5-19 93+35.00,'-17 SW-SB9 662.83 65J.J9 P-19 5-19 5-27III 3e 40 34.0 0.41 558.29 658.15 5-i0 99+30.00, 39.22 SW -587 61).33 6)2.01 P-20 5-20 5 -Il In 15 48 41.9 8.50 6)3.31 673.10 5-21 99+29.00SW-507 6JJ.26 6)2.50 P -Il 5 -Il 5-23 III 15 181 174.8 3.32 6)3.08 667.20 5-22 97+50.00, 17 SW-SBJ bR.02 666.8) P-22 5-22 S-]3 III 35 40 34.0 0.50 66J.3J 667.20 5-23 97+50.00, -17 SW-SBJ 6)3.02 666.50 P-23 5-23 S -B In 15 281 195.8 3.26 667.00 660.64 5-24 95+50.00, -62 DR -202 (4l"#]") N/A R4 P-24 5-24 5-25 III 44x2] 43 48.0 8.40 660.00 659.84 3 5-25 95+50.80 -1] SW -508 Mod fi64.10 658.74 1 P-25 5-25 5-26 III 59x36 48 34.0 0.41 659.24 659.10 2, 3, Use Class R-4 bedding 9-26 95KB.B0, 1] SN -508 Nod 664.10 658.50 1 P-2fi 5-2fi S -Il In 42 216 209.3 0.41 659.00 658.15 5-Z1 93+35.00,'17 SW -545 Nod 663.83 65).55 3'-10 1 P -P 5-27 5-28 DIP 42 23 28.0 0.50 658.05 65].95 4 5-]H 93+35.00,d2 R-203 42") N/A NA 8-31 103+00.80, 17 SW-SBJ 61).86 6]3.60 P-31 5-31 8-33 III IS M 34.0 0.41 6]4.10 6]3.96 2, Use Class R-0 bMdi N 5-32 102+58.00, -61 SW -512 30' T 5 6]).31 31 P-32 5-32 5-33 III 15 69 62.9 1.38 674.93 -674.06 5-33 103+00.00 -IJ SW-SBJ 6)].86 613.36 P-33 5-33 8-35 III lg 253 246.8 0.48 fiJ3.86 6J2.gJ C, SLY 5-34 185+50.08 17.33 SW-SBJ 6)6.31 6)2.31 P-34 5-34 5-35 III 15 43 34.3 8.41 6/2.96 6]2.82 2 Use Class R-4 bedding 0 5-35 105+50.00, -17 5W-507 6)6.31 672.27 P-35 5-35 5-38 SII 24 300 193.6 8.40 6)2.n 6]1.99 5 »� 5-36 107+50.01 20.91 SW -509 675.28 671.28 P-36 5-36 5-38 III IS 49 42.4 0.40 6]2.16 671.99 2 Use Class R-4 beadding 5-37 10J+50.00 -38.5 5W-512 (24" Type 5 675.55 6)3.55 P-3] S-3] 5-38 III 15 20 13.3 1.51 672.90 6]2.]0 i 'i 5-38 5-39 107+50.80 -21.37 10]+96.80 -23.] SW -509 SW -211 675.26 6]5.83 6)1.26 N4 P-38 5-38 5-39 III 24 48 41.4 0.41 6]1.85 68.68 6, Connection to 8-39 Ss a bid item - ' 5-50 180+88.00, 16.64 SW -507 668.40 664.26 P-50 5-50 5-51 III 12 46 39.2 0.43 664)6 664.fi0 C J 5-51 180+00.00 -22.23 SW -507 668.52 664.00 P-51 5-51 5-53 III 12 347 140.6 1.58 664.50 662.38 5-52 178- s0 14 SW -507 665.61 661.61 P-52 5-52 5-53 III 12 34 28.0 0.43 fi62.4B 662.28 8-53 178+52.50 -14 SW -597 665.63 661.61 P-53 5-53 5-54 III 13 39 35.9 9.5B 662.18 663.00 5-54 170+3].1], -28.94 R-201 12') N/A NA 5-fi0 182+30.01,16.37 SW -507 669.61 665.61 5-60 5-61 III 12 46 39.2 0.41 fi6J.0B 666.84 5-63 182+35.00, -23.49 SW -50] 669.58 665.58 -61 S-fil5-63 III 12 13J 130fi B.J4fi6J4665]8 5 -fit 183+)0.00,14SW-50]6666466 S -6Z563 III 123428.80.4366590665.]8 5-fi3 183+)0.00,-14SW-50] 668.fi6664.66 5-635-6iIII123629.4 0.41665.fi866556 5-64 183+88-41.5SN-51230"Te5)668.]4664]4 5-64565III12136132.40.665.4666458565185+3836.5R-201(12")WANANotes: construction. OP 1. See Oatail Sn 8 -sheers 2. Pipeis wikhin subgrodepreparation zana5 Take special cfvant age df0a. 3. Pia is Reinforced ConcretePipe-Arch 4.Pia ss DuctileIron Pia meetinIowaCitMunicipal Desin Standards ieun shallbebentwithin manufacturerss<ifica<ionstoremainaralleltoroadwacurvature 6. Szemy be required for excavation ad aceto to existing road to prevent dabage to ave�rR. This is incidental to the pipe ADO FADG° HAV _ _ ne.oECFMeER ��155a FIELDBOOK IOWA CT', IOWA IAC 3613008 ]Du mwxxf ��� 'I4� building strong <O,IlrtlunifiES. MSC L U R E'" e 9 ENGINEERING Co. 1740 Lining., Lane North Liberty,319-6IA 6'131] lex 318-e28�0ogfi fox 19-52 -9095 SYCAMORE STREET IMPROVEMEMS CITYUNITSSTREET, SOIRH GILBERT STREET, PHASE) STROM SEWER TABULATION ITEMS "o'^emm«m`°""°^"°•�°^•°^e °x.., n..b.-c' rvb o -.um wnew rve. rwwr. mrva°.mr wn y.ar�....m in..m��• a•°..�n.r�...r..a....na.n. rvw"em.wam:,.mr..am. w..mr.. e�m... .,.°..,.a,.°mm.w...m..wws.e..a..n.....we:m.wn..moa or - M.O1 N:\Projects\IAC_3613008-00\Design\Plana\3613008 N.dwg Aaron Granqul.t 1/5/2015 12:09 PW construction. N \Projects\IAC_3613006-00\Design Plona 3613003 M.Ewg Aaron Grenqulet 1/5/2015 12:47 PM / +It PROSPECT FARMS GRADING LIMITS / 5376 20th STREET SE / U01C7: I 0 25 50 1 lUU IOWA CITY 52240 \ - EXISTING SANITARY SEWER SANITARY SEWER (BY OTHERS) j / + I I $ I EXISTING ROW(TYP.) . 56 ,� f NORTH GRAPHIC SCALE -- RIP RAP (4' x 6'x V) r ,// �•• /� \\ TIM 4 DEBRA LEHMAN s p / 4715 CANTERBURY CT CONSTRUCTION LIMITS (TYP.) - / ��'�- % 1 \\` IOWA CITY 52245 PROPOSED ROW(TYP.) RIP RAP (4'x6'x1') i I __– ' sal I II B---- .. �� _ I o u 0 0 0 ° __________ ____ 55 66 ___ =8-64— _–_ Saop =3-53 _54- 1 P + _ 0p S-63 * 8 s -6s 179+00 _ — — _ Csao ---- . B - I— - '-- � 183+00 – F -2 _ _ r0 F0 r0 ro ro ro I Po �,,. -� _-_--_- — _ + 0 Q _ 184__ � II __-- ---ro_ ------"– �i-w Csaz, ��_ � p SUBDRAIN CLEANOUT 0 0 7�'' 8 0+00 N i GRADING LIMITS ..' GLENN E BROWNw 4283 SYCAMORE ST SE I PROPOSED 18" WATER MAIN jZ - �d EXISTING SANITARY IOWA CITY 52240 j CONSTRUCTION LIMITS(TYP.) q ` �F' SEWER FORCEMAIN VALLEY 1 PLEASANT EY LP ��� ¢ 1 1301 S GIALL ST IOWA CITY 52240 I PLEASANT VALLEY LP EXISTING SANITARY SEWER �� j 1301 S GLBERT ST -- IOWA CITY 52240 j – Ips o '9 C Q !pN N m •r m 'QQ'YY N N N N e7 '/ 61l O _ m _ 1J ` m �p N LL N �i W ISL N N LL N N LL 610 N u y u 32.17 LF 2- — �� 2 OLF 12' .23 LF 1 �, 0.4 A2. 28.00 LF 1 ODD IM�N P-50 y G, 660 `m P 52 R' F F 660 670N d v — 1zLL m 3 3 670 N N 0 di LL _ 4el, _ 0000 0.40 Pa3�'` +38,LF 660 R. ,s �. m F 660 35. LF 12'200ND 0.50% P- ADGp IOWACIWJI A u'nzex� BAV IAC J41J006 �^ IIID^ 1740 Unln9er Lsne SYCAMORE STREET IMPROVEMENTS 'wnce w �mM��; ", „,. ., ;°°„'a°;psi m•n".n �.%,mm�.. a bpi=�r.a . .e..�' e[nw c�166e OECN.1BE0.2614 buildingstrong communities. North Liberty, IA 5239 B mein 319-626 20 CITU UNITS TO STORM SEWER PLAN AND PROFILEo n,.we-e L M•02 FIELDBOOK MSC L URE- fax 319-626-8095 SOUTH GILBERT STREET, PHASE ENGINEERING Ca. N \Projects\IAC_3613006-00\Design Plona 3613003 M.Ewg Aaron Grenqulet 1/5/2015 12:47 PM '\ \\ PROP08ED IN 1 I _ I—\ I PROSPECT FARMS SE IOWA CITY 525376 20th 2407 IOWA CITY COMMUNITY SCHOOLS 1725 NORTH 5 STREET IOWA CITY 5224 }`\ SCHOOL STORM SEWER (BY OTHERS) O 0 Z5 5O 1OO WATER MAN O - \ \ \\ 1 -i I EXISTING ROW (TYP.) 2 SCHOOL SANITARY p\ _ GRAPHIC SCALE PROPOSED ROW (TYP.) SEWER (BY OTHERS) - ELEME ARY S (BY OTHERS - — " / \�` ._. __ _____1_____ ____ GRADING LIMITS(TYP--/.) - �G I ,• _�______- I I ea I 1 0 1 1 S'02 P-02 S-08 -1 SYCAMORE ST. 0 / � I 3-05 �-05 � P48 \ n h Jt v _ } -_ { __:. -... _._- T i T_... T —Ti m 82+ - -- F - - - -I - I- re i - _ I - i 788+0�0 / 83+00 84+00 a 1 85+00 86+00 87+00 \ 7 ----------------- S01. S-aa EXISTING 6" WATER LINE S-07 9 ll \ ® \ (f \\ 8-00 P T \ -E CONSTRUCTION LIMBS (TYP.) I � \ EXISTING 2' PVC ^ I / /• PERMANENT DRAINAGE I PERMANENT DRAINAGE \ \ SUBDIWSION _ WATER LINE c� EXISTING ROW (TYP.) EASEMENT TYP. ( ) � EASEMENT (TYP.) E 1 _., [, KATHLEENLYNCH \ \ I \ TIM & DEBRA LEHMAN I DONNA DASHNER 4288 SYCAMORE STREET SE I ELUS & CATHLEEN SHULTZ I - 4302 MOIR NUCE`E A3`AM4EOIremeaea S\ 4715 CANTERBURY CT I I W4 W owa CITY 52245 IOWA CITY EST BRANCH 52358 I I - It as K m J l0 yI, am W oa O C%Q N 4 LL N LL N fn LL �p p r 4n 7 670 c LL N V LL H LL 670 i 33.41 LFI P-03 J T Frt 2" GOOD –11Z. IJAZ 'p-01-04 h^o�. yo 'Mi,so ! Toa �' P 7 660 �� .1 660 J 670 0 3 670 H tom LL N 114.17 LF 179.00 LF 8" 2000p 1 214.00 18'2000 .80%P-078 660 Q �oornxc 6• 660 Rv NOTES 1. EXISTING 2' PVC SUBDIVISION WATER LINE DEPTH AND LOCATION UNKNOWN. CONTRACTOR SHALL FIELD VERIFY AnG IOWACITY, IOWA BAVY I SEEMS I'f/^ 1740 Uninger Lana SYCAMORE STREET IMPROVEMENTS »a• .. n IAL 3613008 __ OECFMBER 2014 building strong "Urti'r.. xorma Liberty, IA 52317 min 310626-9080 CIN LIMITS TO STORM SEWER PLAN ANDPROFILE w M.03 1W5 FIECDBOOK MCC L U R E" lax 319 626 8085 SOUTH GILBERT STREET, PHASE py " ENGINEERING Co. N:\wabcte\IAC_3613008-00\Oeslgn\Plane\3613008 M.6wg Aaron Granqulat 1/5/2015 8:18 AM N:\Project.\IAC_3613008—W\De.i9n\Plana\3613008JN.dwq Aaron Granquist 1/5/2015 11:57 AM 1 0 25 50 100 IOWA CITY COMMUNITY SCHOOLS I 1 Z 1725 NORTH DODGE STREET d I PROSPECT FARMS IOWA CITY 52245 - w w 5376 20th STREET SE _ 3 f IOWA CITY 52240 SCHOOL STORM SEWER (BY OTHERS) ( ) 1 I o w CONSTRUCTION UNITS (T+Pd GRAPHIC SCALE ELEMENTARY SCHOOL (BY ERS) I I P I — i S-2 'I GRADING LIMB ) 8(TYP •\ EXISTING ROW (TYP.) PROPOSED ROW (TYP.) _________________ j ___________________ ____________T— I I I I a (8-11i ;P-11 �S•14: P -t4 � -16� 8_18 F48� �-18) SYCAMORE ST. - — — — — — — — — — — — — — — — — — — _ — — — — — — — — — �— wMaIIIIIIIIIIIIIIII__ — — — — — — — _ — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — - -t i- 4 —_L_____ s P-120POSED $" WATER LNE m _______ __________ _________ 88+00 89+00 90+00 91+00 92+00 93+00 94+00 +2-0 +00 8-19 — — — — — — — — — — - ?-W — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M1 A 3418 G — —.—----------------------- ___ _-------------- / }=cam _ I 9.28 3=-n ♦\\ // I — 1 ♦ I (SEEWATERMAINL PROTECTION (SEE DUAL IN BSHEEfS) — W EXISTING 2- PVC j j I CONSTRUCTION LIMITS t....) I CONSTRUCTION LIMITS (TYP.) SUBDIVISION EXISTING 2• PVC E%ISTNG ROW (TYP.) PROPOSED I WATER LINE I I GRADING LIMITS(TYP.) SUBDIVISION WATER LINE J I ROW (rY'P.) 1 I KATHLEEN LYNCH j STEVE k NICOLE PAULEN w I :� EXISTING 2' PVC PAMELA ROGERS I MAUREEN GATENS IN 4302 MOIRA AVENUE SE 4,303 DANEL PL SE v SUBDIVISION 4302 DANIEL PL SE 4715 CANTERBURY o IOWA CITY 52240 IOWA CITY 52240 WATER LINE IOWA CITY 52240 IOWA CITY 52245 Cn I K_ g an ca _ 670 91 C to " to J W131 m C2 A m 670 ti Z '2 . 4 3 (2 N LL rA U' 3 V' LL lh rn LL w LL m N W 4 m IIIm m to yy I'T 0 was to N w 119L f/S N 6 rA LL N LL rA N N LL m R' A 23.80 LF 12' 2000D i / O - A \. - U. 110 0.1%P-12 I 1 t 130.52 LF 18' 660 I I - 71 % 34.0LF B' / 660 1 2000D 0. • 6 � I ` - .51% OOOD 0.41 0.On W IERNIIX 4s/ ! �' � MST. 1b• WATERNNN .�ut'0/ 0h 5a�10 .rs. F' 17 .c <. P- 7 \ � � � loose 16• wA11wNNx to to r m m J m m c n m m '4 m VI LL vI 666 18 Ing M F •2000 660 181.00 F 24" 2000 0.40% P-1 72. LF 24" 20 D 0.40 4 P. �i NOTES PR SED 8" WA IIERMAIN 650STn 91 650 1. EXISTING 2" PVC SUBDIVISION WATERLINE DEPTH AND LOCATION UNKNOWN. CONTRACTOR SHALL FIELD VERIFY In IOWA Cm, lows t�G $AV 3613006 anfaxx ^ �North 1740 Lirar.,7 Lene SYCAMORE STREET IMPROVEMENTSIAC 6tron9 eOmmvnitieE. Lib"r1. IA 32317 520 CITY LIMITS TO STORM SEWER PLAN AND PROFILE Rr..x,xDfCFM6E. MO/} R01A FIELDBOOK C_building M CLURE" mein 318-6]6A TeX 319 -636 -Boas SOUTH GILBERT STREET, PHASEI o'"°'sM.°..�.rn"e."•"m.,""w;e�m"."".�.'�cou.ro'pc`"�..'""� ENGINEERING Co. N:\Project.\IAC_3613008—W\De.i9n\Plana\3613008JN.dwq Aaron Granquist 1/5/2015 11:57 AM N:\ProNcteVAC_3613008-00\Design\Plane\3613008 M.dwg Aaron Gronquiat 1/5/2015 12:49 PM RIP RAP (6' x 6'x 1) CONSTRUCTION LIMITS PROSPECT FARMS (TYP.) 5376 420th STREET SE IOWA CITY 52240 -� / FUTURE MCCOLISTER AVE. GRADING LIMITS (TYP.) \ . — — — __________________________ `\�\ '•\ I—_____— --rtS-25 ---- PERMANENT DRAINAGE PROPOSED ROWITYP.) ��_\/ ��� — EASEMENT(T'P.) __tiG---- ���`` \ S:7. jEXISTING ROW (TYR) /,• __ ___________________ .._0.�.._.. _L._.._....._.._........_..—.. _..._..�........ .. �.. .. _.._.._.. _.. - 'O—.._ ' L23 5.23 � L7) SYCAMORE ST. N _ f T i T T T T T T _ g +00 -- ----- 96+00 97+00 98+00 99+00 1 0 00 1 1+00 102+00 — — — — — — — — — — ---------sem ---------- -----.a G_ w ______6.� bSL_ �_ \ _ _ -.— _T .. .. T ...t-- i CONSTRUCTION LIMITS (TYP.) I SUBORAIN CLEANOUT (TYP.) I _ `� I ' I( MAUREEN GATENS EXISTING ROW (TYP.) ) I I 4715 CANTERBURY CT j / IOWA CITY 52245 0 25 50_ 100 GRADING LIMITS (TYP.)Z I MAUREEN GATENS JOHN HAIGH 4715 CANTERBURY CT j 4236 SYCAMORE ST SE IOWA CITY 52245 i IOWA CITY 52240 —y _ GRAPHIC SCALE 660 J N v) 680 m N �y N` OT�M__ iz Ur 0.50% v 8 A -20 670 ' s��, 670 S N D O. o rJ2 LL rJt P-22 IN % (,.� r/ m 680 VJ % LL N 40.00 F44x27 A2 F O n ____ ___ — 666 5 40% 36 D '' f e FY 9' QFv_a. 670 26 S-25 W -54 5L IM SW -545L Od G: 684.10 FG: 664.1 _ —�— '2, ' 3 vpo 660 660 <� L: 659.00 e�C• BAV IOWA Cm, IOWA ""a°"' /"'� ^ n40 Longer Lane SYCAMORE STREET IMPROVEMENTS M z.mo.. an w'"° IAC J613090 building strong commune.{>- Namalo Liberty, 9o9o1J CITY LIMITS TO STORM SEWER PIAN AND PROFILE . ` M.05 awumw )SS anamos.o. FIELDBOOK DECEMBER 201a M�CLURE" lax 319-626-9095 SOUTH GILBERT STREET, PHASE I T°0n° >� wenR- ENGINEERING Ca. N:\ProNcteVAC_3613008-00\Design\Plane\3613008 M.dwg Aaron Gronquiat 1/5/2015 12:49 PM N: \PrOJectH\IAc_s6t soDe–W\Dealgn\Plana\3613008_N.tlwg Aaron GrOnquist 1/5/2015 B:45 AM PROSPECT FARMS 5376 420th STREET SE I PERMANENT DRAINAGE GRADING UNITS TYP.) IOWA CITY 52240 I EASEMENT (7YPJ I � EXISTING ROW (TYP.) � j 5-32 .. __________ PROPOSED ROW (TYP) � I I — — — — — — — — — — — — — — ,.P3 — -37 n . .. 1 -- T T T T i— rrg —'—T P -38:r SJ F:�7 ClT .. 102+00 10 00 104+00 105+00 ` - —� 106+00 107+00 I- --------- ------------------------- — vomLf rn S . 31 — — — S. 4 — — — — — —_ _ _ _ � m ]9s _ 536 i _ ___ __ 17 ___ j I i I i EXISTING ROW (TV.) CONSTRUCTION LIMITS (fYP.) I I 0 25 50 100 Z GRADING LIMITS (TYP.) I MAUREEN GATENS 4715 CANTERBURY CT _ IOWA CITY 52245 j GRAPHIC SCALE N 660 N3 m �m ad �� 16 �� 680 vs n d1 LL N LL LL N LL l`1 LL N (h ,\ 1325 LF 15' D1.50% 37 34.00 LF " 2000 - PF•^Q 20C D 0.40% 42.39 LF 52000D 670 tea$ 61"' s�2�' FOL. 1LP 10 2 0. n� 670 Y m 680 LL p S SVY 509S EX TING FG:r4l.41 F 75.83 ��'y 246183 LF 18" 2 D 0.40% 33 193. LF 24" OD;0.40%35 LF 24" ��$ 1 P36I sem? 670 670 610 ngn. 660 660 rADG BAV IOWAC", IOWA s �^ ^ 00 1740 Unin9ar Lane SYCAMORE STREET IMPROVEMENTS ^ „o„gyp •^r^��^•°+c^^o^^•^�^„�^b a1^•w^eun-11,11-r,..s.m.-1,1 •�.. x..., u„^11",- ,.„ r.n sr„ yx[n+o ea IAC 3613MIIS DECEMBER 2011 building strong communities. Norm Liberty, IA 52017 mala 018-828-9090 CITY LIMITS TO AN STORM SEWER PIAN D PROFILE ^'° °” ^ "° b"' °~•A�" M•06 1556 FIELDBOOK MSC L U R E” lax 319-6213-5095 SOUTH GILBERT STREET, PHASEI „r,,,.,.,„,".eo,,,,n,..."m,„MM..,,,.°a,..i,:T,.w,,,.,. en�MT.o�:m'°`"0`' ENGINEERING Ca. N: \PrOJectH\IAc_s6t soDe–W\Dealgn\Plana\3613008_N.tlwg Aaron GrOnquist 1/5/2015 B:45 AM n:\R9KCtB\IRc_3613UUB-W\Design\Plans\3613006-1.dwg Kevm Chudzineki 1/2/201512:52 PM 1 0 25 50100 J Q w FREEBOARD CONSTRUCTION LIMITS (fYP.) WSEL 70'4)"01w PROPOSED PERMANENT GRADING LIMITS (TYP.) DRAINAGE ACQUISITION OS: -16 57 L10 GRAPHIC SCALE w�li��l��-' r BEGIN CHANNEL NORTH 0 STA. 11+57.10 ro.-0- ROCK CHECK DAM 1 e (STORM OUTFALL) STA. 14+90,00 STA: 11+86.88— — ----- - — — — — — — — — -- — — — — — — — ------9 OS: -16.57L 0 0 0o O o o 0 O 0 0 (D - - - - - - -- - - - - - - N c') 0 c0 n - AIX X V T i v i r. ,STA: 11+86.88 T'--- —�— ---�.-[7 - OS: 16.78 R I AREA OF REVETMENT I 50'-70' CONSTRUCTION EASEMENT (VARIES) Prop. fII T MATTRESS ENERGY Line I DISSIPATION 1 1 70.0'PROPOSED ACQUISITION Varies �I AREA OF REVETMENT MATTRESS - EXISTING 2' Freeoar bd SLOPE PROTECTION STA: 11+57.10 i GROUND � I OS: 16.79 R Varies ice— 2.6' EXISTING PARCEL I I WATERMAIN PROTECTION - I Q WSEL 11 = 100 BOUNDARY (SEE DETAIL IN B -SHEETS) 10 1 o at r Varies 4' Varies I EXIS ING GR UND 665 665 PROPOS D GROU qD ROC.K CHECK DAM 1 c 660 B GIN CH NEL -E' 660 E EV. 657. 0' BOTTO OF CH NNEL I .. — C?Or i PROVIE E FORE Y WITH 655 V HIGH WEIR AS HOWN 655 12 00 13 00 14 00 15 00 16 00 1 1 17 00 18 00 if 10wncm,10Wn ADG BAV IAC 3613008 �^ I'/ 1740 Unin6er Lane SYCAMORE STREET IMPROVEMEMS -----m-a.•w.+nmPaeun=m•°s.�n.° ..n.^°^. r�bi.„r,.,.,n.,. r.a '^°�°'^ ^°"^„^�'^ �JSSe DECEMBER 2014 /y1oC L U RE'" buildingstrong communities. North Liberty, IA 52317 9 main 319-528-9090 CITY LIMITS TO STORM SEWER PLAN AND PROFILE � M.07 FIELDBOOK ENGINEERING C-. fax 319-62e-9095 SOUTH GILBERT STREET, PHASE[ "^"°"°^°a°^°mm'^•^'"`°°°^'^"^"...m..•n,..,..em.�c.-a.^�nmc..°.m. ro...e.,na,. a,.w s w -m n ^..,. e.e w ^.n.nmu a°.w^. m... tim, rn. aw�^m n:\R9KCtB\IRc_3613UUB-W\Design\Plans\3613006-1.dwg Kevm Chudzineki 1/2/201512:52 PM N:\Projects\IAC�513006-00\Deslgn\Plans\3613008J.6wg K"n Chud0n9l 1/2/201512:50 PIA i DO NOT DISTURB CONSTRUCTION LIMITS (TYP-) AREA I . \WETLAND F— Q,, FREEBOARD I END OF CHANNEL \ Ii0'-0• STA. 23+81.32 i STA: 19+1B.68 PROPOSED PERMANENT - MATCH EXISTING OS: -20.20 L GRADING LIMITS (TYP.) DRAINAGE ACQUISITION GROUND \ — — — — — — — — — — — — — — — — .� C N � N V4 N - 7w-VROCK CHECK DAM 3 STA: 18+00.79 STA. 21+90.00 OS: -20.20 LSTA: . 68 / 2.20 R I AREA OF REVETMENT STA: 18+00.79 MATTRESS SLOPE OS: 12.20 R PROTECTION EXISTING PARCEL BOUNDARY / j jI CONSTRUCTION LIMITS (TYP.) i Qma WSEL ! { 0 25 50 100 o z { 17 00 — GRAPHIC SCALE N 665 �' 665 c EXIS ING GR ND _ rt -T3 660 ROCK CHECK DAM 2 E OF CH NNEL -�- '"' -' [ 660 BOTTOI A OF CHA NNE LC.J _ 7 -0.16% 655 655 REVET AENT MArFRESS SLOPE PROTEC ION 18 00 19100 2+0 21 t00 22 00 23 00 24+00 Iowa arc, Iowa ADG RAV IaC 3613009 1'I�� SYCAMORE STREET IMPROVFMEMS mn�, rr DECfMBERlou C C L U RE'" 9 North LIMIY.wIAL6201Y building21fOn communities. msN 312A2B-9020 CRY LIMITS TO STORM SEWER PLAN ANO PROFILE" M.08 J55 FIELDBOOK M fss 212 9026 SCLM4 GIlBERT ^ ^,.. ENGINEERING Cc. N:\Projects\IAC�513006-00\Deslgn\Plans\3613008J.6wg K"n Chud0n9l 1/2/201512:50 PIA NOTES 1. THESE IMPROVEMENTS ARE WITHIN A CITY WETLAND BUFFER. 2. CARE SHOULD BE TAKEN TO MINIMIZE IMPACTS TO WETLAND AREAS. 3. EXCAVATE EMBANKMENT TO ACHIEVE FINAL GRADES. 4. COMPACT SUBGRADE. 5. PLACE T PCC PER ELEVATIONS SHOWN. 6. PLACE REVETMENT MATTRESS SLOPE PROTECTION. 7. RESTORE ADJACENT GROUND. EXISTING LAGOONS ACCESS DRIVE N: 597224.39 i E: 2184784.04 MATCH EXISTING N: 597232.71 E: 2184778.48 CONSTRUCTION LIMITS (TYP) MATCH EXISTING I I � G2, Ieo T OZ I I I 1 EXISTING 12" PLASTIC PIPE (UAC) FL = 655.43 I N: 597215.36 E: 2184752.21 EL. = 655.50 I I I I GRADING LIMITS (TYP.) i i - - - - - - - - - - EXISTING TOE OF SLOPE PROPOSED OUTFALL CHANNEL 1-7 _ __-_--m _ --- _1--+t-+-- � CONSTRUCTION LIMITS (TYP.) EXISTING TOE OF SLOPE EXISTING 12" PLASTIC PIPE (UAC) ` FL = 654.94 N: 597207.12 EXISTING WETLAND AREA 2184757.94 cE: EL. = 655.30 N: 597187.92 E: 2184713.87 EL. = 655.50 RIP RAP (9' X 20' X 1') END OF CHANNEL STA. 23+81.32 MATCH EXISTING GROUND 0010 I ' N: 597164.92 E: 2184683.27 MATCH EXISTING PROPOSED 10' WIDE 7" PCC SPILLWAY PROPOSED REVETMENT MATTRESS SLOPE PROTECTION N: 597179.86 E: 2184719.79 EL. = 655.30 ,- CONSTRUCTION LIMITS (TYP.) EXISTING TOE OF SLOPE ' O ADG BAV In Ille�^ 1740 Llnin9er Lena SYCAMORE STREET IMPROVEMENTS N e^ crl buildingstrong COmmunilies. Nor1N Liberty, IA 5230 9 CITU LIMITS TO STORM SEWER PLAN ANO PROFILE 1,-,,I*i1* rArmr. M.09 __ DECEMBER 2014 X155 m Cmein 319-620.9090 U R E" c...r'.uae ...... b,.....e rt���+w.. e.e.. N: 597156.78 M C L tea 318-620.9995 SOUTH GILBERT STREET, PHASE I E: 2184689.07 we >�..n..,.� . , ..,M ..... ........., .,..,,...,�.ro......,. MATCH EXISTING rrn N:\Pr9MCte\IAC_3613008-00\Deel.n\Plans\361300BJ .09.d.0 Br°ce VonSickle 12/31/2014 12:18 AM a EXISTING LAGOONS ACCESS DRIVE _- -_ 1 _ _ - = 0 10 20 40 z GRAPHIC SCALE IOWA CITY. IOWA ADG BAV Ille�^ 1740 Llnin9er Lena SYCAMORE STREET IMPROVEMENTS e,r1d,b«kna.".'.1-1 io i... iiw 11 �.�..�. IAC 3613090 buildingstrong COmmunilies. Nor1N Liberty, IA 5230 9 CITU LIMITS TO STORM SEWER PLAN ANO PROFILE 1,-,,I*i1* rArmr. M.09 __ DECEMBER 2014 X155 m Cmein 319-620.9090 U R E" c...r'.uae ...... b,.....e rt���+w.. e.e.. FIELDBOOK M C L tea 318-620.9995 SOUTH GILBERT STREET, PHASE I we >�..n..,.� . , ..,M ..... ........., .,..,,...,�.ro......,. ENGINEERING C°. N:\Pr9MCte\IAC_3613008-00\Deel.n\Plans\361300BJ .09.d.0 Br°ce VonSickle 12/31/2014 12:18 AM 0 150 300 600BEE �, .. GRAPHIC SCALE NORTH �' > 0 0 0 0 11 00 v v 44+0 t43+0 PROPOSED FIBER DUCT BANK 0 0 0 0 .rna. Ln LO h h� pp o0 0 00 00 01 0 0 0 00 p o by o+ + rn 0 to cNo (0 to '0 �O }O pp h LIC) to L0 " pp 100 O x 77 41 + 00 F, '.•: _ _ nn 39+00 1t 38 + 00 � 41- - t 1' �, `1 } • N �� 1 r"ft�.. ��� �/•9 - y� 1j/. i7 ��r , 5+00 Jo �t-_ ♦ RQT - 1 ; �v +' 34+00 BEGIN PROPOSED FIBER DUCT BANK Ln _ I 6 CIO ; ( T�'3 '+-00 7 OU m '� 1 LF° - 32 + 00� Z' x 8 + 00 T. 3LA1 1 09 x i , 1 1 t. + 9+00 € 5 Li 30 + OB j 29 + 00 o Z8 � a 1 cy p -lr' _. sD O O O / d CONCRETE POLYMER HANDHOLE n "� EXTEND HDPE DUCTS INTO___ _ HANDHOLE 12" (MINIMUM). ROUTE � _ --------------INSTALL GEOTEXTIL� Wt3VEN DUCTS INTO HANDHOLE � _ _ _ -_ - = FABRIC, NO 20-7,0. IEVE`ASTN _77- 3M THROUGH OPEN BOTT. DO —_ - - _ __D4751, SILT FENCE MAT&RIAL. - NOT SAW -CUT OR PUNCTURE _-7-7=-7-7-7 EXTEND GEOFABRIC 12`" HANDHOLE WALLS - - - - - - _ - _ _ _ --- _ (MINIMUM) OUTSIDE PERIMETER = ------------ - -------__ --------------------------- ------------------------------- --------------------- ----------------- _ _ — _ _ _ _ _ - — _ _ _ _ - - -. GRANULAR GRAVEL BASE. EXTEND FILL 6' OUTSIDE PERIMETER ----------------------- ----------------------- _ - OF HANDHOLE (MINIMUM). SMOOTH WASHED GRAVEL FILL TO - -_--'-"'---_-_-_-_ -- -_-- DEPTH OF 6" (MINIMUM). EXTEND FILL A MINIMUM OF 6" OUTSIDE -_ ---------------------=-PERIMETEROFHANDHOLEONALLSIDES. -------------------------------------------------------------- ------------------------------------------------------------- ------------------------------------------------------------- ------------------------------------------------------------- ------------------------------------------------------------- ------------------------------------------------------------- , e� a.BAV loAc361.wwA .. ADG BAV rb LibertUningy, I Lena IAC 3613008 Na.. 319-11IA 52317 CKWIER 2014 C building strong communities. mels 10-62 -9096 JSSe FIELDBOOK M N L U R E'" ,,. 3.R-B4R-RORB ENGINEERING Co. roiects\IAC_3613008-00\Deslan\Plans\36130083_Overview.dwo Bruce VanSlekle 1/1/4015 9:02 PM 24" X 36" HANDHOLE DETAIL NO SCALE SYCAMORE STREET IMPROVEMENTS, Foie. r,.ave.m.M1.M1°,,. rr..rw.mr,snr..rr.r."v Wpma r."rrM.vn.nv.rv.rvM.me.M1i.M1 vrn�.lmmlv.wn bvbvmGWakls�rF.�gm.". CITY LIMITS TO DUCT BANK OVERVIEW P.0 1 SOUTH GILBERT STREET, PHASE I 0 150 300 600 GRAPHIC SCALE r NORTH I Il I �I I 8g END PROPOSED FIBER DUCT BANK C) + + 9-0 kf. .— — — 0 0 CD 0 CD .fir JI M EO On IDY CIO 'fr V - 7,9 PROPOSED FIBER DUCT BANK fiy y �+-?" �{r'�` t �+i', / o L / / Glp � I �► I t r� 9t�P L I 00 + m o co O a �o o - \s. — a - Tt 10�CIT 11 ADG oBAY I11�� 1740 Ufflmw Lone SYCAMORE STREET IMPROVEMENTS IAC J61 JDDB .. ° building strong communlhes. North L31094 I-6999 CITY LIMITS TO DUCT BANK OVERVIEW nem woa.n. DECFMBER]Ol� C max 99-626-9090 P.OZ, nr.me�x.nr, M�i.,r.ma...n.�.wr.+r m.maar M.a...eni°..�.ee.mn. w.."wai'.n a..°e=• 156w FIEWBOOK EN CLURE" tax 319-626-9095 SOUTH GILBERT STREET, PHASE „Poe..,..me.....n.ua.,.e.re,meu,°..e,.,....... ENGINEERING Co. A..nw�n N:\Projects\IAC.3613008-00\Design\Plane\J613008—P—Ov Vmw. don Bruce VanSickle 1/1/2015 9:04 PM N:\Pfolects\IAC-3613W8-00\Design\Plans\3613008-P.Cwg Bruce VanSickle 1/2/2015 1:02 PM _ ? Ir% 0 50 100 200 _ GRAPHIC SCALE NORTH • I� tae '� - SO.� . �y ..9 it � - r ' � -�' fir. :�'�. . ,--��)+h�C �.,r - 1*• t.�. � imrz I ' ��1-{aY 44 t - ':%. . • •" ,, tGIN PROPOSED DUCT BANK - Jr::. PROPOSED DUCT BANK ALIGNMENTCITY R t - IOWA GOT>XrsKEJVTA BRAVERAARN If r. - 61 24"x36" HANDHOLE J ,PROPOS STA. 05+92.21, 0.00' OIS`8. ' -.— -� : - - .- 8+00 -. 9+00 - PROPOSED 24"x36" HANDHOLE STA. 09+84.65, 0.00'0/S `, r (DUCT BANK ALIGNMENT)-;-- 6+00.7+00 - ,.' - •--- CT BANK ALIGNMENT) • NOTES: 1. COORDINATION WITH CITY ENGINEERING AND CITY WASTE WATER DIVISIONS IS REQUIRED WHEN 660 WORKING INSIDE FENCED AREA. - -� 660 2. CONTRACTOR SHALL REMOVE EXCESS SPOILS FROM SITE AND RESEED DISTURBED AREAS AS REQUIRED. -�xa y--3 y 3. CONTRACTOR WILL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED PROPERTY, INCLUDING FENCING. 4. CONTRACTOR SHOULD BE AWARE THAT WETLANDS HAVE BEEN IDENTIFIED ALONG THE PROPOSED ALIGNMENT. MINOR REVISIONS IN THE DUCT BANK AUGMENT MAY BE REQUIRED IF ADVERSE IMPACTS ARE ANTICIPATED. ,. I-•- Ir 7 ]., 650 650 rr 640 — — — — _ _ _ E:XISTING GROUND 640 630 630 rn 71a to ID r to ro I✓7 0 t n rn a In In t0 M � m ID 10 a � f0 (0 a a t0 t0 m n 10 to K a a m 10 a a f0 10 e t0 5 00 6 00 7 00 8 00 9 00 10 00 11 00 12 00 13 00 14 00 Iowa CIW, IOWA "1NO'e /� Non=e oar- ADG BAV IAC 3613Mbui I'lir"\ din 6ff00 <OII1MUni}iEs. e 9 1740 U°In9er One North Litrorty. IA 5230 SYCAMORE STREET IMPROVEMENTS CRY LIMITS TO DUCE BANK PLAN AND PROFILE a „y; A.e. ••"°'� P.03 15S n OKIMUR 2014 FIELDBOOK MCC L U RE' mtln 319625-9090 1u 319-526-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING Co. N:\Pfolects\IAC-3613W8-00\Design\Plans\3613008-P.Cwg Bruce VanSickle 1/2/2015 1:02 PM N: \Prapcts\wc_xtsuae—DB\0eeign\Plans\J613008_P.d., Bruce VanSickle 1/2/2015 1:00 PM ov 0 50 100 200 r Vit,: GRAPHIC SCALE NORTH f.i,1� OPD 14 CT BANK ALIGNMENT PROPOSED 24"x36" HANDHOLE ! " STA. 15+38.86, 0.00' O/S r_ (DUCT BANK ALIGNMENT)-- • -, V, CITY OF IOWA CITY 3100 I. ,�f J 1 / .4l .. V '•� ... .c.t•�Il fr�1 .D y! / _ FO a^• i6 fD f0— F .� 'N I - riT—�^'i '. .� - t +•ati i0 FO— _ �...t �. t<' .,ql . rJd/ 4 1 `. I —4115+00 17+00 17+00 18+00 10-1-00 1(� 10� 21 00 12� 0 _ 2 UO 21+ 0 a r�5+00 26+00 ,< c i,., .•' /Y xt ... -r,` a 'a _ I ' , KENT A. BRAVERMAN'- 660 660 650 = 650 - - rj r- - rn 640 EXISTING GROL IND _ _ _ — '" i 640 630 630 n m d to to � n 0!m m rn a m n M tD 00 00 00 n co to Cr 0 0 On 001 0 0 0 0 0 0 0 m LD to m cO co to, m m to m m m to m to m tD m m to to eo m 12-00 13 00 14 00 15+00 16 00 17 00 18 00 19 00 20 00 21 00 22 00 23 00 24 00 IOWA CRY, IOWA 'O� I^ ewnct. snerw. ADD BAVr IAC 3613005 I”/^ buildingStrop cOTmuniti25. 9 1740 LInln9er Lena North Liberty, IA 52317 SYCAMORE STREET IMPROVEMENTS r.IEY LIMITS TO DUCT BANK PLAN AND PROFILE +s+„iam �a•ma+.m.b r��r„.+rn••+r�.anrw.,�ai...-n.n.... r,omr,n.�mraw. m...ri... r,„5,�,,,•�, �,a.,m,•„,�„u•..a.m+�n.,�..r„.m�w��,.aa..mr,•an,.�n..m...• _ __ r. OECENBE0.201! MCL U RE'” mein 319-625-9090 c.m�.bm....n.r..ne...m.�...-a-..,..�.�,. o .m a�mm JSSm FIELDBOOK ENGINEERING CO. tax 319-626-9095 SOUTH GILBERT STREET, PHASEI „,v,.,..,r,�.,.,,rwe.,r.e.„m...mv�„�. •„••m �mi••u.��•�.c�r N: \Prapcts\wc_xtsuae—DB\0eeign\Plans\J613008_P.d., Bruce VanSickle 1/2/2015 1:00 PM N:\Projects\IAC-3613006-00\Design\Plana\3613008_P.dwg Bruce VonSickle 1/2/2015 12:58 PM r' e 0 50 100 200 11 1 b " 4111, GRAPHIC SCALE NORTH i i fi c} T'+• _+ Klf 6,: .' :.�.; T {y ' b 1 J+ f :{: -•�'' wilfwe, �I. — �ICI"T —.. . O Y „ � ... PROPOSED DUCT BANK ALIGNMENT CITY OF IOWA CITY "F�—iO—IW ,•. . '_ . 0 �•.-. m�,�war��e�iBO�'�p.. Ti0 " , .�� 5. 739+ � '5 + � ze 301 0 + 4A0 �x 00 r 35+0 4F00 3+0038+00 4+00z - - n '. ' €D 24"x36" HANDHOLE >frQ$o lc+k 00, 0.00' O/S i ;r• #T YC pRE FltS+Y s�' PANY- -i r R>'jAIjCT BANK ALIGNMENT) - "'",� SYCAMORE FARMS COMPANY -- P. SYCAMORE MS 1 y 670 670 / 3 660--660 —; r 'I / 650 / 650 EXIS — ING GR ND 640 i— — -- -- ---' -- -- — -- -- — -- -- -- ---- — 640 t0 N <D N -4: M N 1� N r N 1n N Ot W N 10 -4: a a N O 10 n M N Ce n (O r0 (O CO r0 f0 f0 t0 (O r0 rD 10 UD tD (O 10 tD t0 t0 t0 tO t0 b 10 V] t0 LO t0 24 00NNN 25 00 26 00 27 00 28 00 29 00 30 00 31 00 32 00 33 00 34 00 35 00 36 00 37 00 IOWACITY,IOWA AV 3613008 4JSSFIELSD rm9au Imo` R�Ra, 000Llninger Lane 'I�_bui din 3frOn COmmanities. Nora Lromry. IA 52317 9 9 MOVEMENTS SYCAMORE STREET IMIAC CITY LIMITS TO DUCT BANK PLAN AND PROFILE 'bm''P" ,..w...D°OCRanDECBNBER man— 2014 M C L U REw main 319-626-9090 fee 319-626-9095 SOUTH GILBERT STREET, PHASE cormc.r r JBOOK ENGINEERING C4 N:\Projects\IAC-3613006-00\Design\Plana\3613008_P.dwg Bruce VonSickle 1/2/2015 12:58 PM N:\Projects\I AC_3613008-00\Design\Plane\3613008_P. ding Bruce V.nSicld. 1/2/2015 12:57 PM CITY OF IOWA CITY- - 0 50 100 200 c�IROPOSED 24"x36"HANDF�OLE'- IIsi Jill `s TA. 46+4300 - (DUCT BANK ALI 261lil 7 46+00 GRAPHIC SCALE N ORT H r„Tip�t FB——iOTFD'Ff� FO�—FOS—if �'-• _��_. ����.� - 6., - �: - / __ - —_ s. _ Jet - - - 3700 38+00 39+0�1� "mss K•' Aw, 0+00 41+00 42+00 43+00 44+00 45+00 LL k PROPOSED DUCT BANK ALIGNMENT t < a S ICE ' o U wyy� to o Y' Do to SYCAMORE FARMS ' -' �$. PLEASANT VALLEY L P ( COMPANY 1 PLEASANT VALLEY L P o of �- + CITY ff OF '7 IOWA ,b d• CITY O 1: o 680 - 680 EXISTJ�GGJR ND / \� 670 z > - 670 r 660 660 650 650 M N O n to LO n 0) N 0) In 10 .- .- N N) O N m M 0) M 00 O a LO T 00 h I/) LD n r r r n r n n r r r Lo to LD to r n r n n Lo m m to m to m m to to to LD ro m Lo Lo LO Lo to to Lo Lo QD LO 37-00 38 00 39 00 40 00 41 00 42 00 43 00 44 00 45 00 46 00 47 00 48 00 4r9,00 50f00 IOWA CITY. IOWA lADGr �-' nOn[[ warrro. RAV IAC 3613008 O.% 'I� 1740 umn5er Lane SYCAMORE STREET IMPROVEMENTS .�'°^r+°-•^+c.."....'.....Ma^.r.".�um.bwe,w.•.sn.,..«.n... xa...w^arai,.,n.. rw".. m.."...�^ u�am�."..."a ,rv. o...wa lrbbxl __ OKFMBER 2014 X.06 M� U R E'" buildingstrongCOrI1TVIlr1r25. 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[t _ YT —0. — _� SS*0 — 62+00 63+00 64+00 61+00 60+00 56+00 58+00 59+00 PLEASANT VALLEY L P 57+00 PLEASANT VALLEY L P PROPOSED DUCT BANK ALIGNMENT T 680 680 670 r \ 670 — ^ ROUNO� xISTING _ \ 660 _t7 6 60 c� �I— @ Y 650 650 t0 M In 01 n N O O> to n m O O Oe Oe tO O>0 r 00 N t0 t0 to m rot0 t0 t0 to to r r r r r r n tD to t0r L m t0 t0 c0 t0 t0 to t0 t0 t0 t0 t0 t0 QO t0 to w 0 to w m t0 to t0 51 00 52 00 53 00 54-100 55400 56400 57 00 58400 59400 60 00 61400 62 00 63 00 ADG BAV IOWACIW IOWA uxun ��` 11%r'► 1740 Linlnear lane SYCAMORE STREET IMPROVEMENTS •nnx „;,:'::e'n...,:me �m�n~., �`o',a,:ou.m•.n.n,�.ti=mi,.a.�p u.�Au„„ie. M.'.,�. w[nxc. n mweomro. IAC 3613008 DECLWBER201e M�CLURE” building sarongeommonitles. .. North LIBer17. IA .317 mem31B-82e-Bo90 CRY LIMITS TO DUCT BANK PLAN AND PROFILE ew •^� n.p. a°...^..,.°m^w., ...^,....°....m o.°.... w. .. °.m�.a cOemrm P.07 AS FIELDBOOK lea 91B-828-9095 SOUTH GILBERT STREET, PHASE Iv.rsapa.°..mrex ..m.�,........^•via�Ow^qT -^•^°^e ,�„'a'^°° "' °'°•'+o '^^ oc,V �^rm�. rq�r_e,ae. .^'r s' o A ENGINEERING C0. N:\Projects\IAC-3613008-00\Design\Plane\3613008-P.Erg Bruce VanSickle 1/2/2015 12:55 PM N:\Projects\IAC_3613008-00\Design\Plops\36130083.Cwg Bruce VcmSiokle 1/2/2015 12:54 PIA o PLEASANT VALLEY L P i -HCR'4. ARCH,- CHRISTOP SOCCER --`-`�`T—m�z,. PARK RD.- T� °'� PROPOSED DUCT BANK-- - _�- ALIGNMENT �O - CITYOF IOWA�ITY CITY + 63+00 64+pp 62 00 65+00 ,� �' '� ',� of w \ 66+00 fOWA 00 s, PLEASANT VALLEY L P 68x0 \ Q Ec� jlfr'131A+A CITY r � CITY ofIcwACITL t `� - s Key,, r 100 200 �xQQ 3,k n r: 1, 51 „. 0 50 0,0 +� -.rti PROPOSED 24 x36' HANDHOLE NORTH GRAPHIC SCALE STA 70+9041 O/S (DUCT BANK ALIGNMENT) /� r�c ;+�„ �;.r6 - L-n{�.,!) fid,%?" GATENS, MAUREEN 680 680 670 ` \ / ' — — 670 ` \ \ XISTINGLIGROUND— — — — — — — — 660 —� __ �� — _— �— 660 r r� I �� 650650 m n o n -c N In 7 It o m m n n rn N Ln t0 n o It n CO a a C!– Vd `– t0 to QD r t0 t0 LD t0 t0 t0 t0 10 r0 t0 t0 10 t0 10 t0 t0 t0 t0 t0 to0� to b 0 t0 t0 t0 f0 t0 t0 t0 t0 t0 t0 t0 t0 c0 t0 t0 t0 62-00 63-00 64-00 65-00 66+00 67-00 68-00 69-00 70-00 71 00 72-00 73-00 74-00 75 00 ADD BAN, IOWACITr,IowA "rXPO'" IAC3613g08 /"� III -00 -ft 1740 LInln9a Lane SYCAMORE STREET IMPROVEMENTS "M'^a"Main"0,,°,"PF"„,'am°^"',,°•":"m�°°;,';', ^'�— SMeN° a DECFM6EL Sou Nary L�ert IA 6239 building strong communities. main Unert62A U3 CrTY LIMITS TO DUCT BANK PLAN AND PROFILE •••^^ ^•• _^+�^+•^•^^•gip s••^^•^^^••^e. ^••+ P•OB JSSw FIELDBOOK MCC L U RE" tax 319-626-0095 SOUTH GILBERT STREET, PHASE �^•^^+omwm•n � y .o m -tea i�w"«," awmm w.wm,��..n.,w ENGINEERING C4 N:\Projects\IAC_3613008-00\Design\Plops\36130083.Cwg Bruce VcmSiokle 1/2/2015 12:54 PIA N:\Projects\IAC-3613008-00\Design\Plans\3613008—P.dwg Bruce VanSlcWe 1/2/2015 12:51 PIA / / -r „�'' PLEASANT VALLEY L P PROPOSED 24"x36" HANDHOLE \ p '�"• /- t -+ ,4 +• T 1•� - - �O STA. 80+46.51, 62.30' LT.- (DUCT BANK ALIGNMENT) �� .1 -• j ;� a \` 0 50 100 200 GRAPHIC SCALE NORTH ---- ^ PROPOSED DUCT BANK ALIGNMENT - %- AVE J':-To.g .. PROSPECT FARMS 00 J (jry r :. 73+ 00 — - Nl° w 74+QO r- y a +00t��, � 76+00 76+00 - R"15POS LES p 24 6x8 A "• / ,77 STA 80+D 0 0NDHI OIS� ani. (DUCT BANK ALIGNM �_� �S `���yy�� PROPOSED A�1 N.c SED DUCT BANK ALIGNMENT ..: LEHMAN �'TIMOTHY r1 • \�.� I � :\�..' LR rt'` a6 T a 9?� �.: `L'',._ r .>:; �BRV �9- ^ t r ARCH... CHRISTOPHER C, .. /- hG 'tia ONN�`R. • q smorL 680 680 670 — — — — — 670 660 660 d -i — C) I ,3 `650 650 4 0 o n 00 N n o n Eo n to n n Lo (0 co LO 0)d o 0 e0 c0 e0 UD co m m wc0 co m m m 10 m ro co t0 E0 c0 m to ,0 to ro m m m eo co m n c0 mLIDQO N L`°0 LD m 73 00 74 00 75 00 76 00 77 00 78 00 79 00 80 00 81 00 82 00 83 00 84-00 ADG BAV IOWA CRY, IOWA Afl1NOm IAC 3613008 �^ �,� 1760 Llnlneer Lein 'I/ building Strong communities. No..IL312-6,-9090 SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO DUCT BANK PLAN AND PROFILE rrorcE vse^e v..,.mc.°..»-.�•a•ti+^v"^o-.,.xmew,r.v^w.,..n.n...wmrve.^,°rna.n... va.. ° .^»'"'°'^"•"^•°"^•a rxatw" P09 a ISSm FIEIDBOOK DECFMBE0.4011 ..In 19-620-A0Y0 MSCE URE'" fax 319-620-W95 SOUTH GILBERT STREET, PHASE c.w•ee..e.v»m»u,,,, m.^ma.»,v...... ...vas», r ENGINEERING Co. N:\Projects\IAC-3613008-00\Design\Plans\3613008—P.dwg Bruce VanSlcWe 1/2/2015 12:51 PIA N:\Pralsats\IAC_361300B-00\Design\Plans\3613008—P.dwg Bruce V°nSid . 1/2/2015 12:47 PM PROSPECTFARMS PROSPECTFARMS m i moo �z IO)+A qTY COMMUNITY " v M y, SCMbOL DISTRICT � z PROPOSED DUCT BANK PROPOSED DUCT BANK ALIGNMENT CONDUIT SERVICE TO SCHOOL_- COORDINATE WITH SCHOOL _.- _ � ICONTRACTOR FOR CONNFCTION ..:.: ._ _. :: -._ _- -- -- .._:-_.. _.. • T r T_ __ T _ h- oob a F k &ft '. n` } I to} 5700 QI . +00 93+00 3. b*i 9r4 +00 95+00 96+O `.. T PA7�SE �r ROC o ,�TJIi. LYfvCH_ lw"i DA i S' VEN Ms. I� Ai4ELA T, }:..' - I I R dib .' .� _ g -_- U K F CEriI A .. � ^ ( �. �_ m ♦ . z � AC',"Ot, � », � GATENS ate' ;a t, ATI t*( �.4r'� rm- -�', MAUREEN -r- N,. x . >'+ �,. I .. T, £ GATENS,''''�A...... s'< m.Iw MAUREEN t _k. {* _ 0 50 100 200 r „�T PROPOSED 24"x38" HANDHOLE -_�C g STA 86+26.00, 0.00' O/S °Y m_ ♦ ","( - - .� (DUCT BANK ALIGNMENT) GRAPHIC SCALE NORTH 680 680 i i i i 670 670 / tt / J \ -- f .d 660 I 660 650 650 I)D r t0 M t0 O It M N N rT J. µ to O! 10 M M O 1� O n 00 r f0 t6 LO µM 1M M 17 It LO aF Oi O (0 O t0 t0 O t0 t0 t0 t0 t0 tD CO 10 t0 (0 (O t0 (0 t0 t0 (O O t0 (0 O (O t0 (0 (0 (O t0 O DO t0 85+00 86 00 87 00 88 00 89 00 90-00 91 00 92 00 93 00 94 00 95-00 96--00 97-00 98-00 exam cu'+>tn IOWAGnY,IOWA rt}�a �-% ^°• N°' ADG BAV IAL 0610008 SSa� IIS 1740 Uninger Lam SYCAMORE STREET IMPROVEMEMS "s"^'n—•...r—^.•.—^..,.b•iimPmein•bi•dwbvw}•..-r:m•..r,..,na..mrm,.il.. v.., u•mma.....an.. a...... M.au.. m......,..wa •ns,...r�r.e^ieeu...aro-ne.. n. o-.e..^ _ __ o6CFM96R 90u buildingstrong COTTunifies. 9 IENGINEERINGC-. North Liberty,319-6 IA 6900 main I CITYLIMITSTO DUCT BANK PLAN AND PROFILE I .am.^ ..^. i..., ^.,�....^�a. ^ - a,.mti.r..«^m^..na.^aye. co.ws«r: P Q JSSm FIELDBOOK MCC L U RE" 19-62 -9095 fax 919-636-9095 SOUTH GILBERT STREET, PHASEI N:\Pralsats\IAC_361300B-00\Design\Plans\3613008—P.dwg Bruce V°nSid . 1/2/2015 12:47 PM N:\Prajects\IAC_3613008-00\Desig0\PIan9\36130W–P.6wg Bruce VonSickle 1/2/2015 12:44 PM w PROSPECTFARMS- SILL 0 PROPOSED 24"x36" HANDHOLE STA. 98+54.77, 0.00' O!S CONNECTTO EXISTING HANDHOLE C)(DUCT BANK ALIGNMENT) APPROX. STA. 106+87,64,40,00'0/S (DUCT BANK ALIGNMENT) r, —i„17acat [[.ANT PROPOSED DUCT BANK ALIGNMENT re a YYY ..y � r 1 � .. .. �.. � _.._. ': .:, _ . _ ..,_r_•_:_: :. s�.e�::_r..r.:=.. SYCAMORE ST __ ___ __ — � - — - � SYCAMORP. Si' .c9 w1ea. _ - -:- 101+OH--102+00 10360 X104+00� 105+C)� r C p '` } PROPOSED 24"x36"HANDHOLE '�VVdIIAtv�I - '^ I/- STA. 1 09, � � N�.ENBr3R� B. 1; "{,i3 `'T H N JOHN fit` `�' [DUCT BANK ALIGNMENT) BANKT) ` ` GATENS, MAUREEN 1 GlT1 OFA � F{611H R" .: >,1,ANGL-N9ERG d9Y'y IOVJA CITY R VCABLEIRUSI" 0 50 100 200 a GRAPHIC SCALE NORTH 690 _ 690 680 = a 680 / /i / — 5 Plu; k. 670 670 660 660 d O n°– 17 N n N n Of Iq n d' 00 n n OD n n DO m ao n m n m n m ro n n m to n QD m n m m n n tG UD n to n n to 98 00 99 00 10 00 101+00 102+00 103+00 10 00 105+00 10 00 ° IOWA Prf, IOWA rn'P0r'r /^ "oncr. werwo. ADG BAVIIC ]613W6 I �^ II� 1140 Dnln9er Lane buildingstrong communities North Liberty, IA 52311 9 SYCAMORE STREET IMPROVEMENTS l,m LIMITS TO DUCT BANK PLAN AND PROFILE ^K+°^'+^••^^, c,.^,^,.,.^.^.,Mai,^p..am.°bi.arm a,.mam.n.n.....,.,mw.a.ai^.a. rr.. m..oA..„.em.mm.. �.m..• a.nAbn....n.n x... au..aga^�.-W..an^as.. 121 ..gym^,. ..^......�^^....,m...wa^^.. P.1 a iss DECWBIR 2014 FIEMBOOK M�CLURE” mein 319-626-9090 fax 319-626-9095 SOUTH GILBERT STREET, PHASEI m°•=•^_^, wnuum. no m...a _. yx^.w d d n ...,,.w.m.. r ENGINEERING Ca. N:\Prajects\IAC_3613008-00\Desig0\PIan9\36130W–P.6wg Bruce VonSickle 1/2/2015 12:44 PM + oo �,+ 54 83+pp 84+00 85+00 86+00 87+00 82+73 SOIL BORING B-1 STA. 181+74.00, 17.50 Rt. (SYCAMORE -EW ALIGNMENT) I 3+00 SOIL BORING B-2 STA. 84+45.00, 6.00 Rt. (SYCAMORE -NS ALIGNMENT) 88+00 89+00 90+00 91+00 92+00 SYCAMORE ST. SOIL BORING B-3 STA. 87+05.00, 6.00 Rt. (SYCAMORE -NS ALIGNMENT) SOIL BORING B-4 STA. 89+55.00, 5.00 Rt. (SYCAMORE -NS ALIGNMENT) 93+00 94+00 95+00 96+00 I - --- ---I-V-� - I SOIL BORING B-5 STA. 92+15.00, 4.00 Rt. (SYCAMORE -NS ALIGNMENT) SOIL BORING B-6 STA. 94+65.00, 3.00 Rt. (SYCAMORE -NS ALIGNMENT) 0 50 100 200 NORTH GRAPHIC SCALE SOIL BORING B-13 STA. 107+55.00, 6.00 Lt. (SYCAMORE -NS ALIGNMENT) 96+00 97+00 98+00 99+00 0 102+00 103+00 104+00 105+00 106+00 107+00 108+00 108+74 SYCAMORE ST. o C— — C-) C')—< I On I"" �`' R SOIL BORING B-9 G71 E A STA. 97+80.00, 55.00 Lt. SOIL BORING B-11 SOIL BORING B-12 s, (SYCAMORE -NS ALIGNMENT) - STA. 102+45.00, 1.00 Rt. STA. 104+95.00, 1.00 Rt. `x` :� (SYCAMORE -NS ALIGNMENT) (SYCAMORE -NS ALIGNMENT) -�" CD SOIL BORING B-8 STA. 97+80.00,45.00 Rt. SOIL BORING B-10 (SYCAMORE -NS ALIGNMENT) STA. 99+85.00,2.00 Rt. (SYCAMORE -NS ALIGNMENT) NOTE: SOIL BORING B-7 1. REFER TO GEOTECHNICAL REPORT IN PROJECT MANUAL FOR SOIL BORINGS STA. 97+35.00, 2.00 Rt. 2. ALL SOIL BORING LOCATIONS ARE APPROXIMATE (SYCAMORE -NS ALIGNMENT) ADG IOWAaW.IOWA BAY fir. III/^ nb0 LInln9ey Lera SYCAMORE STREET IMPROVEMENTS i+oncs.. , R`,n"m�e,::a,`„°."„.'""°n�":,`„;�;,'m:,°:,°°o;,`,;�'m .��. _ IAC a51009e DRcyMReR gala building strong communities. Norte Liberty, IA 62917 mem -9o90 CITY LIMBS TO GEOTECHNICAL INFORMATION °"'0°"' '""°""""""""'""""""`"°""""°°"""""vi0""itli°"v1°pi° `r.w Q°01 JSSw FIELDBOOK MCC L U R E'" lea 319-629-9096 19 -62e SOUTH GILBERT STREET, PHASEI ENGINEERING Ca. 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NlN FFoJetl Na: 06145808 � f�rracon SUBSURFACE PROFILE HIBI Terntiatlm Type OT BT See Genael Notes in Appendix Cfor synods end sd tlasslBcetions Drewl by.NW 51ele NTS NOfili-S011tll SeLiion Y Weler LevEl Reding Sulk prONeproWtled forllllelrelion Wrtsases 0ny. between borings rr�dirter, ;D SYCAMORE STREET IMPROVEMENTS -PHASE 1 A-4 alXmedtlrlllig. $dls AR-NiOerRHnnal pprwatlbY•GJK FlleNamc08145808 xsagvUstreet 5W LANGENBERG AVENUE TO LEHMAN AVENUE m � Weler LevN fkatling B7 -Boring 7enninaNm Dale: 52)2014 PR 319380A3x1 FA%.119408a032 IOWA CITY, IOWA afle tlrllllg. er+® wwnry ADG BAV IOWA QW, IOWA IAC 9619000 36130M �ea, 0^ IIS` 1740 LR4nger Lana SYCAMORE STREET IMPROVEMENTS wn<e. "``^°^""'"""gpryippdp1°'bq°1h°r""`°"'•""ie°"n""`"'""'°""""""" w.Ain,"gewwmn�-n.,e.r+a•.nu...i�na."i..ua..w"nm.m."rte° xan— building strong COrrIRIUOities. 9 9 NaM 3194IA 6x90 019-6x0-900.0 CITY LIMITS TO GEOTECHNICAL INFORMATION v- bA"".,"vs�. nA.v .a...�yn"..wm�.ea.."aw..a. ^°Oq �1L L ocuary AS FIELDBOOK OEAC MSCE INRE" vain tax 91"26-9096 SOUTH GILBERT STREET, PHASE I waw«..nm=aww y°e'"•"'°.a.�+ra"",uww•:«+n`m.w.wA... <.....w•.,a..a..a...... ..,.. .,...., - y„w..,.,•".. A.... _. a..— "<,�.,. ENGINEERING CO. N: Projects\IAC_3613008-00\Design\PI ons\3613008_O.dwg Bruce VanSickla 12/23/x014 3:39 PM BORING LOG NO. B-2 ILI Page 1 of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa City, Iowa U O LOCATION See E4NM /42 ATTERBERG 11MIT5 Northing 596882 Fasting 2183408 � 6atam FJay.:6]0 (n.) o r 6"Asphea Ch'pSeel 05 fid. FILL -LEAN CLAY Vaca sand dark bruin � 2d-5 � N=9 2.6 fi6F. �;�";;� -:-. LceM c_Lev roll trace santl �-- broWn, medium stili to stiff ,D 2-$3 1.5 � 5 SILTY SAND ISN71 Brie to medium - bmwn, Irrmw 7 1-2-2 18 N=4 taD Ia t Boring Terminated of 10 Feet N i CJ -1 _ 1 l �✓ t rT /1 �I. ShaMicafian liree as eppmumtte.Imam, fire he,wilion lreybe gam®I. Hammeriype CME Au[anaic -a'�rt��= Sea F�ibRA3fa dasQiprion�fitld NUes; PowerMga pm®durea. hoc Appondu a for tlonmptim of lobommry pmmd,res and addBiorel dam (rf a,y} Baa Appendix C far azplero5m W symbtls ab Aberdanmart RlaOnd BanrO backfilled with eugera45ngs entl pavemert ebbmvittions. palled uPm mrtplaian WATER LEVEL OBSERVATIONS l��rracon 260012th Swat SW Boring Stated: 55IZIt4 Bomg Cmrplemd:6Td2014 No water Observed dudrg tlr9ttrg Onll fig: CAE -550 Onller. DL _ Cedar Rapti; bxa fyyaallo=U614tlitk !'x1ybR Ae 264012th swa SIN a � Cec6r Rapids brre P,njea Na.: 0614$06 Fi3ibR A-6 BORING LOG NO. B-2 ILI Page 1 of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa City, Iowa U O LOCATION See E4NM /42 ATTERBERG 11MIT5 Northing 596882 Fasting 2183408 � 6atam FJay.:6]0 (n.) o r 6"Asphea Ch'pSeel 05 fid. FILL -LEAN CLAY Vaca sand dark bruin � 2d-5 � N=9 2.6 fi6F. �;�";;� -:-. LceM c_Lev roll trace santl �-- broWn, medium stili to stiff ,D 2-$3 1.5 � 5 SILTY SAND ISN71 Brie to medium - bmwn, Irrmw 7 1-2-2 18 N=4 taD Ia t Boring Terminated of 10 Feet N i CJ -1 _ 1 l �✓ t rT /1 �I. ShaMicafian liree as eppmumtte.Imam, fire he,wilion lreybe gam®I. Hammeriype CME Au[anaic -a'�rt��= Sea F�ibRA3fa dasQiprion�fitld NUes; PowerMga pm®durea. hoc Appondu a for tlonmptim of lobommry pmmd,res and addBiorel dam (rf a,y} Baa Appendix C far azplero5m W symbtls ab Aberdanmart RlaOnd BanrO backfilled with eugera45ngs entl pavemert ebbmvittions. palled uPm mrtplaian WATER LEVEL OBSERVATIONS l��rracon 260012th Swat SW Boring Stated: 55IZIt4 Bomg Cmrplemd:6Td2014 No water Observed dudrg tlr9ttrg Onll fig: CAE -550 Onller. DL _ Cedar Rapti; bxa fyyaallo=U614tlitk !'x1ybR Ae a a a a 'a u a0 q� �qq G S %u i a a {{ 1 5 o °x g G t � Nn i g 5 g O t7 y� Q w Z U x s avn�a Fawn IOWACITY,IOWA °� I�� xoncr. narxa. ADG ENV I'I�^ 1740 L1nln9er Lane SYCAMORE STREET IMPROVEMENTS^; ,,;tl1�„ p IAC 3613aoe building strong communities. North Lberty, a 5231] CITY TO GEOTECHNICAL INFORMATION °"a,.-.. ,.. ,,."..,n.mv�a,��Mw,.. a.Oq DECWBER2014 MSC L U R E" m.In 3,R.B2B-BDBg e,x..a..a....,.a...,...am�,....,,..,`:�:: c.."..._�,�...�.. "-..a.,...aa.. J Jssw FIEIDBOOK fax 319-82&0096 SOUTH GILBERT STREET, PHASE ENGINEERING CO, N:\Projects\IAC-3613008—Da\Design\Plans\36130De-0.dwg Bruce Vansickle 12/23/2014 3:39 PM BORING LOG NO. B-1 r,a,e1 �„ PROJECT: Sycamore Street CLIENT: McClure Engineering Company I rovements - Phase t North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER qty of Iowa qty Iowa qty, Iowa U LOCATION bee F�J'i G[A-2 ATTERBERG D � �Q 06� UMn6 a Nort1�I,g 59�OG EavAn8: 21 B3e5] � �Ittu Q4a jrc 5� LL-PL-PI O Surface Ele.�.:6]2 (Fi) o w a Or D.5 6"Arphall Chip-Seal 617. SANDY LEAN CLAY (Possible FdD (CL) tlarkbrOAn entl Ixown stiff to very stiff 45-5 2.5 17 N=10 (HP) 14 25 6W. LEAN TO SILTY CLAY (CL-ML) lmce sand, bmWn medium stiff lD stiff 0 33-4 20 N=7 (HP) 5 55 666. saTY saw fsne fine to medium brown, loose .; t¢ Uy-3 t0 N=5 tac � Boring Termrnefed at iD Feet p�$ d t7 �Q Z (7 SwOfiradm tires ae eppmrimae.Instµ tl»wreeian may be getlrel. HemrterTypa CMEAltmtmc AdancemertA%Cod See Edlibk A-3 /ar desdpoan 0ffi9d Nass: Power A,ga pmmd�res. 0 i P dP aendBfaddNonel tlala lKery} taY Abarxlomne,R Alatlwd: See Appends Ofar esplereti0n of syrrbtls and Bw'ngbxkfilled wiN spar u4Bnga and pevarert ebbrevittia,e. Pad,edWm mmpenon WATER LEVF1085F_RHATIONS u BOdlq Strias 55rA 14 Boring Crmpleted:56IZ114 No weferDbserved during tlrOFrg f�rracon Drill Fig: CAE-650 Driller. D. BORING LOG NO. B•4 u. Page t of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: City of Iowa qty Iowa City, Iowa U LOCATION baa ryJxb6 A-2 ATTEReERG LIMITS N~ 33 NaNi� 59]392 EasN1g 2163936 Safeco Elw.: 666(R) 6 a U' iiV N K V N r 9"Asphalt L711fP.5eal OB FlLL •LFJW CLAY Dace send and gravel dark brrnvn 2-3d 6 N=7 � 3.6 % LEAN TO FAT CLAY'(CIICM t race sand -2, 00 bmuMl, medium sI1H to stiff r- 7 262-3 t.25 28 N=5 (HP) 5 85 657. g SILTY SAND (SM) s.a.c aw tartar Repk; Teva Prgerb No_0614%O6 Erdtbit h] BORING LOG NO. B•4 u. Page t of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: City of Iowa qty Iowa City, Iowa U LOCATION baa ryJxb6 A-2 ATTEReERG LIMITS N~ 33 NaNi� 59]392 EasN1g 2163936 Safeco Elw.: 666(R) 6 a U' iiV N K V N r 9"Asphalt L711fP.5eal OB FlLL •LFJW CLAY Dace send and gravel dark brrnvn 2-3d 6 N=7 � 3.6 % LEAN TO FAT CLAY'(CIICM t race sand -2, 00 bmuMl, medium sI1H to stiff r- 7 262-3 t.25 28 N=5 (HP) 5 85 657. g SILTY SAND (SM) fine to medium 1-1-1 bmeYn, very loose 71 N=2 23 m6 65 f Boring Terminated of to Feet L i"7 1 Ir. Svelificatim lireeeraaW�uemMe.lna[u, the trOreiGan treybe gad,al. Hemmer Type CMEAutanaec Adraloarwrt Metlwd See 6hibRA9fa tlascnp[iandfidtl ��� Paver Auger pm®duree. CmpwBe artplebket fiom 6onn� 8-0.65, 66, 67, s9onWona. erorweml>nm Prmm,=t=y 611..ar 6,z r,unew,�,r�rdyowsr.u. pmmtlums and additioid dab (6 any} S�aAWemkx Cfar axparatim of symbds eN Atard9mwrt MatlM Boring backfilledwitN auger cm rgs aid pevelrert atbre�abns_ P9tmed upm Wnaeh9rt WATER LEVEL 085ERVATIONS 1(�rracon zD,o,ztn s69k sw Bering Srener1:35120,4 ne Camplebd: 552014 e.sdNr��drakJg OnIIRgGI$_5W bcOL Pbt Cotler Rapid&lava f1geRNo=lYi19681ti Mtl a a h a qo XXq� R R u a b o F g $ w m t7 O 0 N IOWA GiY, IOWA rM°pS rtc" ^ .wncr. 9enrlo. ADGA BAV r� 1740 Linln9.r Len. SYCAMORE STREET IMPROVEMENTS �^4+°^r "•^^ r^ r°^r-°;.°m°Ma'..r.^^.im=�ei.ain.m,,,m-..ee,.n.ter.,..r.u°.PC 9619008.. Sy.KNio^,.^au...wF ..^^..,.• rrm^mwa.n�arn�xmwua,ww_buildin strop commundles. Nora' Liberty, a 52317 .� .... b.^,..�„m�,.;�,.;.,^e.....<.�,,...,..,M,n,.�.a.,..rb.(]DECEMBER 2014 URE" g g m.10 31-625-9090 CITY LIMITS TO GEOTECHNICAL INFORMATION er�rx+•04 JSSw FIELDBOOK I.z 919-626-9096 SOIRH GILBERT STREET, PHASEI-1 .,. ..a,.. .,.;Mrn..�.,..,.,.^, e.•. w.cw,. aa;^..^r C°^,o°^.RING Co. N:\Project.\IAC_361300B-00\Design\Plans\3613008_0.deg Bruce Von5lekte 12/23/2014 3:39 PM BORING LOG NO. B-3 Page t orf PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: qty of Iowa City Iowa City, Iowa V LOCATION Sae ErhGt A-2 � �F 1u 5 �J o ATfE LIMITS G O Nc,tHng 59]142 Easvn42183943 4a � � o��j �L ¢� a. p LLA.A a Sufaw EJw 668(8) � �� TH � s.s 6" Asphalt Chip -Seal ss]. FIr 651 ED LL -LEAN CLAY trete Sand dark bmMl S 1-2-3 20 N=5 30 LEAN TO FAT CLAY (CLX:M trete send brown, soft to medium stiff B 1-2-2 1.0 �: N�1 (HP) 5 1-2-3 I/.75 20 _Q N=5 (HP) SILTY SAND iSMI '�-:,0.s fine to metllum � mvm, loose Swing Terminated et 70 Feet a e� i Shaoficatlon linea we appmrimae.Imvw, tlwvareitan nay be gradial. HartrrerTyp,z CWAtm. � Ada�cemert MaFod Sae Erhibrt A.3btlesviplion dfied Na®: amvernu9a pm®Mrea. 0 � See APpendx 8fardesaiPtimaf Mboatoy aj pmadrrea ab edtlrtiarel data ('rf any} AbaMormert Matlwd: Sea AWWdxCbaWarwtim of sy.bds and y Bang becbfilled w8h eugercLLtlrge aW peven9rt atAraviafiare_ pa[tlletl upon mOpdbrt WATER LEVEL OBSERVATIONS = lt�rracon e9nr�g 6bn9d ssrm,4 BdmgCmlpl6latl: 5brA,4 9.5' durpx,7 dn9irg � DdII RI9:DM6550 Odnea a 26,10 fan BORING LOG NO. B-5 Pae 1 of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: City of Iowa qty Iowa City, Iowa j PROJECT: Sycamore Street CLIENT: McClure Engineering Company Az Improvements - Phase t North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: qty of Iowa qty oa o: k Iowa qty, Iowa Nortlrig: 59]902 Eesunq 2163929 Sufam EJ 9i.: 664 (FL) o ¢� LL D' t7 LOCATION Sea ExFi6R A-2 o _ N � � U AitERBEFIG H ?"Asphalt ChtpSeel U � �z. g � �� ruQp�t q FILL -LEAN CLAY trace sand end organics 9 NaRin�69]65z Eesfiig:2i83934 qa � o �Q a� LL-PLPI 3 11 3-4-5 9 a 21 ;ieb � �� a 9.6 1 DEPTH FIEVATgN R' N LEAN TO FAT f1AY fClICM 11aa9 sand I- gray, very stiff N medium stiff T3 2.2-4 2:75 27" N=S {HP) 5 u 7 e' Asphell ChtpSeal u a BB 661 h 14 2-2-3 1.75 � N=5 (HP) Flt -L�Fnu �14Y 10.0 Boring Termrnetetl at TO Feet tram sand r`, 12M 36ee[ 3W Car9rR�ks, kwa R9eri N0_W1456p6 EI:NtiR F9 dark broom 7 1-2-3 27' 4321-22 r7 I N=5 Q-' Bheofimtim lire...... nm�e.ImaRu, 6etramitian rtey bB graiiel. HammerType: CMEA14amdic AtivanmmeK Me6nd See F�ibBA-3 tadeaxipGondfidd f`latas: Paws Auger pm®does. Cmp®i[e sanple�lrel fmn Boiimp 65, B-6. &]. Soo Append. Bfor doomptim Mlahomtary &11,a�d&12fiunalyiuNinJMyDW3reLL pmmd3ms and etldRiOreldala (6 ant} Sae Appendx C far exp'ereEan of aymbda and AEaMolmeK Metlnd Bpriig baF511ed wiM auger c�n0igs and pevemeK abbreNaOore. patdretl upon dOmpl�an WATER LEVEL OBSERVATIONS l��rr�con 264912th Street SW Boring Smrted: s,T✓Z0t4 BOnnp Camgeted:55r2014 u a.5 658.5 Drill Rig:CME-550 Dnllec C� Ce�r Rapitls, kx2 HgeGNa_LE 145SI1S 6XM1bK A-111 FAT CLAY fCNI Dace sand a tled gray and DraA'n motSEA 11 N=5 (HP) THP) 34 51-2031 stiff to aWl i E 5 0 0 K pK y2_ W Fj N O H $ 12 1-1-1 0.5 27 $ N=2 (HP) 140 66 � Boring Terminefid et 79 Feet k� .SII n o w TI a C_- @ StraSficadm tires eppwilnate.ln®[µ the trarsaron maYba Ha,merTypa CME Auam�c Nadia. EL pC tl qE ��� See EdlibBA-3 fa rksaipliandfieltl NK®: pfO®d'�a- Cartpoei[a sempletakef flan Bofinrp B-0, B -S, eb, &7. o a See AjQ9ldA efardeePlpl101 O110taRtlly B -i t, mtl &12fmm eppm4metely0m3feet pmmd,res erd edtli5oreldae (B eny} SAWldameK Mallod See Apparda Cfar eaplaie5an of syn'btle and x Bonrgbsldlled with outer WSnga vrd pavareK abbreviatiore_ N patNetl upm mmple50n WATER LEVEL O&SFRVA77lNJ5 i Baling Sfet�: Stil2m-0 BanngCm�Pe[ed 5.6!]m4 a Nowaler0bservadduringMA4rg l��rr�con m Drill Rig: Ch£ 550 Driller. a 2b10 IOWA CITY, IOWA 1Q'ID0"r /� «o,��r `""ne ADGr RAV IAC J413000 Ill�t\ 1740 Llnb9er Lane SYCAMORE STREET IMPROVEMENTS 9EC69BER 2014 North LlbvtY, IA 5231)e..r.�.....-=w building strong communities. main 319-626-9090 CITY LIMITS TO GEOTECHNICAL INFORMATION �a.wwar OC a J JSSw FIELDBOOK MCCLURE" 1..319-525-9095 SOUTH GILBERT STREET, PHASEI ENGINEERING Ca. N:\Proieate\IIAC-3613008-00\Design\Plans\3613008—O.dwg Bruce VanSICBe 12/23/2014 3:39 PM BORING LOG NO. B-6 Pae 1 of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: City of Iowa qty Iowa City, Iowa j LOCATION 6Qa FtYM A-2 Az ATIEReERG uMrts � � oa o: k Nortlrig: 59]902 Eesunq 2163929 Sufam EJ 9i.: 664 (FL) o ¢� LL D' Tie N yU� LL � U H ?"Asphalt ChtpSeel 06 669. FILL -LEAN CLAY trace sand end organics dark gray 11 3-4-5 9 21 47-21 -26. 9.6 1 LEAN TO FAT f1AY fClICM 11aa9 sand gray, very stiff N medium stiff T3 2.2-4 2:75 27" N=S {HP) 5 14 2-2-3 1.75 � N=5 (HP) 10.0 Boring Termrnetetl at TO Feet r`, 12M 36ee[ 3W Car9rR�ks, kwa R9eri N0_W1456p6 EI:NtiR F9 BORING LOG NO. B-6 Pae 1 of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: City of Iowa qty Iowa City, Iowa j LOCATION 6Qa FtYM A-2 Az ATIEReERG uMrts � � oa o: k Nortlrig: 59]902 Eesunq 2163929 Sufam EJ 9i.: 664 (FL) o ¢� LL D' Tie N yU� LL � U H ?"Asphalt ChtpSeel 06 669. FILL -LEAN CLAY trace sand end organics dark gray 11 3-4-5 9 21 47-21 -26. 9.6 1 LEAN TO FAT f1AY fClICM 11aa9 sand gray, very stiff N medium stiff T3 2.2-4 2:75 27" N=S {HP) 5 14 2-2-3 1.75 � N=5 (HP) 10.0 Boring Termrnetetl at TO Feet r`, r7 I Q-' Bheofimtim lire...... nm�e.ImaRu, 6etramitian rtey bB graiiel. HammerType: CMEA14amdic AtivanmmeK Me6nd See F�ibBA-3 tadeaxipGondfidd f`latas: Paws Auger pm®does. Cmp®i[e sanple�lrel fmn Boiimp 65, B-6. &]. Soo Append. Bfor doomptim Mlahomtary &11,a�d&12fiunalyiuNinJMyDW3reLL pmmd3ms and etldRiOreldala (6 ant} Sae Appendx C far exp'ereEan of aymbda and AEaMolmeK Metlnd Bpriig baF511ed wiM auger c�n0igs and pevemeK abbreNaOore. patdretl upon dOmpl�an WATER LEVEL OBSERVATIONS l��rr�con 264912th Street SW Boring Smrted: s,T✓Z0t4 BOnnp Camgeted:55r2014 No xabrobserved during drdfi]KJ Drill Rig:CME-550 Dnllec C� Ce�r Rapitls, kx2 HgeGNa_LE 145SI1S 6XM1bK A-111 BORING LOG NO. B-8 BORING LOG NO. B-7 PROJECT: Sycamore Street CLIENT: McClure Engineering Company I mvemerTts -Phase 1 NOI'tlT Liberty, Iowa SITE: Langenherg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa qty, Iowa U LOCATION bee Fat'1bh h2 Page 1fDF1 Z PROJECT: Sycamore Street CLIENT: McClure Engineering Company I rovemerrts - Phase t North Liberty, Iowa g NaMing 598211 Eaelilg 2183966 SITE: Langenl3erg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa City, Iowa 3p h a LOCATION See Frli Gt A2 ATTEf✓�ftG ELEVMK) � Os 4"Asphell ChipSeel 611. U FILL -LEAN CLAY Dace sand and gravel od' of $ NaNing �8l 11 FasOng 2183924 LLyLyl dark Movm 8 Surfaw Elev.:6W (R.j o ti� 23 a N=7 'a TH V O r LEAN TO FAT CLAY (CLICK trace sand brown, sllff T" Asphalt Chip -Seal O 0.6 6fiP. 11 @-3:4 2.0 L -LEAN CLAY � FILUr A (HP) 5 ham sand � dark tlroWn and brOWn a 3-rE8 13. 20 �4 X LF_ArJ CLAY (CL) tr^ce scfnn N=11 nm,rm. u i q� ti 1-1-1 p.25 � 5 N=2 (HP} 10❑ W t — 30 fiodng Termrnafed of 70 Fee( u y LEAN TO FAT CLAY (CLTCM c u G Trak sand yy, brown, atiffto very stiff 13 �' L�7 I 28 N=10 (HP} � 5 b t. 1 C. BhaOfica['wn linea ere eppmtlme;41rtrst4 tla lrerei5on nay be gediaL Hartrreriypa CA£Artaneac 4daalwrtartMdMd Sea Ed,ibRA-.3ia darripGon rtfield N�� PaverAyer procedures, Scp Apprnmx Bfor cbemptim of lohomtory pmwdares and additiord dela (8 ary). See Appendix C for mp'alatian of symCds ad Atiantlamart A6tlrod: LFAN CLAY (CL) abbrevia[rons. pa[dletl uPm wnplpdan WATER LEVEL OBSERVATIONS l��rracon 2640121h Sbek SW Cermr Rapitl4law'a Bonn95ta�: Sel2814 Body Cvnpleted:55/2014 No waWro6served dw/ng dnrng Drill Rig: CAE -550 Driller. DL f'IgeGNo_fEi145aLV Gtnblt A-11 trace sand t brown, sofin g� 8 v 1-1-2 rio 0.5 � N=3 (HP) 6� 10.0 658 Boring Terminatetl of lO Feet i �3o b e -q• <"✓ R Saaafiw5pn sires ae eppmumafe.li.e[u,tlabareRan nay ba gradwl. HanawrTyp¢ CAE Ntan�ic ea F q� �+ Advmwnart AlaFdrk Saa Exnibrc A3far�aaiMioncifiMtl Nrtm: Poxes Mga o pmaeWms. CanpwRe aaplaakar Sam 8anngs BJ, B-5. Bb, 6T, 9 a See A{Qavix Bkrdescsip5an of kbwa[ary &11,end &12 hen appmrimetely 00t 3faa. i y pmwdares aid aadiaarel die (8 arty} zAterdamlert hletlwQ See Appmdx Cfa eRVarebm of cyn8ds ad y Bony baRfilletl WNt agarcl5yeand lavemert abbreviaaora. pertl+ed upm rumpledart D WATER LEVEL OBSFR/ATIONS Bony Stand:55ia)i4 Bary Cayletetl: S5f2014 No water obseRed during tlrdA'rg lrerraeon Drill Rg: CME -5f4 Driller Ll zuo 12M sbee[ Dw CadarRetitl4luxs Pryea No.: 86145686 FxHbk A-t FL IOWACIIY,IOWA rADGr BAV• Ore �^ 'll%^ 1T40 Linlnaer Lane SYCAMORE STREET IMPROVEMENTS rwnsana,r•.na... x..wu.-xu.. x.. n.- SDA'-ITee,tion„:.a,:;,�n"',f�."�;:"ro:Am.w...i,u.,.. war°o. IAC 06t 3000 building strong communities. North Liberty,A, Cm LIMITS TO GEOTECHNICAL INFORMATION a, nw.•w.•.w•.wa..+...a,..• oma••- • a•m.•-..<m,.-,.. .,«.. «. •..wwr..�u•.n.n •.aro.e. ^•OL _ nii __ DECEMBER 2014 iss FIEIDBOOK MSC L U R E'" 5237 m° fax 319-025-9095 SOUTH GILBERT STREET, PHASE <a.,...ae-.a.-.,.,.a._�..aa»6,_a.�a.�..,. ,.�pa"a-..d..... i„ r,,,,,,:. �( v ENGINEERING CO N:\Projects\IAC-3613008-00\Design\Plans\3613088-O.dwg Bruce Vansickle 12/23/2014 3:39 PM BORING LOG NO. B-8 Page t of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company I mvemerTts -Phase 1 NOI'tlT Liberty, Iowa SITE: Langenherg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa qty, Iowa U LOCATION bee Fat'1bh h2 Z ATTEBBERG 11MITs g NaMing 598211 Eaelilg 2183966 � 3p h a ELEVMK) � Os 4"Asphell ChipSeel 611. FILL -LEAN CLAY Dace sand and gravel dark Movm 8 2-9d 23 N=7 2.5 fiW. LEAN TO FAT CLAY (CLICK trace sand brown, sllff 11 @-3:4 2.0 N=7 (HP) 5 Sul LF_ArJ CLAY (CL) tr^ce scfnn nm,rm. u i 1S 1-1-1 p.25 � N=2 (HP} 10❑ W t fiodng Termrnafed of 70 Fee( c yy, _ L�7 I --i � Tl t. 1 BORING LOG NO. B-8 Page t of 1 PROJECT: Sycamore Street CLIENT: McClure Engineering Company I mvemerTts -Phase 1 NOI'tlT Liberty, Iowa SITE: Langenherg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa qty, Iowa U LOCATION bee Fat'1bh h2 Z ATTEBBERG 11MITs g NaMing 598211 Eaelilg 2183966 � 3p h a ELEVMK) � Os 4"Asphell ChipSeel 611. FILL -LEAN CLAY Dace sand and gravel dark Movm 8 2-9d 23 N=7 2.5 fiW. LEAN TO FAT CLAY (CLICK trace sand brown, sllff 11 @-3:4 2.0 N=7 (HP) 5 Sul LF_ArJ CLAY (CL) tr^ce scfnn nm,rm. u i 1S 1-1-1 p.25 � N=2 (HP} 10❑ W t fiodng Termrnafed of 70 Fee( c yy, _ L�7 I --i � Tl t. C. BhaOfica['wn linea ere eppmtlme;41rtrst4 tla lrerei5on nay be gediaL Hartrreriypa CA£Artaneac 4daalwrtartMdMd Sea Ed,ibRA-.3ia darripGon rtfield N�� PaverAyer procedures, Scp Apprnmx Bfor cbemptim of lohomtory pmwdares and additiord dela (8 ary). See Appendix C for mp'alatian of symCds ad Atiantlamart A6tlrod: Baiyb hfilledwith auger ottiya a,tl pavxrert abbrevia[rons. pa[dletl uPm wnplpdan WATER LEVEL OBSERVATIONS l��rracon 2640121h Sbek SW Cermr Rapitl4law'a Bonn95ta�: Sel2814 Body Cvnpleted:55/2014 No waWro6served dw/ng dnrng Drill Rig: CAE -550 Driller. DL f'IgeGNo_fEi145aLV Gtnblt A-11 BORING LOG NO. B-10 w aPower Page t Di t PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: City of Iowa qty Iowa City, Iowa 0 LOCATION sea Ekabh A2 O>�`6FWt��� AT1E(U3ER6 LIMRB t6 � d NaMiIg: 590421 Fasting 2183920 Sufece FJw 601 (FL) p �a < � �� edaJ � 3D m � r 6"Asphalt l]IipSeal 05 FlLL -LEAN CLAY IA t2Ca SaTltl 104M 7 33-3 � LFJW CLAY (CLI with sand seams N=S bmvm• soft to stlff {tel, dj �j y� 1D 2-2-2 2A 21 ��i Nrt (HP) 5 a> BA 6l sANm sir mau brown, medium 9liff to stiff 14 2-Z-3 2.D 1a N=5 (HP) 10.0 6/t t Badng Tem6nated at 10 Feat 4 I _ TD SlreOfica[im liresere appwuma[e.Imsrty th veiviticn rteyhe gatluaL Hemreriype� CMEArtanaic AWmrameK MYI>M: Sae Eidrib'R A-3 far desripdOndfield NR®� Mga pm®lures. Sae Appandx BforLL oviplim of lohorv[ory pm®durea aM addRarel drta (R any} See Appendix Cfar expare0m of symbds ed AbandmreK Haenel eying backfilled wi[M1 auger adRrga team Wfl�re6PL abbreviai0ns. WATER LEVEL OBSERVATIONS l��rr�con ZCarkrl2tgitlg Boring Started:5512m4 Bodng Canpebd: 5612ot4 yJD weferobsRYved drxirg dAe'rg 0 11 Rg: CMF -550 Driller 0. vxa Prger2Na_Iti14581ti GNYhrt A-14 id4lowa R9eGNp-06145606 FrJibk F-19 BORING LOG NO. B-10 w aPower Page t Di t PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: City of Iowa qty Iowa City, Iowa 0 LOCATION sea Ekabh A2 O>�`6FWt��� AT1E(U3ER6 LIMRB t6 � d NaMiIg: 590421 Fasting 2183920 Sufece FJw 601 (FL) p �a < � �� edaJ � 3D m � r 6"Asphalt l]IipSeal 05 FlLL -LEAN CLAY IA t2Ca SaTltl 104M 7 33-3 � LFJW CLAY (CLI with sand seams N=S bmvm• soft to stlff {tel, dj �j y� 1D 2-2-2 2A 21 ��i Nrt (HP) 5 a> BA 6l sANm sir mau brown, medium 9liff to stiff 14 2-Z-3 2.D 1a N=5 (HP) 10.0 6/t t Badng Tem6nated at 10 Feat 4 I _ TD SlreOfica[im liresere appwuma[e.Imsrty th veiviticn rteyhe gatluaL Hemreriype� CMEArtanaic AWmrameK MYI>M: Sae Eidrib'R A-3 far desripdOndfield NR®� Mga pm®lures. Sae Appandx BforLL oviplim of lohorv[ory pm®durea aM addRarel drta (R any} See Appendix Cfar expare0m of symbds ed AbandmreK Haenel eying backfilled wi[M1 auger adRrga team Wfl�re6PL abbreviai0ns. WATER LEVEL OBSERVATIONS l��rr�con ZCarkrl2tgitlg Boring Started:5512m4 Bodng Canpebd: 5612ot4 yJD weferobsRYved drxirg dAe'rg 0 11 Rg: CMF -550 Driller 0. vxa Prger2Na_Iti14581ti GNYhrt A-14 a a a a Y a u a 9 � w a F g kk3 k a z - IOWA CITY, IOWA n ��, au+wm......•rae.vi..m-Feuer=mnesnn m.. ADG eBAV I'I�� 1740 Llnln9er Lane SYCAMORE STREET IMPROVEMENTS IAC 3613008 building strong communities. Menti liberty, IA 52317 o�-•e -•.»�•r.••�.a•...�...<.n.r..e....a.w....enm..na..wiw.e. m,m 9 9 CRY LIMITS TO GEOTECHNICAL INFORMATION wawr+e. Q,d% DKEMBER 2014 MCC L U R E'" mein 319-a2B-9D90 uniya nea.mm�ne �. m.. �. ra e.�. J65 n PIEIDBOOK fax 3tB-82B-ease SOUTH GILBERT STREET, PHASE I >.,..,..,,,.,,,„,.- ENGINEERING CO, N \Projects\IAC�613008-00\Design\Plana\3613008_D.dwg Bruce VonSickle 12/23/2014 3:39 PM BORING LOG NO. B-9 Page I of I PROJECT: Sycamore Street CLIENT: McClure Engineering Company ImpSMILE rovements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa City, Iowa O LOCATION Sea Fr3tibRA2 c. ATTEeBERG U � �4: NaNdrg `.88216 Eas8ng 216386'! p �� �� WPl-PI ELEVA E — 7S'Topsatl L -d 6E6. FAT CRAY iQiI g 1-2-3 27 5&2M1-34 1raDa sand N=5 2.5 brown, metl4m slid to stiff (HP) 5S 660. nF MCL--�-i=�f -U trace sand 23-3 1.5 brown gray, s1W b soft 11 N=6 (HP) 29 i< 5 15 7-1-1 0.25 � N=2 (HP) 1aa � t o Boring Terminated a# 10 Feet a ��r Sha0fira0allin�s era appmumem.lmai[u, tba tranahion may ba gradual. HammarTypa CWNlbneec LL P.ac nuI�4at,od Sae EblM1ihRA3fw daarif-dandfield Naw o Pmmtlrree. D See Appendx 6fprdesaiptim of laboretay y preredrres eN adlmard deb (8 any). iAbantlwmeK ROaCad: See Appendx Cfar erperstim of syrrbds and a Borirg bacldlletlwiN auger cuBrga lVan danpeew. abbreviatiora_ WATER LEVEL OBSERVATIONS aadrg Sfabd:55iIDt4 acting Cm,petad: Bb!]1114 No wafer observed drnlfrgdrlYrg l�erracon Drill Rig: CME -550 D011er.OL 2U012N Bneet 3W CaderRW BORING LOG NO. B-12 � � q� 16 v > iAberdamert M � Page tDtt PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 BORING LOG NO. B-11 SITE: Langenberg Avenue to Lehman Avenue OWNER: qty of Iowa qty Pae 1 of t U LOCATION Gee ENMMA2 PROJECT: Sycamore Street CLIENT: McClure Engineering Company }C ATTE ARG Improvements - Phase 1 North Liberty, Iowa SITE: Langen6erg Avenue to Lehman Avenue OWNER qty of Iowa City NoMng: 598931 Eaan }2183912 Iowa qty, Iowa K� pJ. � �� �� �� U O. LOCATION Sao Erivbi[A-2 U Q. o 3o m a ATIERBE0.G DM4TG TH � a-- "Malt ChipaSeel OS 6Tr. 6" Crushed Limestone I.6 m � Nortldig 598681 Eas1nff 2161916 El9i.: � �� A �� FILL -LEAN CLAY trace send and organics Sudam 628 (R) o dark brown B Neal � 3.D fir VATK)N Fi 1 FAVI FAY r��AY rnl \rr'1 \ trace Band F mnitll3tl brown and gray, stiff b soft .� 70 Nis 28 38-1721 u 6” Asphalt IaliPSeal (Hp) 5 05 6Tl. FlLL-- ETO FAT IAAYFAT f1AY 18 1-1-1 0.5 31 h N=2 (HP) (race sand dark brown Boring Terminated et 10 Feet � cre-sso Dnna� a c Cedar Rapid; laza PryeGNa: 06145606 E#ibit A-15 g 8 5i-4 23; 14-4 � I N=ly t� t, • rn 50aefiratim tires xe eppwcma<e.lnslµ Be tmreRbn may be gemel. Hammer Typa CMEAWan�ic Advatcamrt Mempd See Exhibit A-3far desaip5vndfidd Nates. Pwrerfuger 3.9 674 Carp®Re sertpletekai frau Bgfings Bi,&5, &6, B-], Svc Appmda Bfvr dvvmpRan of lobamMy &11, axI f112 Raneyy,wiiniAal Ow3fma. pmarduias and addRivrel data (if airy} Sae Appendx Cfar explar9atim of symbds a -d Carposbe ®npletaka, frau Bones&12 aM 8-13 fmm epprauma[dy 3io fifes[ McCom LEAN TO FAT CLAY (CLACK ebbleviaions. patd,ed upm eoayledan WATER LEVEL OESSERVATIONS ���rracon 2�'�Strae[bSW baring Started: 55rzOf4 Bodrg Canpletetl:5r8120t4 No wafer observed during drOxrg Drill Rg: CAE -550 Duller DL HgectNo=w1455tw Lxtrblt A -t6 d Item sand mottled blown and gray, medium atlff b very stlff 6 2-2-2 2.25 N=4 (HP) a 5 g 4 w G 641. I- IFAY ct Av fcu 'tram sand mottled brown and gray, soft g 5 13 1-1-2 0,5 S g N=3 (HP) %10.0 G6 Boring Tarmina(ed at to Feet 1n d 2 w w u i >. S0a0iica5an liras are appmslmde.lm®tµ the wisrtron may ba gaduaL HamrterTypa CNRE AUamedc Adua,cemartMetYod: Sae ENibrt A-3 fartlasaipdand field Na�. D � pmaWums. Carpmite mrtpletaka, frau Bodngs B4i,&T, n Bee Appmda Bfvrdesaiplim of leboretay &11, antl 8-12 fmm appmrime[Hy Oto 3feet j pmoWrree aN addiGore date (il arty} AbelM9mart McCOtl: Sea Apps,da Cfa mylalatiaan of syrMtls and m Bairg badfilledviM agsras5rga antl pavemart abbmvisiore. petrhed upm mmpmon � WATER LEVEL O&SERVATIONS 1%rr�con Bodng Serced: 55xAt4 Bvdng Canpe[ed: ssflm4 No water abs,rnNl aLdrg drAA'rg DmI Ng: IOWA CITY, IOWA EADG RAV I'I�^ 1240 Llnln9er Lane SYCAMORE STREET IMPROVEMENTS NO1iCF y"'„`"°,M1°:,M1`;.;M.:'M.°,°m �°';,a p,esi �m°':n�a pnb1A:b......... ke°ia 'werwo_ IAC 3413908 building strong communities. Nam Liberty, IA 52317 mem 319-526-9090 CnY LIMnS TO GEOTECHNICALINFORMATION Q.O$ DMMM2014 )ssw FIEMBOOK MSC L U R E" fax 319-526-9095 SOUTH GILBERT STREET, PHASE cwax.mewwmm�.mm.Fe.ammn.. p...rv.�ra«,cu ss^ u•^wa.��°..Aew�..awe --r.,,°.w,°.•„,, a ,.u.- m.....� ,. ...,...A ...,. ENGINEERING CO. N:\ProjeclsVAC_Wl3006-00\Design\Plans\3613008_O.dwg Bruce VcrSickle 12/23/2014 3:39 PM BORING LOG NO. B-12 � � q� 16 v > iAberdamert M � Page tDtt PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa qty, Iowa U LOCATION Gee ENMMA2 }C ATTE ARG NoMng: 598931 Eaan }2183912 � K� pJ. � �� �� �� LL,pLyl U Suf�El .: 6T8 (FL) o 3o m a TH � a-- "Malt ChipaSeel OS 6Tr. 6" Crushed Limestone I.6 m FILL -LEAN CLAY trace send and organics dark brown B Neal � 3.D fir 1 FAVI FAY r��AY rnl \rr'1 \ trace Band mnitll3tl brown and gray, stiff b soft .� 70 Nis 28 38-1721 (Hp) 5 18 1-1-1 0.5 31 N=2 (HP) Boring Terminated et 10 Feet � cre-sso Dnna� a c Cedar Rapid; laza PryeGNa: 06145606 E#ibit A-15 BORING LOG NO. B-12 � � q� 16 v > iAberdamert M � Page tDtt PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: qty of Iowa qty Iowa qty, Iowa U LOCATION Gee ENMMA2 }C ATTE ARG NoMng: 598931 Eaan }2183912 � K� pJ. � �� �� �� LL,pLyl U Suf�El .: 6T8 (FL) o 3o m a TH � a-- "Malt ChipaSeel OS 6Tr. 6" Crushed Limestone I.6 m FILL -LEAN CLAY trace send and organics dark brown B Neal � 3.D fir 1 FAVI FAY r��AY rnl \rr'1 \ trace Band mnitll3tl brown and gray, stiff b soft .� 70 Nis 28 38-1721 (Hp) 5 18 1-1-1 0.5 31 N=2 (HP) Boring Terminated et 10 Feet � c � I t� t, • rn 50aefiratim tires xe eppwcma<e.lnslµ Be tmreRbn may be gemel. Hammer Typa CMEAWan�ic Advatcamrt Mempd See Exhibit A-3far desaip5vndfidd Nates. Pwrerfuger pmmtlurea. Carp®Re sertpletekai frau Bgfings Bi,&5, &6, B-], Svc Appmda Bfvr dvvmpRan of lobamMy &11, axI f112 Raneyy,wiiniAal Ow3fma. pmarduias and addRivrel data (if airy} Sae Appendx Cfar explar9atim of symbds a -d Carposbe ®npletaka, frau Bones&12 aM 8-13 fmm epprauma[dy 3io fifes[ McCom Bang becNfilletlwim anger attngs aM pavenert ebbleviaions. patd,ed upm eoayledan WATER LEVEL OESSERVATIONS ���rracon 2�'�Strae[bSW baring Started: 55rzOf4 Bodrg Canpletetl:5r8120t4 No wafer observed during drOxrg Drill Rg: CAE -550 Duller DL HgectNo=w1455tw Lxtrblt A -t6 BORING LOG NO. B-13 Page 1 of I PROJECT: Sycamore Street CLIENT: McClure Engineering Company Improvements -Phase 1 North Liberty, Iowa SITE: Langenberg Avenue to Lehman Avenue OWNER: City of Iowa qty Iowa City, Iowa S7 LOCATION Sea EJrbit A-2 2 w_ � ATTERPEBc � �4. �� �� Nakvng: 599191 Easling.-2183913 qy�� LLA-PI a rya DEPTH 7" Asphalt Chip-Seal u d Db fill. 10 5" Crashed Limestone 57. -'= LEAN CLAY (Possible FBIt/CLI trete santl 1-3-5 2.25 9reY, sin to very diff 9 N=8 (HP) � 49- -29 q 2 r Irani sand �s gray brown, soft to medium stiff 13 t-t-r os 2B N=3 (Hp1 �6 �. 5 g is 1-2-2 1.0 � N=4 (HP) 1oe fis g.. 06145606 FxFiCit A -fl Boring Terminatetl at )O Feet r-� O S"J � C:1 �' B� n StraOficaGan lines ae appmAma[¢.Irtsitµ tle VareRron may be gadp 1. Hamrar Typa CME Mtana0c q oPOxer Aaaa,camerc Metlro2 Sae ErbibRA-3 far tlaaripion of field Notes: Auger pm®tlrree. CdnpasRe wrtpletekm hon BonmpB-12 artl B-l3 ficm � See Appa�da Bfardasaip[im of leboretay aFpwim�ly3ta 6faR. j pmmd�ms and erHAiOreI dere (rf any} iJ A[erdanNrc Mstlad: Sea Appair3x Cfar anplareom of synods and � a Bpdrc}bedlfilledwNl stgarnmrgeaM {evarert aWreviadore- pe[dlatl rpm mnpedort WATER LEVEL 085F1RVATIONS Badng Stlried: 55fA14 Body,, C m�a�.�" No wafer observed during drdAng 1(errIOWA acon DdII Rig: crx�5� Dana= a two 1zn sneer sw CerBrFtspka imus Prged No- C", IOWA ADG SAV �^ 1)40 Unln9er Lane 11�•n.....`ti SYCAMORE STREET IMPROVEMENTS ^'+•^'^_^••^^o�-.•..-••-•m=b^umx�.xim.^euciwrm u.m.mam-x�bw^i,mu,-�rv.. n.-. .•m m.. �....... n.-ax^. u.m as ear,^b,., �aiw.,n. ~,r-� IAC%13008 on... _ building 6ff00 communities. Nmtb Liberty,319-6IA 6231) C g 9CITY 319-626-9090 LIMIT$TO GEOTECHNICAL INFORMATION roF�.^m w. .. ".we,..m..^......n..,. Boa .e ......^ d= .^.n...e. Q•09 DECWBER 2014 lssFIELDBOOK fax ala-eze-eoes M C L U R E" fax SOUTH GILBERT STREET, PHASEI wm•a•••.^�-vwm'. ENGINEERING Co. N:\Projects\IAC�13008-00\Design\Plans\3613008-O.dwg Bruce VanSickle 12/23/2014 3:39 PM 06145606 FxFiCit A -fl —nom REMOVE 24 LF 12' CMP ------------------------------ �- OS: 33 ,; xa�. =yam- —. —. ——..—..—..—..— — ••—.. STA: 107+90.04 _ . —,�— OS: -78.54 LT w I _w_ STA: 08: M w STA 107+6 08:71.88 RT —. —..—..—..—..—..—..—..—..—..—..—..—..—..—..—.� .. —.. 1 I I IOWA CITY, IOWA ADG BAV MC3613002 DECEMBER 2014 JSS FIELDBOOK BIDYR0 LBTA:+07+80A7 OS: -21A3 LT STA 107+77.09 OS: -21A9 LT STA: 107+n.75 OS: 21.554 RT STA: 107485.41 OS: 21A8 RT STA 107+9218 os:Ir.71 Rr 8TA 1074M17 08: NAS RT f-3 — 1 STA: 10I+84.84 08: 45.94 RT REMOVE AND REPLACE BOLLARDLOCATEDAT BIKE PATH ENTRANCE :107+74.86 46.00 RT 111i'► 1740 UnInaer Lane building strong communities. North Liberty, IA 52317 McC1 U R C' main 31--26-2090 le L R C .I 3ID-626-9 9 ENGINEERING CO. _87A 108-NAO 08:5.98 RT 108+74 i II rtin d 0 10 20 znm 40 0 _j L7 ^L 1 I GRAPHIC SCALE C> m..wm"m..".•.m..w,.......u..na.... �I ill lD a�a.� m.nm,xu....u.,.a r�.."�o'„n"�.,, R.04 SOUTH GILBERT STREET, PHASE I I I II I I I II I 9 I O II 0 10 20 znm 40 0 I GRAPHIC SCALE SYCAMORE STREET IMPROVEMENTS m..wm"m..".•.m..w,.......u..na.... CITY LIMITS TO REMOVALS a�a.� m.nm,xu....u.,.a r�.."�o'„n"�.,, R.04 SOUTH GILBERT STREET, PHASE --170+00 33 Afr-" I 1- LLJ O CJ } L b I. 175+00 } F Tl I } ' I 180+00 S.07 180+54--- � t � _ 181+79 I t L t7J, SYCAMORE ST NS G s 0 0 125 250 500 w < ( -1 :0' a GRAPHIC SCALE. I I a o k �. —axaerlren,« L.. �.._._.._.._.._. ..�..—.—.._..—..—..—.._.._..—..—..— —.. —..— —..—..—..— —.._.._..— —._..i. 1 a L I Ore Q S:09 , s p� Y NEW ELEMENTARY SCHOOLR^'° 44ti f ,<-82+73 1 I 1 85+00 90+00 i 95+00 100+00 S.041 105+00 fTG8*74, < S 03 _— 1- v06 1 r --- I ---7- 191+25 rowAcvv,'owA BAv IAC 3e1309e UKEWER2014 FIELDBOOK 11111w,"N't 1740 Linin9er Lane building strong communities. Boren Lf""'r IA 52317 MIE' U R E" main 319-820-9090 lee 319-628-9095 ENGINEERING Ce. SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO SOUTH GILBERT STREET, PHASE I PEDESTRIAN ACCOMMODATIONS S.01 t L t7J, SYCAMORE ST NS G z 5.05 LJLIJ0 185+00 a o k L 1 a I Q S:09 , 44ti f i I i 190400 y�r 1 r --- I 191+25 I i I rowAcvv,'owA BAv IAC 3e1309e UKEWER2014 FIELDBOOK 11111w,"N't 1740 Linin9er Lane building strong communities. Boren Lf""'r IA 52317 MIE' U R E" main 319-820-9090 lee 319-628-9095 ENGINEERING Ce. SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO SOUTH GILBERT STREET, PHASE I PEDESTRIAN ACCOMMODATIONS S.01 ADG �1SS 108 109 110 111 112 113 114 115 116 U120117 118 119 MYfim FIELDBOOK 85+00 Station Offset Elevation 84-6902 17.07 668.96 84+69.00 31.50' 669.81' 84+5699 36.57 669.66 84+68.96 5.15 670.46 84+58IS 62 W 6714T 84+93,66 62.65 67149 84+93.68 5.13' 669.74' 64+93.73 36.50' 669.70' 84+93.76 31.60' 66962 84+9183 1700' 656.70 8&47.54 48.07 667.98 86+4755 40.00' 667.66 8544755 -27.07 667.09 88+47.55 -17.00' 65649 8645255 -17.07 666.43 66454.49 .27 .07 667.03 86+52.&5 40.07 667W 8&52.54 48.07 667,97 86-4755 17.07 655ASE 864-47.55 2 TRY 667.12 B&47.55 31.W 667.47 B'SE95.55 48.07 668.39 IOWA Gm', IOWA IAC 3613WS DE, QFR2014 155 86496.55 0 10 20 40 NORTH GRAPHIC SCALE DRIVE Station 121 1 86447.55 1 38.51Y 667.4T DRIVE 122 86+52.55 17.51' 666.46 DRIVE 123 8645255 27.07 667.04' DRIVE 124 86+6255 31.57 657.32 MATCH EXRSTM 125 86452-55 3657 667.47 MATCH EX5T11143 126 86`H61.94 38.50 656.69 DRIVE 127 8647194 36-W 666.40 DRIVE 128 86-70.24 31.57 686.36 DRIVE 129 8646194 31.57 666.81' DRIVE 130 86498.86 31,50 666.33' SIDEWALK 131 87+07.16 31.50 666.51' SIDEWALK 132 86497.16 3650 66&38' SIDEWALK 133 87+07.16 36.50 666,59 S DE WALK 134 87+16.55 35.50 666.80 SIDEWALK 135 87+16.55 31.50' 6BS 77 SIDEWALK 136 87-16.55 Z7.017 666-4T SIDEWALK 137 87+16.55 1751' 655.93 SIDEWALK 138 87+21.55 17.00 665.89 SIDEWALK 139 87-2155 27.00 666.51' SIDEWALK 140 87+2155 31.50 666.80 SIDEWALK 141 87+21.55 36.59 65687 SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK S IDE WALK S DEWALK 5IDEWALK S DEWALK S DEWALK S DEWALK SIDEWALK SIDEWALK s Paint Station Meet Elevation Description 142 87+16.65 -17.W 665.92 SIDEWALK 143 87+16.55 -27.W 866.51' SIDEWALK 144 87+16.55 40.00' 657.26 SIDEWALK 145 87+1654 48-W 661.47 SIDEWALK 146 87+21.55 '9.59 667.36 SIDEWALK 147 87+2155 -0[107 WE 26 SIDEWALK 148 87+21.55 -P.W 666.49 SIDEWALK 149 87+21.55 -17.W 6O&SKY SIDEWALK 15 86+72.55 -00.06 666.67 CROSSWALK 151 8&7255 46.00 666.76 CROSSWALK 152 86+84.55 'ODD 666.46 CROSSWALK 153 86484.55 4B.W 666.56 CROSSWALK 154 B'SE95.55 48.07 668.39 CROSSWALK 155 86496.55 '000 61 CROSSWALK 158 86431.54 48.06 888.17 SIDEWALK 157 86431.55 40.00' 668.05 SIDEWALK 158 87+29.55 A8.U0• 667.34' SIDEWALK 159 87+29.55 40.00 667.22 SIDEWALK 15 87+26.55 31.50' 666.89 SIDEWALK 161 87+26.55 1 36-59 66BAT SIDEWALK 162 86+37.55 1 31.59 661.64• SIDEWALK SYCAMORE STREET IMPROVEMENTS 0171' LIMITS TO SOUTH GILBERT STREET, PHASE I +00 ont 11111w^ 040 LINPOW LFne Mael building strong communifie: n°rth Liberty, lA 53317 McC L U R E~ .lo 319-826-9090 I 163 fax 319 838-9095 MERE ENGINEERING CO s o. ab ou SYCAMORE STREET IMPROVEMENTS 0171' LIMITS TO SOUTH GILBERT STREET, PHASE I +00 ont Station Mael Elevation 163 8&37.5 MERE 667.71' 1648&711.24 36.58 SWAN 165 86-98.86 3657 66641' SIDEWALK fv� cn C i _i Z4 l.iJ e-�.nF PEDESTRIAN ACCOMMODATIONS a S.02 0 10 20 40 GRAPHIC SCALE NORTH 272 20D 207 209 211 213 242 244 46.2% -1.5% 1.0% N N .5% 243 201 206 214 K 215 245 a m m `? 205 209 210 217 7 73% 202 219 --- 203 204 216 90+0 91+00 92+00 241 240 2'21 220 239 238 232 3 12% 249 237 234 231 229 � -7.1% ' Y22 246 -1.4% 1.5% 7% -1.5% 3.8% _ •1A% •; -1.5% , J.7% , 224 'n % �. 246 250 251 247 • 238 235 233 230 228 228 225 Z m r r MA cm. IOWA """""` ADG BAVw �N^ 1]40 Llnln9er Lone SYCAMORE STREET IMPROVEMENTS AC36U3008 bVi (iif19 :!!o/Iy No U, Liberty. IA 62317 emo.w..wwm•.p..�mw r nu^+wn�+e.a.xu.wnv..� oECEM6E0.3ou M°C L U R E" mmn 319-626-9090 CITY LIMITS TO PEDESTRW4 ACCOMMODATIONS 3.03 155w FIEIDBOOK lex 319-626-9093 SOUTH GILBERT STREET, PHASEI r��. w^°. mr.. a-�nw'm�.,n��.nmmm®w�•��.e�..�..e w�°'""�"wn�� ENGINEERING Go. Point station Offset Ebvatbn Descriptbn 200 90+53.46 -48.03' 665.04' SIDEWALK 201 90+53.46 -40,03' 664.92' SIDEWALK 202 90+53.46 -29.09' 664.55 SIDEWALK 203 90+53.46 -19.09 664.23' SIDEWALK 204 BD+58.46 -2201' 664.23' SIDEWALK 205 9D+58.46 -28.09' 664.4T SIDEWALK 206 90+58,46 .40,03' 664.84' SIDEWALK 207 90+58,46 48.03• 664.93 SIDEWALK 208 90+68,36 40.00' 664.26' SIDEWALK 209 90+68.44 46.09 664.34' SIDEWALK 210 91+08,53 40,00' 664.4T SIDEWALK 211 91+08,44 48.09 664.59 SIDEWALK 212 91+18.87 48.00' 665.18' SIDEWALK 213 91+23,97 48.00' 665.23 SIDEWALK 214 91+1&97 40.00' 665.06' SIDEWALK 215 91+23,86 40.00' 665.14' SIDEWALK 216 91+18.97 -22.3T 664.03' SIDEWALK 2i7 91+19.02 -29.30' 664.44' SIDEWALK 218 91+23.97 -28,39 664.50 SIDEWALK 219 91+23.97 -19.30' 663.91' SIDEWALK 220 81+23,97 18.BT 663.99 SIDEWALK 221 91+18.97 21.2T 663.9T SIDEWALK 222 91+23.96 28.65' 664.19 SIDEWALK 223 87+18.87 26.6T 664.24' SIDEWALK 224 91+23.97 31.50' 664.2T SIDEWALK 225 91+23.97 36.50' 664.34' SIDEWALK 226 91+18.97 36.55 664.47 SIDEWALK 227 91+18.97 31.50' 664.34' SIDEWALK 228 91+08.56 36,50 664.22' SIDEWALK 229 81+1026 31.50 664.1T SIDEWALK 230 80+82.33 38.50 664.28' SIDEWALK 231 90+80.63 31.50 664.25 SIDEWALK 232 90+72.33 31.50' 664b5 SIDEWALK 233 90+7233 36.50' 664.63' SIDEWALK 234 99+58.46 31.50' 665.06• SIDEWALK 235 BO+58.46 36,59 665.14' SIDEWALK 236 90+53.46 38.50 665.21' SIDEWALK 237 90+53.48 31.50 665.14' SI ALK 238 90+58.46 27.00 664.80-,:;-.-•, Sill WALK 239 90+53.48 27.00 664.86"- '--SI()EE�'ALK 240 90+58,46 17.00 664.21' --•;, SIDEjWALK 241 90+53.46 17.00' 664.23' �r, ;, SIO1gPJALK 242 90+29.46 -48.00• 665.8(Y.- _503.tlw9 A9rm Gr9n99ht 1/5/2015 3:13 PM N: \Projecb\IAC_3613008-00\Design\Plans\5-Sheab\3513005 SI ALK 243 90+28.43 40.00' 665.68• SIDE4YALK ..:._. 244 91+31.97 48.00 665.34'-_ .-'�SID@yYALK- 245 91+31.97 40.00 665.22', SIDFJNALK 246 91+38.87 31.50 663.72' SIDEWALK 247 91+38.97 38.50 663.66' SIDEWALK 248 90+38.46 36.50• 665.47 SIDEWALK 249 90+38.46 31.50• 665.34' SIDEWALK 250 90+80.63 36.50' 664.32' SIDEWALK 251 91+10.26 36.50' 664.25' SIDEWALK Pant Station Offset Elevation Description 300 99+24.92 -48.00' 678.56' PC 301 99+24.92 -40.09 678.42' PC 302 99+33.12 -48.33' 678.54' LANDING 303 99+33.76 -00.36' 678.47 LANDING 304 99+38.18 -24.83' 677.47' SIDEWALK 305 99+45.87 -27.07' 677.61' SIDEWALK 306 99+40.58 -49.21' 678.65' LANDING 307 99+41.81 -41.30' 678.53' LANDING 308 99+58.18 -53.5T 679.00' MID PT. 309 99+60.79 -46.01' 678.69 MID PT. 310 99+87.80 -69.69 679.23' PRC 311 99+9274 -63.39' 679.11' PRC 312 100+11.35 -82.89' 679.35' SIDEWALK 313 100+14.15 -75.40' 679.23' SIDEWALK Pant Station Offset Elevation Description 314 100+42.36 -88.50' 679.48' MD PT. 315 100+42.36 -80.50' 679.36' MD PT. 316 100+71.85 -8344' 679.61' SIDEWALK 317 100+69.16 -75.90' 679.49' SIDEWALK 318 100+96.91 -69.69' 679.74' PRC 319 100+91.98 -63.39 679.62' PRC 320 101+26.53 -53.57 679.98' MDPT. 321 101+23.93 -06.01' 679.86' MID PT. 322 101+46.33 -48.89 680.04' LANDING 323 101+45,28 -40.96' 679.92' LANDING 324 101+53.92 48.17' 679.93' LANDING 325 101+53.46 -40.16' 679.81' LANDING 326 101+38.62 -24.23' 678.80' SIDEWALK 327 101+47.14 -21.33' 678.76' SIDEWALK 0 10 20 40 NORTH GRAPHIC SCALE 101 Pant Station Offset Elevation Description 328 101+61.45 18.00' 680.13' PT 329 101+61.45 -40.00' 680.01' PT 330 101+33.23 -6.34' 679.10' CROSSWALK 331 101+33.04 8.09' 679.11' CROSSWALK 332 101+41.46 5.71' 679.06' CROSSWALK 333 101+41.72 -4.17' 679.05' CROSSWALK 334 99+43.12 4.21' 677.85' CROSSWALK - 335 99+51.62 6.37' 677.98' CROSSWALK ,- 336 99+51.76 -8.17 677.94' CROSSWALK "- 337 338 99+43.36 99+44.02 -5.6T -0.67 677.81' 677.88' CROSSWALK CROSSWALK --- -� 339 99+52.76 -0.91' 678.03' CROSSWALK --- 340 101+32.06 0.90' 679.1T CROSSWALK_- 341 101+40.82 0.61' 679.10' CROSSWALK wA CM, IOWA m ro11Y .rnwx,wa ADG BAV 11%^ 1740 LIN,, Lens SYCAMORE STREET IMPROVEMENTS uc ]61a90e building strong communities. H9r1h Liberty, IP 5231] CRY LNRITS TO PEDESTRIANACCOMMODATIONS '" °°" ""°"'°"°"'°°"'"°°"��"`r, ""`"'°°"""""'°""oi v°°°°0- S°°0(� DECD/9ER 29" eAS n MSC L U R E" main 319.826.9090 r FIELDBOOK lex 319-8269095 SOUTH GILBERT STREET, PHASE Is.v�• rv.. ,nai...m. mv� w ENGINEERING Ce. N: Projects IAC_361300B-00 Oesi.\Plans\S-Sheets\3613008_504.Ee9 Aar. Gr9npuial 1/5/2015 3:30 PM 0 10 20 40 NORTH GRAPHIC SCALE Point Station Offset Elevation Description 345 99+37.86 21.21' 677.55 SIDEWALK 353 99+55.36 35.81' 679.63 SIDEWALK 346 99+45.45 23.77 677.69 PC 347 99+32.08 31.59 678.24' PC 348 99+32.10 36.51' 678.31' LANDING 349 99+34.45 31.54' 678.14' LANDING 350 99+34.27 36.54' 678.27 LANDING 351 99+42.60 32.36' 678.26' LANDING 352 99+41.79 37.29 678.34' MID PT. 354 99+53.58 40.49 678.71 MID PT. 355 99+75.55 48.19 679.14' PT 356 99+72.21 51.89' 679.23' PT 357 99+88.52 59.84' 679.27' PC 358 99+85.18 63.56' 679.35 PC 359 100+07.42 72.57 679.36' MID PT. 360 100+05.60 77.29 679.44' MID PT. Point Station Ousel Elevation Description 361 100+29.11 79.40? 679.09 PT 362 100+29.06 84A9 679.1T PT 363 100+54.11 79.64' 679.19' PC 364 100+54.06 84.70' 679.26 PC 365 100+76.65 72.83' 679.62' MID PT. 3e6 100+78.42 77.57 679.70' MID PT. 367 100+96.26 59.79 679.71' PNC 368 100+99.60 63.51' 679.79 1 PRC 369 101+30.46 38.67 679.67 MID PT. 370 101+3225 43A9 679.79 MID PT. 371 101+41.21 35.31' 679.35 LANDING 372 101+42.52 40.13' 679.43 LANDING 373 101+38.80 26.84' 678.89 SIDEWALK 374 101+46.47 24.69 678.76' SIDEWALK 375 .101+49.02 33.59 679.25 LANDING 376 101+49.97 38.41' 679.31 LANDING 377 101+69.91 31.50' 679.55 PT 378 101+69.91 36.50' 679.63' PT 379 100+29.01 89.90' 679.31' PT 380 100+54.01 90.14' 679.36' PC 381 100+46.57 111.67 679.79 'IIID PT. 382 100+28.97 118.86' 680.13' ' PT ,� 393 100+08.28 118.86 680.50,'._.:... DpNEWAY 384 99+87.56 118.86' 680.87_ PC 385 99+75.39 122.99' 661.10'--- CMID PTB 386 99+68.25 133.66' 681.33'. - -PT/MATCHE G 387 99+56.66 130.54' 681.80'.- -' ' CJ AfCH E TI 388 99+68,09 113.46 681.25' -�ID PT: -,n 389 99+87.56 106.86' 680.69' PT 390 100+00.77 106.86' 680.34' DBNEWAY 391 100+13.99 106.86' 679.99' PC 392 100+24.55 102.57 679.68' MID PT. 393 99+29.45 31.50 678.34' SIDEWALK 394 99+29.45 36.50' 678.41' SIDEWALK 395 99+61.61 38.59' 678.82' SIDEWALK 396 99+59.46 43.11' 678.99 SIDEWALK 397 101+58,91 32.05' 679.55 SIDEWALK 398 101+59.33 37.03' 679.66 SIDEWALK e,ueea wwrin IOWA OIY. rowA .mvrora eAy ^ 1740 UnIn9n lane SYCAMORE STREET IMPROVEMENTS ,tpG uca61sa6e ll'ei building strong communities. N Vn L319-626-9090 ty,I317 CITY LN11T5 TO PEDESTRIAN ACCOMMODATIONS �� S.US OLC6MBER 291. d MSC L U R E „�,n"Lq �... iss FIELDBOOK 1e. Oro -626.0095 SOUTH GILBERT STREET, PHASEI ENGINEERING Com. N'.\Projects\IAC_361 W08-007071n\P1ons\S-Sheets\3613W8_S05,d*q Aaron Gmnaulst 1/5/2015 4!01 PN 1 a w TJ Poen Station Offset Elevation Description 4DO 104+9532 -48.01' 676.19' PC 401 104+9532 -40.01' 878.0T PC 402 105+0646 -47.67 678.11' MID PT. 403 105+08.05 39.68 677.99' MID PT. 404 105+21.57 46.67 678.01' PT 405 105+20.76 38.71' 677.89' PT 406 105+0354 31.50' 677.66' PC 407 105+07.26 31.53 677.64' MID PT. 408 105+11.18 31.61' 677.81' PT 409 105+0354 36.50 677.74' PC 410 105+07.29 36.53 677.71' MID PT. 411 105+11.03 36.61' 677.69' PT 412 107+61.32 27.&T 676.00' PC 413 107+6129 32.87 676.08' PC 414 107+64.60 27.66 675.99' MID PT. 415 107+64.81 32.86 676.OT MID PT. IOWA CM, IOWA MYn uc 36134]48 nECEM592014 FIELDBOOK 106+00 0 10 20 40 NORTH GRAPHIC SCALE Point Station Offset Elevation Description 416 107+68.29 27.86' 675.90 PT 417 107+68.35 32.86' 97597 PT 418 107.74.44 27.81' 675.73 SIDEWALK 419 107-74.65 32.81' 675.81' SIDEWALK 420 107.74.78 35.90' 675.85 SIDEWALK 421 107+75.03 46.00' 676.34' MATCH EXISTING 422 107+85.01 45.94' 676.32 MATCH EXISTING 423 107+84.71 35.65 675.71' SIDEWALK 424 107+92.32 35.65' 675.91' MATCH EXISTING 425 107+92.32 27.71' 675.75 MATCH EXISTING 426 107+84.42 27.74' 675.59 SIDEWALK 427 107+84.41 21.97 67523 MATCH EXISTING 428 107.74.31 21.60' 675.34' MATCH EXISTING 429 107.84.38 5.62 675.62 CROSSWALK ISLAND 430 107-75.63 5.62 675.62 CROSSWALK ISLAND 431 107-84.38 5.62' 675.58 CROSSWALK ISLAND 1111wM% IM UN. w Lm. building strong communlfies. NO^^ LN Y. IA 52317 McC L U R E" wen 31'525_W90 ENGINEERING CO. I.. 314525-WQ5 4:59 IM SYCAMORE STREET IMPROVEMENTS CITY UMrtS TO SOLUM GILBERT STREET, PNASE I REPLACE EXISTING BOLLARD ON NEW BIKE PATH (STA. 107+79.63, 40.87' Rt.) Point Statim Offset Elevation Description 432 107+75.63 5.63' 67559' CROSSWALK ISLAND 433 107.75.15 -21.48 675.38' MATCHEXISTING. 434 107+85.15 -21.38 67526' MATCH EX6TIN 435 107.75.19 -25.55 67566' SIDEWALK 436 107+8521 -28.52 675.71' SIDEWALK 437 107+90.21 -28.56' 67590' MATCH EXISTING 438 107+9024 33.55 67587' MATCH EXISTING 439 1 107+8524 33.58 675.78' SIDEWALK 440 107+75.25 33.65' 675.76' SIDEWALK 441 107+71.67 33.58 675.85' PC 442 107+71.67 -25.55 67573' PC 443 107.59.28 -25.72 675.84' MD PT. 444 107+59.51 33.72 67584' MD PT. 445 1074,46.81 -26.1T 67586' PT 446 107-7.23 34.18 67586' PT 447 107+8422 4100' 675.65' MD PT. 448 107+75.46 -0.00' 67566' MDPT. 'CURB GRINDING REQUIRED Gl + -1 PEDESTRIAN ACCOMMODATIONS am...�r.,o..... m..�,- RLc� .tionmP�ed^.. S.O6 � e ('T1 .- e C� + -1 PEDESTRIAN ACCOMMODATIONS am...�r.,o..... m..�,- RLc� .tionmP�ed^.. S.O6 Poirt Station Offset Elevation Descriptim 500 83«48.93 68.OT 670.97 PC 501 83+48.97 67.77 670.80' PC 502 83+33.41 54.24' 670.9T MID Fr. 503 83+31.89 52.09' 670.85 MID PT. SI 83+25.96 47.87 670.8T LANDING 505 83+23.61 44.66' 670.75 LANDING 506 63+18.46 41.67 670.96' PT/LANDING 507 63+15.28 37.46' 670.86' PT/LANDING 50B 83+07.35 28.81' 669.86' SIDEWALK 509 63+14.92 35.90' 669.78' SIDEWALK 510 62+97.77 20.56 670.20' CROSSWALK 511 83+05.93 28.9T 670.17 CFtOSSVVALK 512 82+94.54 21AT 670.31' CROSSWALK 513 83+03.18 29.30' 670.23' CROSSMLK 514 83+03.44 36.44' 669.94' SIDEWALK 515 82+95.80 29.87 670.07 SIDEWALK 516 63+03.85 43.55 670.73' LANDING 517 82+96.40 37.44' 670.85 LANDING 51B 83+04.66 48.76' 670.85 LANDINGIENDTRANSITION 519 82+97.32 42.94' 670.9T LANDING 520 83+13.59 54.48' 670.90' STO&BEGINTRANSFfION 521 83+13.07 51.39' 670.87 ST08'BEGINTRANSITION 522 13+16.69 20.38' 671.14' PC 523 62+74.66 26.85 671.25 PC 524 13+01.01 12.09' 671.00' MID PT. 525 13+00.58 20.OT 671.17 MID PT 526 13+28.00 31.67 671.09' SIDEWALK 527 13+24.30 37.47 671.21' SIDEWALK NOTE: MULTIPLE ALIGNMENTS REPRESENTED ON SHEET S.07. SYCAMORE ST N -S ALIGNMENT (STA. 82+94.49 TO 83+48.97) LEHMAN ROUNDABOUT ALIGNMENT (STA. 13+00.58 TO 13+18.69) 0 10 20 40 GRAPHIC SCALE NORTH ,O �-7= +00 IOWA Cm, IOWA nBAV •'""°"` i"� AUG uc ]6lllwe I'I�^ 940 LRIh9w L.n9 SYCAMORE STREET IMPROVEMENTS DECEmBE0. i01a building 5}fOng communities. North lib9rry. IA 6939 URE~ m.In 319-690.9090 CITY LIMITS TO PEDESTRIAN ACCOMMODATIONS '°" 5.07 155 FIELDBOOK MSC L 4. 819-6969095 SOUTH GILBERT ENGINEERING CO N:\Pmiects\IAC-3613008-00\Desitin\Plans\S-Sheets\3613DOB_907,dwo Kevin Chadzinski 1/i/201510 12 Pu 182+00 \ 1� PCC SIDEWALK LEHMAN AVENUE Part Station Offset Elevation Description 800 181+94.50 -55.25' 670.96' PCC 691 181+88.78 48.66 670.86' PGG 602 182+31.04 39AT 670.50' MID PT. 603 182+27.78 31.9T 670.39' MID PT. 604 182+66.89 31.86 670.31' PT 605 182+66.48 -23.87' 670.20' PT 606 182+91.32 30.76 670.14' SIDEWALK 607 182+91.05 -22.77' 670.03' SIDEWALK 608 183+15.78 30.10' 669.99 SIDEWALK 609 183+15.64 -22.10' fi69.8T SIDEWALK 610 183+40.26 29.84' fi69.62' SIDEWALK 611 183+40.26 21.86 Hi9.70' SIDEWALK HMA SIDEWALK 184+00 0 10 0 40 411111 IIII'lll' � 2� GRAPHIC SCALE NORTH Port Statim Offset Eleumtion Description 612 183+&4.74 29.84' 669.63' SIDEWALK 613 183.64.87 -21.87, 669.51' SIDEWALK 614 183+99.93 29.80' 669.28' SIDEWALK/DPJVEWAY 615 183+99.92 21.80' 669.16' SIDEWALKJDPJVEWAY 616 184+23.56 29.77, 668.92' SIDEWALK 617 184+23.55 21.77, 668.80' SIDEWALK 618 1&1+74.93 -29.70' 667.58' SIDEWALK 619 184+74.92 -21.79 667.66' SIDEWALK UNIFOR T��TTION mu wwe IOWA CItt,IOWA umnxa AUG MV /^ I'I/^ 7,160 LIMB+ Lana SYCAMORE STREET IMPROVEMENTS IAC 36u008 building strong communities. North DIDtez6B09o17 CITY LIMITS TO PEDESTRIAN ACCOMMODATIONS S'.�.a 08 DECEMRER201, C M C L U R E" .w. 1558 FIELDBOOK fan 01R-6160005 SOUTH GILBERT STREET, PHASEI ENGINEERING C�. N:\Pro lectsVAC_361300B—DO\Design\Plans\5—Sheets\3613WB_50B.dwa Kevin Chudeinskl 1/7/9015 147 PN 0 10 20 40 GRAPHIC SCALE HMA SIDEWALK P01F* Statim Offset Ele bon Description 620 184+75.00 -29.70' 667.58' SIDEWALK 621 184+75.00 -21.70' 66755 SIDEWALK 622 185+00.00 -29.6T 667.1T SIDEWALK 623 185+00.00 -21.6T 667.25 SIDEWALK 624 185+25.00 -29.63' 666.57" SIDEWALK 625 185+25.00 21.63' 666.65 SIDEWALK 626 185+50.00 29.60' 666.28' SIDEWALK 627 185+50.00 21.60' 666.36' SIDEWALK 628 185+75.00 -29.56 666.15 SIDEWALK 629 185+75.00 21.56' 666.23' SIDEWALK 630 186+00.00 29.57 665.69 SIDEWALK 631 186+00.00 21.57 665.75 SIDEWALK 632 186+25.00 29.49' 665.41' SIDEWALK 633 186+25.00 21.49' 665.49 SIDEWALK 634 186+50.00 -29.45 665.24' SIDEWALK 635 186+50.00 21.45 665.37 SIDEWALK 636 186+75.00 29.41' 664.99 SIDEWALK 637 186+75.00 21.41' 665.06, SIDEWALK 785+pp sz7 G32 634 631 _ 636 C '• c- _ \ 786+pp 633 \ � v i _\ :<I x> 63T \ lf� J , \ 18" * pp IOWA cm, lows ADG �� 1"�1 1740 LMew Lrla SYCAMORE STREET IMPROVEMENTS uc 3613WB building B1EODg COnl nlUnif 2i Nor. Ubvty. IA 53317 pu°"'• °" DECEMBE,201a Ir 31B-0369080 CIN LIMITS TO PEDESTRIAN ACCOMMODATIONS S.Q9 b5 HELDBOOK MSC L U R E" I SOUTH GIIBERT STREET, PHASE w.,=m �M+= s �+• .., ww w.� •• e,,.,x..,. wo v . •mM... ENGINEERING Co. 1:41 PN 18>*D 0 0 10 20 40 +I P NORTH GRAPHIC SCALE Toa 709 \ HMA SIDEWALK \ 708 711 709 713 \ 1(9(9 *00 Point Shim Ottsd E7cvahm Description 700 187+00.00 -21.3T 664.99 SIDEWALK 701 187+00.00 -29.3T 664.86 SIDEWALK 702 187+25.00 -21.33' 664.7T SIDEWALK 703 187+25.00 -29.33' 664.65 SIDEWALK 704 187+50.00 -21.29' 664.74' SIDEWALK 705 187+50.00 -29.29' 664.62' SIDEWALK 706 187+75.00 21.25 664.70' SIDEWALK 707 187+75.00 29.25 664.58' SIDEWALK 708 188+00.00 -21.21' 664.65' SIDEWALK 709 188+00.00 -29.21' 664.53' SIDEWALK 710 188+25.00 -21.17' 664.47' SIDEWALK 711 188+25.00 -29.1T 664.35' SIDEWALK 712 188+50.00 21.13' 664.28' SIDEWALK 713 188+50.00 29.13 664.16 SIDEWALK 714 188+75.00 21.09 664.13' SIDEWALK 715 188+75.00 29.09 66401' SIDEWALK 716 189+00.00 21.05 664.02' SIDEWALK 717 189+00.00 -29.95 66390' SIDEWALK 718 189+25.00 21.01' 66397' SIDEWALK 719 189+25.00 29.01' 66386' SIDEWALK 720 189+43.97 -28.96' 86360' I PC 721 189+54.93 30.41' 66341' MID PT. 722 189+65.98 34.(57' 663.06' PCC 723 189+69.44 -12.06' 66267 MID PT. 724 189+64.41 48.4S 6621T PT 725 189+64.69 49AY 6621T MATCH EXISTNG 726 190+14.42 39.4T 662 ST MATCH EXISTNG 727 190+14.34 38AT 662.7' PC 728 189+93.01 36.59' 662W MID PT. 729 189+72.72 29.3T 66324' PRC 730 189+58.54 -23.19 66366 MID PT. 731 189+43.17 -20.96' j 66383' PT 718 716 \ \ 712 N O � 71] " ui L�✓ 714 \ C-)719 1 Cn 5 m 720 "� f T l 2'• 716 724 _ ...,i 9x00 721 N 722 SR '� 71B 723 \ 731 \ 726 730 729 \ '0 728 \ 727 IOWA CIIY,I0O9WA rfnsiorvs �� r.v.s . r xn0DEC HAV It'' SYCAMORE STREET IMPROVEMENTS r.u.»•.c.•..r.-r.M,..-.�.gme.,•e..o.»r..+.�Au.�-,�e,,...wA,.,..-,..veo..r.ory.rw.wu[�.rP.,....nr....,,.....w,..r.,...c,.....,a2.a.,.m, r.a... .ra,.w..r,... 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MR P Y p ¢q � a� �`d9 yin 1 U gAg x 6 m z N N N jsN� WATER MAIN TABULATION ME[-NM B-z7-13 LIST OF WATER MAIN PIPE LIST OF WATER MAIN APPURTENANCES, HYDRANT ASSEMBLIES AND VALVES Pipe Pipe Finish Grade Pipe Location Type Diameter Length Remarks No. LOcatlon Surface Type/Item Height Diameter Remarks From To IN FT - Elevation LBS IN _ 178+33.13, 20.5 Rt. 181+87.84, 31.2 Rt. Connect to existing 16" WM at PH-01 178+48.00, 39.50 Rt. 661.4 NEW FIRE HYDRANT ASSEMBLY Sycamore EW alignment. (Sycamore EW align) (Lehman align) DIP 16.0 351.0 Sta. 181+87.84. 1. PH-02 98+52.18, 35.68 Lt. 666.2 NEW FIRE HYDRANT ASSEMBLY Sycamore NS alignment. 90+64.04, 49.9 Lt. 90+64.04, 35.9 Rt. Connect to existing 16" WM at PH-03 181+91.80, 36.7 Rt. 671.3 NEW FIRE HYDRANT ASSEMBLY Lehman Ave alignment. lin 5 camore NS align) (Sycamore NS align) DIP 8.0 98.8 offset 35.9 Rt with WA-BB. 1. EH-01 e6+68.00, 45.00 Rt. 665.8 FIRE HYDRANT ADJUSTMENT 1. 2. Sycamore NS alignment. EH-02 91+15.55, 42.00 Rt. 663.0 FIRE HYDRANT ADJUSTMENT 1. 2. Sycamore NS alignment. EH-03 99+52.68, 46.00 Rt. 679.7 FIRE HYDRANT ADJUSTMENT 1. 2. Sycamore NS alignment. H4-01 178+27.78, 31.00 Rt. 662.0 END CAP 92.0 16.0 WA-02 178+43.88 31.00 Rt. 663.0 BUTTERFLY VALVE 16.0 WA-03 11+77.40, 8.45 Rt. 670.5 DIP 22.5 DEG M7 X PE BEND 181.0 16.0 WA-04 12+11.11, 12.15 Rt. 670.7 DIP 22.5 DEG M] X PE BEND 181.8 16.0 WA-05 181+87.75, 31.15 At. 670.7 DIP 16"X16"X16" M] TEE 650.0 16.0 WA-06 181+85.19, 31.98 Rt. 670.6 BUTTERFLY VALVE 16.0 See note 4 NA-07 90+64.04, 35.93 Rt. 663.4 TAPPING VALVE ASSEMBLY 16.0 WA-08 90+64.84, 36.45 Lt. 666.8 GATE VALVE 8.0 EV-01 181+98.72, 27.90 At. 670.7 VALVE BOX EXTENSION See note 1 EV-02 181+96.38 24.32 Rt. 670.4 VALVE BOX EXTENSION See note 1 LV-03 86+64.58, 38.58 0.t. 666.6 VALVE BOX EXTENSION See note 1 EV-04 88+68.28, 50.00 Rt. 666.0 VALVE BOX EXTENSION See nate 1 EV-05 91+11.66, 37.80 Rt. 663.0 VALVE BOX EXTENSION See note 1 TOTAL LENGTH 361 LF OF 16" DIP EV-06 99+49.20, 36.08 Rt. 678.3 VALVE BOX EXTENSION See note 1 TOTAL LENGTH 98 LF OF 8" DIP TOTAL WEIGHT 1184 LBS Notes: 1. Locations of exiseng pipes, hydrants and xtlxes ale estimated. Contactor shall +any Ioca80rs and may make miner field equsfinents as necessary. Major aqusimeMs should he conducted with eppnAtl of the Engineer. 2. Relac ale existing mytrmt to new laallan efltl Install new �ehe bar br hytlrant Mahe. Station and Offset Indicate proposed location of new hytlrem. 3. Shuttlovn shall inwhe the removal of the exlsiling ire hydrant assembly and the installation of new Are hydrant assembly PH-03 and butterfy xeNe WA-06. 4. Proposed butterfly Awls an exlstlng bMttemy vane that b to be relocated to ihs position. This Is to be Incidental to the installation of the proposed f�3 G7 E5 cn -TI1'+a 7 I a.. -1 _i O3 I' xa p99'�'gg���� s fTl f E IOWACnY,IOWA ADG BAY NC ]61JC08 p'�m% 1)ao LlNnaler Lane SYCAMORE STREET IMPROVFMEWS ..c.,.. ��o...v awn......"•�tl " n>om�. 'a' ....a �, o^nx r.w,.nron.aaayam. m. ngM�, ' oseunasR zol, building strong communities. NarM L319-6 IA 523D M°CLURE" g g main 319-92a-9090 CITY DMBS TG V/ATERMAIN SHEETS e'•'p-sm^�-^-^tee „'di,.,,e cwmed�s m.2m •sm.. ...... ..�,,.rvNm�4N 11.01 V ISS FIELDBOOK fax 319-6211-9095 SOUTH GILBERT STREET, PHASE I ...."......,....,u..�e<m.e..ma.m.�s,.,�.,n"=�..m ENGINEERING Ca. N:\Projects\IAC_36130p8-00\Deelgn\Plana\3613MB_U.dwg Bruce Van Sickle 1/2/2015 225 PM wetertnein. 1111111 0 25 50 100 SANITARY SEWER (BY OTHERS) o + , 111111 11111111111 co I plVlpll fh 00 ,® YIV NORTH GRAPHIC SCALE a0j ❑ 7O 70 \ REMOVE EXISTING EXISTING SANITARY SEWER O -0 ❑T HYDRANT ASSEMBLY 11 N 3 WA -06 IS AN PROPOSED 16" WATER MAIN r — i /�. �3 VALVE TO BE MOV DG EXISTING SANITARY NO SCALE SEWER FORCE MAIN — 18p�54 e 81+79 0 SS 0 0 55 e 18 + \ ss —ss _ � -- SYCAMORE ST. LEHMAN AVE. jo F° WA °,�� PROTECT GATE AND GATE POSTS DURING CONSTRUCTION CONTRACTOR TO COORDINATE WITH UTILITIES EXISTING SANITARY DURING WORK TO SEWER \ EXISTING 16" WATER MAIN ° DETERMINE IMPACTS EXISTING SANITARY SEWER FORCE MAIN R� PRO OSED OUND io $, J * ISTING ROUND m AL G WAT MAIN '° NG WA R MAI J J co N i rn <? N 670 aLwul > LL � ZN � 670 F — — _ o N zxfn _ Lull 5 EXISTIN 16" DIATER - - - AIN — �I' --�-so `_..660 660 y - 6.0 MIN 5 �PWAt -- - — - PRn APPR X. DEPTI I OF 16" t" FfOTE" EXISTI 4G WATE R MAIN 1 . DEPTHS OF EXISTI sIG MAIN SHOWN ARE T POTHOLED 650 LOCATION UNLESS NOTED OTHERWISE (ALL U SHEETS). 650 N O In 0 0b m I� f10 a0 � sD R � r � O N p N N q 1!') r,: -r O O O- W ._.. LD co t0 [O fro r9 LO LO O fro CID CID CO CO t0 LO co (O D 1791-00 18 00 181 00 182 00 18 00�10 18 00 wwn an,loww �C 3613008 reuwe ��%^ 1740 10110a Lane SYCAMORE STREET IMPROVEMENTS DECEMBER 2014 building MCCLURE" strong communities. Bo nLiberly. IA sem m n Jt9636-8090 CITY UMTS TO WATERMAIN SHEETS ""` "0` ""M w f. +a+. U.O? AS FIELDBOOK fax Jt9636-BOBS SOUTH GILBERT STREET, PH/SEI.;- ENGINEERING C". N:\Prajec10JAC_36IWM-00\Oeslgn\Plans\3613008_U.deg Aaron Grangulst 1/5/2015 1:15 PM W\Projects\IAC_3613008-00\Design\Plans\3613008—U.Awq Bruce VanSlckle 1/2/2015 2:46 PM ---» D ID �L0 25 50 100 II II, PROPOSED SANITARY SEWER (BY OTHERS) \ LU OZ NORTH GRAPHIC SCALE � � — U N J PROPOSED STORM SEWER W _ ❑ / a �T 1 1 EXISTING 6" LINE TO SCHOOL (BY OTHERS) PROPOSED 16" WATERMAIN I II 1 0\ % 82+ 3 83+0 84+00 85+00 86+00 87 r D/ 181+— EXISTING SANITARY - - ' SYCAMORE ST. SEWER FORCE MAIN L - __55 _ d 6 0 T I - T —_ e T \ LU / LU I EXISTING 16" WATERMAIN j / O Q EXISTING 16" WATERMAIN 2 EXISTING 2" PVC I SUBDIVISION WATER LINES ROPOS DGROU14D 680 F ALONG ATER W JIM 680 EXI 3TING G1 OUND T 670 - ' — _ 670 1_511 T-8w 3w _8w --,EXISTIN 16"DIP �— — -- ATER IN 660 660S ORM PI E 3 Staff n = 84+ ,81 Elev = 66 1.08 — STOR IPE-= APPRO .DEPTH F 16" S tion = 8 39.8 6r� EXISTI WATE MAIN Elev — .24 — 650 IA N M n O M1 E'7 N r 04 q0 N W O) ci N NOTESSTING O N Do c� OO O a6 ti DO M Oi o6 2" PVC SUBDIVISION WATERLINE DEPTH AND 107 w w to LOCATION UNKNOWN. CONTRACTOR SHALL FIELD VERIFY t0 w LID to to w EO EG CD (0 ED t0 to w w w 83 00 84-00 85-00 86 00 IOWA OW, roWA" ,.^ -m�' ,'re ADG BAV IAL 3613M 7 "„ DAO Llnineer Lane building strong communities. B"r<B Llbetty, IA 5301] 2,9.Bee-9a9a�,„.....,M.._."e_„p...,:..�,.,_,,,w...,,..,...,....,. SYCAMORE STREET IMPROVEMEMS CIT'rLIMITS TO RMN WATENSHEETS is re'dr< °prima KN^2 U,03 JS5w FIELDBOOK DECEMBER 2014 MCC L U RE" m.ln te. 3,9-830-9095 SOUTH GILBERT STREET, PHASE a.�.,- .....»a..a..,m.n n"w•m"nmimmimm •�re�M+ ENGINEERING Cc. W\Projects\IAC_3613008-00\Design\Plans\3613008—U.Awq Bruce VanSlckle 1/2/2015 2:46 PM NOTES Z NO SCALE 1. EXISTING 2' PVC SUBDIVISION WATER LINE DEPTH AND -i g WA-08 LOCATION UNKNOWN. CONTRACTOR SHALL FIELD VERIFY D. dUJI ` OZ -W2. z2 — _ . — _ . oW ti W PROPOSED STORM SEWER (BY OTHERS) H-02 86+00 87 0 88+00 89+00 90+00 91+00 92+00 93+ DSED A" WATIE LINE T --- SYCAMORE ST. lip TAPPED VALVE —. -- - If ru Iii SALE ¢ NOS ALE I � EXISTING 2" PVC EXISTING 16" WATERMAIN o SUBDIVISION -j w G " WATER LINE — 0 25 50 100 Z CE--v--i RELOCATE - R REL E o Hvn nr I� E G EXISTING 2" PVC ASSEMBLY s D SUBDIVISION ASE Y OJ Q NORTH GRAPHIC SCALE WATER LINE " " i EXIST ING GR UND ALO G WAT MAIN PROPOSED i ROUND 670 ALONG WA R MAIN 670 r— - -- -- Ti3, �— ---- — — 660-- __ — — — -I ------------ — — — r - -- — r ­DIPWA-5XIN—im '--- n -- --- 660 EX STING I — � dW STORM IPE 7! PIPE 9 STORM PIPE 12 -! '- I = K+39.69— Statio 88+52.60-1Stat on = 90+31.04 nC3e 650 Ton Elev =i Ei w= 6016 Elev = 660.81f-' P 650 i APPRO . DEPTH F 16" r, EXISTi G WATE MAIN - O) m N r OJ N h .-- M CO C4 <Y r � C4 d ti M Ci d N r O Ln 11:c0'It LOO (O LO t0 (0 t0 cD t0 LO t0 LD t0 ID t0 LO LO (D LO (0 t0 � t0 [ LD86 00 87 00 88 00 89 00 90 00 91 00 9 ADG IOWA Cm, KNVA BAY" uc 3613aoe ''�^—new°".°..w.es�w�.�+n.+NJ�e+°rw�.w'm.u. �^ 1740 Lining r Lan• Nm" Liberty. IA 523n SYCAMORE STREET IMPROVEMENTS w. w.. u..w...ra,.. ..e°..,>..re,r.x,.��,_a.m._...a.a. w..+...am.�_u.a�...v_., •., •.. OECT R3o14 building strong communities. main 310.636-9090 CRY LIMITS TO WATERMAIN SHEETS "e......,da.,_.,,.a..."�.—e...°...>wd.�....r. �M�M�r•"�°_ro,T...q U.04 Iss" FIELDBOOK MCC LURE' I.. 319-526-11095 SOUTH GILBERT STREET, PHASE r inini°� a�� — `, ...a.._.®.rrm,re...su.er,...n._.... w...<u.c.�r°rn.a.. ENGINEERING CO N:\PmiectaAC_361300B-00 Design PinnR 3613006_U.d"g A6rm penguot 1/5/2015 1:25 PM 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+ -_� _ SYCAMORE ST. ." a WATERMAIN PROTECTION / - o 4440 - (SEE DETAIL IN &SHEETS) - o II EXISTING 16" WATERMAIN SEE M -SHEETS AND 0 25 50 100 F -SHEETS FOR OUTFALL I CHANNEL DETAILS NORTH GRAPHIC SCALE 680 680 670 670 EXI TING G UND - — PROP O D GRO D ALO G WATE MAIN ALONG ATER IN ro 71 _--- 660 -- -- — — — -- -- --41TERM -- --,_ . �� - 660 - — -- Cn _ )—I P_ RMAIN q _—EXIS STO PIPE 21 SE &SHE S FOR IN Statlon 93+37. P TECTI DETAI APPX. DEPT OF 16" 650 EI = 657.9 EXIS G WATE R MAIN 650 O00O N N t7 r_M O M n M 2 M OM7 OOi ri. rO d- d. Ln 00 O N O co (D (D O O c�0 [O t�0 tip O O O (O c0 O co to cn0 c0 cr0 92 00 93 00 94 00 95+00 96 00 97 00 98 00 OWuAc Ca6IT1Ya, " oKAVA FTG BAV 1 NorthLiberty, IA bUIIdITg strong CO11UTd185. SYCMOREIMPROVEMENTS CmMO WATERMIN SHEETS m" U.0 _looKWO DECEDMIER 2014S MCLUREa 69 9 FIEDBOOK I"a 319-636-9005 SORI GILBERT S ...... .a...m.�..cM.w�m- ENGINEERING CO. \3613008_LLAwg Aaron (i9ngagt 1/5/2015 206 PM N: Pro¢OteNIAC_36130D8-00 D"Rlgn Plan" 3613008_U.Ewg Aaron Gwa lst 1/5/2015 1:28 PM 98+00 99+00 10 0 101+00 102+00 03+00 at 104+00 105 T I I SYCAMORE ST. __ ---- — T T T T— b N SCALE I Ev-O5 " I EXISTING 16" WATERMAIN _ _ 0 25 50 100 RELOCATEEXISTING I = EH-03� HYDRMIT ASSEtdeLlc_ - _ NORTH GRAPHIC SCALE # 690 690 E STING C ROUND A NG WA R MAI PROPO D GRO ND ALONG ATER IN 680 680 EX 71NG18 DIP WA ERMAIN -- ---- -- — ---- 670 670 APPR X. DEP OF 16" EXISTII JG WATE I MAIN ;:z:�- ` m " 660 ryj 660 , v) m LO r M a' N r— Or N 00 t� LO t7 .— r— C t::cm CN .... •,. O O1 N r to Ib 0 n tD LO LO (6 LO t0 c0 r-AO (0 EO (0 cD r co r EO co (0 c0 (0 r t0 ED m (0 r LO to r (0 t0 r tD tD r EO r (0 cD r1- c0 (O r- LO co cD to 98 00 99 00 1004-00 101 00 102 00 103+00 104+00 a�wr. KAIACITY,IOWA aw A �-. AW BAV p,C 3613M 'I'0^ 0Lbningor Lane' SYCAMORE STREET IMPROVEMENTS oECFMea 2mw MSC L U R E' building strong communities. No17 man 319-026-9090 Crtr uMrtS TO wnreRMAIN sneers U.0 6 Jss FIELDMOK tax 31f-629 foes SOIfTH GILBERT STREET, PHASE t � -.w....,.e m.aw.. p. o� ..,,�.<......... ENGINEERING CO. N: Pro¢OteNIAC_36130D8-00 D"Rlgn Plan" 3613008_U.Ewg Aaron Gwa lst 1/5/2015 1:28 PM N:\Pmjects\IACD 61300B—DG\Deslgn\Plans\3613008_U.dwg Bruce Van5lrh1e 1/2/2015 2:48 PNI 104+00 105+00 a 0 a o a- . - a— 106+00 ----- _ --a --4 +74 C73"y r�..... _ V: SYCAMORE ST SE 9 EXISTING 16" WATERMAIN 0 25 50 100 NORTH GRAPHIC SCALE ISTING ROUND POSEDGROUN ALONG WAT R MAIN 660 ANG WA RMP 680 _. 670 _ STING 16' DIP WATERMAJIN 676 APPROX. DEPT I OF 16" EXIST ING WAY R MAIN 660 660 to to N LO �t (D f\ N t>D Q I, LO (0 f0 (O t0 (0 (0 t0 _.. t0 t0 t0 t0 (O t0 (0 t0 (D tAD (O (r0 t0 to (0 10 104 00 105 00 106+00 107 00 ADG gay IOWA C", IOWA wrma '^•a iJ60 Llnlnger Lena SYCMORE STREET MPROVEMEWS NC061300E strong communities. North bertY. IA 533 0 m.ln 01-369090 CITY LIMITS To WATERMAIN SHEES O• 7building U crn 1SS FIELDBOOK oKINWIVR2914 M CLUR" lex 319-626-9095 SOUTH GIIBERi STREET, PHASE I ENGINEERING Ca. N:\Pmjects\IACD 61300B—DG\Deslgn\Plans\3613008_U.dwg Bruce Van5lrh1e 1/2/2015 2:48 PNI 'NOTE: SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LAN AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. 60 5040 30 20 10 10 20 30 40 50 80 70 80 90 lie 1 _ 1 I ...187¢ 1 1+-1-6551 - _- I -:_ � ' _-_ ��.. mito �_.� � � 1 � I .:�.- -:.- l {��. 655 � -_ 110 ,00 90 80 70 40 30 20 10 -_ 10 20 30 40 50 60 70 180 90 100 , U eueweer ouWve. IOWA elx. lows ADG 6Av ^ nao unlnaer Lane SYCAMORE STREET rmn.2e.e2..,rvc°..,°m-4•..°md+d�..,",,.n°ry°pu•avrr..>m..,,.w.°... r.°.°vrM... r.r..-r•.�..,.,, lnc ]610000 building strong col, CITY LIMITS TO ",—IRE STREET CROSS SECTIONSe••0°"•^"^`"'°°^°^^^^'"°"°'^"�,o N°'°w'""`°"°""...... `�^°°•�•!` No17 Liberty, IA 5211) soR.°w•..e x•ms.••�.,..,..-..d•.•.>rdrw. ma...n�°a° e.° W.0 1 DPCF BER 2m. M C L U R E" nn.in 119-626-9094' ,. c TMS" FlELDBOOK h. 119-626.9095 SOUTH GILBERT STREET, PHASE a.m...°m �m m°x e<mw� ° ..,,.•�.•......a ti� e2 •m••••••ocs.,e.,. N_\Projects\IAC_3613008-00\0nor,\Pons\3613008_W.Owo Bruce VanSickle 12/31/2014 1:07 AM 1 670 I 665 - i- rA �g } -- 1--�i I 1_ 1 f- f IowAcm, pWA ADO BAV IAC J4t3W5 Nvure "'� t)40 Unle er Lena H�%^ SYCAMORE STREET eaaa elan r °"�""'°" building strongcommomfia' MOmleloJ19berA20.909017 CDYLV.VTSTO SYCAMORE STREET CROSS SECTIONS ^^ "�-'comer W.02 TMS FIELDBOOK M�CLURE' lea 319-526-9095 SOUTH GILBERT STREET, PHASE I ENGINEERING Ce. N:\Pro acts\I AC_3613008-00\Deslcn\Plans\3613008_W dwa Bruce V°n5ickle 12/31/2014 1:09 AM NOTE'. SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LANE AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. — __-_- _ _ — I 10 10 20 30 40 50 70 70 60 50 43 30 20 10 C 1 50 9,0� . 670 670. ._ _ 670 _ __ zu , ____ —__. ....... . 665.... 665 _. J665�— xa. - 660 660 .- ._. _ —_ _- _ (� _ 660 86 25 TM 87 25 _-.- .. _ --_ 855.!. 655..._ . 655 1--- 655 650 670 660 =zz W- 655 4..0% is% 2 in + wm 89 75 _ � i � WAIEP I la4 91 75 1 1 665 =zz W- 41 I m --- - - - I - - 3#_�� I- 1'. - 665 - - -- ------ ---------- ---------- -_ ---------- .......... ...... - - - . -1. .." - - ----- -- - -- 660 ON ._860._-660 ------- ilk ....... ... .. .. --- ---- -- -__ Rem 655 655 655 655 89-50 90 5 0 -30 650 1 650 650 1 1. 70 60 F 2 D �0 20 3 0 5:1- so 70 70 60 E) F 20 T 10 4 0 5 0 70 10WA C", IOWA rtnwrvr RAV --% 1740 UnIngor Lane SY�ORE SWET IAC M13M :G rf building strong cor,munit es N.,th LIb.rt;,.1ABu,1.1I1 CITY LIMITS TO SYCAMORE STREET CROSS SECTIONS W.05 DECEMBER 2014 PIELDBOOK �W� 319-1 McCLURF 1.. 319-625-9095 SOUTH GILBERT STREET, PHASE I N:\Proiects\iAC 36T3008-D0\Desicn\P1crs\3613D08 Wdwa Bruce VarSickle 12/31/2014 9'.09 AM -- -- NOTE; : SOM1E SECTIONS ARE � NOTPERPENDICULAR TO TRAVEL L L.ANE AND MAY SHOW SLOPES DIFFERENT THAN 7- PI SEC40 TION. -- ---- 43 1U 'C �OO60' -- 670 m'I __ __ _ _ _ ' + _I _-_ 660 665 PROP OxLUi _ 2ML 2 R�x � _ -. ___ 655 660 5 _ _ _ _ _ __- __ �-, '`- .. .......-.__ L. ._- _ 94. - - - w. R - - - -- yF 9525 NOTE: SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LANE AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. 10 20 30 40 50 60 90 ....___ ) 50 40 30 -20 10 10 20 30 40 50 60 _. 70 . ------ ------ - 670 670tox zax � 870 ¢_I 870 __- ...... --_— _.- ...._. °��J670 675 120 _-�itis_y� 675 665. .___ _._ a-_ .—_ _—_ —_— _ _—_-. 97 .._-__- — 50 I — __— _ _.. .665. 670 8 ,ER — _____ - _ _---+--_ V _ _ 670 98 --- - - — t50 ten. _ w>.Ew sso Isso sss � sss _ 90 80 70 fib 50 40 30 20 10 10 20 — 50 90 80 70 _-- - --- -- 10 10 20 - 30 40 50 60 lows env, lowA eaek '"eereo ADIS BAV M43A13009 III%^ DAO uMnOo lmo REET SYCAMORE S71"T building strong communities. North Ukher-v999-9623 CDY lIM1T5 TO SYCAMORE STREET CROSS SECTIONS ^ oEcu�FF99n1A C: M C L U R E" ,`r^"""'""°*'m'"`"""""`"'+" °09 TM FIEWBOOK 1.a 319-526-9099 SOUTH GRBERT STREET, PHASE ENGINEERING CO. N:\Projects\IAC_3613008-00\Desian\Plana\3613009 Wden emc9 VanSi<kle 12/31/2014 1:25 AM 680 __-.... .... 1. __ i I. 1� _. j.. _ ___- ..- ..... T SEE 1' SHEETS FOR gTERSEC1pN DETAIN 4 LSz asx-- I _ +rye _-__ 675_-_ WA R - --- I-.-. --- --- -- — I -----.._ E -__ .- ... -- -- 670 -. 110 67000 90 60 70 60 1 1 30 8gE 3 100 1 0 IOWACIIY.IOWA �•••,,, III%^ 'b r10W ADO BAV uc 551woe - -% 1740 UNn9e. Lane SYCAMORE STREET oECEruR xou C building strong con:rnunit-e.: Norfin arty, IA52317 M C L U R E" C TY UMgS TO SYCAMORE STREE CROSS SECTIONS W 10 TMSn FIELDBOOK Tei 319.615.9095 SOLIDI GILBERi STREET, PHABEI� ENGINEERING C°. N-\Pmiec[e\IAC_3613008-OD\DeSlan\Plans\3613008 W.dwa Bruce VnnSiekle 12/31/201 1 26 AM NOTE: SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LAN IlAND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTI 60 50 40 30 20 10 10 20 00 40 50 BEE 1'BNEUB FOR ERSERION DUAIU 1 IN -0JX L , 101 25 T I ..I i � l 1 -i -1-- 0 --- I MLOOLLI$iEA__ININLLNN11NE PBOIIT .EE -L BNEETS FOBrv�[RSECiION OETRILS ..._ .-. 0.8% 2.4%14X LBb'– 33% —Zm ____ ____ .– I 70 60 50 40 30 680. v5x. s 675... 4--J----�—�— --k .. ...........�__.... 680 875 670.. -_. _..-._ ___. ........... -- O — — — _— -_ - 101 50 -- _ sss_ _ _ess _. ' _ 1 � 10 50 �m s7o sss' 655 70 60 50 ' _. 40 ?A-- ... 20 10 - 10 -... 20 -_ 30 40 50 - 60 60 50 30 20 10 10 ZO.... 30 - 4 _. 50 60 IowA cm. IOWA urisorv:�� A44entiLL+m ma ncww..,.nm mn Mnaa�a W�R�~a 1MRr ao. tADG MY Iwc 3e13oaa 1 4 Llnin9er Lane SYCMORE STREET building strong Liberty IA 5231) CITY LIMITS TO SYCAMORE STREET CROSS SECTIONS '° DECEM:ER201. MCC L U RE~ treat 319-626-9090 319.626-909U <snT taN %J qr TMS FIEIOBOOK 1..319-826-9095 SOUTH GILBERT STREET, PHASEI s..M.�n�e.p.., wim°.w....w° �.m ENGINEERING Ca. N:\Proiecle\IAC 3613008-00\Design\P1ans\361300B_W.dwg Bruce van54ckle 12/31/2014 9:14 AM 70 60 50 40 30 20 10 680 A - 675 -- 670 IA ar P. 1 665 1 680 NOTE: SOME E SECCTIONS ARE1 NOT PERPENDICULAR TO TRAVEL LANE AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. 0 60 50 it 20 40 - - --+— 7 1 t � � 1 __i. L __ �_ L i _.__J_ � zl 814!1 NOTE: SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LANE AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. 20 -30 40 r _._ 50 60.. -_.70 70 4_..._.60 50 4 40 30 -4 -. 20 E ...1E C-) - -21D , -- _,Q (. -� - — - -- 90 C 70 Bb .... 4b _..._.... _ _- , _...-._ --, - — - 4 30..... 40 _ 50 60 70 I Aem, Ioww ama.4 ADG RAY 'II%^ 1740 Lining Lena SYCAMORE STREET MC M1aWR building strong comma- dr— Namale 82&852317 CITY LM TS TO SYCMIORE STREET CROSS SECTIONS ^'�^ "'^'°^ - �. on°'r"" """ 1Aw° W.15 oECFMBF1l2au TMS~ FIELDROOK M�.0 . • e. �,. afl 090 ` uK tax 319.028.8096 SOURI GIIRERT STREET, PHASEI n ENGINEERING C1x. N:\Protects\IAC 3613008-00\Desi.\P1ans\3613008 Wdwo Bruce VanSickle 12/31/20141:34 AM NOTE: SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LANE AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. 1 0 30 40 50 60 70 7 60 50 40 30 20 10 i 40% i 670 B65 ...........i.. y- .__ m ° _ ... —_.... __ ..._ ....... .......... _Eigp' 2zx .n `..._.___ 886.... 660__. __.. f 1. 179+: 179+00 NOTE SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LANE AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. 40 _50 60.._ 70 80 70.... 60 1 50 40 30 20 10 111 - 10 1 20 30 40 50 60 cONWT _.. 1660 1 _ - __ - -- - - _- _ - -nR 8701_.. Bx La e9e Al __..... ... 670....- 670 _ me _ .. .......... ... _ _. RYF I 865.....--.-. ............._-.-_. __..-.-.. ___ .......-.--_ - -- _-- -_ _-._ -. _ __5. --... -...-_ _ AM 660_ _ 660 .680 -- - _ - 182 00 183 00 J1--, -- - -0 30 20 10 n - .LO - -40 30 20 10 0 ill _ m m 10 20 30 -- 60 7 - 70 _ 60 50 4 10 20 40 50 60 70 7 .655 .� 7 _ 655-.__._ 655 m 11 655 IOWA CITY, A /�1 ° :"` ADO 6AV 1740 Unln9er Lane SYCAMORE STREET LEHMAN AVENUE p uc 961]000 building strong mmmunB:e, NOM Uberty, IA 52917 CITY LIMITS TO CROSS SECTIONS °p X.OJ OE�BER 201' M°C L U REm main 319-526.9090 r" y TMS FIELDBOOK lea 319 Bee -9095 SOUTH GILBERi STREET, PHASEI ..m'we..wmmm...,,,m.s.a.+.m•«�...�....m..m..wrec�•w. ENGINEERING Ce. N.\Projects\IAC_3613008-00\Design\Plans\3613008_X-03.dwq Bruce Varsicke 12/30/2014 10:28 PM NOTE: SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LANE AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. 1 20 30 40 50 60 70 70 60 50 40 30 20 10 10 20 30 40% 670 670 .. ^ _ 665 _ 665 �! O ----------- -- . 860 660 .- ..-880 -_ � 182 75 183 75 - ..-.- .. — ...... N O-. ... ........ - _ . _.— mmmmN N4 m� 855 _ 855 . ..... I a — — ---- --..- — 670 — 670--- --- 3_ ,ax 40x SOx a _ -_665 665. .. - I cwu]r arwN - ___ _ _... -......._...................... Al@I __..---- ---I----- __- __...660 660 18 50 i 183+-50 — . I E-0 m .. -.- 655 655 _ __- - - — .. 860 .. ___�'1 .-._ ..__ ___ __. -. - _ ....... ........--.- 870 _ ____ 665 665 660 660. 182 25 J 183 250 ' 11 -....n 655 6551 L. on —' 1660 1 _ - __ - -- - - _- _ - -nR 8701_.. Bx La e9e Al __..... ... 670....- 670 _ me _ .. .......... ... _ _. RYF I 865.....--.-. ............._-.-_. __..-.-.. ___ .......-.--_ - -- _-- -_ _-._ -. _ __5. --... -...-_ _ AM 660_ _ 660 .680 -- - _ - 182 00 183 00 J1--, -- - -0 30 20 10 n - .LO - -40 30 20 10 0 ill _ m m 10 20 30 -- 60 7 - 70 _ 60 50 4 10 20 40 50 60 70 7 .655 .� 7 _ 655-.__._ 655 m 11 655 IOWA CITY, A /�1 ° :"` ADO 6AV 1740 Unln9er Lane SYCAMORE STREET LEHMAN AVENUE p uc 961]000 building strong mmmunB:e, NOM Uberty, IA 52917 CITY LIMITS TO CROSS SECTIONS °p X.OJ OE�BER 201' M°C L U REm main 319-526.9090 r" y TMS FIELDBOOK lea 319 Bee -9095 SOUTH GILBERi STREET, PHASEI ..m'we..wmmm...,,,m.s.a.+.m•«�...�....m..m..wrec�•w. ENGINEERING Ce. N.\Projects\IAC_3613008-00\Design\Plans\3613008_X-03.dwq Bruce Varsicke 12/30/2014 10:28 PM NOTE: SOME SECTIONS ARE NOT PERPENDICULAR TO TRAVEL LANE AND MAY SHOW SLOPES DIFFERENT THAN TYPICAL SECTION. 20 30 40 50 60 7 70 60 50 40 30 20 10 10 1 O + ......_._-. - .near.. 855 — __ ......._ 1 — '.__ ...... _. _......_ X655 . 20 30 .....__ 10wA cnr, 1owAr1XO0'e �aa, was vmro. ADG BAV "100-a%1740 UnmVer Lane SYCAMORE STREET LEHMAN AVENUE M,c 361 MG - N6rN Rreny. IA 52317 w,m..-+.,ma�rm•+tea+ +--+-+.•+o•a..a+m.i.e�..+rs DF ER 2914 M�building strong communiires_ L ..In 319-826-9090 CITY LIMITS TO CROSS SECDONS c a a•N�mMa• 0. wWve r e� X.�4 TMSCLURE6 FIELDBOOK 1a: 319.625-9095 SOUTH GILBERT STREET, PHASE •mmm•n�..,.�,...m. •nr� w�wu�.s_ ENGINEERING C5. N:\Projects\IAC-36130O8-00\Onlgn\Plans\3613008_X.03.dwg Bruce Van5lckle 12/30/2014 1029 PM Proiect Location Map Location Map Not To Scale DRAWN BY: MAK APPROVED BY: SBP DATE: 11-5-2014 DANIEL PLACE EXTENSION CITY OF IOWA CITY IOWA CITY COMMUNITY SCHOOL DISTRICT DIVISION 2B OF THE SYCAMORE STREET IMPROVEMENTS CITY LIMITS TO SOUTH GILBERT STREET, PHASE BENCHMARK INFORMATION FIELD BOOK NO. 1036, 1039, 1041 BM NO. 301 NORTH / NORTHEAST BOLT ON FIRE HYDRANT LOCATED AT BEND IN SYCAMORE STREET ELEVATION 673.39 NAVD 88 DATUM BM NO. 20803 ARROW BOLT ON HYDRANT AT SE OF SYCAMORE STREET AND MOIRA AVE. ELEVATION 665.848 (NAVD 88)DATUM HORIZONTAL CONTROL POINT NORTHING EASTING DESCRIPTION a on A aY qb ood: 17 YYIL SET PK NAIL, 0.4'1 NORTH OF n C>7 I THE SOUTH EDGE OF SEAL COAT .- ROAD OF EAST/WEST RUNNING rn SYCAMORE STREET S.E. AND JUST H1 596567.01 2182904.67 EAST OF GRAVEL DRIVE W INTERSECTION OF SOUTH EDGE SYCAMORE STREET S.E. AND GRAVEL DRIVE FOR HOUSE AT ADDRESS NO. 4255 SYCAMORE SET PK NAIL, LOCATED 1.2'1 WEST OF EAST EDGE OF SEAL COAT ROAD OF THE NORTH/SOUTH RUNNING H2 597573.62 2183957.50 SYCAMORE STREET S.E., AND 17.8'± NORTH OF NORTH INTERSECTION OF DANIEL STREET SYCAMORE STREET S.E. SET A CUT "X" IN THE NORTHWEST CORNER OF CONCRETE DRIVE FOR A HOUSE H3 596931.36 2183970.50 AT ADDRESS NO. 4288 SYCAMORE, WHOSE INTERSECTION IS WITH THE NORTH/SOUTH RUNNING SYCAMORE STREET S.E. LAND PLANNERS LAND SURVEYORS LAN0.5CME .IRCRR8C19 IOWA CITY, IOWA 52240 (319)351-8282 1 I INDEX OF SHEETS I DANIEL PLACE EXTENSION CITY OF IOWA CITY ry 0 I h. y owtft u,.1 tlY..,y,..Ma de -1I a eY m. > Y a. mY ssi .wwm a m i am . a r YmooY FYbaMnd G R Y , qt IOw • Sbb of IA6 I SWTT fl POf1UbF, PL Ima Mo. INTL ]= POTi01FF `a S 1WJ2 � MY Yana mootl Dob M Ow�r3�r J1, RO�� IOXA a on A aY qb ood: 17 YYIL n C>7 I � n .- rn .-0 © -. - ..,. W DANIEL PLACE EXTENSION CITY OF IOWA CITY ry 0 � PpfEe,810r- 2'H t em I h. y owtft u,.1 tlY..,y,..Ma de -1I a eY m. > Y a. mY ssi .wwm a m i am . a r YmooY FYbaMnd G R Y , qt IOw • Sbb of IA6 I SWTT fl POf1UbF, PL Ima Mo. INTL ]= POTi01FF `a S 1WJ2 � MY Yana mootl Dob M Ow�r3�r J1, RO�� IOXA a on A aY qb ood: 17 YYIL n C>7 I � n ( rn yq W W � PpfEe,810r- 2'H t em I h. y owtft u,.1 tlY..,y,..Ma de -1I a eY m. > Y a. mY ssi .wwm a m i am . a r YmooY FYbaMnd G R Y , qt IOw • Sbb of IA6 I SWTT fl POf1UbF, PL Ima Mo. INTL ]= POTi01FF `a S 1WJ2 � MY Yana mootl Dob M Ow�r3�r J1, RO�� IOXA a on A aY qb ood: 17 YYIL Sheet COVER SHEET 1 1 HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION N.T.S. 20' OF PIPE AFTER NOTE: VALVE FOR FUTURE TRACER WIRE AND BOX NOT SHOWN FOR CLARITY. TRACER BOX EXTEND TRACER WIRE IS PLACED V FROM HYDRANT. TO END OF PIPE HOLDING SPOOL OR RODDED (MEGA LUG) SLWVEL OR ANCHOR TEE, CLOW OR MER APPROVED EQUAL 3' RADIAL / I 1 I I .'I'. ••.` ONCRETE EROSION CONTROL LEGEND (PERFORATED) SCARIFY AND RECOMPACT (IDOT GRADATION 14) SILT FENCE/FILTER SOCK E • E R THRUST POROUS DANIEL PLACE (95+00 — 96+00.81) BACKFILL TYPICAL STREET SECTION TEMPORARY ROCK CONSTRUCTION ENTRANCE/EXIT BLOCK < '-: TEMPORARY PARKING AND STORAGE �x DIRECTION OF OVERLAND FLOW CW CONCRETE TRUCK/EQUIPMENT WASHOUT Fp DUMPSTER FOR CONSTRUCTION WASTE PR PORTABLE RESTROOM 11 RIP RAP OUTLET PROTECTION DL DOCUMENT LOCATION (PERMITS, SWPPP, INSPECTION FORMS, ETC.) 01 OTHER MEASURE: ® FILTER SOCK INLET PROTECTION 02 w FILTER SOCK BEHIND CURB AT CURB RAMP 03 OTHER MEASURE: THE ABOVE LISTED ITEMS ARE SHOWN IN THEIR RECOMMENDED LOCATIONS. IF A CONTROL MEASURE IS ADDED OR MOVED TO A MORE SUITABLE LOCATION, INDICATE THE REVISION ON THIS SHEET. THE BLANKS LEFT FOR OTHER MEASURES SHOULD BE USED IF AN ITEM NOT SHOWN ABOVE HOLDING,SPOOL OR HYDRANTS APPENDIX D OF THE SWPPP. RODDED (MEGA LUG) 4-1/2• FOR 12.0 MAINS OR .,• '::. SMALLER, 5-1/4' FOR 16.0 THRUST BLOCK BLOCK MAINS OR LARGER o •-'•n EXTEN TO END TR PI�PE� `�/� ALL WORK IN THIS SET OF PLANS SHALL BE COMPLETED WITH STAGE 1 OF THE SYCAMORE STREET IMPROVEMENTS. COMPLETION DATE FOR ALL WORK IN THIS SET OF PLANS IS JULY 24, 2015. INCENTIVE/DISINCENTIVE FOR STAGE 1 SHALL APPLY TO WORK ON THIS SET OF PLANS. TYPICAL HYDRANT N.T.S. TRACER WIRE TERMINAL BOX (DAYLIGHT BOX) 2-1/2' I.D. LOCKABLE C.I. LID. NOTE: TRACER WIRE TERMINAL BOS (DAYLIGHT) MUST BE ONE FOOT (1') AWAY FROM HYDRANT. ALVE BOX AND GATE VALVE NOTE: CONTACT LOCAL AUTHORITY FOR SPACING OF HYDRANT BEHIND CURB. USE 3 FEET BEHIND CURB AND LOCAL PUMPER NOZZEL TOWARD CURB IN ...... MOST CASES. TRENCH BACKFILL HARE BLOCK 1—THRUST BLOCK ANCHORING TEE OR STANDARD TEE AS HOLDING SPOOL AND 'ROTO RING' (SWIVEL ADAPTOR) JESTED OR MEGA LUG (SWIVEL TEE PREFERRED) 12' x 12' x 4' CONCRETE PAD FILL W/ GRAVEL TO 18' ABOVE BOTTOM OF HYDRANT STAND PIPE SEE SHEET 5 FOR LOCATIONS OF EROSION CONTROL MEASURES BY: MAK 1z-1914 PrRD1YRENEWSRA4IC ryT LAND PLANNERS ED BY: SBP 12-3614 PcROnIffYEnlp'me1 M LAND SURVEYORS 12-31-14 PBi IAEC REWEW MP WMEAPE ARCHITECTS 115-2014 1 ENy I lmnAL SPECIAL IOWA CITY, RIGHT OF WAY WIDTH – 60' /2 PAVEMENT ICURS WIDTH 11 PAVEMENT I IGRADEC OWN 4' min. PAVE ENT WIDTH -28' G.–B.C. EROSION CONTROL LEGEND (PERFORATED) SCARIFY AND RECOMPACT (IDOT GRADATION 14) SILT FENCE/FILTER SOCK E • E R PERIMETER SILT FENCE POROUS DANIEL PLACE (95+00 — 96+00.81) BACKFILL TYPICAL STREET SECTION TEMPORARY ROCK CONSTRUCTION ENTRANCE/EXIT TEMPORARY SOIL STOCKPILE AREA < '-: TEMPORARY PARKING AND STORAGE �x DIRECTION OF OVERLAND FLOW CW CONCRETE TRUCK/EQUIPMENT WASHOUT Fp DUMPSTER FOR CONSTRUCTION WASTE PR PORTABLE RESTROOM 11 RIP RAP OUTLET PROTECTION DL DOCUMENT LOCATION (PERMITS, SWPPP, INSPECTION FORMS, ETC.) 01 OTHER MEASURE: ® FILTER SOCK INLET PROTECTION 02 OTHER MEASURE: FILTER SOCK BEHIND CURB AT CURB RAMP 03 OTHER MEASURE: THE ABOVE LISTED ITEMS ARE SHOWN IN THEIR RECOMMENDED LOCATIONS. IF A CONTROL MEASURE IS ADDED OR MOVED TO A MORE SUITABLE LOCATION, INDICATE THE REVISION ON THIS SHEET. THE BLANKS LEFT FOR OTHER MEASURES SHOULD BE USED IF AN ITEM NOT SHOWN ABOVE IS IMPLEMENTED ON SITE, ADDITIONAL PRACTICES FOR EROSION PREVENTION AND SEDIMENT CONTROL CAN BE FOUND IN APPENDIX D OF THE SWPPP. SEE SHEET 5 FOR LOCATIONS OF EROSION CONTROL MEASURES BY: MAK 1z-1914 PrRD1YRENEWSRA4IC ryT LAND PLANNERS ED BY: SBP 12-3614 PcROnIffYEnlp'me1 M LAND SURVEYORS 12-31-14 PBi IAEC REWEW MP WMEAPE ARCHITECTS 115-2014 1 ENy I lmnAL SPECIAL IOWA CITY, RIGHT OF WAY WIDTH – 60' /2 PAVEMENT ICURS WIDTH 11 PAVEMENT I IGRADEC OWN STRAIGHT SDE CROWN min. WIDTH VARIES _.. _....._, SCARIFY AND RECOMPACT UDOT GRADATION 14) TOP 12' OF SUBGRADE POFIWS DANIEL PLACE (95+00 — 96+00.81) BACKFILL 29) TYPICAL STREET SECTION NOT TO SCALE RIGHT OF WAY WIDTH - 66' STRAIGHT 4' min. PAVE ENT WIDTH -28' G.–B.C. B' PVC SIIBDRNN 6'6' MODIFIED SUBBAS (PERFORATED) SCARIFY AND RECOMPACT (IDOT GRADATION 14) TOP 12' OF SUBGRADE POROUS DANIEL PLACE (95+00 — 96+00.81) BACKFILL TYPICAL STREET SECTION (GRADATION 29) TYPICAL STREET SECTION NOT TO SCALE RIGHT OF WAY WIDTH – VARIES STRAIGHT SDE CROWN min. WIDTH VARIES _.. _....._, SCARIFY AND RECOMPACT UDOT GRADATION 14) TOP 12' OF SUBGRADE POFIWS DANIEL PLACE (95+00 — 96+00.81) BACKFILL 29) TYPICAL STREET SECTION NOT TO SCALE RIGHT OF WAY WIDTH - 66' STRAIGHT DANIEL PLACE EXTENSION CITY OF IOWA CITY NOTE: PAWIG CONTRACTOR SHALL FURN91 AND INSTALL A HALF. OUT BOUND I.D.O.T. TYPE 5-152 BARRICADE AT THE END OF PAVING NOTED BELOW. FURNISHING AND INSTALLING ROAD CLOSURE BARRICADES SHALL BE PND FOR AS A SEPARATE ITEM AS LISTED IN CONTRA'CTOR'S PROPOSAL ROAD CLOSURE BARRICADES ARE REWIRED AT THE FOLLOWING LOCATIONS: BEET NAMESTATION I NIB. PLACE "6.5B 1 TYPICAL SECTIONS;'' Sheet NOTES AND DETAILS 2 In. PAVifA T WIDTH - 41' B. .–B.C. e' PVC SUWRAN S Y MODIFIED MISS (PERFORATED) SCARIFY AND RE PACT (DOT GRADATION 14) TOP 1Y OF SUBGRADE POROUS DANIEL DRIVE (97+95.85 – 99+50) (ACKRU-R n) TYPICAL STREET SECTION NOT TO SCALE ROAD CLOSURE BARRICADE DANIEL PLACE EXTENSION CITY OF IOWA CITY NOTE: PAWIG CONTRACTOR SHALL FURN91 AND INSTALL A HALF. OUT BOUND I.D.O.T. TYPE 5-152 BARRICADE AT THE END OF PAVING NOTED BELOW. FURNISHING AND INSTALLING ROAD CLOSURE BARRICADES SHALL BE PND FOR AS A SEPARATE ITEM AS LISTED IN CONTRA'CTOR'S PROPOSAL ROAD CLOSURE BARRICADES ARE REWIRED AT THE FOLLOWING LOCATIONS: BEET NAMESTATION I NIB. PLACE "6.5B 1 TYPICAL SECTIONS;'' Sheet NOTES AND DETAILS 2 ESTIMATE REFERENCE INFORMATION Item No. 1 Item Code I Description 2.02 2.03 1 2010-1OB-D-1 A STRIP AND SALVAGE THE TOP IB'OF TOPSOIL ON ALL DISTURBED AGRICULTRUAL AREAS. RESPREAD TO A DEPTH OF 6" MINIMUM WRHW THE ROW MEAS AND MNIM/M18' IN TEMPORARY CONSTRUCTION EASEMENTAREAS AFTER SHRINKAGE. SHRNKAGEONRESPREADISASSUMED TOBE45%. ESTMATEDOUANTFYTOSTRPIS215OCY. ESTNWTEDRESPREADQLIANTTIYB950CYAFTERSHRNKAGE. B. TOPSOIL TO BE RESPREAD SHALL BE FREE OF ROCK AND DEBRIS AND BE SUITABLE FOR THE GROWTH OF GRASS. A CONTRACTOR SHALL EXPORT EXCESS TOPSOIL TO HORN ELEMENTARY SCHOOL, 600 KOBER AWNUE,IOWACTTY. EXPORTQLANmY ESTIMATED TO BE 1200 CY RAW CUT. B. EXPORTED TOPSOIL SHALL BE STOCKPILED AT HORN ELEMENTARYAT A LOCATION AS DIRECTED BY THE SCHOOL DISTRICT 2.04 2010-108-E-0 ESTIMATED PROJECT QUANTITIES Item No. Item Code Item Name Unit Quanti As-BuiIC Division 28 Division 2 SUDAS SPECIFICATIONS 5.05 5MO-108A-0 D. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED. DMSION 1 - GENERAL AND UNCLASSIFIED 1.01 1070-206-0-0 TRAFFIC CONTROL LS 0.05 1.02 1090-105-D-0 MOBILIZATION LS 0.05 DIVISION 2 - EARTHWORK 2.05 2010106 -GD 2.01 2010-1084-1 CLEARING AND GRUBBING UNIT 2.02 2010-108-D-1 TOPSOIL, ON-SITE CY 950 2.03 2010-108-D-1 TOPSOIL, EXPORT CY 1200 2.04 2010-108-E-0 EXCAVATION, CLASS 10 CY 500 2.05 2010-108-E-0 BELOW GRADE EXCAVATION (CORE O CY 2.06 2010-108-G-0 SUBGRADE PREPARATION BY 1841 2.07 2010-108-H-0 SUBGRADE TREATMENT, CEMENT BY 2.08 2010108-1-0 SUBBASE, MODIFIED, 61N. CY 307 2.09 2010-108-L-0 COMPACTIONTESTING LS 0.05 DIVISION 3 -TRENCH AND TRENCHLESS CONSTRUCTION 3.01 3010-108-F-0 TRENCH COMPACTION TESTING LS 0.05 DIVISION 4 - SEWERS AND DRAINS 4.01 4020-108-A-1 STORM SEWER, TRENCHED, CLASS 111 RCP, 121N. LF 4.02 4020108-A-1 STORM SEWER, TRENCHED, CLASS 111 RCP, 15 W. LF 44 4.03 4020-108-A-1 STORM SEWER, TRENCHED, CLASS III RCP, 181N. LF 4.04 1020-108-A-1 STORM SEWER, TRENCHED, CLASS III RCP, 241N. LF 4.05 4020-1081/41 STORM SEWER, TRENCHED, CLASS III RCP, 30 IN. LF 4.06 4020-108-A-1 STORM SEWER, TRENCHED, CLASS III RCP, 421N. LF 4.07 4020-108-A-1 STORM SEWER, TRENCHED, CLASS III RCAP, 44"X2T' LF 4.08 4020-108-A-1 STORM SEWER, TRENCHED, CLASS In RCAF, 59"XW' LF 4.09 4020-108-A-1 STORM SEWER, TRENCHED, UNSPECIFIED, 42 W. - LF 4.10 4020-108-C-0 REMOVE STORM SEWER PPE LESS THAN OR EQUAL TO 36 IN. LF 4.11 4030-108-B O PIPE APRON, CLASS III RCAP, 44)(27 IN. EA 4.12 4030-108-B-0 PIPE APRON, CLASS III RCP, 121N. EA 4.13 4030A08 -B-0 PIPE APRON, METAL, 421N. EA 4.14 4040-108-A-0 SUBDRAIN, CORRUGATED PVC PIPE, 6 W. LF 884 4.15 4040-108-C-0 SUBDRAIN CLEANOUT, PVC, 6 W. EA 2 4.16 4040-108-D-0 SUBDRAIN OUTLETS AND CONNECTIONS, CORRUGATED METAL PIPE, 61N. EA 1 2 DIVISION 5 - WATER MAINS AND APPURTENANCES 5.01 5010-108-A-1 WATER MINN, TRENCHED, DIP, 8 IN. LF 5.02 5010-108-A-1 WATER MAIN, TRENCHED, DIP, 161N. LF 5.03 5010-108-741 WATER MAIN, TRENCHED, PVC, 8 W. LF 475 5.04 5010-108-C-2 WATER MAW FITTINGS LBS 5.05 5020-108-A-0 VALVE, GATE, 81N. EA 1 5.06 5020108-A-0 VARVE, BUTTERFLY, 1SIN. EA 5.07 5020108 -B -O TAPPING VALXE ASSEMBLY, 16" EA 5.08 5020108-C-0 FIRE HYDRANT ASSEMBLY EA 1 5.09 5020-10&F-0 VALVE BOX EXTENSION EA 5.10 5020108-G-0 VALVE BOX REPLACEMENT EA 5.11 5020-108-H-0 FIRE HYDRANT ADJUSTMENT EA DIVISIONS -STRUCTURES FOR SANITARY AND STORM SEWERS 6.01 6010-108-A-0 MANHOLE, TYPE SW -401, 60 W. DLA EA 6.02 6010-108-B-0 INTAKE, TYPE SW -507 EA 6.03 6010-108-B-0 INTAKE, TYPE SW -508 MODIFIED EA 6.04 6010-108-B-0 INTAKE, TYPE SW -509 EA 2 8.05 601010&B-0 INTAKE, TYPE SW -545 MODIFIED EA 6.08 6010-10&B-0 INTAKE, TYPE SW -512,24 M., TYPE 5 EA 6.0716010IWB-O INTAKE, TYPE SW -512,30 IN., TYPE 5 EA 6.08 6010108-E-0 MANHOLE ADJUSTMENT, MINOR EA 6.09 6010108-10 CONNECTION TO EXISTING MANHOLE OR INTAKE IEA ESTIMATE REFERENCE INFORMATION Item No. 1 Item Code I Description 2.02 2.03 1 2010-1OB-D-1 A STRIP AND SALVAGE THE TOP IB'OF TOPSOIL ON ALL DISTURBED AGRICULTRUAL AREAS. RESPREAD TO A DEPTH OF 6" MINIMUM WRHW THE ROW MEAS AND MNIM/M18' IN TEMPORARY CONSTRUCTION EASEMENTAREAS AFTER SHRINKAGE. SHRNKAGEONRESPREADISASSUMED TOBE45%. ESTMATEDOUANTFYTOSTRPIS215OCY. ESTNWTEDRESPREADQLIANTTIYB950CYAFTERSHRNKAGE. B. TOPSOIL TO BE RESPREAD SHALL BE FREE OF ROCK AND DEBRIS AND BE SUITABLE FOR THE GROWTH OF GRASS. A CONTRACTOR SHALL EXPORT EXCESS TOPSOIL TO HORN ELEMENTARY SCHOOL, 600 KOBER AWNUE,IOWACTTY. EXPORTQLANmY ESTIMATED TO BE 1200 CY RAW CUT. B. EXPORTED TOPSOIL SHALL BE STOCKPILED AT HORN ELEMENTARYAT A LOCATION AS DIRECTED BY THE SCHOOL DISTRICT 2.04 2010-108-E-0 EXCAVATION, CLASS 10 A REFER TO FIG.2010.102 FOR DESIGNATION OF ROADWAYEARTIWORK ITEMS DETALS. B. REFER TO SHEET 5 AND CROSS SECTION SHEETS FOR ADDITIONAL INFORMATION C. EXCAVATION INCLUDES ALL WORK NECESSARY TO ACHIEVE THE GRADES AS SHOWN N THE PLANS. 5.05 5MO-108A-0 D. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED. E. SHR NKAGE IS ASSUMED TO BE 35%. F. QUANTITIES: CUT 500 CY 5.08 5020108C4) FILL+SHRINK 500CY TOTAL 0 CY G UI EXCESS TOPSOIL F NEEDED TO BACKFLL CURBS WTTHN ROW 2.05 2010106 -GD SUBGRADE PREPARATION A REFER TO TYPICAL SECTIONS ON SHEET2 8. SHALL BE UTILIZED UNDER ALL PROPOSED PAVEMENTS(EXCLUDNGDRIEWAYS AND SIDEWALKS). 2.08 2010IMI-O SUBBASE, NODFIED, 6 N. A REFER TO TYPICAL SECTIONS ONSHEET2 S. NO MODIFIED SUBBASE SHALL BE PLACED UNDER TEMPORARTYTURNAROUND. 2.09 1 2010108-L-0 A PROVIDE ALL TEST RESULTS TO THE ENGINEER AND CITY. A REFER TO FIG 3010.101 FOR TRENCH BEDDING AND BACKFLL ZONE DETAILS. STORM SEWERS SHALL BE BACKFILLED WITH CLASS If MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY. B. REFER TO FIG 3010.102 FOR RIGID GRAVITY PIPE TRENCH BEDDING. RCP STORM SEWERS SHALL HAVE R-2 BEDDING. C. USE RUBBER O -RINGS OR PROFILE GASKETS COMPLYNGWRHASTMC 443 4.13 404410SXO SUBDRAN, CORRUGATED PVD PIPE, 8 W. A REFER TO SHEET 6 FOR LOCATIONS S. REFER TO TYPICAL SECTION N SSHEETS. USE INSTALLATIONTYPE 1 CASE B (MODIFIED) AND TYPE i CASE C AS SHOWN C. APPROVED MANUFACTURERS: (I) CONTECR A-2000 (2) ADVANCED DRAINAGE SYSTEMS, ADS N-12 OR (3) HONOR, HI -Q. D. INCLUDES POROUS BACKFLL, TEES, PLUGS AND ALL OTHER REQUIRED FITTINGS; INGUENTALTO THE ITEM E. REFER TO SUDAS FIGURE 4040231 FOR CONSTRUCTION DETAILS. 4.14 4040108-00 SUBDRAIN CLEANOUT, PVC, a N. A SUBDRAIN CLEANOUT SHALL BE TYPE Ai CLEAROUTAND CONFORMTO Fr. 4040231 B. REFER TO SHEETS FOR LOCATIONS 4.15 4090109-0-0 SUBDRANOUTLETS AND CONNECTIONS, CORRUGATED METALPPE, BN A REFERTO SHEET 6 FOR OUTLET LOCATIONS. B. REFER TO SUDAS FIGURE 4040.233 FOR INSTALLATION DETAILS. INSTALLATION SHALL BE CASE B, TYPE 1. C. SUBDRAN OUTLETS THRU INTAKE WALLS SHALL BE CORRUGATED METAL PIPE o D. ITEM INCUDES RODENT GUARDS -.- t:n 6.111 eellFilXl-A-I WNIttt hWNY, Itt[Mi1iN,YVli, 011`1. ✓�( A REFER TO SHEET 6 FOR LOCATIONS B. REFER TO IOWA CITY MUNICIPAL STANDARDS, PART 7 FOR SPECIFICATIONS CT1 r 5.05 5MO-108A-0 VALVE, BUTTERFLY, S IN. i TT A REFER TO SHEETS FOR LOCATIONS R B. REFER TO IOWACITY MUNICIPAL STANDARDS, PART 7 FOR SPECFICATONS 7- lt1 5.08 5020108C4) FREHYDRANTASSEMBLY A REFER TO OWACITY MUNICIPAL STANDARDS, FG. 7.2 FOR FRE HYDRANT ASSEMBLY DUALS. B. SEE SHEET 2 FOR DETAIL FOR HYDRANT ASSEMBLY FOR FUTURE EXTENSION C. REFER TO IOWACTTY MUNICIPAL STANDARDS, PART 7 FOR SPECIFICATIONS D. SEE SHEET a FOR LOCATIONS A REFER TO SHEETS FOR LOCATIONS AND PROFILES B. INTAKE LIDS SHALL FEATURE THE IOWACTTY LOGO & STORM SEWER LABEL AS ILLUSTRATED N SYCAMORE STREET PLANS C. BACKFILL WITH CLASS II MATERIAL WHERE LOCATED WITHIN 5 FEET OF PAVING IDATE: DRAWN BY: MAK MLMD PLANNERS IOWAGN,IOWA 52240ESTIMATED QUANTITIES AND3+2+%+•emunae^BVSePNuc M DANIEL PLACE EXTENSIONAPPROVm BY: SBP 12-30.14 PBI/PepnaLAND SURVEYORS 319 351-8282CITY OF IOWA CITY2-31.14 PERMECnE mSBP 1AN°3CAP8 ALSPEC"s www.mmsconsufants.net ESTIMATE REFERENCE NOTES 11-&2014 ENVIXOR1fEMTLL 9PCCW.@I9 DIVISION 7 -STREETS AND RELATED WORK DIVISION 7 -STREETS AND RELATED WORK 7.01 7014108-FO PCC PAVEMENT SAMPLES /VdD TESTING LS 0.05 - 7.02 7010.108-A-0 PAVEMENT, PCC, 7 W. A REFER TO SHEET2 FOR TYPICAL SECTIONS B. REFER TO SHEET 7 FOR PLAN AND PROFILE C. LONGRUDNAL JOINTS SHALL L-7 OR KT-1 AND BE PLACED AT CENTERLINE AND ALONG THE LANE LME IN WIDENED SECTION. SEE SHEET 7 FOR LANE LAYOUT. TRANSVERSE JOINTS SHALL BE C JOINTS PLACED AT 15 FOOT INTERVALS. D. REM INCLUDES iTIO SY MNNLNE PAVWG AN0575Y FOR TEMPORARVTURNAROUND. E. CONTRACTOR SHALL PROVIDE QUALITY CONTROL TESTING, INCLUDING CERTFIED PLANT INSPECTION, W ACCORDANCE WITH TABLE 7010.02 OF THE SUGAR SPECIFICATIONS. PRICE PDJUSTMENTS AND PAY FACTORS PER SECTION 7010, 3.08 OF THE SUGAR SPECIFICATIONS SHALL APPLY TO THIS PROJECT. PROFLOGRAPH TESTWG FOR SMOOTHNESS SHALLAPPLV TO THIS PROJECT. 7.02 7014108-A-0 PAVEMENT, PCC, 71N. Sy 1827 7.03 7014108-AO PAVEMENT, PCC, 91N., COLORED, TRUCK APRONS Sy 7.04 7014108-AO PAVEMENT, PCC, 41N., COLORED, MEDIANS AND SPLITTER ISLANDS BY 7.05 7014108-AO PAVEMENT, PCC, 91N., ROUNDABOUTS AND MEDIAN Sy 7.06 7014104E-0 CURB AND GUTTER, 2.5 FT., 10 IN. LF 7.07 702410&AO PAVEMENT, HMq (10M ESAL) SURFACE, 1/2 IN. MU(S¢E, PG 58-28,2.5 OR 31N. DEPTH TON 7.08 7024108-A-0 PAVEMENT, Hi (10M ESAL) INTERMEDIATE, 1/21N. MXSIZE, PG 58-28, 3 IN. DEPTH TON 7.09 7024108-AO PAVEMEM, HMA, (10M ESAL) BASE, 1 IN. MX SIZE, PG 58-28.5 IN. DEPTH TON DMSION a-SITE WORK AND IANDSCAPiNG 7.10 7024108-FFD HMA PAVEMENT SAMPLES AND TESTING LS 9.01 9.02 9.09 9.05 9.06 9.09 9.11 9.12 9010.108-B-1 9010.108-B-1 9040.10&A-2 9040408-0-1 9040.108-0-2 8040-tO8J-0 9040.10&7-1 9044108-T-2 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDNG A LOCATIONS FOR SEEDING INCLUDE ALL DISTURBED AREAS B. SEED MIXTURE SHALL BE TYPEI(PERMYWEM LAWN MDCRIRE) C. REFER TO CHAPTER 7 OF THE SUGAR DESIGN MANUAL FOR ALLOWABLE SEEDING DATES. SEEDING, FERTI®JG, AND MULCHING FOR HYDRAULIC SEEDING (TEMPORAR1� A LOCATIONS FOR SEEDING INCLUDE ALL DISTURBED AREAS B. SEED MIXTURE SHALL BE TYPE 4(URBAN TEMPORARY EROSION CONTROL M9XTURE) C. THIS REM 6 TO BE USED AT THE DIRECTION OF THE ENGINEER ON DISTURBED AREAS OUTSIDE OF APPROPRIATE SEEDING DATES SWPPP MANAGENEM A SWPPP WEEKLY INSPECTIONS SHALL BE CONDUCTED BYTHE CONTRACTOR FOR THE DURATION OF THE CONTRACT PERIOD B. THE CRY WILL PREPARE PUBLIC NOTICES, FILE THE NOTICE OF INTENT AND PAY PERMIT FEES REQUIRED BY NPDES GENERAL PERMIT NO. 2. C. CONTRACTOR IS REQUIRED TO COMPLETE, PAYFEES, AND ASIDE BVA CRV CONSTRUCTION SITE RUNOFF (CSR) PERMIT D. BO INCLUDES CONSTRUCTION OR DELIVERY OF CONCRETE WASHOUT PRS,CLEANOUT,DSPOSALOF MATERIAL AND REMOVAL OF WASHOUTPRS. E. THE CONTRACTOR IS EXPECTED TO USE A WASHOUT PR ON EACH OCCPSgNAS REQUIRED BYTHE SWPPP. THIS MAV NECESSITATE THE USE OF SEVERAL PRS, DEPENDING ON CONSTRUCTION SEQUENCE FUER SOCKS, 8 W. FUER SOCKS, REMOVAL A REFER TO SHEETSFOR LOCATIONS RP RAP, CLASS E EROSION STONE A REFER TO MSHEETS FOR LOCATIONS INLET PROTECTION DEVICE, INSTALLATION INLET PROTECTION DEVICE, MAINTENANCE A MAINTENANCE AND SEDIMENT REMOVAL IS REQUIRED THROUGHTHE CONTRACT PERIOD. 7.11 7034108-AO REMOVAL OF SIDEWALK BY 7.12 7034104A-0 REMOVAL OF DRIVEWAY � 7.13 703410&E-0 SIDEWALK, PCC, 41N., 5 FT. WIDE TYP. Sy 7.14 7034108-E-0 SIDEWALK, PCC, 61N., 8 FT. WIDE TYP. Sy 7.15 7034108-E-0 SIDEWALK, Hi 61N., 8 FT. WIDE TYP. SY 7.16 7030.108-E-0 SIDEWALK, HMq 41N., TEMPORARY SY 7.17 7034108-G-0 DETECTABLE WARNING SF 7.18 7030.108-H-1 DRIVEWAY, PAVED, PCC, 6 M. SY 7.19 7030.108-H-2 DRIVEWAY, CLASS ACRUSHED STONE, 61N. SY 7.20 7044104H-0 PAVEMENT REMOVAL Sy DIVISION 9 -SITE WORK AND LANDSCAPING 9.01 9010.108-B-1 SEEDING, FERTILZING, AND MULCHING FOR HYDRAULIC SEEDING AC 0.2 9.02 90141048-1 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING (TEMPORARY) AC 0.2 9.03 9024108-F40 SODDING SO 9.04 9044108-A-2 SWPPP MANAGEMENT LS 0.05 9.05 9040.108-D-1 FILTER SOCKS, 8 M. LF 100 9.06 9044108-D-2 FILTER SOCKS, REMOVAL LF 100 9.07 9040.108-E-1 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP) Sy 9.08 9044108-G1 ROCK CHECK DAMS TON 9.09 9044108-J-0 RIP RAP, CLASS E REVETMENT TON 50 9.10 9044108-0-2 STABILIZED CONSTRUCTION ENTRANCE TON 9.11 9040-1047-1 INLET PROTECTION DEVICE, INSTAL-CATION EA 2 9.12 9044108-T-2 INLET PROTECTION DEVICE, MAINTENANCE EA 2 9.13 9054108-&1 REVET MATTRESSES, 41N THICK Cy IOWA DOT SPECIFICATIONS 9.14 9064104D-0 REMOVAL AND REINSTALLATION OF EXISTING FENCE, PLASTIC, 4FT TALL LF I07 LW LOS LO6 LOB L09 25289285000 25249276010 25249278021 252493250D1 25275263N7 2527-9263143 CONSTRUCTION SURVEY A REFER TO COVER SHEET FOR CONTROL AND BENCHMARK INFORMATION. REFER TO SHEET 9 FOR AUGMENT INFORMATION B. SHALL NEST THE REQUIREMENTS AS OUTLINED IN SECTION 25260E THE pWADOTSTMlOPI4D SPECIFICATIONS. PERFORATED SQUARE STEEL TUBE PORTS, FURNISH ONLY PERFORATED SQUARE STEEL TUBE POST/WCHOR,BREAKa1WAY SOL INSTALLATION, FURNISH ONLY TYPE ASIGNS, SHEET ALUM9NI/M, FURNISH ONLY A FURNISH STOP SgN(36'736")AND 3DEWEATOR SIGNS FOR END OF ROADWAY(OM-02)WRH POSTS (REFER TO SFEET2 FOR DETAILS) B. SHALL MEETTHE REQUIREMENTS AS OUR.PED IN SECTION 25240E THE pWA00T STANDARD SPECIFICATIONS. C. THE CRY OF IOWA CITY STREETS DEPARTMENT WILL INSTALL SIGNS, STEEL TUBE POSTS, AND ANCHORS PAINED PAVEMENT MARKINGS, DURABLE PAINTED SYMBOLS AND LEGENDS, DURABLE A REFER TO SHEET 7 FOR LOCATIONS B. REFER TO STANDARD ROAD PLAN Ph1-110 FOR PAVEMENT MARKING DETALS. C. SHALL MEET THE REQUIREMENTS AS OUTLINED W SECTION 2527 OF THE IOWA DOT STANDARD SPECIFICATIONS. 9.15 9064108-F-0 PLASTIC SAFETY FENCE FOR LANDSCAPE PROTECTION, 4FT TALL LF DIVISION 70 • MISCEUWEOUS 10.01 WA WATERMMN PROTECTION AND INSULATION LS 10.02 WA REMOVE AND REINSTALL BOLLARD EA 10.03 1712410 FIBER OPTIC CONDUIT LF IOWA DOT SPECIFICATIONS 1.01 2401-6750001 REMOVALS, AS PER PLAN LS 1.02 25193280000 FENCE, FELD LF 1.03 25243350015 FIELD OFFICE LS 0.05 1.04 25249276010 PERFORATED SQUARE STEEL TUBE POSTS, FURNISH ONLY LF 4 1.05 25249276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK-AWAY SOB_INSTALLATION, .FURNISH ONLY EA 4 I.06 25249325001 TYPE ASIGNS, SHEET ALUMNUM, FURNISH ONLY SF 15.75 1.07 2526$285000 CONSTRUCTION SURVEY LS 0.05 1.08 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 10.5 N (:3 U1 .� I- �rn ?� ♦A r� 1.09 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE FJ1 2 ALTERNATE A- HMA PAVEMENT A01 7014108-E-0 CURB AND GUTTER, 1.5 FT., 101N. LF A02 7020.108-AO PAVEMENT, HMA, (10M ESAL) SURFACE, 1Y2 IN. MX SIZE, PG 58-28,2.5 IN.DEPTH TON A03 7024108-A-0 PAVEMENT, HNC\ (10M ESAL) INTERMEDIATE, 1121N. MN(SIZE, PG 58-28,3 IN. DEPTH TON A04 7024108-A-0 PAVEMENT, H 10M ESAL BASE, 1 IN. MX SQE PG 58-28, 5 IN. DEPTH TON ALTERNATE B -PCC PAVEMENT 6.01 7010.108-AO PAVEMENT, PCC, 9IN. Sy -Division 1 is 100% City of Iowa City cost; Division 2A and 2B are 100% kma City Community School District cost Refer to McClure Plans for Division 1 and 2A Work DRAWN BY: MAK BY: SBP DATE: 11-5-2014 ,2-n-14 PPxolnPenDr wP Rm ENGINEERS usD PL,NxeBs 4ND BURV&YOAS e9clm'ecrs SPTLTADST3 1917 S. GILBERT ST. IOWA CITY, IOWA 52240DANIEL (319)351-6282,z-s,-DNSRAPE www.mmsconsufants.net PLACE IXTENSIONAPPROVED CITY OF IOWA CITYT ESTIMATED QUANTITIES ANDSheet ESTIMATE REFERENCE NOTES4 No. ,z-,au Ptacmaamw�PVAa 12-30"�a PEncm P£vkwaoWr9 NINVMNIMAL - ----------- ---------------------- - ----------------- --PROSPECT FARMS ..:•: 5376 420th srRrrr IONA CITY, IA 5aub `" TEMPORARY — — CONSTRUCTION \ EASEMENT \` INSTALL 50 TONS EROSION STONE GRADE TO DRAIN TO WEST RIPRAP AT END OF STREET — — — — — `� — — — —`y — — — ` � •:. ... 'I r I INSTALL FILTER SOCK ` I I I I\ T__r_ ` I I , ti667_ 667' ` ssrn —667 , _ — .IOWA Orr 60~ITY 56I-IocL DI5TRI(,T 1725 N. DODGE 5TRE1 r IRNA CITY, IA 52215 10' unurYJ EASEMENT � 666 —--' •� .1 4 01M3a- mon.....m —t rf I[l I NORTH =50' I I I ` I\ I � I A°- MEL .Y D LAA, CE =t r) I I-`e'jn. A 1 1 I_n II w I I I , I , I , I I I I III I it I . �I NOTE: ALL WORK WITHIN THE SYCAMORE STREET ROW IS DESIGNED AND QUANTIFIED UNDER THE SYCAMORE STREET IMPROVEMENT PLANS BY McCLURE ENGINEERING tz-11-,4 PCNanxEnhWw= GIW, ENGINEE& 191/S. GILtltKl 31. GRADING AND EROSION N BY: MAK ,z-,9-,4 Pwclly avEwsEMwN wNn HLAxNEHs IOWA CIN,IOWA 52240 DANIEL PLACE EXTENSIONP rPPR..OVEDBY: SBP 12-30.14 eROm�^ 'pn I,aNnSuRwma (319)357-8282 CITY OF IOWA CITY 175 MECNF M SP s L.ANOSCME AKHITEC79 www.mmsconsu@ants.net CONTROL PLAN 11-5-2014 EWMNVW9 sPEcuusls PROSPECT FARMS 5976 410th STREET SE IOWA CITY, IA 52140 18" RCP STORM SEWER NORTH — — — — — — — — — — — — — — — — — — — — — — — — — — ________ INSTALL 442 LF PROP STORM IN TK #2 6" PERFORATED (SW-509)�..:- INSTALL SUBDRAIN STA: 99+43.32 14.00E is r; I SCAL SUBDRAIN 1'=50'(HOR.) CLEANOUT -- - — ":!..;' 1"=5'(VERT.) ANVELf. LACE � , ` a O BW8W .. A _ __—__--- N — ----- ------------- STA: 94+99.97 17.50R STA: 96+00.00 21.00R PROP STORM INTK #1 INSTALL HYDRANT WITH DEFLECT WATER MAIN (SW-509) •.:. AUXILIARY GATE VALVE INSTALL 442 LF STA: 97+95.83 34.00R STA: 99+43.24 27.00R (SEE DETAIL SHEET 2) 6" PERFORATED DEFLECT WATER MAIN 99+50.00 34.00R I .,�, .: � I NOTE: SUBDRAIN STA: ALL WORK WITHIN THE STA: 94+95.00 21.00R CONNECT 8" PVC TO SYCAMORE STREET ROW INSTALL 8"0 8" DIP WATER MAIN I IS DESIGNED AND GATE VALVE IONA CITY C��UTY %HOG- DISTRICT CONNECTION •' �"•::`•' QUANTIFIED UNDER THE rn5 N. DODGE STREET SYCAMORE STREET STA: 94+75.00 21.00Rw IRNA CITY, IA 52245 'y I I;:.. IMPROVEMENTPLANS Y END WATER MAIN, I .' ;'.;;'., +: CLUREMENGINEER INSTALL 8" CAP •'•` • '� , 680 --- or— 680 0 o N to j' o 3 In to v1 v O CO 00't 00 675 �O 675 moo.r cc 0 o�p11 orLp° a (n W In e1 K F- O II OII �O D=UB 0- 0— W 670 0_~0 ----- 670 0 665 — — — 665 —1 C7 m _r <m m rA 660 F 44r_ 15us 660 RCP 0 1.007 I DRAWN BY: .,,., MAK veu mrEvw ENGINEERS 1917 S.GILBERTST. STORM SEWER PLAN AND PROFILE Sheet No. MSURVEYORS is-rata aExrnrgennvseanax imkNYEMfg PLANNERS IOWA CIN, IOWA 52240 DANIEL PLACE EXTENSION 6 APPROVED BY: SBP tz-aceta :-a,-,a P UITotnenapins PER MEC RE EWaBF nPE Agues (319)351-8282 www.mmsconsulfants.net CITY OF IOWA CITY AND WATER MAIN PLAN � DATE: 11-5-2014 aPECL1L1515 PROSPECT FARMS INSTALL 350 LF 5970 420th STREET SE DOUBLE CENTERLINE IOWA CITY, IA 52240 INSTALL (YELLOW)(DCY4) SYMBOLS CONSTRUCT 7" PCC AND (RTAW) TEMPORARY TURN -AROUND — — — — -------------- — — — — -- — — — — — — — — — — — — — — — — — — ----------- SCALE: /FUTURE SIDEWALK (NOT I 1"=50'(HOR.) 20.0 0 - / INSTALLED WITH THIS CONTRACT) j vimpL�Ca c. GaMELh ;. oo o LAC LS O 0 m J .f — STA: 95+49.52 NOTE: — 4" SIDEWALK INSTALL 150 LF = CENTER OF 38' ALL WORK WITHIN THE CURB DROP FOR INSTALLED BY SOLID LANE LINE Q. SCHOOL BUILDING (WHITE)(SLW4) INSTALL 27 LF SYCAMORE STREET ROW SCHOOL DRIVE IS DESIGNED AND CONTRACTOR STOP LINE I '',G.• 1 I QUANTIFIED UNDER THE (WHITE)(SLW2) ,: SYCAMORE STREET IRNA CITY COMMUNITY SGYIOOL T i IMPROVEMENT PLANS BY 1725 N. DOPIOE STREET ' , t ;� D I McCLURE ENGINEERING IOWA GITY, IA 52245 -----T-------T-------T-------T-------T-------T-------T-------T--T-------T-------1 680 Of HIGHI POINT ELEV=67.24 I I o I HIGH POINT STA=95+77.94 I I VI STA:95+75.0 I I w � VI ELEV:667.3 I I I HIGH POINT ELEV=65.38 w0 1 1 I A.D.=-1.36% I I I I I HIGH OINT STA=99+ 0.00 f5 w 1 I I VI STA: 99+25.0 K: 36.76 1 1 1 1 I ru a� { 675 V1 FLE�L fifi52 _ _ _ Of o # -----+--------LY6:a�000- - -+-- +-- +-------+-------+------- D-zO I I I I I I I A.D.=-0.90% I o a to I a a m I I I K: 55.56 1 ¢ z o o r� I LVC: 50.00 }< r +(D +� I I om o� inaN I inw „ rnro.. I I I I 1 On Om 0+w o I I I I I ui o* F_Zw v -----+------ -----------+-------+-------+ --+ --+ ------ m-- &-- W 670 Y=I m w I tnw 0)w W�� I I I I I I (ii> zoz I I 1 I >m �W oma m O7591 -- - - - - L - - - - - - - L - - - - - - -I- - - - - - - -Y- - - - - - -�- m w -m fn ----r------+-------+-------+-------+-------+-------+-------+---- -1. 0--^�� -i 665 w OW I I I I I + rn EL II I I I I I I I I II c Z La I I I PROPOSED SYCAMORE I I w_w I I STREET IMPROVEMENTS I I -------+-------+-------+-------+-------+ -+ +-------+-------+- A 660 to LO m n to M 00 M OD M a0 M aD M a0 n ill 00 to n 01 O N N n O n aD to n n Ln N n � of w a0 ,4. o L n n d O a0 n µ t0 t0 co tG w ri c h W ri to ri (D r co w C ri t00 r co to w ri to r to ri LO 10 W co w co m to to to ten o tOo COD 1D w t0 � t0 t0 w 1(0 to w m to to 0 tD co m CCG tD t0 t0 t00 t0 t0 coo co tD t0 t0 to t0 t0 t0 m to t00 t�0 Ll U- - U- UO 95+00 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 12-11- REYIm CIVd ENGQJEEIL4 1917 S. GILBERT ST. Sheet No. DRAWN BY: MAK 12.1x14 PFAcmf4tlEw.. M Latin PLANNERS IOWA CITY, IOWA 52240 DANIEL PLACE EXTENSION APPROVED BY: SBP 12-3x14 ..ly.ne . M'am: SURVEY O (319)351-8282 CITY OF IOWA CITY PAVING PLAN AND PROFILE 7 12-ai-14 P MEGfl IM SBP LA CAPE .1NlAP is W .mmsconsultants.net DATE 11-5-2014 S ENVAGNI� & SPEcwlsis NOTE: ALL ELEVATIONS TOP OF SLAB UNLESS NOTED OTHERWISE 4.. s 406 NORTH �P w _sC_ �sQ � _�/• P -- ----- -------------------— .� ----------At 1' 4. ° d� 1SCALE: 1"=20' ° a 4. e ae' a '.'°.'. °` ASTA 99+50. USE BT -3 ° .1 'JOINT OR "CD" JOINT DEPENDING ON SEQUEN� OF PAVING. PROVIDE le _ 1 LONG TRANSITION LUG TB0 1 i TRANSITION FROM 9" it'- 7" PAVEMENT rn 1' ° --- ----� °° NOTE: ALL WORK WITHIN THE — . — — — — J ° 1 4i' 4 SYCAMORE STREET ROW IS DESIGNED AND • QUANTIFIED UNDER THE SYCAMORE STREET IMPROVEMENT PLANS BY McCLURE ENGINEERING s ss -- -- 96 TS----- ------- -- ST 637 --- ------------- L_ _— --- -- x - - - — - - - ------S.1. --' - N - Spg9sgls--- -STg96XTs— SO °O g9%T°O 9,x �O S%pOpp xs�°O 7 °p°O 74 STq sB8 �F°off ss o0 74° sss ° 74°OC s 7¢p o ss)7 400 ST6�78 °O! 96x Sly6SB � STq. 8e _. , q. 9s>< eSXS 9s% p p op poo opO p 0 p o. pO p � STq g¢9TS 00 STq BS � � STq 9Bx� q9 xS sss 6 % p o %Sp 0p °OOp 7 °Op v STq g x� STgsBj� o74ppR 4� I ppb 2� Dp2os7R xsppo?39SR -------------------------------------------------------------------- ---------------- --- -- ------ 1z -n-14 PERCmRknEA aW� k M CIVIL ENGINEERS 1917 S. GILBERT ST. Sheet Na DRAWN BY: MAK 12-ts14 vrNCRYRSKE'nsRRvac LAND PLANNERS IOWA CITY, IOWA 52240 DANIEL PLACE EXTENSION APPROVED BY: SBP 111 14 1 MKUllfkV 202 M LAND SURVEYORS (319)351-8282 DETAILED PAVING PLAN 8 12-3114 PERAECREVIM 3EP LANDSCAPE ARCHITECTS GITY OF IOWA CITY -DATE: 11-5-2014 s ENYMNIOTAL SPECuusrs www.mmsconsultants.net i 6 A2J13NO391N31NNOIIV >N iaa4S Allo VMOI d0 IWO NOISN31X3 33Vld 131NVO UW'M.M.MSL51UAUH�vilmrx°w^xa ^� dGS-9-tL �ypl�yy 3dtlJS011Y'1 95 M31W3tl d03W 83d OL-LE-ZL monA ns a"I VV+ewFa>nl�n aow m CL9E-iL d9S A9 03 VMOI suam Id UN W xvWWesO"UDtl KL VzL NtlW A9 C]Ml !l IMM VM .09=„L GIVOS L I 9VZ-49 VI '.1117 VMOI L 17M1914 1004.5 IINIWV9 7VAWI----------------- ------------ -61 U U L _. OMS VI 'All7 VM01 35 122815 4Vnir 9L65 SvWwd 173dsola d �l 000'00+006 9170'09+66 L£8'L£6E82 3 1788'L88E92 3 3.,66 .69 088 N 56'617 Zl 1709'EE9L69 N 297£9L69 N 9170'09+66 9170'00+66 1788188E8LZ 3 969INEW 3 0E .Z17.00 3 b£ .817088 N £0'1717017 00'09 ZO 297£9L69 N Z89IM69 N 9170'00+66 L170'09+86 968' 6£8£86Z 3 606' 68LE86Z 3 09 .Z£ .00 3 ..917 £17 o88 N 69'ZEZ9 00'09 LO Z89' L£9L69 N £LVOM69 N L170'09+86 ZL9'617+176 60668LEOLZ 3 176VIS£ESLZ 3 3 .AL .00 068 N 817'0017 Ll £Lb'0£9L69 N 1709'EZ9L69 N NOIIVIS ON3 NOIIVIS i-dV1S 1NIOd ON3 1NIOd 1NV1S O V1130 I NOIlO3UIG OaOHOGNIl Sf1IOVb H1`JN31 # 1N3VY03S (30Vld 19INVO) 318VI iN3W'J3S 1N3WN9IIV a N C]Ml !l IMM VM .09=„L GIVOS L I 9VZ-49 VI '.1117 VMOI L 17M1914 1004.5 IINIWV9 7VAWI----------------- ------------ -61 U U L _. OMS VI 'All7 VM01 35 122815 4Vnir 9L65 SvWwd 173dsola d �l 675 670 665 95+50.00 660 -40 -20 0 20 40 675 67C 665 660 5 95+00.00 5 6 -40 -20 0 20 40 67. 67( 12-11-W 3 O. � Ap CIVR. ENGINEERS DRAWN BY: MAK 12-1414 PERanAenEwseRlxN O LANo PLANNERS APPROVED BY: SBP Ao - - - - -'EG (TVP.) - - LANK SURVEYORS � Ao 111-14 PER MEG REVIEW SBP 66 LANG ME ARCIPP n r, 115-2014 66 ---- S ENVIRONNENPAL SMMSM 65 �EG (T1P.)F77 - 66! 66L 660 -40 -20 0 20 40 675 67C 665 660 5 95+00.00 5 6 -40 -20 0 20 40 O/C 67( 12-11-W 3 O. � Ap CIVR. ENGINEERS DRAWN BY: MAK 12-1414 PERanAenEwseRlxN O LANo PLANNERS APPROVED BY: SBP LL - - - - -'EG (TVP.) - - LANK SURVEYORS 111-14 PER MEG REVIEW SBP 66 LANG ME ARCIPP n DATE: 115-2014 66 ---- S ENVIRONNENPAL SMMSM 65 5 0 5 96+50.00 675 670 665 6 -40 -20 0 20 40 s7 67( 12-11-W 3 m CIVR. ENGINEERS DRAWN BY: MAK 12-1414 PERanAenEwseRlxN O LANo PLANNERS APPROVED BY: SBP tzaal4 PERcmuvinvmpma IE M LANK SURVEYORS 111-14 PER MEG REVIEW SBP LANG ME ARCIPP n DATE: 115-2014 ---- S ENVIRONNENPAL SMMSM 96+50.00 675 670 665 SCALE. I 1 LE. 1"=5'(VERT.) 660 -40 -20 0 20 40 660 N O C.tl n 1. Ql e 96+00.00 r� � j 675 670 665 660 s7 67( 3 m 3 O o. IE T U' ---- --- -- 66: I EG TVP.) SCALE. I 1 LE. 1"=5'(VERT.) 660 -40 -20 0 20 40 660 N O C.tl n 1. Ql e 96+00.00 r� � j 675 670 665 660 5 - tTt C.1Cj - CJ G,J 0 5 -40 -20 0 20 40 0 1917 S. GILBERT ST. Sheet No. IOWA CITY, IOWA 52240 DANIEL PLACE EXTENSION (319) 351-8282 CITY OF IOWA CITY CROSS SECTIONS 10 w.mmsconsultants.net s7 67 3 O o. U' ---- --- -- I EG TVP.) 66 66 5 - tTt C.1Cj - CJ G,J 0 5 -40 -20 0 20 40 0 1917 S. GILBERT ST. Sheet No. IOWA CITY, IOWA 52240 DANIEL PLACE EXTENSION (319) 351-8282 CITY OF IOWA CITY CROSS SECTIONS 10 w.mmsconsultants.net 675 97+50.00 670 665 660 675 670 TVP.) 665 660 655 -40 -20 0 20 40 655 675 97+00.00 670 665 660 -40 -20 0 20 40 DRAWN BY: APPROVED BY: DATE: MAK SBP 11-5-2014 - - R SM ■� m CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANCSCME MUTECTS FNVIRCNNENTAL SPEM= 12-19171 PEA tett AEYEw SBPMM N219171 12JP14 'mv" Er'av M 12-51-14 PERMECRE M SBP 3 o. ci m A 3 o ;d EG m i LL 670 c i ui w w 665 4 675 670 TVP.) 665 660 655 -40 -20 0 20 40 655 675 97+00.00 670 665 675 670 665 660 660 -40 -20 0 20 40 DRAWN BY: APPROVED BY: DATE: MAK SBP 11-5-2014 - - R SM ■� m CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANCSCME MUTECTS FNVIRCNNENTAL SPEM= 12-19171 PEA tett AEYEw SBPMM N219171 12JP14 'mv" Er'av M 12-51-14 PERMECRE M SBP 3 o. vi A �3 !E G (TVP.) m i LL 670 c i ui w w 665 675 670 665 660 675 670 665 660 SCALE: 1"=20'(HOR.) 98+50.00 1"=5'(VERT.) 660 -40 -20 0 20 40 DRAWN BY: APPROVED BY: DATE: MAK SBP 11-5-2014 - - R SM ■� m CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANCSCME MUTECTS FNVIRCNNENTAL SPEM= 12-19171 PEA tett AEYEw SBPMM N219171 12JP14 'mv" Er'av M 12-51-14 PERMECRE M SBP 3 d: vi A 675 670 665 660 SCALE: 1"=20'(HOR.) 98+50.00 1"=5'(VERT.) 675 670 65 60 655 -40 -20 0 20 40 655 98+00.00 0 3 o; G (TVP•) 6 6 675 670 665 660 655 ac--) 3 d: vi EG ( •) m i LL 670 c ui w w 665 4 675 670 65 60 655 -40 -20 0 20 40 655 98+00.00 0 3 o; G (TVP•) 6 6 675 670 665 660 655 675 ac--) 3 d: vi EG ( •) m i LL 670 c w w 665 675 ac--) cn <t" m a 670 c w w 665 660 -40 -20 0 40 40 655 1917 S. GILBERT ST. Sheet No. IOWA CITY, IOWA 52240 DANIEL PLACE EXTENSION (319) 351-8282 CITY of IOWA CITY CROSS SECTIONS 11 w.mmsconsultants.net DRAWN BY: MAK APPROVED BY: SBP DATE: 11-52014 CIW. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE A WTEM ENv KKWR SPECM 99+50.00 675 670 665 mo SCALE: 1-=40.(HOR.) 1 `=5'(VERT.) 675 655 —40 —20 0 675 99+00.00 670 665 CYY 1 655 (T 20 40 N d D— 671 3 n 45 O' a m ---- n rEG (TYP. 661 655 —40 —20 0 675 99+00.00 670 665 CYY 1 655 (T 20 40 N d D— 67( 3 655 -40 -20 0 20 40 655 1917 S. GILBERT ST. Sheet Nm IOWA CITY, IOWA 52246 DANIEL PLACE EXTENSION (319)351-8282 CITY OF IOWA CITY CROSS SECTIONS 12 w.mmsconsultants.net (T v 6 67( 3 45 O' n rEG (TYP. 66: 661 655 -40 -20 0 20 40 655 1917 S. GILBERT ST. Sheet Nm IOWA CITY, IOWA 52246 DANIEL PLACE EXTENSION (319)351-8282 CITY OF IOWA CITY CROSS SECTIONS 12 w.mmsconsultants.net (T v W 45 655 -40 -20 0 20 40 655 1917 S. GILBERT ST. Sheet Nm IOWA CITY, IOWA 52246 DANIEL PLACE EXTENSION (319)351-8282 CITY OF IOWA CITY CROSS SECTIONS 12 w.mmsconsultants.net 01-06-15 3e(3) Prepared by: Dave Panos, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5145 RESOLUTION NO. 15-4 RESOLUTION SETTING A PUBLIC HEARING ON JANUARY 20, 2015 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE SYCAMORE STREET - CITY LIMITS TO SOUTH GILBERT STREET, 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 Sycamore Street- City limits to S. Gilbert Street account #S3931. 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 20th day of January 2015, 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 6th day of January 2015 MAYOR Appropd-by ATTEST: 07 .J CITY CZERK City Attorney's Office SAENWWResolutlons\Project Resolutions\Setting Public Hearing\Sycamore Street 20151Se1 Public Hearing Project -Sycamore Street 2015.doc Resolution No. ][nage 2 It was moved by Mims and seconded by Payne the Resolution be adopted, and upon roll call there were: AXES: NAYS: ABSENT: x Botchway x Dickens x Dobyns x Hayek x Mims x Payne x Throgmorton NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE SYCAMORE STREET — CITY LIMITS TO SOUTH GILBERT STREET, 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 conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Sycamore Street — City Limits to South Gilbert Street, Phase 1 Project in said city at 7:00 p.m. on the 20th day of January, 2015, 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. 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. MARIAN K. KARR, CITY CLERK Subscribed and sworn to before me this 2 day of A+� A.D. 20 L� . Not ublic ADAM JAMES KAHLER VOL OLCommission Number7853B1 k, p My Commission Expires 08104/2017 OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE SYCAMORE STREET—CITY LIMITS TO SOUTH GILBERT STREET, PHASE PROJECT IN THE CITY OF IOWA CITY, IOWA Printer's Fee $ Qom. O� TO ALL TAXPAYERS OF THE OF IOWA CIN, IOWA, ANC TO TO OTHER INTERESTEL CERTIFICATE OF PUBLICATION PERSONS: Public notice Is hereby given that the City Council of the City of Iowa STATE OF IOWA s City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated JOHNSON COUNTY, SS: cost for the construction of the Sycamore Street — City Limits to South Gilbert Street, Phase 1 THE IOWA CITY PRESS -CITIZEN Project in said city at 7:00 p.m. on the 20th day of January, 2015, said meeting to be held in the Emma J. FED.ID942-0330670 Harvat Hall in the City Hall, 410 E. CroS6A Washington Street in said city, or if said meeting is cancelled, at the 1,Sc,, next meeting of the City Council being duly sworn, say th t I am thereaf er as posted by the City the legal clerk of the IOWA CITY Said plans, specifications, form of contract and estimated cost are PRESS -CITIZEN, a newspaper now on file in the office of the City Clerk in the City Hall in Iowa City, published in said county, and Iowa, and may be inspected by any that a notice, a printed copy of interested persons. Any Interested persons may which is hereto attached Was r appear at said meeting of the City Council for the purpose of making P P Apublished in said paper--)— objections to and comments con- con - cerning said plans, specifications, ti me(s), on the following date(s): 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. MARIAN K. KARR, CIN CLERK u ,rte ruonoo,eeav January 12, 2015 Legal Clerk"' --'--- --u - Subscribed and sworn to before me this 2 day of A+� A.D. 20 L� . Not ublic ADAM JAMES KAHLER VOL OLCommission Number7853B1 k, p My Commission Expires 08104/2017 " mss. 7 Prepared by: Dave Panos, Civil Engineer, 410 E. Washington St., Iowa City, W 52240 (319) 356-5145 i�Y�A41N7►�►[��� RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE SYCAMORE STREET — CITY LIMITS TO SOUTH GILBERT STREET, PHASE 1 PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH 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. WHEREAS, funds for this project are available in the Sycamore Street- City limits to S. Gilbert Street account # S3931. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. 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 publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 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 11:00 am on the 13th day of February, 2015. At that time, the bids will be opened by the City Engineer or his designee, and thereupon refered to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 23rd day of February, 2015, or at a later date and/or time as determined by the Director of Public Works or designee. Passed and approved this 20th day of January '2015. Mayor Approved ATTEST: City Jerk City Attorney's Office Resolution No. Mage 2 It was moved by Dobyns and seconded by Resolution be adopted, and upon roll call there were: AYES: NAYS: x ii ABSENT: the Botchway Dickens Dobyns Hayek Mims Payne Throgmorton NOTICE TO BIDDERS SYCAMORE STREET IMPROVEMENTS, CITY LIMITS TO SOUTH GILBERT STREET, PHASE I, Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 11 A.M. on the 13th day of February, 2015. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. 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 23rd day of February, 2015, or at special meeting called for that purpose. The Project will involve the following: Excavation of 25,400 cubic yards of Class 10 fill; installation of 3700 feet of storm sewer and associated structures; installation of 460 feet of water main with associated valves, fittings and fire hydrants; paving 15,000 square yards of either PCC or HMA pavement, 400 tons of HMA, and 4,500 square yards of sidewalk; as well as associated clearing and grubbing, site work, grading, and associated construction activities. All work is to be done in strict compliance with the plans and specifications prepared by McClure Engineering Company, of North Liberty, 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 accompanied by two sealed envelopes, separate from the one containing the proposal: one including 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, and another envelope including a completed Resident Bidder Form. 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. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejec- tion is made. Other bid bonds will be returned AF -1 after the canvass and tabulation of bids is completed and reported to the City Council. 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 (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Completion Dates: Stage 1 - July 24, 2015 Incentive/Disincentive: $1,200 per calendar day Stages 2 & 3 - November 30, 2015 Incentive/Disincentive: $750 per calendar day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of McClure Engineering Company, 1740 Lininger Lane, North Liberty, Iowa, 52317 by bona fide bidders. The request shall be accompanied by a certified check (made payable to McClure Engineering Company) in the amount of One Hundred and Fifty Dollars ($150.00) for 11 by 17 -inch Drawings. Payment will be refunded if the Drawings and Documents are 1) returned within fourteen (14) days after the Award of the Project and 2) the Drawings and Documents are in a reusable condition. If they are not returned, or returned past the deadline, or are not in a reusable condition as judged by the Engineer, the deposit shall be forfeited. 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 obtained 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 subcon- tract. 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, AF -2 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 re- quired 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. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK AF -3 Printer's Fee $-10 ?-;. , (4 C) CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 1, <�w C/-OS� being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN,a newspaper published in said county, and that a notice, a printed copy of which Is hereto attached, was published In said paper time(s), on the following date(s): I -2"1 -lam Legal Clerk Subscribed ands orn to before met is 2day of Notaff Public ADAM JAMES KAHLER Commission Number 785381 My Commission Expires 08/04/2017 OFFICIAL PUBLICATION NOTICE TO BIDDERS SYCAMORE STREET IMPROVEMENTS, CITY LIMITS TO SOUTH GILBERT STREET, PHASE 1, Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 11 A.M. on the 13th day of February, 2015. Sealed pro- posals will be opened immedi- ately thereafter by the City Engineer or designee. 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 23rd day of February, 2015, or at special meeting called for that pur- pose. The Project will involve the fol- lowing: Excavation of 25,400 cubic yards of Class 10 fill; Installa- tion of 3700 feet of storm sewer and associated struc- tures; installation of 460 feet of water main with associated valves, fittings and fire hydrants; paving 15,000 square yards of either PCC or HMA pavement, 400 tons of HMA, and 4,500 square yards of sidewalk; as well as asso- ciated clearing and grubbing, site work, grading, and asso- ciated construction activities. All work is to be done in strict compliance with the plans and specifications prepared by McClure Engineering Company, of North Liberty, 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 com- pleted on a form furnished by the City and must be accom- panied by two sealed enve- lopes, separate from the one containing the proposal: one including 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, and another envelope Including a complet- ed Resident Bidder Form. 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 satis- factory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursu- ant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) cal- endar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is com- pleted and reported to the City Council. 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 harm- less 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 Improve- ment for a period of five (5) year(s) from and after its com- pletion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Completion Dates: Stage 1 - July 24, 2015 Incentive/Disincentive: $1,200 per calendar day Stages 2 & 3 - November 30, 2015 Incentive/Disincentive: $750 per calendar day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of McClure Engineering Company, 1740 Uninger Lane, North Liberty, Iowa, 52317 by bona fide bidders. The request shall be accompanied by a certified check (made payable to McClure Engineering Company) in the amount of One Hundred and Fifty Dollars ($150.00) for 11 by 17 -inch Drawings. Payment will be refunded if the Drawings and Documents are 1) returned within fourteen (14) days after the Award of the Project and 2) the Drawings and Documents are in a reusable condition. If they are not returned, or returned past the deadline, or are not in a reusable condition Eta judged by the Engineer, the deposit shall be forfeited. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontrac- tors on City projects. A listing of minority contractors can be obtained 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 per- sons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate sub- contract 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 authori- ty, 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. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK January 27, 2015 Y5. a It ADAM JAMES KAHLER Commission Number 785381 My Commission Expires 08/04/2017 OFFICIAL PUBLICATION Printer's Fee $ jq,qq Public Notice of Storm Water Discharge CERTIFICATE OF PUBLICATION The City of Iowa City plans t submit a Notice of Intent to th Iowa Department of Natur[ STATE OF IOWA, Resources to be covered unite NPDES General Permit No. ` "Storm Water Discharge Associates JOHNSON COUNTY, SS: with Industrial Activity to Construction Activities". THF. IOWACITVPRESS-CITIZEN The The storm water discharge fron Street Improvement: project construction located it FED.ID#42-0330670 Sections 26 and 35, Township 79N Range 06W in Johnson County Stone water will be discharges I, �iw/h l ✓ O S from 4 point source(s) and will be being duly sworn, say thaf I am discharged to Snyder Creek. Comments may be submitted tc the legal clerk of the IOWA CITY g the Stone Water Discharge Coordinator, Iowa Department of PRESS -CITIZEN, a newspaper Natural Resources, Environments Protection Division, 900 E. Grand published in said county, and Avenue, Des Moines, IA 50319- that a notice, a printed copy of 0034. The public may review the Notice of Intent from 8 a.m. to 4:30 which is hereto attached, was p.m.. Monday through Friday, at published in said paper_ the above address after it has been received by the department. time(s), on the following date(s): Comments may be submitted to the Storm Water Discharge 3_ , )S Coordinator, Iowa Department of J Natural Resources, Environmental Protection Division, 502 E. 9th Street, Des Moines, IA 50319- 0034. The public may review the Notice of Intent from 8:00am to 4:30pm, Monday through Friday, at the above address after it has been Legal Clerk received by the department. March 9, 2015 Subscribed and orn to t before a this day of /V1� _ ., D 20 IS Notary b ADAM JAMES KAHLER Commission Number 785381 My Commission Expires 08/04/2017 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and Metro Pavers, Inc. ("Contractor'). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the 5+�' day of � Q n u a 2t , 20 y$, for the Sycamore Street Improvements City Limits to South Gilbert Street, Phase 1 Project ("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 City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers: #2; b. "Standard Specifications Manual" 2015 Edition, Statewide Urban Design And Specifications (SUDAS); C. Iowa City Municipal Design Standards; d. "Standard Specifications for Highway and Bridge Construction," Series of 2012, Iowa Department of Transportation, as amended; e. Plans; N O_ f. Specifications and Supplementary Conditions; a g. Notice to Bidders; prn h. Note to Bidders; _ N i. Performance and Payment Bond; > cn W j. Restriction on Non -Resident Bidding on Non -Federal -Aid Projects; k. Contract Compliance Program (Anti -Discrimination Requirements); I. Proposal and Bid Documents; and AG -1 M. 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): 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this 3 sl day of Ol arC—IA— , 20 )5 . ATTEST: Mayor City Clerk AG -2 — • 1 (Company Official) Approved By: QlaiD ity Attorney's Office FORM OF PROPOSAL CITY NOTICE TO BIDDERS: 1 i PROJECT PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. .� Name of Bidder Address of Bidder 20Se t-/& 5- Q2,,jioiL C t 4 0 Esilmated Quantity* TO: City Clerk "I A : City of Iowa City City Hall -- 410 E. Washington St. Iowa City, IA 52240 1.01 TRAFFIC CONTROL LS 1 I $p0,o0 I&SOO.Ob 1.02 The undersigned bidder submits herewith bid security in the amount of $ U kir .nin accordance with the terms set forth in the "Project Specifications." w 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 I 2 and , and to do all work at the prices set forth herein. 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. Item No. Item Name Unit Esilmated Quantity* Unit Price Extended Amount SUDAS SPECIFICATIONS DIVISION 1 -GENERAL AND UNCLASSIFIED 1.01 TRAFFIC CONTROL LS 1 I $p0,o0 I&SOO.Ob 1.02 MOBILIZATION LS 1 13$$p0.0 t32rsoo•0 DIVISION 2 - EARTHWORK 2.01 CLEARING AND GRUBBING UNIT 774 13.t�0 oObZ.O 2.02 TOPSOIL, ON-SITE CY 10848 �-(, (00tj q g O0•. 2.03 TOPSOIL, EXPORT CY 1200 5. b S -1 ko,00 2.04 EXCAVATION, CLASS 10 CY 25386 (o , Fr S 1-I3 Yqq.Ib 2.05 BELOW GRADE EXCAVATION (CORE OUT) CY 559 L.1 y, 0 0 2 4 516. Ob 2.06 SUBGRADE PREPARATION SY 20057 .9s ( q O$4, S 2.07 SUBGRADE TREATMENT, CEMENT BY 18216I S.-70 t Sp 479, 2.08 SUBBASE, MODIFIED, 6IN. CY 3343 2`d. '53 1335.(91 2.09 1 COMPACTION TESTING LS 1 I Woo , OD t-1 OO.OI� FP -1 (Addendum #2) Item No. Item NameIF I t Estimated Quant. UnR Pdce Extended Amount DIVISION 3 -TRENCH AND TRENCHLESS CONSTRUCTION 3.01 TRENCH COMPACTION TESTING LS 1 Z*00,00 2.000.00 DIVISION 4 - SEWERS AND DRAINS 4.01 STORM SEWER, TRENCHED, CLASS III RCP, 12 IN. LF 845 y.3.00 31p33S. 4.02 4.03 STORM SEWER, TRENCHED, CLASS III RCP, 15 I STORM SEWER, TRENCHED, CLASS III RCP, 18 IN. I t + w 1199 550 4 9, 0 0 55.00 S � -7SI.0 30 2S 0.00 4.04 STORM SEWER, TRENCHED, CLASS III RCP, 24 IN. LF 740 7. Dp 4 Ot SbO.0 4.05 STORM SEWER, TRENCHED, CLASS III RCP, 301N. LF 40 90.00 31e00.00 4.06 STORM SEWER, TRENCHED, CLASS III RCP, 42 IN. LF 216 130.06 z80 b 0 4.07 STORM SEWER, TRENCHED, CLASS III RCAP, 44 IN. X 27 IN, LF 43 1 30, U0 5$9 0,0 J 4.08 STORM SEWER, TRENCHED, CLASS III RCAP, 691N. X 36 IN. LF 40 zw' UO 10000.06 4.09 STORM SEWER, TRENCHED, DIP, 421N. LF 23 2(,S.06 0 9 S,0 4.10 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 253 / L4,0 6 3S4 2,03 4.11 PIPE APRON, CLASS III RCAP, 441N. X 271N. EA 1 3300,00 3300, OD 4.12 PIPE APRON, CLASS III RCP, 12 IN. EA 2 / U 00,00 2_,00,00 4.13 PIPE APRON, METAL, 42 IN. EA 1 Z•700,t)U Z-700,0) 4.14 SUBDRAIN, CORRUGATED PVC PIPE, 6 IN. LF 7189- $•Up S731Z, 4.15 SUBDRAIN CLEANOUT, PVC, 61N. EA 12 400.00 4800160 416 SUBDRAIN OUTLETS AND CONNECTIONS, CORRUGATED METAL PIPE, 61N. EA 39 3S0 • UD I g (oSJ.O DIVISION 5 - WATER MAINS AND APPURTENANCES 5.01 WATER MAIN, TRENCHED, DIP, 81N. LF 98 (p 9-ob 71r Z.0 5.02 WATER MAIN, TRENCHED, DIP, 161N, LF 361 9 5, b o 3`C613.0 5.03 WATER MAIN, TRENCHED, PVC, 6IN. LF 476 ZO, OU 500.0 5.04 WATER MAIN FITTINGS LBS 1104 S. 60 S S 24. 5.05 VALVE, GATE, 8 1N. EA 2 1300.00 '044 0. 5.06 VALVE, BUTTERFLY, 16 IN. EA 1 7,700.0 0 2 700 0 5.07 TAPPING VALVE ASSEMBLY, 16 IN. EA 1 9'500,00 Q.SU0,0 5.08 FIRE HYDRANTASSEMBLY EA 3 ALM OOA0 13ZO0. 00 5.09 VALVE BOX EXTENSION EA 7 ISO, D6 SU•00 5.10 VALVE BOX REPLACEMENT EA 4 Zl S.06 110,00 5.11 FIRE HYDRANT ADJUSTMENT EA 4 1200,00 Ll $UO.OD DIVISION 6 -STRUCTURES FOR SANITARY AND STORM SEWERS 6.01 MANHOLE, TYPE SW-401,60 IN. DIA. EA 1 q UO.UO 1-4go ,Q0 6.02 INTAKE, TYPE SW-507 EA 26 3SS0,014 gZ,300,0 6.03 INTAKE, TYPE SW-508 MODIFIED EA 2 3L/00 •0 b 00. 6.04 INTAKE, TYPE SW-509 EA 7 q00. 0 b Z-7 300• 6.05 INTAKE, TYPE SW-545 MODIFIED EA 1 4200.00 q7,50.oc 6.08 INTAKE, TYPE SW-512,24 IN., TYPE 6 EA 6 13C)0.06 k0S 00 00 6.07 1 INTAKE, TYPE SW-512,30 IN., TYPE 5 EA 2 ( , 00 ,34 D0, 0 b 6.08 T. MINOR EA 1 L(SO,Do L15D.06 FP -2 (Addendum #2) Item No, Item Name Unit Estimated Quantity* Unit Pdos Extended Amount 9.14 REMOVAL AND REINSTALLATION OF EXISTING FENCE, PLASTIC, 4 FT. TALL LF 15 '-(Y.00 lo(pp• 0 6 9.15 PLASTIC SAFETY FENCE FOR LANDSCAPE PROTECTION, 4 FT TALL LF 1750 5 OL) DIVISION 10-MISCELANEOUS 3' Ln (Adden#am #2) 10.01 WATERMAIN PROTECTION AND INSULATION LS 1 ,3S 0.00 0, OD 10.02 REMOVE AND REINSTALL BOLLARD EA 1 5a0,00 10.03 DUCT BANK LF 30840 (06 138.0 IOWA DOT SPECIFICATIONS 1.01 REMOVALS, AS PER PLAN LS 1 1000." I �- OO, Go 1.02 FENCE, FIELD LF 3000 (o `t S o70 S$6 .0 1.03 FIELD OFFICE LS 1 Io000.00 10000.00 1.04 PERFORATED SQUARE STEEL TUBE POSTS, FURNISH ONLY LF 499 LI O 1) t 9 9 G 0 0 1.05 PERFORATED SQUARE STEEL TUBE POST ANCHOR, FURNISH ONLY EA 53 _liO.O-1 to to. D 0 - 1.06 TYPE A SIGNS, SHEETALUMINUM, FURNISH ONLY SF 386.75 Z.00 LlId-11,6D 1.07 CONSTRUCTION SURVEY LS 1 Zq lg5.O 4N4S• 1.08 PAINTED PAVEMENT MARKINGS, DURABLE STA 166.5 ( 03.014 1 11 t{qS 1.09 PAINTED SYMBOLS AND LEGENDS, DURABLE EA 26 310,06 1.0,00 BASE BID AMOUNT = z 1 I Z 1, y Z b• 19 ALTERNATE A- HMA PAVEMENT A.01 CURB AND GUTTER, 1.5 FT., 101N. LF 4485 n. A.02 PAVEMENT, HMA, (10M ESAL) SURFACE, 1/21N. MIX SIZE, PG 64-22, 2.51N.DEPTH BY 8080 N n A A.03 PAVEMENT, HMA, (10M ESAL) INTERMEDIATE, 1/2 IN. MIX SIZE, PG 58-28,3 IN. DEPTH SY 8080 %c A I n J v A A.04 PAVEMENT, HMA, (10M ESAL) BASE, 1 IN. MIX SIZE, PG 58-28, 5IN. DEPTH SY 8080 n A.05 I HMA PAVEMENT SAMPLES AND TESTING LS 1 ALTERNATE A BID AMOUNT= 1 ALTERNATE B - PCC PAVEMENT B.01 I PAVEMENT, PCC. 9IN. SY 8886 3cl,Lis 3565.52.76 ALTERNATE B BID AMOUNT = _315o,,5S Z "1 b * Quantities shown are the sum of those listed in the two separately bound sets of plans FP -4 N O_ 3' Ln (Adden#am #2) Item No. Item NameFIL Estimated Quandt ` Unit Pdce Extended Amount 6.09 CONNECTION TO EXISTING MANHOLE OR IN KE 1 y JU 'f 5-0. 0 0 DIVISION 7 - STREETS AND RELATED WORK 7.01 PCC PAVEMENT SAMPLES AND TESTING L 1 S00000 SOOO.00 7.02 PAVEMENT, PCC, 71N. 1827 -36.6S- S5 -141.S 7.03 PAVEMENT, PCC, 9 IN., COLORED, TRUCK APRONS ✓f 628 -� Li. 9 0 N 7 O 37. 7.04 PAVEMENT, PCC, 61N., COLORED, MEDIANS AND SPLITTER ISLANDS BY 542 58.9S 30SC.9 7.05 PAVEMENT, PCC, 9 IN., ROUNDABOUTS AND MEDIAN SY 4098 L{$. ZS �q-)-)2p, 7.05 CURB AND GUTTER, 2.5 FT., 10 IN. LF 96 30,00 0' 7'07 PAVEMENT, HMA, (10M ESAL) SURFACE, 1/2 IN. MIX SIZE, PG 64.22, 2.5 OR 3 IN. DEPTH BY 784 17 'q5 91Wo 7'08 PAVEMENT, HMA, (10M ESAL) INTERMEDIATE, 112 IN. MIX SIZE, PG 58-26, 31N. DEPTH BY 784 )i.�0 7.09 PAVEMENT, HMA, (10M ESAL) BASE, 1 IN, MIX SIZE, PG 56-28, 5IN. DEPTH BY 784 7.10 REMOVAL OF SIDEWALK BY 45 7.11 REMOVAL OF DRIVEWAY BY 101 7.12 SIDEWALK, PCC, 4 IN., 5 FT. WIDE TYP. BY 1425 36.-7S Z c6,•j 7.13 SIDEWALK, PCC, 6 IN., 8 Ff. WIDE TYP, BY 2419 Z.-1, (a$ (n(. 5.3 7.14 SIDEWALK, HMA, 6 IN., 8 FT. WIDE TYP. SY 659 31.4 20 ZS. 7.15 SIDEWALK, HMA, 4IN., TEMPORARY BY 55 S', 00 3190.00 7.16 DETECTABLE WARNING SF 428 3 Z•UO l 3 IJ(.. 0 7.17 DRIVEWAY, PAVED, PCC, 6 IN. BY 400 35 • (0 1 y 0110,01 7.16 DRIVEWAY, CLASS A CRUSHED STONE, 6 IN. TON 614 Z S. 3 n I S Say, 7.19 PAVEMENT REMOVAL BY 8983 3, 9 0 3Sa 33.? DIVISION 9 - SITE WORK AND LANDSCAPING 9.01 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING AC 4.8 3 (o0 0.0 -b t'j-,50,0 9.02 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING (TEMPORARY) AC 4.8 1000.00 L( bOO.Ob 9.03 SODDING SQ 1206 y8.0'D 577�$$.0 9.04 SWPPP MANAGEMENT LS 1 -30 00.00 00 O. 00 9.05 FILTER SOCKS, 81N. LF 66451 (• U 3 09 ` ,Z 9.06 FILTER SOCKS, REMOVAL LF 6645 . 2 $ 1 W. 9.07 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP) BY 7729 1, 3S I04„';4.IS 9.08 ROCK CHECK DAMS TON 4 Z,t(0. Z0 9.09 RIP RAP, CLASS E REVETMENT TON 66 Sp, C( a 37 S$, y 9.10 STABILIZED CONSTRUCTION ENTRANCE TON 40 90,0 b 0 o, UO 9.11 INLET PROTECTION DEVICE, INSTALLATION EA 46 (90, 00 Z 7 (,O.OD 9.12 INLET PROTECTION DEVICE, MAINTENANCE EA 46 •Oa ) 15 D.OD 8.13 REVET MATTRESS, 6 IN. THICK 9.1/6 FP -3 (Addendum #2) s0 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: Wn'l ZYb-b(b C,j/1+ra.Jtys SwRo (oI • Z,S 6i 16 No, Sp Ll PiJ k *in -c --i-I h 9 (_.-I'S �-VcA,-t, -% F, „5; un C, -)t\ .gni l () 9 N 37. (oS 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 shell prevail. Firm: Signature: L. V Printed Name: (_ wo-iG Ac-g r4C-- 4-T— Title: (l l ec ICG S Address: /i/ n. Lc7-hwA-rr- A c-- Phone: �q 117 3 5/ -Seo C> FP -5 N O Cly M Ln r (Addendum #2) 3d(1) Prepared by: Dave Panos, 410 E. Washington St., Iowa City, IA 52240 (319)3565145 RESOLUTION NO. 15-80 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE SYCAMORE STREET - CITY LIMITS TO SOUTH GILBERT STREET, PHASE 1 PROJECT. WHEREAS, Metro Pavers, Inc. of Iowa City, Iowa has submitted the lowest responsible bid of $2,471,978.89 for construction of the above-named project; and WHEREAS, the bid includes the Base bid and Alternate B; and WHEREAS, funds for this project are available in the Sycamore Street- City Limits to S. Gilbert St account # S3931. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The contract for the construction of the above-named project is hereby awarded to Metro Pavers, 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 and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The City Engineer is authorized to execute change orders as they may become necessary in the construction of the above-named project. Passed and approved this 23rd day of March _'20 15 /14 MAYOR ATTEST: /� (Geri ,J �C f��✓ CITY CORK Approd by �/ F1 I/l City Attorney's Office 3_ - It was moved by Dickens and seconded by Payne the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Champion X Dickens X Dobyns X Hayek X Mims X Payne X Throgmorton 4d(10) Prepared by: Dave Panos, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5415 RESOLUTION NO. 16-334 RESOLUTION ACCEPTING THE WORK FOR THE SYCAMORE STREET - CITY LIMITS TO SOUTH GILBERT STREET, PHASE 1 PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the Sycamore Street - City Limits to South Gilbert Street, Phase 1, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated March 23, 2015, be accepted; and WHEREAS, the Engineer's 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 Sycamore Street- City limits to S. Gilbert Street account # S3931: and WHEREAS, the final contract price is $2,440,363.33. 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 6th day of December MOOR Approved by It was moved by Botchway and seconded by adopted, and upon roll call there were: Pweng/masterslacptwork.doc 11116 20 16 aLlti b44"1 City Attorney's Office//7?--j':7//4, Dickens the Resolution be NAYS: ABSENT: Botchway Cole Dickens Mims Taylor Thomas Throgmorton