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Home My WebLink AboutSTREET/S GILBERT IMPROVEMENTS/NAPOLEON LN TO....../2004/2005 I I I STREET/SOUTH I GILBERT I IMPROVEMENTS/ . , I I NAPOLEON LANE TO CITYLIMITS/2004 & NAPOLEON LANE TO SYCAMORE STREET/200S '"::,-l-...-e-~+ J Sou.:l--h G:,'" be.".\-- .I.""'pf'c)ve.,\'''\<!......-h> I 'P~ I o.f. 4 i\lCt-po I to n lOJl.Q.. +0 C +1 L:"",,;.-h; 14uV4 Nc..pof.eo VI. kVt.~ 1-0 <;YCJ:t,,",-oY".e S..J.v.et.(., ..(005 Il-F-t.b -0"1- ~ -{.so/4.. .j.:, o-n 04 -- 39 llU +-~D("', ,,-', n3 1'rIc..; 1; Yl2J ~ "'P,^-bl;cc"'+,'~ oJ- nDt; C-i!.- 0+ i ,,-+~ '\+ -+v <:~rn"",, e"e.<e publ; c. i "'"'pY'DV;! rn-e.~s Frit.c+ +0 c..o..,s.h.l.t.c:+ flu- .s 04.-+17 G.. I be-...+- <;+...u-J. TmprDtJern.enfs . 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U)a.JSY_b',S.J.>~""8~ I -- R..('~ ~ ~YY1~t 6o~ ~ --. - 2~ 02:;-P ~ -' - ~~~_c; r____~nee..r:S ~er-r--T s- S€.e D~ rE-es~I~-t!O__~~b- J,_'?b r<:c.c..0-:.l':\.8' -th.E.~~~ -+;,... fb.e._~i.l:l. . __uu.__ rb.J..b__.q.....I_SJ...V'_"l.-:e.t_1 Jc.lo1.d._~t;<.i::LTT-Y.\f'r-DV__~~~-=-~f\.~Le..p.Q___. _.. ~___ Lo,.t'.-e._-/.o_S(s.Q",~o-r4..._Si:~~....:t~ ~Dj.d:.____ ____.____ I -- . --- __ ... __.__ __.__. u.______u.. ._______ --.- ---- ---- - . _. .. ----.- - --.-..-- -- ------ _._.u ___~__._____u _ . '. . .... ____. __._ . ._____ _. . .u_ ._____...__ ._____._. _._ .__.___._ ... _____... -_.- --------- - ----- - - --..- ,------.- -------- --- -- .._-------~--- - ---- - - -- ----- ~- -. -.- - ----- ----- ----- ---- ----- .----- , "'? 1<. ou IJ:D Prepared by: Ron Knoche. City Engineer. 410 E. Washington St.. Iowa City. IA 52240 (319) 356-5138 RESOLUTION NO. 04-39 RESOLUTION AUTHORIZING MAILING AND PUBLICATION OF NOTICE OF INTENT TO COMMENCE PUBLIC IMPROVEMENT PROJECT TO CONSTRUCT THE SOUTH GILBERT STREET IMPROVEMENTS PROJECT, NAPOLEON LANE TO CITY LIMITS AND TO ACQUIRE PROPERTY FOR THE PROJECT; AND SETTING DATE OF PUBLIC HEARING. WHEREAS, under the provisions of Sections 6B.2A and 6B.2B of the Iowa Code, a govemmental body which proposes to acquire property under power of eminent domain for a public improvement project is required to give notice of intent to commence the project to all property owners whose properties may be acquired in whole or in part for the project; and WHEREAS, the City Council of the City of Iowa City intends to commence a project to construct the South Gilbert Street Improvements Project, Napoleon Lane to city limits, which includes grading, paving, storm sewer, water main and related construction of South Gilbert Street from Napoleon Lane to city limits. which project is to be known as the South Gilbert Street Improvements Project, Napoleon Lane to city limits; and WHEREAS, before the City of Iowa City can proceed with said project, the City Council must: a. Hold a public hearing, providing the opportunity for public input on the question of proceeding with the public improvement and on the acquisition or condemnation of property interests for the project; and b. Adopt a resolution declaring its intent to proceed with said project and authorizing the acquisition of property interests required for the project by negotiation or condemnation. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: ~ 1. Documentation showing the proposed location of the South Gilbert Street Improvements Project, Napoleon Lane to city limits shall be placed on file in the office of the City Clerk and made available for publiC viewing. 2. A public hearing on the City's intent to proceed with the South Gilbert Street Improvements Project, Napoleon Lane to city limits and to acquire property rights therefore is to be held on the 6th day of April 2004, at 7:00 p.m. in the Emma J. Harvat Hall, Civic Center, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 3. The Department of Public Works and City Clerk are hereby authorized and directed to cause notice of the City's intent to proceed with said project and authorize the acquisition of property for said project to be mailed and published as required by law with said Notice of Intent to be in substantially the attached form; said pUblication to be published 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. . Resolution No. 04-39 . Page 2 Passed and approved this 17th day of February .20~. c2tLJj~ MAYOR Pro ATTEST:_~ k. k"a...u/ Z-/Io! rJ4- CIT LERK It was moved by Vanderhoef and seconded by Ba il ey the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: --...L._ Bailey X Champion X Elliott --- I X Lehman X O'Donnell x Vanderhoef X Wilburn pwenglresJsgilbnapolimprov.doc 2104 ! -.----------.---- I I Printer's fee $_ rf..,.lD CERTIFICATE OF PUBUCATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CllY PRESS-CITIZEN FED. ID #42-0330670 OFFICIAL PUBLICATION , NOTICE OF PUBLIC HEARING ON INTENT TO ACQUIRE PROPERTY I, RIGHTS WHICH MAY BE NEEDED FOR 'THE SOUTH GILBERT STREET Linda Krotz, being duly sworn, say , 'IMPRDVEMENTS PROJECT NAPOLEON LANE TO CITY UMITS IN that I am the legal clerk of the IOWA THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS IN THE CITY OF CITY PRESS-CITIZEN, a newspaper IOWA CITY. IOWA, AND TO OTHER r fNTERESTED PERSONS: "- published in said county, and that a Public notice is hereby given that the City CounCil of the City of Iowa City, Iowa, will notice, a printed copy of which is conduct a public hearing on its intent to acquire property rights which may be. hereto attached, was published in needed for the South. Gilbert Street Improvements Project- Napoleon-Lane to said paper 1 time(s), on the c31 Umits in said City at 7:00 p.m. on the 6 day of April, 2004, said meeting to.be following date(s): held in the Emma J. Haivar Hair in City Hall in sajd City, or if said meeting is can- jY\ U ve-R. q _ d- CJO '-{ celled, at the next meeting of the City Council thereafter. as posted, by the City Clerk: Documentation of the proposed Icx;ation 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 y~~ interested persons. ,- " Any interested persons may appear at sald meeting of the City Council for the Legal Clerk purpose of making objections to and com- ments concerning said Intent to proceed Subscribed and sworn to be.!: me with and 10 acquire pro~rty rights for said public improvement project. This notice.is given by order of the City thisq H _ day of!Ylfi A ..I' Council of the City of Iowa City, Iowa. and A.D. 20 0 '-I. . as provided by law. ()A~~ . MARIAN K. KARR. CITY CLERK IM~ 55.253 March 9, 2004 Notary Public iJ ORLENE MAHER f 1 Commislton Number 715848 My Comml"lon ExpIres ... Aprtl 2, 2005 q "b\\::.,^ 31" NOTICE OF PUBLIC HEARING ON INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAY BE NEEDED FOR THE SOUTH GILBERT STREET IMPROVEMENTS PROJECT - NAPOLEON LANE TO CITY LIMITS 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 acquire property rights which may be needed for the South Gilbert Street Improvements Project - Napoleon Lane to City Limits in said City at 7:00 p.m. on the 6th day of April, 2004, 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 /' .--- , . OFFICIAL PUBLICATION Printer's Fee $ !GD ,q).. NOTICE OF INTENT TO . ACQUIRE In making the decision to fund the site- PROPERTY RIGKTS WHICH MAY BE specifIC design for the pUblic improve- ' NEEDED FOR THE SOUTH GILBERT ment, to make the final selection of the . STREET IMPROVEMENTS PROJECT ' route or site location, or 16 acquire or con- CERTIFICATE OF PUBLICATION NAPOLEON LANE TO CITY L.IMrrS d~mn property rights, if necessary, the TO: SG&M Properties, lLC. PO Box City Council is required to hold a public STATE OF IOWA. 1907, Iowa City, IA 52242 and hearIng, giving persons interested in the Southgate BP Properties LLC, PO Box proposed project the opportunity to pres- JOHNSON COUNTY. SS: 1907, Iowa City, IA 52242 enl their views regarding the decision to THE IOWA CITY PRESS-CITIZEN Chapter 68 of the Iowa Code requires a fund the site-Specific designs fOr the proj- governmental body which proposes to ect, make the final selection of the route FED. ID #42-0330670 acquire property rights under power 01 ?r site ~tion. or to acquire or condemn, eminent domain for a publiC improvement If necessary, property or an interest in project to give notice of the project to an property for the project. ~ public hear- agricuitural property owners whose prop- fng will be held on the 6 ... day of April, :8rties may be affected and to hold a pub- 2004 In the Emma J. Harvat.Hal" City I, _ lic hearing. Hall, 410 eaSt Washington Street, Iowa 1. DESCRIPTION OF TIlE PROJECT. Clty,lowa, commencing at 7,00 p.m. or, I Linda Krotz, being duly sworn, say NOTICE IS HEREBY GIVEN to the ff cancelled; at the neXt meeting of the that I am the legal clerk of the IOWA above~identifi~d . agricultural property City Council thereafter_ as posted by owners that the'City CouliCil of the City of the City Clerk. In order to fund the site- ' Iowa City will consider funding of the site- specific design for the publiC improve- CITY PRESS-CITIZEN, a newspaper specific design for the South Gilbert ment, to make ,the final selection of the Street Improvements Project - Napoleon route or site Ioc..ation. or to commence the published in said county, and that a lane to City Umits, making the final selee- acquisition or condemnation of property . tion of the route or srte_location, or acquir- rights. If necessary, fqr the above- notice, a printed copy of which is ing or condemning property rights, if nee- described project, City Council will be esSary, required for the project. Said proj- required to approve ttie project and hereto attached, was published in eel includes grading,' paving, storm sewer, authorize acquisition of private property said paper L- time(s), on the watei'_'main,and related construction work rights for the project by Council resolution. to upgrade 'SoUth Gilbert Street from i The City Council is scheduled to oonsider NaPoleon Lanete City Umits to a tour ~~~~~~~~f! re~ruti~n authorizin~.!l~i= follOwing date(s): lane urban street 2. PRIVATE PROPERTY RIGHTS MAY I smon 'of. property rights for the above.: ---1Y\. 11 '(' c....k q..l WO <.{ BE ACQUIRED BY NEGOTIATION OR described project following" the public: CONDEMNATION. hearing. . . If the above'-descrlbed project is approved When an appraisal is required, if !he proj- by the City Council, the City may need to eel is approved by the City Council, an ' acquire property rights for the' project appraiser will detennine. the compen~. I improvements, Property rights. may tlon to be paid for easements and/or prop. '--::LA ~ include a temporary construction ease- erty acquired in fee simple. The City -will ment, a pennanent easement, ',andlor a offer no less than the appraised value and I fee simple parcel (complete ownership). will attempt to purchase only the needed Upon review of the records of the property by good faith negotiations.IUhe Legal Clerk Johnson County Auditor, it appears that City is unable to acquire properties need- properties or portions of properties owned ad for the project by negotiation, the City Subscribed and sworn to before me by the above-identified persons may have will acquire those property rights by can- to be acquired for the project by the meth- demnation. this qf1r.- day of~A'--L.J_ ods _ described above. The City will 4. CONTACT PERSON attempt to purchase the required property " you have any qU9sti(;msconcerning the A.D. 20 Dt{ . by good faith negotiatiOns. If negotiations South Gilbert., Street Improvements are unsuccessful, the City wilt condemn 'Project - Napoleon' Lane' to CitY Umits ~~~/ those property rights which it determines pleaSe contact the, following person: Ron are necessary for the proj~. The pro- Knoche, City of Iowa City,' 410 E. posed location of the above-described Washington' Street, Iowa City,.IA 52240, public improvement is shown on docu- (319) 359.5138 Notary Public mentation which is now on file in the office 5. THIS NOnCE IS FOR INFORMAnON of the City Clerk and available for public ONLY AND IS NOT AN OFFER TO PUR- viewing. CHASE PROPERTY RIGHTS. 3. CITY PROCESS TO DECIDE TO The City Council of the City of-lowa City, I PROCEED WITH THE PROJECT AND Iowa has not yet determined to undertake , TO ACQUIRE PROPERTY RIGKTS; the above-described project or to acquire CITY COUNCIL ACTION REQUIRED TO property rights for the project. This Notice fjj ORLENE MAHER FUND PROJECT. does not constitute an offer to purChase Commission Number 115848 The City has provided funding in its budg- property rights. My Commission Expires et for this ,project, as well as funding to .... April 2, 2005 acquire any property rights thai may "be slMarian K. Karr I needed for the project City staff has ana- City Clerk I Iyzed the options fOr'howJo p'~ed,with-, this project and has coordinated project 55254 March 9, 2004 plariningwith other appropriate agencies. The planning has reached the point where "'- preliminary designs now indiCate that cer- ~ tain -property rights may need. tq be acquired. Any public comment will be con- sidered in preparing the final designs, par- ticularly as .prlvate property may be affect- ed. I I I --....-- ~ \) ~\\s~ "3\,\ NOTICE OF INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAY BE NEEDED FOR THE SOUTH GILBERT STREET IMPROVEMENTS PROJECT - NAPOLEON LANE TO CITY LIMITS TO: SG&M Properties, LLC, PO Box 1907, Iowa City, IA 52242 and Sonthgate BP I'roperties LLC, PO Box 1907, Iowa City, IA 52242 Chapter 6B of the Iowa Code requires a governmental body which proposes to acquire property 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 agricultural property owners that the City Council of the City of Iowa City will consider funding of the site-specific design for the South Gilbert Street Improvements Project - Napoleon Lane to City Limits, making the final selection of the route or site location, or acquiring or condemning property rights, if necessary, required for the project. Said project includes grading, paving, storm sewer, water main, and related construction work to upgrade South Gilbert Street from Napoleon Lane to City Limits to a four lane urban 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 permanent easement, and/or a fee simple parcel (complete ownership). Upon review of the records of the Johnson County Auditor, it appears that properties or 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 negotiations are unsuccessful, the City will condemn those property rights which it determines are necessary for the project. The proposed location of the above-described public improvement is shown on documentation which is now on file in the office of the City Clerk and available for public viewing. 3. CITY 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 this project, 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 plamling with other appropriate agencies. The planning has reached the point where preliminary designs now indicate that certain property rights may need to bc acquired. Any public connnent will be considered in preparing the final designs, particularly as private property may be affected. In making the decision to fund the site-specific design for the public improvement, to make the final selection of the route or site location, 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 beld on the 6th day of April, 2004 in the Emma J. Harvat Hall, City Hall, 410 East Washington Street, Iowa City, Iowa, commencing at 7:00 p.m. or, if 2 cancelled, at the next 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 location, or to commence the acquisition or condemnation of property rights, if necessary, for the above-described project, City Council will 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 following 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 easements andJor 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 South Gilbert Street Improvements Project - Napoleon Lane to City Limits please contact the following person: Ron Knoche, City of Iowa City, 410 E. Washington Street, Iowa City, IA 52240, (319) 356-5138 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 not constitute an offer to purchase property rights. Marian K. Karr City Clerk ~I~ I ~::;~~;~~~~r~I:~~~[[]i~i' ~ 7 ~yy . ggG~$ "'" ~ = - W f- '=r ~ I~ rTIT "'" _ =r~ R "" d J! - IT '"'" I u:, ".~ =- ~ -- WI I I-LL . ....:: -...:.. . _ f V ..1;11 i~eJ. J[lllIr <.FF ~ ~ == " ~ ~ fit liE rrrr.m.~ ~ - I ~ ~ ~slL ~e ~ ' ~!;~M=.,,~ I ~ ~9IQ rrf IT ~6 '4.!:. [ff[Ej , J ~ a 16~ ,(~rT f.......'-... '<-l)f( ;m' .~ fW; l8;rt --- ~ ' r~ <:::I >= ~ zz ~ - I ~ 'j f::: ;(fij '- ~ ~ -\~-...: -/' 921 ' t= L "" - t:n' \-<_~ ~'f"--.... u.s. ..-~ ,I r---r--.... J7 6 ....., "---.F . ~ <I'--.........r-....::: to-, /1/111111 1 !l' 1-11 /;; ~.I I I I I I I I ~'!!I'<C~' I ~ I . f i Ii II \QfTl~ )'J [1 1 .~;=-I/..1~!1 III ~~~ ~ f-M -.' --- 11111 . 't "'~ III 111111 -~ -' . ~ YJ# .:&0:JTI I'~."~I'I '-" . f-: f-J~ .~" " ~ III J/.,,[. _ L 1_ - IT ml" - T/,' F=:. un >.:1 rn ,'':+- -_: '\. t: It< :"f-r-_" I""" / 'I rrr \ I f//~ ~ o I ,- _ ,~! ,Y f- I IF- f...t '::1:;/. .....J..\ w')<.AV//1I '> 'i- ~./ 'lI~r 11111 Ilfl \'.: -. mTTT ~ ~f:; W ILl; 1-:1- ~...." i'= I L" 1 '~ I- W -. ~ ;>j - I-'m ~ . 1 ~. b-'--.-J ~( \ - ~ ~ ~~ ~"':; \ . " :; PROJECT · I I' "'n"N Idr I- ~ J,/ ,',' mTTI 11111// _ / // 11ffilllllnli ~ I - " :/ '7 -, - CITY OF IOWA CITY CORPORA' LIMITS " ~ // ,\ I \\ ,-' iJl \\ I 10 WA CITY LOCATION MAP DESIGN: RRK SCALE: 1"~1000' SOUTH GILBERT STREET IMPROVEMENTS DRAWN: RRK FILE #. DATE: FEB. 2004 . ENGINEERING DIVISION NAPOLEON LANE TO CITY LIMITS DRAWING LOCATION SHEET: NOTICE OF INTENT TO ACQUIRE PROPERTY RIGHTS WHICH MAY BE NEEDED FOR THE SOUTH GILBERT STREET IMPROVEMENTS PROJECT - NAPOI,EON LANE TO CITY LIMITS TO: SG&M Properties, LLC, PO Box 1907, Iowa City, IA 52242 and Sonthgate BP Properties LLC, PO Box 1907, Iowa City, IA 52242 Chapter 6B of the Iowa Code requires a governmental body which proposes to acquire property 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 agricultural property owners that the City Council of the City of Iowa City will consider funding of the site-specific design for the South Gilbert Street Improvements Project - Napoleon Lane to City Limits, making the final selection of the route or site location, or acquiring or condemning property rights, if necessary, required for the project. Said project includes grading, paving, storm sewer, water main, and related construction work to upgrade South Gilbert Street from Napoleon Lane to City Limits to a four lane urban 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 permanent easement, and/or a fee simple parcel (complete ownership). Upon review of the records of the Johnson County Auditor, it appears that properties or 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 negotiations are unsuccessful, the City will condemn those property rights which it determines are necessary for the project. The proposed location of the above-described public improvement is shown on docwnentation which is now on file in the office of the City Clerk and available for public viewing. 3. CITY 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 this project, 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 planning with other appropriate agencies. 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 considered in preparing the final designs, particularly as private property may be affected. In making the decision to fund the site-specific design for the public improvement, to make the final selection of the route or site location, 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 6th day of April, 2004 iu the Emma J. Harvat Hall, City Hall, 410 East Washington Street, Iowa City, Iowa, commencing at 7:00 p.m. or, if cancelled, at the next 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 location, or to commence the acquisition or condemnation of property rights, if necessary, for the above-described project, City Council will be required to 2 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 following the public hearing. When an appraisal is required, if the project is approved by the City Council, an appraiser will determine the compensation to be paid for easements 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 South Gilbert Street hnprovements Project - Napoleon Lane to City Limits please contact the following person: Ron Knoche, City of Iowa City, 410 E. Washington Street, Iowa City, IA 52240, (319) 356-5138 S. 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 not constitute an offer to purchase property rights. slMarian K. Karr City Clerk " ~ ~W- Prepared by: Kim Johnson. Public Works. 410 E. Washington St., Iowa City. IA 52240 (319)356-5139 RESOLUTION NO. 04-98 RESOLUTION DECLARING THE CITY'S INTENT TO PROCEED WITH AND AUTHORIZING THE ACQUISITION OF PROPERTY RIGHTS FOR THE SOUTH GILBERT STREET IMPROVEMENTS PROJECT - NAPOLEON LANE TO CITY LIMITS 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 South Gilbert Street Improvements Project - Napoleon Lane to City Limits ("Project"), which includes grading, paving, storm sewer, water main, and related construction of South Gilbert Street from Napoleon Lane to City Limits; 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, the City has determined the location of the proposed Project; and WHEREAS, City staff should be authorized to acquire necessary property rights at the best overall price to the City. 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 South Gilbert Street Improvements Project - Napoleon Lane to City Limits. 2. The City Council finds that it is in the public interest to acquire property rights necessary for the construction of the South Gilbert Street Improvements Project - Napoleon Lane to City Limits ("Project"), which Project constitutes a public improvement under Iowa law. The City Council further finds that acq uisition 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 the 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 hereby authorized and directed to negotiate the purchase of property rights for the construction, operation and maintenance of the Project. The City Manager or designee is authorized to sign purchase agreements for the purchase of property andlor easements, and offers to purchase property andlor easements. ---- . Resolution No. 04-CJR Page 2 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. 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 6th day of Aori 1 ,20~. ~-~ cv. ~d -""-- .J A R ATTEST: .~;.....~ k k.:,~ APpr~c: ~ ~1t14- ~orneY's Office CI LERK It was moved by Champion and seconded by 0' Donne 11 the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Bailey X Champion X Elliott X Lehman X O'Donnell X Vanderhoef X Wilburn pwenglreslsgilbertimprovements.doc . I ~ ! --= -~!t ~_.... ~~W;!S '-~ ~aa.'- -ra~ CITY OF IOWA CITY May 27,2004 410 East Washington Street Iowa CHy. Iowa 52240. I 826 (319) 356-5000 (319) 356.5009 FAX C. Joseph Holland www.lcgov.org Holland & Anderson LLP Suite 300 123 N. Linn Street PO Box 2820 Iowa City, IA 52244-2820 Re: South Gilbert Street Improvements Project/Sand Road Project SG & M Properties, LLC Dear Joe: Enclosed are copies of the recorded Acquisition Plat, Quit Claim Deed and Temporary Construction Easement for the above named project. Please note that the recording fees have been paid. Thank you for your assistance in this matter. Please contact me if you have any further questions. Sincerely, ~ Annie Pedersen Administrative Secretary City Attorney's Office Enclosures Cc: Mitch Behr Ron Knoche 0 "" C-.> Marian Karr = ~o ~ <- . -I c:= 0-< ~ il -In , - - ,-- ~---<r- ; _rT1 """ ITl 021 ::!:: 0 ~/'.. ~ :<: )> - w , ------ rt . i l[I~11 ~~i!111111I ~lll~~~I~~I~~~~~II~I!~~I!III~!~11111 ,. Ooc 10: 017436650003 Tvoe: GEN Recorded: 04/21/2004 at 02:17:56 PM Recorded: 04/09/2004 at 09:04:46 AM , Fee Amt: $26.00 paoe 1 of 3 Fe~ Amt: $26.00 Paae 1 af 3 . Johnson County Iowa Jo nson County Iowa Klmberlv A. Painter Countv Recorder Klmberlv A. Painter Countv Recorder BK3722 PG687.689 BK3716 PG973.975 FE.~ Prepared By: Mitchel T. Behr, Asst City Atty.. City of Iowa City, 410 E Washington St, Iowa City.IA. 52240: 319.356.5030 SPACE ABOVE THIS LINE FOR RECORDER Address Tax Statements: N.A. QUIT CLAIM DEED For the consideration of one (1) Dollar(s) and other valuable consideration, SG & M Properties, LLC, (Grantor) does hereby Quit Claim to The City of Iowa City, Iowa, a municipal corporation (Grantee), all its right, title. interest, estate, claim and demand in the following described real estate in Johnson County, Iowa: 10 A portion of government Lot 4, lying in Section 22, Township 79 North, Range,8'West of the Fift Principal Merdian, City of Iowa City, Johnson County, Iowa, depicted and described on the Road ROW acquisition plat attached hereto and inco'porated he,ein by this reference. Said parcel is acquired for the South Gilbert Street Improvements Project, Napoleon Lane to the C~ Limits and the Sand Road Project. The original of said plat is recorded at Plat Book L/ . Page ! 2.5 with the Johnson County Recorder. This property is being acquired for public purtlose through eminent domain and a Declaration of Value is not required. Iowa Code Section 428A.1 Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine or feminine gender, according to the context. ......, 0 C'~ ~ ~O <- ""- c:: ~-' -j ~. Il -; ~ o ' I '- -Ie) - ~- ! _--<:r m m :Do -IJ ::I: 0 0- ~/'o. co ~ - w ! 0 , . 'i' - 7 ., I , lFli1L1EID Johnson Co. Iowa APR t l 20U4 ~0~ COUNTY AUDITOR , I l . ... .. ~ . Dated: March 1--tf,2004 SG & M PROPERTIES, LLC by: Southgate Development Company, Inc. by: ~Cf?A~ Teresa L. Morrow, Vice-President STATE OF IOWA ) ) ss: JOHNSON COUNTY ) On this '2--1 day of March, 2004, before me, a Notary Public in and for said county personally appeared Teresa L. Morrow, Vice-President of Southgate Development Company, Inc., to me personally known, who by me being duly sworn, did say that that corporation is the Manager of said limited liability company, and that said instrument was signed on behalf of said limited liability company by authority of it's Members and the said Manager acknowledged the execution of said instrument to be the voluntary act and t deed of said limited liability company by it voluntarily executed; and Teresa L. Morrow, did say that she is the t Vice-President. of the corporation executing the within and foregoing instrument to which this is attached, that the corporation has no seal; that the instrument was signed on behalf of the corporation by authority of its Board of Directors; and that Teresa L. Morrow as officer acknowledged the execution of the foregoing instrument to the voluntary act and deed of the corporation, by it and by them voluntarily executed. '\ JOSEPHINE B HOLMES, Commission Number 224542 ~l3r~ . u,CammIaion ~rea 15.2 5 N ry Public in and for said State 0 "" c.~";) = ~o .c- '- ___I C , .....,. il 0-< - I =tC) - ,- -<r m m "'" 0];2 ::Ji': 0 ;::^ co )> - w I I . . -:.> , I I I I I I !~ I ~!!:~~ E."+...r....-' ,.,.,,...,': "",,:-.-;.., 1.,:-.<:,,'-' I .Il..\.- -,d \~;:....), t,..... ,., ..t l. ..."......' " 'l.1ll\4 I 2,nd f~:' :';~;:2t;~/i) ";h!s \~\{ lft}-~d~Y n.' __lJprt.L- ._.___.._~';.1Qf_ -;;:: S~ , ,..;~':::llr:rJ..S"'od~-tL~.._.:,u[Jr[c,"'. cou~ P.IlOlTOl'l I , irJji~;:4{tOJ-h tr~1110t6 "'" :.~ 0/: ~-~ - I " I ~;; l~~ q ,~;r;:-;~ ."-" .~-, :s.,,~:: J" "."'< 'j', ,,"C 11'3~ .... ,....1=' ,lQ,,!, nrr.o) '(;It ,'-' ; coos. ar,\aurnelqlsG .t ,,.,~,~; , :\ ., 1Fll1LEID 'Entered upon transferbookS Johnson Co. Iowa and for taxation this . ;b;~> . .... ....'" , ,Wf< 2. ~ 2004 8()Ihday of Apn I '. 20Q!L I ~S~ I(jrtJS/odatf AUDITOR I ~E1.urrll- COUNTY p.\lO\TOR \ By _~r JT~' ;~\ J ~: - -- - , "IEXH~BIT "AID . .- , , , ... . \\\ I ROAD ROW ACQUISITION PLAT \ \ '~RLY RIGHT-Or-WAY LINE LINE SEGMENT T ASLE ~ LINE LENGTH SEARING A PORTION OF GOVERNMENT LOT 4 "' ... \\ w => LI 54.77' S88'Z3'31'W SEC. 22-T79N-R6W OF THE 5TH P.M. 0 w L2 54.74' N88'18'26'E '" ('oj WI 1E \, .. CITY OF IOWA CITY, JOHNSON COUNTY, IOWA ~ OJ ~ iJ ('oj .. \ \ LEGAL DESCRIPTION '" OJ \ \... A PORTION OF GOVERNMENT LOT 4 L YlNG IN SECTfON 22. TOIW'ISHIP 79 NORTH. w I a. ~ .. , \ RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN. CITY OF IOWA CITY. JOHNSON N lCl COUNTY. IOWA. THE BOUNDARIES OF WHICH ARE DESCRIBED AS fOLLOWS: '- r0 g, \ ... tOOlrP~. Revision No. & Dote ~ ~ ' \ or:0 I'~ ~~ COMMENCING AT THE SOUTHEAST CORNER or SECTION 22. TOIW'ISH'P 79 NORTH. 0> \ ... RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN, CITY OF IOWA CITY, JOHNSON 0.'" >. ~ ;->.9\\ rY-'~ COUNTY, IOWA; THENCE S88'23'31"W, ALONG THE SOUTH LINE OF THE SOUTHEAST .0 r0 020 50 100 150 200 ..\\ ~\ <;0 ONE-QUARTER OF SA'D SECTION 22. A DISTANCE OF 1419.69 f'EET TO THE :z;l!;l il ..J --- -'" GRAPHIC SCALE IN FEET \ ' '. I"- POINT OF SEGINNING; THENCE CONTINUING S88'23'31"W. ALONG SAID SOUTH \ " W 0 /"=200' ... \ '. LINE. 54.77 FEET TO A POINT AT THE CENTERLINE Of' SOUTH GILBERT STREET .;n il ..., '<t FOUND S/8~ REBAR WITH (AKA SAND ROAD SE); THENCE N2S'42'20"W. ALONG SAID CENTERLINE, 1442.39 '" ~ .., u ('oj -A \ ' YEllOW CAP NO 14575 FEET TO THE SOUTHWEST CORNER Of' AUOITOR'S PARCEL 2001051 AS RECORDED ('oj , \ FOUND 5/8" REBAR "'lH IN PLAT BOOK 43 AT PAGE 94 IN THE RECORDS OF THE JOHNSON CooNTY RECORDER. :z;~ lCl -< ~ ,/,/ ..' 2.~ S881S'26"W 46!l.59:__,____:-.-:l':.0-W~~~.-~457~-T THENCE N8818'26"E. ALONG THE SOUTHERLY LINE Of $AID AUDITOR'S PARCEL 2001051: ~ .., >. <{ _____ -_______ .' , ;------------ , A OISTANC!: or 54.74 FEET; THENCE S25'42'20"E. \442.48 TEfl TO THE POINT or BEGINNING. 0.:1 '-' .0", '$: ------------- ;.&;ND 5/8" REBAR "'TH ... '. CONTAiNING 1.66 ACRES AND IS SUB.ECT TO EASEMENTS AND RESTRICTIONS Of RECORD. THIS :::> o <( ~ g ~ ::< 0 ,/ YEllOW CAP NO 7175\ ... ' I INCLUDES 1.10 or EXISTING ROAD RIGHT-OF-WAY AND 0.56 ACRE OF ADDITIONAL NEW 15 ( \ ' : ROAD RIGHT-OF-WAY. ' o .2 ~ \ .......... I .......... U" ' , , >. f- I \ :, I <3 ~~ .0 \ I .......... -ov> <{ f ... : .......... ~ <( ::l!!!.2 .2' ~ '$: { I ' ~ . 0 '- I 0 '- 1'1 (~~IJ f- , V1 { , I f- 1/' ' 0:: I 'IA qi:. _",v , I W qi:.' :\".'JM ..J I ~ :z: ~ CD # >-- -' &: Q <3 I gJ!--ki N <(E- fV\'9 \'1.1'\ (JF ,,~. 'l- = 1.66 ACRES I ;;::j d. g V1 I ~~!J1.0 ;~pd:- 1 i PROPRIETOR: SOUTHGATE DEVELOPMENT CO rJ..o.. '" ~ . 0 Oz &l u I' I ;'v., lJO : SURVEY REQUESTED BY: CITY OF IOWA CITY '" z: ~ ~O 0 0> I DATE OF SURVEY: MARCH 3. 2004 :z: on - z: ~ I ::r::- ... :z: 0t: 0 .... ~ l.f) LEGEN D AND NOTES -(/1 S ~ f- e::- Z & ::::> !ii U <{ - CONGRESSIONAl CORNER, FOUND ClOt '" ;i f- h, - CONGRESSIONAl CORNER. REEST ABUSHED <(U ::s 0 -' '" - CONGRESSfONAl CORNER, RECORDED lOCA nON 0<( :z: - '" :J FOUND 5/88 REBAR 'MTH . - PROPf:RTY COO:NER(S), FOUND (os noted) e:: ~ :.i V1 I hereby certify thot thi, larn:l _....jin.; document wos prepared ond YELLOW CAP NO. 8165 0 - PROPERTY CORNERS SET ,- tlMl relot" __..y wortt welt PWfoml" by tn. or ""del'" my direct (5/88 Iron Pin ./ yello., plastic lS Cop o 0. m Z pe-.onl.lll ~...,;on ~ thot I em 0 dIlfy licenMd LoncI Sur....,.. /' ...\ ~ ~ " :z: <J (") 0 IJ?-~ "'"W the 10.., of the Stott of 10Wl). ,/ embossed with "MMS" ) ;=: ;=: "" .... " () 4;1~~,Cl ~ ::1011,20# ,/ 0 _ CUT 8X" o '" '" - ~ Z ., '0' /' ...... - PROPERTY &/Of' BOUNDARY LINES .. U '1 CO V1 ____.._n_n_..____ _ CONGRESSIONAl SECTION LINES . . o i: 0 ,/ rIJ'i , '" '0' ~ b.- oO 0 Cs:::c ::::; W"l-. cjj .1 \" I -......_..~_....-.....- - RIGHT-Of'-WAY LINES VI il: C" ::!l: a:_ ::::; ~J "'ylicense (......01 dole is OoKtImber 31, 20 Ii- . ----------- - CENTER LINES o 0 :: W cz: W !J1.0 1'1' I'NJC. ... , - LOT LINES, INTERNAl 0. '" ....J>-- ;->.9\\ ~()I-. AI. ... " I -.-- - - - - - - LOT LINES, PLATTED OR BY DEED < ll! ~ --.J Ul::::: ;;..: ~ l~cY 0 - fI-~\ , .n.___________nn_._n__n.__ _ EASEMENT LINES, WIDTH & PURPOSE NOTED 0 LL I , () CD \\, , --..- - EXISTING EASEMENT liNtS. PURPOSE NOTED Dole: N I '- :z r POCJIt ~ sheets covered by \his teo/; (R) - RECORDED DIMENSIONS 3 01 04 ;;; => C~ 0 I ----- , (M) .. MEASURED DIMENSIONS '- W , Field Book No: '1 -, U..". --- I C22-1 - CURVE SEGMENT NUMBER -:r >- 0:: --- 605 '" = Q <l: ,tA, --- : UNLESS NOTED OTHER'M$(, N..L OIt.lENSlONS ARE IN rEET AND HUNDREDTHS S I '" = 0.. --- FOUND 5/8" REBAR WlT~\ I . SE CORNER . ~.. co e: " . 0 .,...., \..- --- <i W , ERROR OF CLOSURE IS LESS THAN I FOOT IN 20,000 FEET SEe. 22- T79N=;R6W.. fillj'r)~ 0 ~ 0:: YELLOW CAP NO. 14675 , , FOUND s/;/oiiJtrc; rtSii..1:rr:l~D 0 N 0.. I 50,QQ' m ! BOOK 33. PA~, J~ '1 , S 1/4 CORNER ~ :~n:?'rrn , , SOOTH 1I~~0:_ TH~_ S( y,:~~C}_2______-+_____;' :)'" 1 Sheet, 0 I SEC. 22- T79N-R6W /' rm~ ~Y;;,:~~ifA '/YO 0 , FOUND 5/8" PIN __...1________________ S8B'23'31"W 1419.69 -. 0 n 13:1; G i':.,':",:~"'.3 ~1l) , BOOK 33. PAGE I ________________ - POINT OF BEGINNING ProJElct Number: 0 Ar::----- ------ --- ---------N8a'73'31.E 1140.84' /' t:~iU"';;,,..Jl (; - . ~. ...... # . . , . . . . , . . : , 1 ~~O., RrnJRN 10, mv ATTORNEY'S omCE ,(J1O E. WASHINGTON STREEi ~~ !llWA Cll't IA 52240 "" '"'. *3L!S80 l~llm~~!IIIII~~I!I~~~!I~~]~ll~III~J~~l~IW~~~~ \ \ \ Recorded: 04/09/2004 et 09:01;49 AM N '. '\ 'I'~RLY R'GHT~OF~WAY liNE LINE SEGMENT TABLE I ROAD ROW ACQUISITION PLAT Fee Amt: $11,00 paoe 1 of 1 \ ' : t;; Johnson Gountv Iowa '. ' '. LINE LENGT~ BEARING I A PORTION OF GOVERNMENT LOT 4 ~ K1mberly A, Peinter County Recorder ' \ \ ~~ ;~~:' ~~~:~3:31:~ ' SEC. 22-T79N-R6W OF THE 5TH P.M. ~ BK47 PQ 125 ~ w 'if: \ ' ... . 826 ! CITY OF IOWA CITY, JOHNSON COUNTY, IOWA 5 ~ '. \ \ i LECAL DESCRIPTION '" I '\ ' , A PORTION or GOVERNMENT LOT 4 L 'flNG IN SECTION 22, TOWNSHIP 79 NORTH. It ~ \ I' RANGE 6 WEST OF THE FIFTH PRINCIPAL MERIDIAN. CITY OF IOWA CITY. JOHNSON N ll'l . , COUNTY. IOWA. THE BOUNOARlES or WHICH ARE DESCRIBED AS rOLLOWS: "- t"') ~ \'. O\eh\: ROO N &01 ~ ' \ vB- to"", ~A I COMMENCING AT THE SOUTHEAST CORNER or SECT'ON 22. TOWNSHIP 79 NORTH. e",s,on o. 0 e a> 1'I1l1L~ I \ '. '0 f~\C ~\ f""~ , RANGE 6 WEST or THE FIFTH PRINCIPAL MERIDIAN, CITY OF IOWA CITY. JOHNSON . s. ~ rnIH~=3--~ , ' f"5!\\0I- A~ '1 COUNTY, IOWA; THENCE SSS'23'31"W, ALONG THE SOUTH LINE OF THE SOUTHEAST C,) ~ .Q ~ 02050 100 150 200 . \ \ ~\ ~ ONE-QUARTER OF SAID SECTION 22, A DISTANCE OF 1419.69 FEET TO THE :z; N 1l-, GRAPHIC SCAlE IN FEET \ ' ... ('\.. : POINT OF BEGINNING; THENCE CONTINUING SSS'23'31"W. ALONG SAID SOUTH - ~ 'D w o " , , \ \ I LINE, 54.77 FEET TO A POINT AT THE CENTERLINE or SOUTH GILBERT STREET ~ - 1--' v I ;200 '. , ' FOUND 5/8" REBAR ,..HH : (AKA SAND ROAD SEll THENCE N25'42'20"W, ALONG SAID CENTERLINE. 1442.39 Cf.l:>l u N ), \' YEllOW CAP NO. 14675 1 FEET TO THE SOUTHWEST CORNER OF AUDITOR'S PARCEL Z001051 AS RECORDED Eo' ~ /' " \ FOUND 5(8" REBAR WITH, IN PLAT BOOK 43 AT PAGE 94 IN THE RECORDS OF THE JOHNSON COUNTY RECORDER; ~ ~ /' " Z ,,_ 58S1S'26"W 46S.59:_____,:-....;EL':.0..W-..:~~~-~467~.T' THENCE N8818'Z6"E. AlONG THE SOUTHERLY LINE OF SAID AUDITOR'S PARCEL 2001051, ~ ~ ~ <( __. -------- . ,----.---------- .. A DISTANCE OF 54.74 FEET; THENCE S25'42'20"E, 1442.48 FEET TO THE POINT OF BEGINNING, c VI '$: -" -.. - - - -" - -- c6u:'D 5/8" REBAR WITH \ ...... '- : CONTAINING 1.66 ACRES AND IS SIlBJECT TO EASEMENTS AND RESTRICTIONS OF RECORO. THIS ~ 0 ':i o /' YEllOW CAP NO 7175\ \ I INCLUDES LlO OF EXISTING ROAD RIGHT-OF-WAY ANO 0.56 ACRE OF ADDITIONAL NEW :Z;..15 ( .. ...... : ROAD RIGHT-OF-WAY. 0 52 .. \ '- ...... C) >- \ ......1 '- " s. = I \:~ 5 ~ U .. I ' I 00 "VI , ....... 0 QJ <( I \ , '- ::E!. c<( '$: i '- ::E!52 .~::;; o I ,,- / 0 , ...... . I ! ...... / HI >- ''- ~zili (f1 I I '- / I- : \/ A '- t5 I ! g;'. '{;";;-'J>Y",.t< '- ..) .. CD I I' g;'.v -.... g;", ~ ~ ~ 2 CJ / gJi2-'if.~ ' <l;E-<..... M ~ ~\ if "~ == 1.66 ACRES i ;;:: <I; J. ~ <{ I re9('\..I'i/CL 1t I~ "'5 ::- 3: (f1 ~~a;i0 f~~~. ff.* i PROPRIETOR: SOUTHGATE DEVELOPMENT CO. "'- 0.. I;j 8 <:0 ':: C ~ I ('\..f.\ fjO(}l-. : SURVEY REQUESTED BY: CITY OF IOWA CITY '( Z '" i!5 o ::::: ~ - Q) I DATE OF SURVEY: MARCH 3 20D4 E-< 0 ;: f::1 lJ..-i "'" ~ >-- ~ I , ::c E::: ... 5 . ~~I-- ',-, - E-'" -.-J 'I ,,>-U ~ I LEGEND AND NOTES Q:: ~ 9 ~ lL. Z L Z ';::' ....u :-.5 C ~ <( , '" _ CONGRESSIONAL CORMER, FOUNO 10 0' ~.. -.I 05= I-- , .a - CONGRESSIONAL CORNER, REESTABUSHEO rOUND 5/B" REBAR WITH . - PROPERTY CORNER(S), rOUND (os noted) 0:: [oJ ::i c" (/) I her.oy certi'y lhat this land. Sl,I("'~ do(vft'I...., _s P"~or.'d oncl YELLOW CAP NO. 8165 : 0 _ PROPERTY CORNERS SET > . I- the '''ol~ ........y -ofk _0'$ performed by m. (It unci... my direct I'" . .... 0 a.. Vl Z personol Sl./Pervi,;on end Ihot I (II'lI a duly licenSed LCInd s.......p /'" (5/B Iron P,n wi )lellow, plastIC l$ Cop QJ 4J t:)::c u o __ u.. ~ oj \hlI 510\. oj 10-<1. /""'" \\ ' embossed with "uus" ) ._ ._ CE. ~ ~ U ~ /", <9 -CUT"X. .... .... 0'" << ~Cl ~. .3j, I/,' I - PROPERTY &/0< BOUNDARY LINES 0; u z;J :3 (I) a...v , V"V'\., ~ 20....-/ \ \ : _U_h_______.__n_ - CONGRESSIONAL SECTION LINES ~.!:; Q ~ n ~ W1UbC. . SltlH, Pl5 lowo Lie. HO.' 1467' 4 tfjrft? '- I -....-...-...-...- - RIGHT-OF-WAY UNES V) ~ ~ ~ UI ~ ;!'-VCL ,,1 \. , -----.---.- - CEMTER UNES a. ~ ;: Uy lOt~H renewd dotl is December 31, 20€Y. l,{f1.0? A\, '?f>f:fC. \ I' - LOT LINES, INT(RNAL ~ .. ,. ~\ efJ(}f- \ '. - - - - - - - lOT LINES, PLATTED OR BY DEED -< IX 2; >- .-11 f:'..\ I , , --------------------------_---- _ EASE"'ENT LINES WIDTH &: PURPOSE NOTED 0 CD '~))" N . I . -- - . -- -- - -- - EXISTING [ASE"'ENT LINES PURPOSE NOTED Dote: ........... P09r or sheets c:o.....e<l by th't ~; , (R) _ RECORDED DIMENSIONS ' 3 01 04 ~ Cl ~: (M) _ MEASURED OlMENSlONS .;:;- W/'I C22-1 _ CUR~ SEGMENT NUMBER Freid Book No: ~ /' 6~ 0 <( SEAl .....-: UNLESS NOTED OTHERWISE, ALL Olt.l(NSlONS ARE IN fEET AND HUNDREDTHS ~_ I '" a. ~ /' \ I SE CORNER ~oe: " , 0 W \..- FOUND 5/S" R[BAR WITH.. ,ERROR OF CLOSURE IS LESS THAN 1 FOOT IN 20,000 FEET SEC. 2Z- T79N-R6W 1 ~ 200 ;Ji 0:: YELLOW CAP NO. 14675 " FOUND SCM ~ a. I ' c. I Sheel 1 ~ , S 1/4 CORNER 5000 '""'" BOOK 33, PAGE I of ~ iSEC. ZZ~T79~-R6W " , SOUTH LINE OF THE Sf _'!~~~.::._~2......___..~_..___,f, ;; __\....,"" ' FOUND 5/8 PIN fOUND,~.-'''B~R --.J-,--.-u----------SSa.Z:i'31"W 1419.69' - V _' . 1 Sheets g WI ~.i...iJl~ ' BOOK 33, PAGE 1 _________~_PM_--~------p--- _' 3601 _ PrOject Number: 0 !llID~il:;~~WiSi &:=------------------------N88"23.31"E 1140.84' POINT OF BEGINNING 0339-206 ;:; W~ ~:nm;:::i2:';';130~ - ~~f\.1~[<i'jlll ~'ifu @l17l!J1'OllNM ~ @lit. t'JASHINGllIro SIllOO7 ~~mm~ :Jt:3tl580 . :~ Ii 11"'"1111111111"1111111111111111111111111111111111111'"111"111111111111111' " .~ Doc JD: 017436660005 Tvae: GEN Recorded: 04/09/2004 et 09:05:17 AM Fee Amt: $31,00 Peae 1 of 5 Johnson County Iowa Klmberlv A. Pelnter Countv Recorder BK3716 PG976-980 Prepared by: Mitchel T. Behr, Asst. City Attorney; 410 E, Washington St.; Iowa City, IA 52240; (319) 356.5030 TEMPORARY CONSTRUCTION EASEMENT AGREEMENT SOUTH GILBERT STREET IMPROVEMENTS PROJECT, NAPOLEON LANE TO THE CITY LIMITS AND THE SAND ROAD PROJECT THIS AGREEMENT, made and entered into by and between SG & M PROPERTIES, LLC "OWNERS", and the City ofIowa City, Iowa, a municipal corporation, hereinafter "CITY." In consideration of !!ill: dollar and other valuable consideration, OWNERS and CITY agree as follows: 1. OWNERS state and covenant that they are the owners of certain real estate described and depicted as "Temporary Easement" on the plat attached hereto and incorporated by reference herein, by virtue of legal and/or equitable title, that they are lawfully seized and possessed of said real estate, and that they have good and lawful right to convey this easement. 2, OWNERS do hereby grant and convey to CITY a temporary construction easement in, over and across that portion of OWNERS' property depicted and described as "Temporary Easement" on Exhibit B, pages 1 through 3, attached hereto (hereafter "Temporary Easement Area") for the purpose of facilitating CITY's and JOHNSON COUNTY'S construction of the South Gilbert Street Improvements Project, Napoleon Lane to the City Limits and the Sand Road Project ("public improvement"), which grant to CITY and JOHNSON COUNTY shall include necessary grading, excavation, piling of dirt, regrading, restoration, storage of materials and equipment, and ingress and egress of persons and equipment to the Temporary Easement Area, as needed to complete said public improvement, 3, The term of this Temporary Construction Easement will be for the period of time required to complete the construction of the public improvement, but in no event shall the duration of the Temporary Construction Easement extend beyond 3 years from the date construction of the project is commenced. It is acknowledged and understood by OWNERS that Johnson County shall be contracting for construction of the public improvement pursuant to a 28E Agreement with CITY. 0 '" = ~ = "" """ 4. With respect to the Temporary Construction Easement, OWNERS grant:ith.~fol1.&~ing rights: 0 ~. ~ 11 ==i ....., I - ,l" - r ",-,r- _ rn 2>0 fT] OJ;! ::!l: l-! <:; ......., co _J .)3; .. - w ~ :: -2- a. CITY and JOHNSON COUNTY shall have the right to make excavations within the Temporary Easement area, and to grade as reasonably necessary for the construction. b. CITY shall promptly backfill any trench made by it, and repair any damages caused by CITY within the Temporary Easement Area, but excluding the replacement of trees, shrubs and brush on the Easement Area. CITY shall indemnity OWNERS against loss or damage which occurs as a result of CITY's negligent acts or omissions in the exercise of its easement rights herein. Once the Temporary Easement Area has been restored to substantially its prior condition and except as expressly provided in this Temporary Easement Agreement, CITY shall have no further responsibility for maintaining the Temporary Easement Area. c. CITY shall have the right of ingrcss and egress to and from the Temporary Easement Area by such route within the Temporary Easement Area as shall occasion the least practical damage and inconvenience to OWNERS. d. CITY shall have the right to trim or remove all trees and brush which may interfere with the exercise of CITY's rights pursuant to this Temporary Easement Agreement. 5. CITY covenants and agrees that existing driveways, fences, wlderground drainage tile or other site features, with the exception of trees, shrubs and brush, which are removed or disturbed shall, to the extent reasonably possible, be replaced by CITY to conform with I features or items removed during construction. CITY further agrees that all grassed areas disturbed by the construction shall be seeded within a reasonable time after construction is complete. 6. CITY covenants and agrees to remove and stockpile existing topsoil from areas to be excavated, to be used in' the event of any repair. Following installation of the public improvement, all areas within the Temporary Easement Area which are disturbed will be graded to form a uniform slope, and topsoil shall be replaced and respread over disturbed areas, thereby restoring said area substantially to its prior condition, with the exception of the replacement of trees, shrubs and brush. 7. The provisions hereof shall inure to the benefit of and bind the successors and assigns of the respective parties hereto, shall be deemed a covenant which runs with the land and with the title to the land, and shall be recorded in the Johnson County Recorder's Office, at CITY expense. 0 '" = = ;::0 ~ , p-= e -'J 0--<. ;;e 2J ==in I ...-<r- - r- _m ;::,. rn 02-'2 ::t:' n ;::"'" '?' '-' );> - w ~ ..' , .~ . - 3 - SIGNED this '1 day of ,2004. CITY OF lOW A CITY, IOWA Byef../U<! ~L - N rnest W. Lehman, Mayor <= 0 = or- :20 <- c:: -n BY:~ R. KaJ j;::::; z: / - 0--- I ,..- - , ::::;0 'ill Man K. Karr, City Clerk :< F,-, ~ ~ -:JJ \....J Aik~~ g7;: C? ~/~rl4- z. - )>- c..:> City Attorney's Office CITY'S ACKNOWLEDGEMENT STATE OF IOWA ) )ss: JOHNSON COUNTY) On this ~day of ~; I + , 200;(, before me, the undersigned, a Notary Public in and for said County, in said State, personally appeared Ernest W. Lehman and Marian K. Karr, to me personally known, who being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of said municipal corporation executing the within and foregoing instrument; that the seal affixed thereto is the seal of said municipal corporation; that said instrument was signed and sealed on behalf of said municipal corporation by authority of City Council of said municipal corporation; and that the said Ernest W. Lehman and Marian K. Karr acknowledged the execution of said instrument to be the voluntary act and deed and said municipal corporation, by it and by them voluntarily executed. /.Ce.. c { re- I/, / uJ-H~ Notary Public in and for the State ofIowa i KELLIE K. TUTTLE . 0 Commission Number 221819 . . My Com lssion ExpIres ow , ,. \ -4- SG & M PROPERTIES, LLC by: Southgate Development Company, Inc, by: ~~ Teresa L. Morrow, Vice-President STATE OF IOWA ) ) ss: JOHNSON COUNTY ) On this ..1:!f!'day of March, 2004 , before me, a Notary Public in and for said county personally appeared Teresa L. Morrow, Vice-President of Southgate Development Company, Inc., to me personally known, who by me being duly sworn, did say that that corporation is the Manager of said limited liability company, and that said instrument was signed on behalf of said limited liability company by authority of it's Members and the said Manager acknowledged the execution of said instrument to be the voluntary act and deed of said limited liability company by it voluntarily executed; and Teresa L. Morrow, did say that she is the Vice-President, of the corporation executing the within and foregoing instrument to which this is attached, that the corporation has no seal; that the instrument was signed on behalf of the corporation by authority of its Board of Directors; and that Teresa L. Morrow as officer acknowledged the execution of the foregoing instrument to the voluntary act and deed of the corporation, by it and by them voluntarily executed. .i JOSEPHINE B HOLMES ~..J3./~ Commission Number 224542 My Commission Expires Seotember 15. 2005 N ry Public in and for said State 0 "" = = I€O ..e- L.. -, c: C) -<:: :a:: 11 , ==10 - r ---< r- _m :%>0 iTl O~ :i= 0 :>""" ~ j> - c..> <'".> - r'. cO ~ '---! Jl:: ?fa L1J o::c LLJ- I --1 [:::' EXHIBIT "A" --.J - () Ci: I - ?3 >- , 1- \ [TEMPORARY "'J (} lIN(SEGt.lENTTABLE CONSTRUCTION EASEMENT OF-WAY LINE LINE LENGTH BEARING ~ U 18.62 . J' I"W i A PORTION OF GOVERNMENT LOT 4 " 16.61' N88,'6" SEC. 22 T79N R6W OF THE 5TH P.M. u 21.9r 8 ' I"W I N' -+- CITY OF IOWA CITY, JOHNSON COUNTY, IOWA 00 " 21.89 N8"'" N <wi ~ .... i LEGAL DESCRIPTION 00 , : A PORTION Of' GOVERNMENT LOT" l'l1NG IN seCTION 22, TOWNSHIP 79 NORTH, :0 I RANG( 6 WEST Of' TIlE FIFTH PRINCIPAl I,lERIOlAN, OTY OF IOWA CITY. JOHNSON n 'lfJfJ{ft"JA : COUNTY, IOWA, lliE BOUNDARIES or ~lCH ARt OESCRlBED AS fO.LOWS: R~ion"<> &O<>\~ m f!> I coY~ENaNG AT THE SOUTH ONE-QUARTER COONER Of SECTION 22, TQI'8iSHIP 79 r~ I'~ : NORTH. RANGE 6 Vo€ST OF THE nFTH pRINCIPAL MERIDIAN, CITY Of' IOWA CITY, u'N ); !2 ~ ~"(~ A'> " I JOHNSON COUNTY, tOWA; THENCE SB8"2J'J,"W, AlONG THE 5(XJtH LINE Of THE , SOUTHEAST ONE-QUARTER or SAlD SECTlQlII 22. A DISTANCE or 1391.76 fEET TO '" ~ ~ ~ .. ~ " I. .. f'J" i THE POINT OF 8EGINNING; THENCE CONTiNUING S88"2J'Jl"W, ALONG SAID SOUTH - . . W 0 , ~ -, GRAPHIC SCALE IN FEET UNE, 21.91 FEET TO A POINT ON THE PRoPOSED E"'STERLY RIGHT-or-WAY UNE OF ., : SOOTH GlLBERT STREET(AKA SAND ROAD $E); tM(NCE N2S'4,'20'W. ALooG SAID EASTERlY ~. :. u N 1"=200' N I uHf, 1442,48 FEET TO A POINT ON THE SQJfHfRlYUNE OF AUOIT~'S PARa:L 2001051 '" rOUNiJ 5/!!' RESAR ""lIi . AS RECORDED IN PLAT BOOK U AT PAGE 99 IN THE RECORDS 17 THE JOHNSO'l COONrY . ~ ______.-:.L:O.W....:~~.~4!?~__+_flfCORDER. THENCE N88'1826'E. ALONG SAID SOUTHERLY UNf 2189 FEET THENCE t1~ , << " ur 3' _n__ " ' S25'42'20"(. 144252 FEET TO THE POINT OF BEGINNING, CONTAlNINC 0662 ACRE ::> " ~ Q '- i AND IS SUB..ECT TO EASEIJENTS AND RESTRlCTlONS OF RECORD. ill ~ : " , '- o 0 " >-' , ,! , u; >- , ); U " ? ~~ I , .ur << , &,<1: '" I , ::l!i2 1l~ Q , I 0 , , I I~:EI)I ;-' co . , I >- II' I< \IA*~'l'I 'J 10 *'l.'l.-'\1 aJ ""' .... % ~ ~ ~ 0 " ""'''''' Z f\.Y'i If "f; ~ 0.662 ACRE W d. ~ vi ~",I'~~l'l. ::>I N 0 I PROPRIETOR: SOUTHGATE DEVELOPMENT CO. &f 8 ... lUI"tiJ(Jf..'fi. SURVEY REOUESTED BY' CITY OF IOWA CITY :>-oW ;;; IV' 0;:'" ~ . ! DATE OF SURVEY MA.RCH 3 20C4 << ~ ~ O;:W . ~ ! ~ - In LEGEND AND NOTES Oz S ~ >- i z ~ 0.0 !!: ~ << -C(lo{GRE5S1ONAlCORNEFI.rOUNO ::>1_ >- ~ -CONGRESSI(>>lAlCOONER.REESTAIllIS!iED . . ~ I -COOGRESSlOHAlCORNEFI.RECORDEDLOCATlCfl W.... ~ e ....u ~ :J . -PROPERfYCORNEFI(S).rOOND{o.noted) !:' ,j In ,-,....,."..,""'-_..,..,.-,-_.... 0 -PRCPE:RTYCORNERSSET .. ~ o " Z .................,-...,....-........."'-..,-, (5/e.'r<"'P..../)"IIIow.pto.t1cL$C"" ~ 0:: g o __ 0 ....---,..,.-.....-..--,... ...boS1lod.I,,,"!.llolS'j ~ " U ...... ,........., ,.. s,....,__ / 0 -an"x' " .... " Q 0 In -PROPEflTYli</tKeOUNl>.lFlYl,NES OJ if) ti ~ ~ .. .. .. - COOCR($9CflAl SECTlCfl LINES }: Z.S!, '" _u_..._..._n._ _ RIGHT_or_WAY UHES \II 0 ~ Ii; . ::; -----.-.-.- - CENTrR lINES ~ ~ -LOTUNES,INTERNI\l. U >' - LOT UNES, PL.o\TTED OR 6Y DEEC < ! .---.....-------------.....---- - E.o\SEIoIENT UHES. 'MOno & PtJRPOSE NOTtD 0 aJ .......... . ---- - EXISTING EAS[IoIENT UNES. PURPOSE NOTED Dote: 0 0 ./ ('j - RECORt(O OlMEN9CflS 3 01 04 $ w / (oj -IoIEASIJR(DOIr.lENSlONS ri~d Book No: I< / C22-1 -CUR'd:!:EGMENTNVUBER 605 << - l.JCLESSNOIID~..S(.AU.CD<<NSIOHSAREINra:T.o\'6)'IUIlDllllITII'.l ~ a. .. - - SE CORNER Seal..: W [IlROR or ClOSURE !S LESS THAN 1 rOOT IN 20.000 rrET SEC. 22- T79N-R6W 1....200. " I< rOUND SCM 0 a. , She..t 1 S 1/4 CORNER BOOK JJ.PAGE 1 " " mp;m!m 1 SOUTH u~~_~_~.~~~s..e:.c.:..~~_.__n__'\ .--..j;). j Sheeta ~ .. ..-..-"--'--'-' S88'2J'31"W 1397.78' I{-. 1Jl'OOrolmoriAYI13 POINT OF BEGINNING Project Number: ~ 133iHZ v.m~MlH'2AW .l oa 0339-206 0 ~\SCAlnl:lA>'OI ~ I . Pv"Dj -3 e-('':l" ') . Prepared by: Ron Knoche. PW, 410 E. Washington St., Iowa City, IA 52240, (319)356-5138 RESOLUTION NO. 04-327 RESOLUTION SETTING A PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE SOUTH GILBERT STREET IMPROVEMENTS - NAPOLEON LANE TO CITY LIMITS PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1. 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 4th day of January, 2005, 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, I Passed and approved this 7th day of December ,20 04 /'/ A ~/. ~~...~ w. - AYOR Approved by ATTEST: ~.'-~ cJ(. ~ /~~ f-zf~/tYLf- CI LERK pwsnglreslsgilbertnapo/2.dcc I , . Resolution No. 04-327 Page 2 It was moved by Champion and seconded by Ba il ey the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Bailey X Champion X Elliott X Lehman X O'Donnell X Vanderhoef X Wilburn , I , I _J NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE SOUTH GILBERT STREET IMPROVEMENTS - NAPOLEON LANE TO CITY LIMITS 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, special provisions and estimate of cost for the construction of the South Gilbert Street Improvements - Napoleon Lane to City Limits in said city at 7:00 p,m. on the 4th day of January, 2005. said meeting to be held in the Emma J, Harvat Hall in 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, special provisions and estimate of cost are 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 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 -~--- ---.- - -- -~- ._--~-------- - -----.- --- -- - .---- - - - -- - - -. .~ : " c W o m ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '" ~ ~ ~ <: ;: ;;; " :: " w ~ ~ m ~ A ~ ~ - Z " q I ~ ~ - 0 w ~ ~ ~ ~ A ~ ~ - 0 0 E ~ m h , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 n " A A A A A A A A A A A A A A ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ " " ;; ;; ;; ;; ;; ;; ::; :-;t o < ~ ;;; ;;; ;: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;;; m c " ~ " t t ~ 'f ~ N ~ 'f' ')' " " " 'f b: ~ 'f' 'f' '1' " 'f' ')' ')' Z ~ ,a b b a, " 0 ~ ~ b 0 " " b ~ ~ ~ ~ 0 0 0 w b " " ~ 0 ~ ~ 0 ~ ~ ~ " '" 2 @ ;; ;; A ~ ~ ~ ~ " ;; ~ ~ A ~ ~ ~ ~ m m 0 0 w 0 m ;; A A ;; ~ 0 A A 0 ~ 0 " ~ ~ 0 ~ ~ ~ ~ N N 0 A ~ m 0 0 ~ w ~ m ~ ~ ~ ~ ~ ~ ~ ;; 0 " ~ ~ 0 0 ~ 0 0 ~ ~ 0 0 0 0 ~ ~ ~ ~ 0 0 0 ~ ~ ~ ~ 0 0 ~ 0 ~ ~ ~ ~ 0 Q. ~ 0 0 A 0 0 0 0 0 0 ;; 0 0 0 m 0 0 A 0 0 0 ~ 0 ;; A 0 0 0 ;; 0 0 0 0 0 0 ~ <: ;; 0 0 0 0 ~ ;; 0 ~ ~ ~ ~ ~ ~ 0 0 " ~ w 0 ~ ~ 0 0 ~ <: ~ m f1 0 0 ~ 0 0 0 0 - 0 0 ~ - - 0 ~ ~ 0 0 0 0 0 0 0 0 0 O. 0 > " ,. ,. 0 '" '" ;u ;0 '" '" m m '" ;0 ;0 '" '" '" '" ,. 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M ~ ~ ~ .. ~ ~ ., N ~ .~ ~ ~ 'l=r!1 0 ~ <.0 N <.0 '" ~ '" " '" .~ 0 " .~ ~ " '" -< m N '" .. '" " " '" ., 0 0 1....___.ld '" .. 0 0 ~ 0 0 ~ 0 0 0 0 0 0 0 m 0 0 -< ;:; m 6 0 6 0 0 6 0 0 0 0 0 0 0 0 0 m 0 0 m ,. 0 0 6 0 6 6 0 6 6 6 6 6 6 6 6 6 '" 6 6 6 r 0> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ -I CONTRACT I F A96 (Form 650019) 9~O2 "" , 0 = = --. Letting Date: Contract ID: Bid Order f.fu.,':] c::> jT"1 -11 County: Project Engineer: ..1......--j " ,~-< N ~-- Cost Center. Object Code: DBE Commitmen~:" w m Contract Work Type: --; ~ .." _./' r- . ~ fTl ~ ;-1 --:D -"" \....J This agreement made and entered by and between the O~' C? ~/' .. P - ..... It is agreed that the notice and instructions to bidders, the proposal filed by the Contractor, the specifications, the plan, if any, for project(s) listed below, together with Contractor's performance bond. are made a part hereof and together with this instrument constitute the contract. This contract contains all of the terms and conditions agreed upon by the parties hereto. A true copy of said plan is now on file in the office of the Contracting Authority under date of .. - - ---------------------------------------------------------------------------,--------- PROJECT: COUNTY: WORK TYPE: ACCOUNTING ID: ROUTE: LENGTl:i (MILES): ~ LOCATION: , FEDERAL AID - ------------------------------------------------------------------------------------- The speciflcations cOnsist of the Standard Soecifications for Highwav and Bridge Construction. Series 2001 of the Iowa Deoartment of Transoortation plus the following Supplemental Specifications, Special Provisions, and addendtims: Contractor, for and In cOIISideratiollS of $' payable as set forth In the specifications coIIStituting i a part of this contract, agrees to construct various items of work and! or provide various materia1s or supplies In I accordance with the plans and specificatiollS. therefore, and In the 10catiollS designated In the Notice to Bidders. I Contractor certifies ~ signature on this contract, under pain of penalties for false certification, that the Contrac- I tor has complied wi Iowa Code Section 452A.17(8) as amended, if applicable, and Iowa Code Section 91C.5 I (public Registration Number), if applicable. I In coIISideration of the foregoing, Contracting authority hereby agrees to pay' the Contractor promptly and accor- ding to the requirements of the speclficatiollS the amounts set forth, subject to the conditiollS as set forth In the specificatioris. It is further understood and agreed that the above work shall also be commenced or completed in accordance with Page 1B of this Contract and assigned Proposal Notes. Time is of the essence for this contract. To accomplish the purpose herein expressed, Contracting authority and Contractor have signed this and one other Identical Instrument as of the day of By Contnlctlng Authority By Contractor FB96 (Form 650019) Page: 1B 11-99 Letting Date: Contract 10: Bid Order No, : It is further understood and agreed that the above work shall be commenced or completed in accordance with the following schedule: SITE NUMBER CONTRACT PERIOD WORKING LIQUIDATED DAYS DAMAGES .. CONTRACT I CONTRACT NOTES ------------------------------------------------------------------------------------- '. '. .. "" 9 = = -""' .2':0 CJ )>"::;:] I'Y1 11 cJ ~ .. N ~ f ,J (.oJ I -" m ! ~Fr ! ,.,. ,--., ..,. \_.J n:CJ -'- ! 'd.7' '? I ~ - ! , -J I I , I I , I i I , I -..- I I ';JU3 ~ ~ PERMITS IOWA Project No's: FM- TSF-C052(73)~-5B-52 & -.,. I ~ W United States Army Corp of Engineers DEPARTMENT OF TRANSPORTATION STP-S-C052(67)--5E-52 ~:::- (Q I ~ Permit Number: . INDEX OF SHEETS I.{) W W Dated: H' h D" . . ',_ I I.{) 19 way IVISIOn. No. Description .... A I () (2 PLANS OF PROPOSED IMPROVEMENT ON THE A.01 Title Sheet, Location Map, Mileage Summary, Required Road Standard s C') I c::( Do 8.01 - 8.04 TYPical Secuons, Detarls I'- t::' -.J Not) FARM TO MARKET SYSTEM C.01-C.11 Estimate of Quantities, Estimate Reference, General Notes, Tabu lations 1 -(0 LOCATION MAP D.01-D.14 Plan & Profile Sheets -- ~ . , N _a... R-6W Scale JOHNSON COUNTY E.01-E.04 SideRoadPlan&ProflleSheels 52 ~ I.{) N W ~ ~.~ ,_ . . .~. \: ~ - J.01 Stagrng Notes '';: 0 CJ -. 01.{) 0::: ! ,II '.' ~~. .\;""\:~""~~t~ PCC Pavement _ Grade and New L.01-L.03 IntersectionGeor~etricStaking&JOint",g =:,::~ R -l o 0 ~ ,~ 11 ~ . \;\,"~""". :i . M.01-M.02 RCPCulvertDetar's "'-'! N - I W ~ . . ~I" .\.:~ ~ ~ 8 . d RIP C I rt d T T.01 - T.07 Tab~latron of Earthwork Quanti1es ~ p W ;' - LL0(.98 IX.:.l \~-\5.~",",i;..,~ '7 n .ge epacement- nve e U.01 ModrfiedDetails&Standards ".~' ~ ;..-! Cf) I ~))1 i t1 28 IAI! >:'26t~~ 25 J- , V,Ol-V.10 Bndge & Culvert Situation Plans o:u ~ \....J I-- CI( 0 ~ I ~ OSAG T ..... ~ ~ '.,~ The Iowa Department of Transporation Standard Specifications for Highway and Bridge Construction, X01 - X.57 C:oss. Section Sheets. ~ /..... ?? I 0... 0::: " -{ 31 " ~ '1'J.;. "l!Y,6.....:.. t Series 2001, plus (he Generai Supplemental Specifications, Developmentai Specifications, Z.01 ,Z.03 Srde Road Cross. Section Sheets )>- ~ ~ (Q! c ~ I' . r ! f '\ I ::-~;~ ~ Supplemental Spec,ficatlOns and Special ProvIsions shall apply to construction work on thiS project. O'J LL (f) '- i . .:~./ 0 J.. 2 fl' I I This project IS covered by the Iowa Department of Natural Resource sNPDESGeneraiPermitNo,2, MILEAGE SUMMARY 06 ~. \ " "'- The Contractor shall carry out the terms and conditions of General Permit No.2 and the storm water en l "~ ' 2.. ,~" pollution prevention plan which is a part of (hese contract documents. Refer to Section 2602 of the Div. Location Un. Ft. Miles - I-- 7 ~ .' " ;~,~ 1.90TI-l ~ z Standard Specifications for additional information. 1. Station 165+00 to Station 215+00 5,000 0.941 o Z&5~ .::srfb r IH1" \\112 cO SI'ANtd 2. Stations 112+QO-165+00 & Stations 215+00-278+00 11,6002.191 Z W "7 1 L I E1 ~ Y I It J , soon. ~ ca e. s 0 e Less Bridge at Station 121+80 128 0.024 ... - --. ~ < f\' f't DIV 1" FM TSF C052(73) 58 52 Less Bridge at Sta. 162+35 73 0.014 t) a] Ifii] " ~~,," -. ~ ("", 4r~~ "" - - -- - 3. SlaUon 278+00 to Station 294~~tal Miieage 1~'::9 :.':: ill > L' R-BW 7 / ~ DIV. 2 & 3: STP-S-C052(67)--5E-52 ROAD STANDARDS . -, ~ v:_ On Sand Road (W66) from 150' North of 480th Street to The following Standard Plans shall be Gonsidered applicable to construction work on the proJoct o approximately 1600' North of the Iowa City Corporate Limits in the Identrficatron Date Identrficatron Date 'dentrficatron Date 0::: () RA-40 04,15-03 RF,3 10-03,00 RH.S7 04.20-04 0... 0 EOP Station 294+00 SW 1/4 of Section 22 in East Lucas Township, T-79N, R-6W of the RA-43 04-15-03 RF.5 10.03-00 RH.58 04.20-04 BOP Station 112+00 5th P.M. Johnson County, Iowa, RA-50 04-15-03 RF,14 04.25-00 RK.18 10,31,95 0... RA-60 04,15.03 RF,I9C 04.20-04 RK-20(1 - 3) 04,20-04 Division 1: Station 165+00 to Station 215+00 RA-70(1) 04-15-03 RF,19E 10-03-00 RK.21 04,20.04 :ii Station 162+35 Division 2: Station 112+00 to Station 165+00 and Station 215+00 to RA-70(2, 3) 10-29-02 RF.19F 04-25-00 RL,7 12.03.96 ::i .>- . RB.3 01-12-99 RF-30A 04-20-04 Rl.14 01-12.99 ~ FHWA # 203140 (5-2-2) Station 278+00 RC.16A.B 04-20-04 RF.31 03.28-95 Rp.1 04,28-98 ~ L- I Division 3: Pavement wider than 36' RE.2B 04-03-01 RF-32 03.28.95 RS-26A.B 10-28-97 g r- "<t & St S f St 246+00 S 278+00 RE,12A. B 10,19-04 RH,37D 04,03-01 RS-27 10.28.97 i'l Z 0 orm ewer, rom a. to ta. and all work from RE.64A(1'2) 10,19,04 RH-50 04.20-04 RS-62 01.12.99 ;::; 0 Sta. 278+00 to Sta. 294+00 RE,68 10.19-04 RH-51 04.20,04 0; ::) N ,"""""'" I HEREBY CERTIFY THAT THIS ENGINE!::RING OQCUMEt<T WAS PREPAREOSV o ,...... E5S' ,..... RE-69C 10-19-04 RH-52 04-20.04 cii ~- ...,..~. . ~(...... ME OR UNDER MY DIRECT PERSONAL SUPERVlSIQN AND THAT I AM A DULY , . RE-76 1D-21-03 RH-55 04-20~04 ~ 0 N -If' . . ~,UC,""DPRom"oN"'-,"G,""RUND'RTHECA~'D'THESTA"D"OWA Traffic Control Plan: Sand Road Will be closed to RF-1 04.03.01 RH-56 04,20.04 ,.: , STEVEN K 'm' I L ....... h h ffi d . t t' S G . ~ (u L' JACOBSEN . j A.." If ' ... t roug tra Ie unng cons rue Ion. ee eneral , U..a ;.J' 10597 . i - ,,-~-.... ,I Approved i IOWA DEPARTMENT : ~ E \..' ".... . STEVENK.JACOBSjlf(PE. 'OWA REs. NO. 10597 Notes on Sheet C.03 for details. I Board of Supervisors I OF TRANSPORTATION ~ Q) ....... I . . ........ MY REGISTRATION EXPIRES DECEMBER 31, 2004 l-r J I .' . . . ~ Z as .....,,9.'t{,~",.. F'AGES OR DRAWINGS COVERED BYTHIS SEAL V.01 thru V.09 I ~ ~ . "'II ,; Highway DIVISIon -- }!l 0 _ . Accepted for Letting ., € 0 I hereby !rtify that this engineering document was I hereby certify that this engineering document was .1'\ --- ~ I 1 ~ Q) ~ofESSJ ~ prepare by me or under my direct supervision and (SSI prepared by me or under my direct supervision and ~[}j' ....rn . , . -g' Cf)""""'" l'iry ~ ~~ ,r" t~at !p! a dUIY~Uld Professional )En"9ineer u~der () ~ ~{~.ft; that I am a duty licensed Professional Engineer under 'a j / / ;!~ I Dlstnct Locar Systems Engineer Date o CO ~ JINVEENE M..... '1"h;)rW f tho lo~.a;~ J Ii} f I P; RONALD R'" the laws of the State of Iowa. :.~, Z 0 C NEUMANN' ~~ ",.J 'I' V lIu.lli vl,'ZlInt.J. if KNOCH" ~ 7Z~K.K_I- "I/ul,,'f 101.4 9V ~ ;/ Johnson County Secondary Ii "'" NYE!'NE M. NEUMA'NN, PE DATE I ' '"'' RONALD R. KNOCHE, P.E. DATE DESIGN DATA RURAL I Road Department 'Ii I 0) ~~ 'JQ~~ ~~ U y licehse renewal date is December 31, 2004 ~'- My license renewal date is December 31, Zoo" 2002AADT 2960~3430 V.P.Q ('" .~c;f ~ Approved .~ C "-~~ . ages lor Sheets covered by this seal: "= '"j'(j;;'; Pages or Sheets covered by this seal: 2022 MDT 4398.5097 V.P.D /7/1 /J1Y(.1 II }) O~ SheetsA.01-C.11,D.01.D.10,E,01,E.03 SheetsA.01,C.10,E04,D.11.D,14 20DHV V.P.H J f I //I7A.-Cf~ "11,;).7M ~ (j) ~ SheetsJ.01-U.01,V,10-Z.03 TRUCKS 5 % /)/}OOI..< ;/}"1r-TANknJII' County Engineer Date I .~ --, -1 ' i Johnson County Project Numbers: FM-TSF-C052(73)--5B-52 & STP-S-C052(67)--5E-52 Sheet A.01 ~-- --- ---~--- - --- ---- ----- ---.--- ~- - -~- ... " MAIN LINE (RURAL) TYPICAL SECTION , "" H FILL E 0) E ~ CUT G $1- - , CfJ D I F , . 2% 2% F ~ VARIABLE l' L + ROW --j t- 4 t ~ LINE ~--- l 4 . 3 (min) ~ -----~ 11 3 ~ NOTES: ~. ( ROCK SHOULDER }- ~ Dimensions indicated SUBDRAIN ')---- 0 L..( PCC PAVEMENT ( SIJBDRAIN )---Q hereon are for design -{ EARTH SHOULD"R 1 purposes. Variations , ---<-MQQIFIED SUBBASE) from the normal section K . I will be allowed only at locations specifically noted elsewhere in the plans. * Refer to Cross-Sections Sheets for variations. LOCATION DIMENSIONS SHOULDER ROAD iDENTIFICATiON STATION TO STATION -6 ~ ICsJ CO Q!) 0 Q9 (0 I(g) & (9 TYPE IN IN FT FT FT FT FT FT IN IN FT ( SUBDRAIN )-- Refer to Standard Road Plan RF-19C, Type 7 Installation, M~al fromg Sand Road 112+00 246+00 9 6 12 6 40 6 50 32 4 10 2 G,anular, Type B Sand Road 246+00 248+00 9 6 12 6-8.5 40.45 6 50 - 55 32 4 10 2 Granular, Type B trenches shall be used for earth shoulder fill. No granular material will be allow(,d,in the J:' -C' = Sand Road 248+00 248+44 9 6 12 8.5 45 6 55 32 4 10 2 Granular, Type B top 6" of the final grade in areas to be seeded. )3: -=i P:~ -.l n-< N ,- ........\.... m :<r !:~ MAIN LINE (URBAN) TYPICAL SECTION m ." -, o:JJ _..~ \ ' .J FILL CUT </" CO :;; <.. .. 0.. ROW ROW )> - '" LINE LINE co " Oi ? @ .Il @ .Iy, ~ H 0 " Cfr- , I 0 I-- D D 0 ~ I . I::' r @ N 4 E m ~ - 3% I I Cfr-f- 3% 0 c; 0-] 2% 2% 2% ~ NOTES: ~ ==-- 2% ~ u t I Dimensions indicated hereon 0 ( EARTH SHOULDER ) . I are for design purposes. "' I I I l Variations from the normal . '0 ~ C -.. ~ section will be allowed only at ro ~ locations specifically noted ~ ill ;;UBDRAIN >-- elsewhere in the plans. m 0 . .c ( SUBDRAIN >-- Q ~ :E '--{ MODIFIED SUBBASE ) L..( PCC PAVFMENT ) * Refer to Cross-Sections .'6 z Sheets for variations. I u SHOULDER ro LOCATION DIMENSIONS 0 :,0::1 ROAD IDENTIFICATION STATION TO STATION 1(6) B C (0 W IV (~ Q:f) 0 TYPE ( SUBDRAIN )-- Refer to Standard Road Plan RF-19C, Type 12 '0 FT c IN IN FT FT FT FT FT ro Installation. Material from trenches shall be used for earth shoulder fill. (f) 'E Sand Road 248+44 276+84 9 6 2.5 7 12 1.5 41 29.5 3 Earth No granular material will be allowed in the top 6" of the final grade in 0> Sand Road 276+84 279+84 9 6 2.5 7 -12 1.5 41 - 51 29.5 - 24.5 3 Earth ." 12 areas to be seeded> m :9 ~ 1) m 'i5' .9- Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet 8.01 ~ - --~ ---~--- MAIN LINE (URBAN) TYPICAL SECTION .~ y. FILL CUT ROW ROW LINE LINE ." H G H CD- - D , D *4 (min) ~ >-- , E A E 4 ~ 3% CD- --- 3%- - ~ ~ n- 3% t 2% 2% 3% -F f--(D NOTES: I I Dimensions indicated hereon I I are for design purposes. -J I I Variations from the normal EARTH H ULDER ~ ---@ section will be allowed only at -- locations specifically noted 0 elsewhere in the plans. ( SUBnRAIN SUBDRAIN .r- '--{ MODIFIED SUBBASE L-( per PAVEMENT .. Refer to Cross-Sections Sheets for variations. LOCATION DIMENSIONS SHOULDER A B 1& ~ t:( ICD (g) Q:t) W TYPE ( SUBDRAIN )- Refer to Standard Road Plan RF-19C, Type 12 ROAD IDENTIFICATION STATION TO STATION IN IN FT FT FT FT FT Installation, Material from trenches shall be used for earth shoulder fill. Sand Road 279+84 294+00 9 6 2.5 12 12 1.5 51 24.5 3 Earth No 9ranular material will be allowed in the top 6" of the final grade in areas to be seeded, SIDE ROAD TYPICAL SECTION - E :;; FILL @ .~ CUT "- ~ '" If N 0 ~ D VARIABLE l' ;; ~ 4% 4% .. -l r- ROW .,. 0 LINE 0 "'! * 3 (min) N 3 iJ; ...:r 1 0 ~1 .- NOTES: oi ('oJ ~ CD "''''-0 ROCK SHOULDER ~ Dimensions indicated '0 oj hereon are for design 0 ,-\ Cr.:- CLASS 'A' RUSHED STONE SURFACING '" :"..:3: LI.J . purposes. Variations , L_.J '0 Uj -~>_. F from the normal " c :.Jt:: ro .- j C0 section will be ~ ('oJ () w >- ;; - allowed only at m L- '-' \-< -'= I-d U:"" locations specifically - w C) :g .-:r 6 noted elsewhere in . " <=' the plans, z = , ,--, '0 LOCATION DIMENSIONS SHOULDER ro I< Refer to 0 a:: A C E F D Cross-Sections .. , '0 ROAD IDENTIFICATION STATION TO STATION TYPE c IN FT FT FT FT Sheets for variations. ro en Na oleon Street 1000+00 1002+00 4 20 28 30 C 4 Granular '" Nurse Lane 2000+00 2003+00 4 20 28 30 4 Granular 'w ro 3' 2J u ro '0' .9: Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet 8.02 ::i ---- - -.- - -- - -" ....-... _._~"---_..._'--" ----.....-.---_.- ~.~.~_., ___ ~ .' _L___'___.' -------~____~,..__._.~__..._.___"_____ . '__'. .., ..___....~.~..h___'... __" __.___ -.--__._._.~...,._~..._, ~ , . _ .~___....._.. ._ ._..~"." "~"_'__._~'_"____"'_""___'.. 'u.._,_____,.__ _...~_._. ...~., ~ . .,.,.... .".4 ._~'._ .....~__,. _'. __,"., .. .~_.._. _,_...._ -... . "'0--'. ...____ GENERAL NOTES: TYPICAL PAVEMENT PLAN SUPERELEVATION FOR ROADWAYS WITH PAVED SHOULDERS . - CD Transverse Joint (6% Maximum Superelevation) , spacing 15' for 'CD' Surface Slope Total Adjusted SLibgrade Width (S) joint (no doweis in the CONST. PROGRESS -- Edge of Pvmt. . Max, 4.0%, Min, 2,0% ~ Max. Cross Over 8.0% <. paved shouider section Sloping away from Shoulder ,~, l '" IH+IItH- H-H Itttll Paving CD ~ Shoulder of the pavement). All " II I H-H I+HI Supere/evation SI pe_ 0 "CD" joints shall be Cl . 'C ~ skewed as shown in w Min, 4.0% Ql detail. Cl -::----. 'C 1 W ~ l' @ 'L-2' Joint (0 Top of '" I+HI 1 HtIItH-1 H-H I tttll Subgrade 1\10 '" Subgrade Break Point Orfi?l)~/ 36' Edge/Edge Edge of pvmt.-l '% Xl" W S Notes: 1 1 1 12.5 5,5 CD High Side: The shoulder slope shall be maintained at the normal rate of 4,0 % unless this slope produces a grade break with adjacent pavement of more than 8,0 %. The shoulder slope shall then be determined by a 8.0 % break with adjacent pavement. TYPICAL SECTION TYPE 'B' GRANULAR SHOULDERS o Low Side: The shoulder slope shall be maintained at the normal rate of 4,0 % unless the adjacent pavement slope is steeper, in which case the shoulder will slope at the same slope as adjacent pavement. Note: Earth Adjacent to pcc Pavement Shoulder fill Edge of Pavemen Normal Subgrade ,..., requires - = approximately r P.C, Concrete E Uniform Granular TYPICAL CURB DROP DETAILS :2: () c:J X cubic yards Pavement Surfacing of Shoulde )::0- -~ r'q -11 of excavation, " 4.0% Paved Drive or Alley ../ Note: C-..., ~.. N r- including 35% .' W , -Ie in for shrinkage, ~, See Points of Access Subbase , -./, 11 per shoulder l4~znf/l Tabulation on Sheet C.04 I Curb - .... IIi ~ r-1 Modified J L Variable ~ Eart~/~~ulder-Fill X - 622 -"- '...J per station. for more information. Top of Subgrade _ sOPe <:"/' m T , ~ -- Note: Length of Opening ~ - Dropped Curb m LOCATION E T X Quantities have been determined on the basis PLAN ROAD 10 STATION TO STATION FT IN SIDE CY of design weight of 140 Ibs. per cubic foot. \Jat,able \Jatiabl8 :;; "- Sand Road 112+00 248+44 2 4 Lt 2.8 See Standard Road Plan RH-37D for .--::::: Surface of Drive or Alley --- Surface of Drive or Alley -0:: N Sand Road 112+00 248+44 2 4 Rt 2.8 ____ Variable 'i construction requirements. ___ Variable ~ 0 ... 0 0 t! OBLITERATION OF EXISTING ROADBED TYPICAL 3" Dropped Curb N 1-1/2" Dropped Curb m - - 0 SECTION A-A SECTION A-A en ~ Obliteration Line Obi' . L' Normal Top '0 @ ~ 'terat@ Jne~ _ 't_ of Backslope ~ O'i 0 to Cut , . '0 C ro i DETAILS OF INTEGRAL 6" STANDARD CURB '!J i~ . ~ ~ ;; '" 1 Fill.J 7-1/2" - .c " , Road SurfacIng .. :c Fill Section Cut Section .., "5 "~~ z T is the thickness specified for pavement , CD '0 CD Existing road surfacing shall be @ When specified, the upper l' to ro Note: 0 6" , '" placed as shown unless be suitable for vegetation (grass _ Normal Slope CD 3" radius , The work of obliterating or 1 '0 otherwise directed by the or crops), reshaping old roadbeds shall be c ro P.C, Conc, en Engineer or provided for in detail done at the direction of the T " 01 project plans. Engineer. .;;; '" :9 " t3 '" '0 .9- Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet B.03 :.i ~ TYPICAL SEWER TRENCH DETAIL SUBDRAIN (URBAN) DETAIL , ~ Backfill (See notes 4-6) Hand Placed .- Backfill (See notes 3, 5, 6) " Compacted r ID/4 I I Note: Ft. of Subdrain Granular Bedding - I Outlet to be 1.0' above (See Notes 1, 2, 6) -=lJJ I (4" MIN.) L ~ Storm Sewer Invert. .=111=1 1 (Typical) ~IIIIIIII~ ID/4+J RA Intake NOTES: '-ci 11=' UNDISTURBED SOIL 10 Bd Reter to RF-19C Standard 8" 2' - 3" Road Plan 1. Pipe shall be placed on compacted granular bedding material to one..haif the pipe diameter. 10" 2'- 3" 12" 2',3" 2. Bell holes shall be hand shaped so that only pipe barrel recieves bearing pressure. 15" 2' -9" 18" 3' -0" 3. Place bedding to ensure that there are no voids under or along side th length of pipe, 21" 3'-3" RCP PIPE BACKFILL DETAIL 24" 3'.6" 4. Backfill shallbe hand-tamped up to 12" above the top of pipe. 27" 4' -0" 30" 4' - 3" 5. Backfill shall be compacted suitable excavated material. If excavated material is 36" 4'-9" unsuitable, backfill with compacted Class A clUshed stone conforming to I.D,O,T. Standard 42" 5' -6" Specifications 4120.04, Compact to 95% Modified Proctor Density. "See table for allowable trench width "Bd" Backfill 10 Bd 6. In areas not under or within 5' of paved area, backfill with suitable excavated material. If excavated materiai is unsuitable, backfill with compacted Class A clUshed stone to within same as 18' 3'-0" Class 10 ."'- - -,' 24" 3'-6" 12" of finished surface, Compact to 95% Modified Proctor Density, ". '.~:..:::' .,.'j , .~ .,....... 30" 4'-3" 7. Backfill around Intakes In sidewalks shall be compacted with clean ballast rock. Granular 8~;W 36" 4'-9" Backfill 42" 5'-6" 8. See Table for allowable trench width Bd ., ~." 48" 6'-0" :2' I . "Bd . I 52" 6'-4" <l. '" N .;; ~ ~ 0 ..- 0 0 ~ SUBDRAIN (RURAL) DETAIL ~ N '" 0 ci -'" ~ (',) :% SUBDRAiN DETAIL '0 - RF.19C (type 8 installation) Shoulder (Rock) 0 en "' --..--.... , ,.... r-r",---/ '0 t_ ::1= !_~-- ~ "":4 LLI Pavement J rn U_ -;>_: <J) -;;; (") (Jl .' .... - "'.' " ...... m - '" Modified Subbasil":.':::.:.,. ~ "-" "..".. -, ".' ., .~.. .: . ~ . '.. .c IJ. u r:= <1 . Fill trench with Porous 4' Nominal !!J 1.L.l Note: Earth Material from .c o :s:: Backfill materail ! t: Cl trench may be used for . 0 .4\ z ;S o 4" Perforated Pipe , Earth Shoulder Fill. No '0 ''''' rn "'" (min slope 0,5%) granular material will be 0 '" Refer to RF-19C allowed in (he top 6" of the , ~3" I '0 Standard Road Plan 10,,-1 final grade in areas to be c rn <J) seeded, "E 0> .~ W ~ tl ~ '0 .9- Johnson County Project Number: STP-S-C052(67}--5E-52 Sheet B.04 ~ ESTIMATED PROJECT QUANTITIES ESTIMATED PROJECT QUANTITIES (CONTINUED) REF REF ~ .. UNIT DIV.1 DIV.2 OIV.3 TOTAL DiV.3 , NO ITEM CODE ITEM NO ITEM CODE ITEM UNIT DIV.1 DIV, 2 TOTAL 1. 2102-2710070 Excavation, Class 10, Roadway & Borrow CY 30,708 86,893 8,331 125,932 61, 2503-7382008 Sewer, Plastic Storm, 8" Diameter LF 30 30 2. 2102-5020010 Obliterate Old Roadbed Sta 15 15 62, 2505-4008100 Removal of Guardrail LF 450 450 .- 2105-8425015. Topsoil, Strip, Salvage & Spread 6,032 5,231 11,263 2505-4008200 Installation of Guardrail 3, CY 63, LF 650 650 4, 2107-0425020 Compact Backfill Adjacent to Structure CY 53 53 64, 2505-4021690 Guardrail, End Anchorage, RE-69 Each 8 8 . 5. 2108-5025000 Overhaul St-y 22,692 84,621 136,380 243,693 65. 2505-4021762 Guardrail, Terminal, Beam, Flared, RE-76 Each 8 8 6. 2109-8225100 Special Compaction of Subgrade Sta 7,5 87.8 16 111.3 66, 2507-3250005 Engineering Fabric SY 216 216 7. 2115.0100000 Modified Subbase CY 3,929 9,126 1.787 14,842 67, 2507-6800061 Revetment, Class E Ton 161 150 311 8. 2121.7425020 Granular Shoulders, Type B Ton 506 1,030 1,536 68, 2507-8029000 Erosion Stone Ton 15 15 45 75 9. 2123-7450020 Shoulder Finishing, Earth Sta 100 229 32 361 69. 2510-6745850 Removal of Pavement SY 12,222 28,109 4,396 44,727 10, 2213-7100400 Relocation of Mailboxes Each 11 18 29 70. 2515-2475006 Driveway, PCC, 6" SY 319 319 11. 2301-0685100 Bridge Approach Section SY 298 298 71, 2515-6745600 Removal of Paved Driveway SY 781 781 12. 230H033090 Standard or Slip Form PCC Pavement, Class C, Class 3, 9" SY 20,221 46,708 10,753 77,682 72, 2516-6745877 Removal of Retaining Wall & Footing LS 1 1 13, 2301-6911722 PCC Pavement Samples LS 0.26 0.60 .14 1 73. 2518-6910000 Safety Closure Each 4 6 24 34 14. 2303-9093010 HMA, Driveway SY 221 144 365 74. 2527-9263117 Painted Pavement Markings, Durable Sta 160,09 389.85 87.20 637.14 15, 2307-0025005 Ag9regate, Roadway Cover, 1/2" Ton 12 21 33 75, 2527-9263143 Painted Symbol & Legend, Durable Each 9 9 16. 2307-0600000 Binder Bitumen Gal 128 229 357 76. 2528-8445110 Traffic Control LS 0,26 0.60 0.14 1 17. 2307-0600451 Binder Bitumen, MC-3000 Gai 277 497 774 77. 2528.8445112 Flagger Day 4 4 4 12 18. 2312-8260050 Granular Surfacing on Roadway, Class A Crushed Stone Ton 89 161 250 78. 2533-4980005 Mobilization LS 0,26 0,60 0.14 1 19. 2315-8275025 I Surfacing, Driveway, Class A Crushed Stone Ton 172 243 415 79. 2601-2634100 Mulch Acre 13 26 3 42 20. 2401-6745650 Removal of Existing Structure LS 1 1 80. 2601-2636044 Seed & Fertilize (Urban) Acre 3 3 21. 2401-7207030 Removal of Concrete LS 0,5 0,5 1 81. 2601-2642100 Stabilize Crop - Seed & Fertilize Acre 13 26 39 22. 2402,0425031 Granular Backfill Ton 553 18 571 82, 2601-2642120 Stabilize Crop - Seed & Fertilize (Urban) Acre 3 3 23. 2402-2720000 Excavation, Class 20 CY 170 170 83. 2602-0000020 Silt Fence LF 800 1,800 1,700. 4,300 24. 2402-2720100 Excavation, Class 20, For Roadway Pipe Culvert CY 74 104 178 84. 2602-0000030 Silt Fence for Ditch Checks LF 72 144 216 25. . 2403-0100010 Structural Concrete (Bridge) CY 117.8 117,8 85. 2602-0000050 Silt Basins Each 12 21 33 26. 2403-0100020 Structural Concrete (RCB) CY 136 136 86. 2602-0000060 Removai of Silt Fence LF 800 1,800 1,700 4,300 27. 2404-7775000 Reinforcing Steel Lbs 18,920 18,920 87. 2602-0000070 Removal of Silt Fence for Ditch Checks LF 72 144 216 28. 2404-7775005 Reinforcing Steel, Epoxy Coated Lbs 22.542 22,542 88. 2602-0000090 Clean-Out of Silt Fence LF 800 1,800 1,700 4,300 29. 2407-0550000 Beams, PPC (Inverted T, 70') Each 18 18 89. 2602-0000100 Clean-Out of Silt Fence for Ditch Checks LF 72 144 216 30. 2408-7800000 Structural Steel Lbs 1,442 1.442 31. 2414-6425410 Concrete Open Railing LF 174 174 NO, ESTIMATE REFERENCE 32. 2416-0100015 Apron, Concrete, 15" Diameter Each 2 6 1 9 -- 33, 2416-0100018 Apron, Concrete, 18" Diameter Each 4 4 1. All ditches will be graded to the grades indicated on the plans or as directed by the Engineer and in accordance with 34, 2416-0100024 Apron, Concrete, 24" Diameter Each 2 1 3 Section 2102.01 of the Current Standard Specifications. Type "A" Compaction will be required on all roadway fill. All 35. 2416-0100036 Apron, Concrete, 36" Diameter Each 2 1 3 foreslopes, ditches and backslopes will be prepared for seeding in accordance with Section 2102,11 of the.Gurrent 2; 36. 2416-1165015 Culvert, 2000D Concrete Entrance Pipe, 15" Diameter LF 60 230 290 Standard Specifications. Refer to General Notes for additional details and Sheets T,01 - T.07 for tabulatiOil, Articl~ 37. 2416-1240018 Culvert, 3000D Concrete Roadway Pipe, 18" Diameter LF 214 214 2107.12 of the Standard Specifications will apply to all areas where pavement is to be placed partly on a~.I(['""d p!lr\lyon 38. 2416-1240024 Culvert. 3000D Concrete Roadway Pipe, 24" Diameter LF 62 62 a newly constructed embankment, refer to Cross-Section Sheets for details, Approximately 4,317 CY shall Wasted -as per-n 39. 2416-1240036 Cuivert, 3000D Concrete Roadway Pipe, 36" Diameter LF 72 72 Article 2102,07; at the direction of the Engineer; and/or excess material will be hauled to a suitable waste:5iteprovidllfJ by 1-- 40. 2417-0225015 Apron, Metal. 15" Diameter Each 16 20 36 the Contractor. No overhaul will be paid for wasted material. =2 :::~ W ill 41. 2417-0225018 Apron, Metal, 18" Diameter Each 2 18 20 m :s::: r-' 42. 2417-1040015 Culvert, Corrugated Metal Pipe. Entrance, 15" Diameter LF 542 578 1,120 2, Refer to Detail on Sheet 6.03. 022 -"" '-.J 43. 2417-1040018 Cuivert, Corrugated Metal Pipe. Entrance, 18" Diameter LF 108 730 838 _ /' co 44. 2501-5425042 Piling, Drive Steel Bearing HP 10 x 42 LF 945 945 3. Contractor to strip the top 8" of Topsoil in areas designated in Topsoil Strip Tabulation on Sheet C,04, sto~ile witru;;.,he 45. 2501.5550042 Piling, Furnish Steel Bearing HP 10 x 42 LF 945 945 right-of-way and spread at a depth of 4" over all disturbed areas, as directed by the Engineer. Field inspection will b6'llone 46. 2501-6335010 Prebored Holes, as per plan LF 140 140 on all designated areas to determine the presence and depth of topsoil. Payment will not be made if topsoil is not present. .. 47. I 2502-8212034 Subdrain, Longitudinal, (Shld) 4" LF 8,975 20,551 3,200 32,726 Bid price shail include loading, hauling and placement of Topsoil. The topsoil will be stripped and the contractor will allow a 48. I 2502-8220196 Subdrain Outlet, RF.19E Each 18 65 20 103 archaeologist designated by Johnson County to inspect the site between stations 165+00 and 167+00 Rt. 49. 2502.8220197 Subdrain Outlet (RF.19F) Each 1 1 - 50. 2503.4470400 Intake, RA-40 Each 8 8 5. Refer to Tabulation of Earthwork on Sheets T,01 - T.07. 51. 2503-4470430 Intake, RA-43 Each 18 18 ~ 52. 2503-4470600 Intake, RA-60 Each 1 1 6. Compaction of Subgrade shall be at least 95 % Standard Proctor Density and within + or - 3 % of the optimum moisture 53. 2503-4470700 Intake, RA-70 Each 2 2 range, Refer to Special Compaction Tabulation on Sheet C.06 for locations. 54. 2503-4480500 Storm Sewer Utility Access, RA.50 Each 1 1 , 55. 2503.4480505 Storm Sewer Utility Access, RA.50 Modified Each 2 2 7, Payment will be based on plan dimensions for all acceptable work completed, as per Article 2115 of the Standard 56. 2503.7325012 Sewer, 2000D Storm, 12" Diameter LF 1,627 1,627 Specifications. The profile and cross-sections shall be within tolerances of +0 to -0.05 feet prior to placing Modified 57. 2503.7325015 Sewer, 2000D Storm, 15" Diameter LF 1,199 1,199 Subbase. 58. 2503-7325018 Sewer, 2000D Storm, 18" Diameter LF 451 451 59. 2503-7325024 Sewer, 2000D Storm, 24" Diameter LF 375 375 8. Shall be Class "A" Crushed Stone. Refer to Detail on Sheet B,03 and Granular Shoulder Tabulation on Sheet C.07. 60. 2503-7325036 Sewer, 20000 Storm, 36" Diameter LF 843 843 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet C.01 ---- ------ NO, ESTIMATE REFERENCE (continued) NO. ESTIMATE REFERENCE (continued) - - 9, Material to be used for earth shoulder finishing is included in the quantity for Class 10 Roadway and Borrow on Sheet T.01 - 47.-48, Subdrains shall be installed prior to the rock shoulders and in the location shown on the details on Sheet 8.01 thrll 8.02, .. ~ T07, This item includes finishing the earth portion of the shoulder adjacent to the edge of pavement and finishing slopes Construction shall be in accordance with Standard Road Plan RF-19C (Type 7 or 12), Trench excavation may be used as , adjacent to the rock shoulder, as shown on the Typical Sections on Sheet 8.01 - 8,02 and Detail 7110. No payment for earth shoulder fill. Note: No granular material will be allowed in the top 6" of the final grade. Refer to tabulation on overhaul will be allowed for this item, Sheets C.08 - C.09 for installation details. Subdrain shall be staked in the fieid by Johnson County Forces prior to the installation. .. 10. Refer to Generai Notes on Sheet C,03 for details, Item includes temporarily relocating mailbox structures during construction and premanently relocating mailbox structures after completing final grading, Measurement of each mailbox 49. Item shall be a 10" subdrain outlet with rodent guard to be installed at approximately 182+80 Rt. . structure will be done prior to beginning work. Refer to tabulation on Sheet C,07. Measurement and payment will be based on each mailbox structure required to be relocated, 50.-52, Refer to Intakes & Utility Access Tabulation on Sheet C,10. 12.-13. Quantity includes all integral curb and intersection returns. Refer to intersection tabulation on Sheet C,07 and details on 53, Item to be installed at approximately 182+80 Rt. Sheets L.01 - L.03. Smoothness as per Article 2316 oftha Standard Specifications shall apply, The maturity method shall be used to determine the time for opening new pavement to traffic, Certified Plant Inspection is requi,ed and 54.-55, Refer to Intakes & Utility Access Tabuiation on Sheet C.10. RA,50 Modified shall be a 60" Diameter Utility Access, conside,ed Incidental to this bid item. 56,-60. All Storm Sewer joints will be confined a-ring gasket meeting ASTM C443, All pipe will have bell and spigot joints, Refer 14, Material shall be 6" of Type 'A' 1/2" and shall meet the requirements of Article 2303 of the Standard Specifications. to Storm Sewer Tabulation on Sheet C,10, All sections of pipe shall be connected and Installed according to applicable Measurement and Payment shall be based on the number of Square Yards of paved drives required, Refer to Points of Road Standards. Refer (0 Sheet 8,04 for ailowable trench widths and backfill details. All Granular Backfill, Granular Access Tabulation on Sheet C.04. 8edding and Excavation associated with the Storm Sewer instailation shall be considered incidental to this bid item, 15,-17, Items include all material necessary to place a two coarse seal coat as per Article 2307.04G of the Standard Specifications. 61. Item to be installed at approximately 182+80 Rt. 18. Class "A" Crushed Stone .shall be spread evenly over the entire proposed roadway to a depth of 4". Refer to Typicai 62. Refer to Removal of Guardrail Tabulation on Sheet C,06, All removals shall become the property of the contraclor and shall Section on Sheet 8.02 for width of roadway, be removed from the site by the same. 19, An additional 100 Tons has been added to the quantity to be used for temporary accesses during construclion. Refer to 63.-65. Refer to Guardrail Installation Tabulation on Sheet C,06. Points of Access Tabulation on Sheet C,04, Class "A" shall be spread over all drives at a thickness of 4". 69. Quantity includes removals of pavement at locations shown on the Pavement Removal Tabulation on Sheet C,06. Saw 20. Removal includes a 30' x 28' Concrete Slab Bridge, wood vertical backwall abutments, piling, steel hand railing, etc, cuts shall be considered incidental to this bid item, Full depth of the old pavement shall be removed and crushed to a Contractor will inspect site prior to bidding to determine the extent of removal. All piling will be completely removed or cut nominal size on greater than 1 inch, A milling machne would be an acceptable means of salvaging the material. Material off 2' below stream bed elevation. All removals will become the property of the contractor and will be removed from the site shall be blended into the top 2" of subgrade under the new roadbed. It shall be the contractors responsibility to provide by the same, disposal sites for material which is not desired to be incorporated into this project. Disposal site is subject to the approval of the Engineer. No payment for overhaul will be allowed. See General Notes on Sheet C.03 for details, 21, Refer to Sheet V.09 for details of the concrete removal on the RC8 located at Station 209+16 and the remaining removal consists of a concrete pad located at Station 165+75 Lt, 70, Measurement and Payment shall be based on the number square yards of paved drives required. Refer to Points of Access Tabulation on Sheet C.04. 22, Structures at Stations 138+00, 182+80 and 209+16 will be backfilled with sand, The material shall meet the required specs as per Article 4110 of the Standard Specifications. Refer to Cross-Road Pipe Tabulations on Sheet C,04 and Sheet V,10 71. Refer to Points of Access tabulation on Sheet C,04, for details, 72. Removal consists of retaining walls on each side of the drive at 224+75 Rt. 24, Refer to Cross-Road Pipe Tabulation on Sheet C,04, 73. Refer to Safety Closure Tabulation on Sheet C.04. 25.-26. All concrete shall be Class 'C'. Certified Plant Inspection is required and is incidental to this bid item. Refer to Sheets V.01 - V.10 for details. 74. Refer to Pavement Markings Tabulation on Sheet C.OS. Actual start and stop locations for centerline no passing zones shall be determined by County Forces and marked in the field prior to painting, 27. Item includes 70-5/8" dowel bars at the break line = 182.53 Lbs, Refer to Sheet V.10 for details. 75. Refer to Pavement Marking Symbols and Legend Tabulation on Sheet C.09. 28,-31. Refer to Sheet V,01 to V.09 for details. 76.-77, Refer to General Notes on Sheet C,03 and Staging Plan on Sheet J.01 for details. 32,-39. Roadway and Entrance Pipe Culvert (30000 & 20000 pipe strength) is to have Class "C" bedding. Refer to tabulation on . Sheet C.04. All sections of reinforced concrete pipe culvert to be furnished with coupiings, considered incidental to this bid 81. Replace the seed schedule and rates in Article 2601.05 with the following seed schedule and rates: item. Each joint shall be sealed as per Article 4149.08 of the Standard Specifications, wrapped with engineering fabric and Sprinq & Summer March 15 to July 31 connected with 2 connectors. Ali sections of pipe shall be connected and installed according to applicable Road Standards. Oats 2 bushels per acre - Refer to Sheet 8.04 for allowable trench widths and backfill details. Refer to Sheets M.01 - M,02 for locations and staking Annual Rye 2 bushels per acre information. Fall August 1 to October 15 ~. Winter Wheat 2 bushels per acre 4Q:t43, All corrugated metal pipe bands will be 2' in width. All corrugated metal pipe will be riveted ~/pe with 2-213" x 1/2" Winter Rye 1 bushel per acre N cornJ1lation. Cost is considered incidental to this bid item. Refer to Points of Access Tabulation on Sheet C.04 for Chemically combined, commercial fetilizer shall be applied at the rate of 300 Ibs. per acre of 13-13-13 (or equivalent) : CD ~~nal details. 83.-84. Refer to Silt Fence and Silt Fence for Ditch Checks Tabulations on Sheets C.04. ~\ ,Q rc~ . ---: 4 ~6. Rete)lo Sheet V.01 to V,09 for details. I' ---' 85. Refer to Silt Basin Tabulation on Sheet C.07, .-..-.: (C') ut:: _J N ,0 hI" w (r.-< 86.-89. Refer to Silt Fence and Silt Fence for Ditch Checks Tabulations on Sheets C.04. w.., O~ I Johnson County r Project Number: STP-S-C052(67)--5E-52 I Sheet C.02 Cl - c'" -- c-o ~w. GENERAL NOTES The Contractor is encouraged to take full advantage of Standard Specification 1105,15 - Value Engineering Incentive Proposal GRADING . Typicai Cross-Sections shall be used for reference purposes only. Contractor shall refer to the Cross-Sections on Sheets X,01 - The Contractor will confine ail work to the right-of-way or temporary construction easements, If the contractor obtains additional X,57 to construct roadway. Clearing and Grubbing will be done by others. easements for storage of equipment and/or materials, copies of the written agreement(s) with the property owners will be provided to . the engineer. It wili be the contracto~s responsiblity to provide waste areas or disposal sites for material(s) which are not desirable for - incorporation into the work involved on this project (excavation, broken concrete, etc,). These areas wili not impact wetlands or Caution will be taken when working over and around all tile lines. Breaks in the tile lines due to the contracto~s carelessness are to "Waters of the U,S." No payment for overhaul wi! be allowed for material hauled to these sites, No materials shall be placed within . be replaced at the contractor's expense. Any tile lines broken or disturbed by plan cuts will be replaced as directed by the Engineer. the right-of-way unless specifically stated on the plans or approved by the engineer, The Contractor shall be responsible for any damage outside of the construction limits or easements resulting from hislher All fill material shall be placed in lifts not exceeding 8" in loose thickness. Material shall be compacted at least 95 % of the Optimum negligence. Density, as determined by 0-698 (Standard Proctor Density) and within -1 or +3 % of the optimum moisture range, Cost shall be incidental to Class 10, Roadway and Borrow. Johnson County Engineering Staff wili check shop drawings where required by Specifications. In cut areas the Subgrade shall be compacted as per Article 2109,05 of the Standard Specifications. Cost shall be included as ACCESS Special Compaction of Subgrade, It shall be the Contracto~s responsiblity to provide and maintain access to individual properties during construction, The roadbed shall be trimmed to within 0,05 feet of the finai.subgrade elevation. Trimmed material shall be placed in a windrow on Relocated accesses shall be completed to individual properties prior to removal of existing access. either foreslope for use in earth shoulder fill after paving, No ponding of water shall be allowed by the stored materials, Trimming of material shall be included in excavation required for Earth Shoulder Construction. If the permanent access cannot be completed prior to removal of the existing access, the contractor shall provide and maintain an alternate access. Temporary access drives shall have a minimum of 4" of crushed rock surface. Rock surface quantities shall be The Contractor shall apply necessary moisture to the construction area to prevent the spread of dust. Refer to Article 1107,07 of the included in Surfacing, Driveway, Class A Crushed Stone, Refer to Sheet J.01 for additional detaiis, Standard Specifications for additional details, ENTRANCES Uniess otherwise directed or authorized, all HMA and other Bituminous Materials which are not specifically addressed or described All entrances and sideroads shall be constructed with 8:1 cross.siopes or flatter. Refer to Standard Road Plan RL-7 for details, in the plans shall become the property of the contractor. The contractor, in accordance with the current rules and reguiations of the Iowa Department of Natural Resources, may: MAILBOXES Removal and relocation of maiiboxes Is a bid item. It shall be the contractor's responsiblity to relocate mailboxes in such a way as to 1. With the approval of the Engineer, blend or otherwise process the material for use with shoulder or special backfill aggregate, for insure that normal postal services shall be maintained throughout the duration of construction. Mailboxes shall be placed to the use on this project. specifications of the postal service with regard to the location and height before final acceptance of work. 2, With the approval of the Engineer, place the material in areas designated by the Engineer as Soil Aggregate Subbase without BACKFILliNG HOLES extra charge. All holes resulting from operations of the contractor including removal of fence posts, utility poles and guardrail posts shall be filled and consolidated to finish grade as directed by the Engineer to prevent future settlement Refer to Article 2503,03 of the Standard 3, Remove the material form the project site and stockpile for the contracto~s future use, Specifications for details. Voids shall be filied as soon as practical-preferably the day created and no later than the following day, Any portion of the right-of-way or construction limits disturbed by such an operation shall be restored to an acceptable condition. "911" Signs :2 This operation shall be considered incidental to other bid items in this project. Contractor shall maintain all "911" signs during construction in a location visible from the roadway at the direction of the Engineer. D- Upon completion of final grading Johnson County shall install new "911" signs in the final location at no cost to the contractor. "' <t PAVING <0 '" Section 2316 of the Standard Specifications, "Pavement Smoothness," shall apply to this project, CONSTRUCTION STAKING N 0 Johnson County wili provide construction staking as per Article 1105,06 of the Standard Specifications, <t 0 Estimated quantity fa, new PCC Pavement includes all street retu~ns as detailed in the plans. Special care shall be taken when 0 c: building and placing PCC at intersections to altain the profile elevations shown on intersection details, UTILITIES N Caution will be taken when working over and around utilities, It is the contractor's responsiblity to coordinate all relocation work with 0; 0 Certified Plant Inspection is required. the respective utility companies in such a manner as to avoid unnecessary delays to the construction. do " " Construct Natural Subgrade in center of 40' of roadbed in accordance with 2109 of the Standard Specifications except compaction and The following Utilities may have facilities in the vacinity of this project, others may also be present: '" 8, recompaction shall be to at least 95% of the Optimum Density as determined by 0-698 (Standard Proctor Density) and within -1 % to Eastern Iowa Light & Power: Tom Quiram (319) 629-4221 ......' " +3% of the Optimum Moisture Range. Cost shall be considered incidental to PCC Pavement. Kinder Morgan Pipeline: Jon Swenson (319) 351-6350 = . c 6 = '" Mediacom: Darwin Driscoll (319) 351-3984 .r' C/) ~ TRENCH BACKFILL MidAmerican Energy: Gas - Ed Young (319) 341-4457 ~O C' )>-.\ r<1 -\1 . Trench backfill shall be compacted in accordance with Article 2402,09 of the Standard Specifications. Electric. Chuck Johnson (319) 341-4468 n -" / .- . ~ John Monroe (563) 333-8186 r.....-.' N .-- ;- ) W \ll t SEEDING US West: Ryan Soedt (563) 355-1934 =i0 I 0 " z, -<:'l All areas disturbed by construction will be prepared for seeding as per Article 2102,11 of the Standard Specifications. The top 6" of CIPCO: Dan Miiler (563) 260-1640 - 'IT' ~ -., , , " '_./ ro material in areas to be seeded will be free of rocks and suitable for growing grass. The Contracto, will be required to finish g,ade -::D 0 0""'" Cf? tt the enti,e length of the project and prepare the site for seeding as the final stage of construction. :;?"^ , - " j> - c ro ro cg WELLS g Contractor shaH use due caution when working in areas adjacent to any wetl. Contractor shall be responsible for any damage w caused by his/her carelessness. . :9 w 13 . '0 .9- I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet C.03 :.f u_ --------- - - "-.-. -..-" POINTS OF ACCESS TABULATION SAFETY CLOSURE TABULATION Location Closure Type Remarks , 'Saw Cuts Incidental "All Paved Drives Shall be 6. Thick Street 10 Station Road Hazard Location Refer to RL. 7 Pipe Culvert Removal Surface Material Sand Road 112+00 1 1 W H 'Pipe Length (LF) Aprons (Each) of Paved Class 'A' Driveway Driveway Remarks Sand Road 137+75 1 1 Street to Station Side Type CMP RCP Metal Concrete Drives* Stone PCC" HMA" Sand Road 138+25 1 1 . (Ft.) (Ft) 15. 18. 18" 15. 18" 18. (SY) (Tons) (SY) (SY) Sand Road 160+50 1 1 Sand Road 111+72 Lt 20 C Drive, UAC Sand Road 163+50 1 1 Sand Road 112+16 Rt 20 C Drive, UAC Sand Road 182+40 1 1 . 113+27 20 Drive, Rock - Sand Road Rt C 1.71 56 2 31 Sand Road 183+20 1 1 Sand Road 117+19 Lt 20 C 3.51 78 2 73 6 73 Drive, Rock, Asphalt Sand Road 208+80 1 1 Sand Road 117+68 Rt 20 C 0.97 36 2 18 ~E, Rock Sand Road 209+60 1 1 Sand Road 124+13 Lt 20 C 0,97 50 2 15 Drive, Rock Sand Road 252+00 2 1 Sand Road 129+59 Lt 20 C 2.42 60 2 FE, Dirt Sand Road 254+00 2 1 Sand Road 132+38 Rt 20 C 3,21 72 2 FE, Dirt Sand Road 259+50 2 1 Sand Road 137+50 Rt 20 C 3.83 82 2 FE, Dirt Sand Road 262+50 2 1 Sand Road 137+50 Lt 20 NA FE, Dirt, Dry Sand Road 265+50 2 1 Sand Road 150+90 Lt 20 C 2.92 68 2 FE, Dirt Sand Road 268+00 2 1 Sand Road 150+90 Rt 20 C 2.59 62 2 FE, Dirt Sand Road 271+00 2 1 Sand Road 160+02 Rt 20 C 7.35 138 2 19 Drive, Rock Sand Road 277+00 2 1 Sand Road 160+02 Lt 20 C 6.35 122 2 FE, Dirt Sand Road 279+74 2 1 20 FE, Dirt Sand Road 281+38.60 - Sand Road 164+58 Lt C 2.36 60 2 2 1 Sand Road 166+27 Lt 20 C 3.31 80 2 27 Drive, Rock Sand Road 284+00 2 1 Sand Road 168+55 Lt 20 C 2.73 64 2 14 Drive, Rock Sand Road 290+00 2 1 Sand Road 172+39 Rt 20 C FE, Dirt, Dry Sand Road 292+50 1 1 Sand Road 172+50 Lt 20 C FE, Dirt, Dry Total 2 32 Sand Road 176+17 Lt 20 C 1.79 54 2 19 Drive, Rock 1. Location to be ven Ie in the field Sand Road 177 +46 Rt 20 C 2.30 58 2 102 83 Drive, Asphalt Sand Road 186+53 Rt 28 C 2.76 72 2 194 138 Drive, Asphalt Sand Road 186+70 Lt 20 C 3.58 78 2 18 FE, Rock SILT FENCE FOR DITCH CHECKS TABULATION Sand Road 193+00 Lt 20 C 2.66 64 2 FE, Dirt Location Length Sand Road 205+90 Rt 20 NA 12 Drive, Rock, Dry Street 10 Station Side (Ft) Remarks Sand Road 206+50 Lt 20 NA 15 FE, Rock, Dry Sand Road 121+50 Lt 18 1 Sand Road 209+80 Lt 40 C 4.17 108 2 47 2x Drive, Rock Sand Road 121+50 Rt 18 1 Sand Road 214+46 Lt 20 C 3.21 72 2 20 Drive, Rock Sand Road 122+30 Lt 18 1 Sand Road 216+00 Rt 20 C 5.84 114 2 FE, Dirt Sand Road 122+30 Rt 18 1 Sand Road 222+30 Lt 20 C 1.59 46 2 9 Drive, Rock Sand Road 161+40 Rt 18 1 I Sand Road 222+62 Rt 20 C 3.56 78 2 70 71 Drive, Asphalt Sand Road 162+20 Lt 18 1 , Sand Road 224+73 Rt 46 C 3.06 96 2 342 319 Drive, Concrete Sand Road 162+60 Rt 18 1 I Sand Road 230+77 Lt 20 NA FE, Dirt, Dry Sand Road 162+90 Lt 18 1 Sand Road 236+00 Rt 20 NA 15 Drive, Rock Sand Road 208+90 Rt 18 1 Sand Road 237+62 Rt 20 C 1.39 42 2 FE, Dirt Sand Road 208+90 Lt 18 1 Sand Road 242+30 Rt 20 C 1.55 46 2 13 Drive, Rock Sand Road 209+40 Rt 18 1 Sand Road 245+30 Rt 20 C 1.21 40 2 FE, Dirt Sand Road 209+40 Lt 18 1 Napoleon Street 1001+00 Rt 20 C 2.35 58 2 17 FE, Rock Nursery Lane 2001+65 Lt 20 NA - FE, Dirt, Dry Nursery Lane 2001+93 Rt 20 NA UAC, Dr, Asphalt Total 216 Total 1.120 838 96 36 20 2 781 315 319 365 1. Location to be' verified in the field . CROSS-ROAD PIPE TABULATION SILT FENCE TABULATION Location Pipe Aprons Ciass Granular Location Length Remarks Street 10 Structure 10 Station Type Length (LF) Type (Each) 20 Backfill Street 10 Station to Station Side (Ft) 15" 18" 24" 36" 15" 18" 24" 36" (CY) (Ton) Sand Road 178+00 186+00 Lt 800 1 sand Road~ 138+00 30000 62 Concrete 2 104 18 Sand Road 229+50 242+00 Lt 1,250 1 r .. Sa'nd Roact? 182+80 30000 72 Concrete 2 74 29 Sand Road 250+00 255+50 Rt 550 1 Napoleon srr"", 1000+50 30000 118 Concrete 2 Sand Road 264+00 273+00 Rt 900 1 { " Nursery l~",,, 2000+50 20000 60 Concrete 2 Sand Road 276+00 280+00 U 400 1 ; l I Ll6y~ Ave.ii1:Je";' 230+ 77 Rt 2000D 66 Concrete 2 Sand Road 281+00 285+00 U 400 1 Anderson Avenue 234+10 Rt 20000 70 Concrete 2 :,:::: HaM/my lane"- 236+00 Rt 20000 94 Concrete 2 L '-:": r- <( Total 4,300 0 \.-IS Total 290 118 62 72 Total 8 2 2 2 178 47 1. Location to be verified in the field, = ~ =. O~ Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet C.04 ------ -.. -. ------ -'.--".- .. -. -., -. .._._._.~---_..- _..- _.----------"~ -- . - PAINTED PAVEMENT MARKINGS TABULATION 2. Broken Center Line (Yellow) 7. Edge Line Right (White) 11, Channelizing Line (White) 15, YellowCurtJ , ' 3. Double Center Line (Yellow) 8, Edge Line Left (Yellow) 12. Channelizing Line (Yellow) 16, White Curb 5. No-Passing Zone Line (Yellow) 9. Dotled Line (While) 13, Stop Line (White) 17, Yeiid Line (White) 6. Broken Lane Line (White) 10. Solid Lane Line (White) 14, Crosswalk Line (White) 18. Double Dotted Line (Yellow) . ' Location Length in Stations Side 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Remarks StreetlD Station to Station Lt Rt . Sand Road 112+00 125+00 X X 13,00 1 Sand Road 125+00 133+00 X 8.00 1 Sand Road 125+00 133+00 X 8.00 1 Sand Road 133+00 146+00 X X 13,00 1 Sand Road 146+00 153+00 X 7.00 1 Sand Road 146+00 153+00 X 7.00 1 Sand Road 153+00 161+00 X X 8.00 1 Sand Road 161+00 166+00 X 5.00 1 Sand Road 161+00 166+00 X 5,00 1 Sand Road 166+00 172+00 X X 6.00 1 Sand Road 172+00 180+00 X 8.00 1 Sand Road 172+00 180+00 X 8.00 1 Sand Road 180+00 185+00 X X 5.00 1 Sand Road 185+00 192+00 X 7.00 1 t-.:) Sand Road 185+00 192+00 X 7.00 1 = 6 = X 5.00 "'- Sand Road 192+00 197+00 X 1 :2.0 c:::> Sand Road 197+00 205+00 X 8,00 1 ~-j '" \l ,v r. Sand Road 197+00 205+00 X 8.00 1 n-' - N ,- Sand Road 205+00 213+00 X X 8.00 1 :::{O (,,) IT Sand Road 213+00 221+00 X 8.00 1 :<1-' Sand Road 213+00 221+00 X 8.00 1 fT"i "., 1...., ....) :rJ ::;: Sand Road 221+00 224+00 X X 3,00 1 ..... ?~ ~ Sand Road 224+00 230+00 X 6.00 1 :2. Sand Road 224+00 230+00 X 6.00 1 )> - CO Sand Road 230+00 256+00 X X 26.00 1 Sand Road 256+00 262+00 X 6.00 1 Sand Road 256+00 262+00 X 6,00 1 Sand Road 262+00 278+00 X X 16.00 1 Sand Road 278+00 294+00 X X 16.00 1 Sand Road 278+00 294+00 X 16,00 1 :;; Sand Road 278+00 294+00 X 16.00 1 <( "" Sand Road 112+00 278+00 X 166,00 1 ..- 0; Sand Road 112+00 163+94 X 51.94 1 "' 0 Sand Road 165+04 192+43 X 27.39 1 ..- Sand Road 193+55 230+25 X 36.70 1 0 0 Sand Road 230+25 231+34 X 1,09 1 N N Sand Road 231+34 233+52 X 2.18 1 N Ci Sand Road 233+52 234+62 X 1,10 1 0 en Sand Road 234+62 235+35 X 9.80 1 ~ Sand Road 235+35 236+37 X 1,02 1 'C en Sand Road 236+37 248+44 X 12.07 1 0 u Sand Road 248+44 249+58 X 1.14 1 , '0 C Sand Road 249+58 278+00 X 28.42 1 ro ~ Sand Road 275+35 278+65 X X 7.6 Refer to Sheet L.03 ~ ill Napoleon Street 1000+25 X 0.10 1 <D . .c Nursery Lane 2000+25 X 0.10 1 ~ :E Lloyd Avenue X 0.10 1 ~ -g z Anderson Avenue X 0,10 1 , Harmony Lane X 0.10 1 '0 ro 0 Sycamore Street 3000+25 X 0.10 1 . '" , Length Subtotals 119.00 95 63.00 4,35 334.50 7.6 0.60 '0 C Quantity Factor 0.25 2.00 1.00 0.25 1.00 1,00 0,33 1.00 2.00 2.00 6.00 1.50 3,5 3,5 0.67 ro if) C Total 29.75 190.00 63,00 1.09 334.50 15.20 3,60 637.14 m 1. County will mark locations in the field prior to the placement of the pavement markings. 'w <D :9 ~ t5 Q '0 .9- Johnson County Project Number: STP-S-C052(67)-5E-52 Sheet C,Q5 ~ GUARDRAil TABULATION Location (3) Layout Lengths Material Required Delineators and Object Markers Bid Items CD End Side STS Posts @ Posts @ CRT Posts Delineator Object Marker - . .c Standard @ 8 @ @ @ @+@+ @ 6" x 8" x 7' 6" x 8" x 6' 6" x 8" x 6' Installation of Guardrail Anchorage & c: " " OJ '" c: Case Thrie Transition '" c: '0 '" Road @+@+@+@ .Q r.E 0= "w:o Beam Section with6""S- wilhe'x&" witll6"xl3" Type Single Type 2 Ty e3 Terminal Systems ~ '" ~ .- " ~ a.'" '5 '" Plan Terminal 'W Beam CD "-" ...... Spac:erBIocklI Splio;:e,Blocks ';Vhite - . i!'I- o.~ 0::: <(I- (1e.75') RE-69C DC [I II II II (37.5") (251 (S.2S') (Elor7) (Nof- D-'W CM2-JY'J OM.3L OM-3R RE-76 No. Street ID <(I- 0::;; Station F orS (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (No) (No) (No) (No) (No) (No) (LF) (No) (No) 1 Sand Road NB A 0 121+57.46 'RE-65A F 18.75 0 50 37,5 25 6.25 87.5 7 9 5 106,25 1 1 , 2 Sand Road N8 T 0 121+58,15 'RE-65A F 18.75 0 50 37.5 25 6.25 87,5 7 9 5 All Delineators and Object Markers 106,25 1 1 3 Sand Road S8 A 0 122+26,83 'RE-65A F 18.75 0 50 37,5 25 6.25 87.5 7 9 5 will be placed by County Forces 106,25 1 1 4 Sand Road S8 T 0 122+27.10 'RE-65A F 18.75 0 50 37.5 25 6.25 87,5 7 9 5 106,25 1 1 5 Sand Road NB A 0 161+96.83 RE-65A S 18.75 0 0 37.5 25 6,25 37.5 7 1 5 56.25 1 1 6 Sand Road NB T 0 162+73.17 RE-65A S 18,75 0 0 37,5 25 6.25 37.5 7 1 5 All Delineators and Object Markers 56,25 1 1 7 Sand Road S8 A 0 162+73.17 RE-65A S 18,75 0 0 37,5 25 6,25 37,5 7 1 5 will be placed by County Forces 56,25 1 1 8 Sand Road SB T 0 161 +96,83 RE-65A S 18.75 0 0 37,5 25 6.25 37.5 7 1 5 56.25 1 1 Total 650 8 8 Notes: Refe, to Standard Road Plans RE-48A - RE-48B, RE-63 RE-65A, and RE-65B 'Due to the Construction of the Bridge Standard Road Plan RE-65A was modified, Refer To Sheet U,01 for Details, CD Lane(s) to which the obstacel is adjacent. (3) Applies to Standard Road Plan RE,63 only. CD Includes (1) special 12,5' section of 'W' Beam, refer to Standard Road Plan RE-76 for details, @ (6) 6" x 8" x 7' posts required when RE-63 or RE-69C is specified, @ The last two posts of the RE-76 Terminal section are included as part of that bid item, REMOVE OR REMOVE & REINSTALL GUARDRAil REMOVAL OF PAVEMENT TABULATION Location Steel Beam End Anchorage Location Length Width Area Pavement ''''Saw Cut CD Guardrail Posts Street 10 Station to Station (LF) (LF) (SY) Type (LF) Remarks Sand Road 112+00 121+58 958 22 2,342 HMA 0 c: " Remove & Remove & Remove & Remarks Sand Road 122+27 162+21 3,994 22 9.763 HMA 0 .2 !E - '" Remove Remove Reinstall Remove Type Sand Road 162+53 292+06 12,953 22 31,663 HMA 0 " ~ Reinstall Reinstall i!'I- Sand Road 292+06 294+00 194 44,5 959 PCC 51 00 No, Street ID Station Side (LF) (LF) (LF) (LF) (No) (No) Total 44.727 =" 1 Sand Road NB 121+57.46 Rt 56.25 0 13 0 1 0 RE-52 *Not a bid item .,.. ~ 2 Sand Road NB 121+58.15 Rt 56.25 0 13 0 1 0 RE-52 ~ 3 Sand Road SB 122+26,83 Lt 56,25 0 13 0 1 0 RE-52 - 4 Sand Road S8 122+27.10 Lt 56.25 0 13 0 1 0 RE-52 TOPSOIL STRIP TABULATION " 5 Sand Road NB 162+16.27 Rt 56.25 0 13 0 1 0 RE-52 Location Length Width Depth Volume 0 0 6 Sand Road NB 162+55,69 Rl 56.25 0 13 0 1 0 RE-52 Street ID Station to Station Side (Ft) (Ft) (In) (CY) N N 7 Sand Road SB 162+16.27 Lt 56.25 0 13 0 1 0 RE-52 Sand Road 124+00 134+00 Lt 1000 *Varies 8 312 N m 8 Sand Road S8 162+55,69 Lt 56.25 0 13 0 1 0 RE-52 Sand Road 125+00 144+00 Rt 1900 *Varies 8 745 0 ci Total 450 104 8 Sand Road 151+00 156+00 Lt 500 *Varies 8 212 ~ Sand Road 151+00 162+00 Rt 1100 *Varies 8 996 'C CD Lane(s) to which the obstacle is adjacent. <ri Sand Road 165+00 176+00 Lt 1100 *Varies 8 1.117 0 0 Sand Road 188+00 206+00 Rt 1800 *Varies 8 3,925 , 'C Sand Road 210+00 222+00 1200 *Varies 1,570 c Lt 8 ro ~ SPECIAL COMPACTION OF SUBGRADE Sand Road 216+00 247+00 Rt 3100 "Vanes 8 2,386 w ;; Location Length <D Remarks .c Street 10 Station to Station (Sta) Totai 11,263 w :E Sand Road 112+00 121+58 9.6 'Refer to Cross-Section Sheets X,01 - X.57. -c: 0 f. z Sand Road 122+27 156+00 33.7 , ...:r and RQlfd 'C 164+00 167+00 3 ro 0 ..Sand RBalJ 176+00 179+00 3 '" , ancH(Ca~ 212+50 229+50 17 . 'C C " :;:Sand'Road ro 249+00 294+00 45 (/) -- "E ..L ~r '" .~ c<1 1.-' '- <D - , 3J - ',,-~ ~. Total 111,30 w , <:; u..:: G:t '-- ,,::..'-. <D (.... .....~ '15' 1-' .......J'O::-", 3- C, Sd Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet C.06 ~ C:";) ----- TYPE 'B' GRANULAR SHOULDER TABULATION S/L T BASIN TABULATION location length Width Depth Quantity Remarks location Length Width Depth Quantity Remarks , Street 10 Station to Station Side (Ft) (Ft) . (In) (Ton) Street 10 Station Side (Ft) (Ft) (Ft) (Each) Sand Road 112+00 119+50 Lt 750 2 4 35 Class 'A' Stone Sand Road 121+00 Lt 24 6 3 1 1,2 Sand Road 112+00 119+50 Rt 750 2 4 35 Class 'A' Stone Sand Road 121+38 Rt 24 6 3 1 1,2 . Sand Road 119+50 120+34 Rt 84 2 -13 4 15 Ciass 'A' Stone Sand Road 122+32 Lt 24 6 3 1 1,2 Sand Road 119+50 120+34 Lt 84 2-13 4 15 Class 'A' Stone Sand Road 122+67 Rt 24 6 3 1 1,2 120+34 120+54 Rt 13 126+00 - 1,2 Sand Road 20 4 6 Class 'A' Stone Sand Road Lt 24 6 3 1 . Sand Road 120+34 120+54 Lt 20 13 4 6 Class 'A' Slone Sand Road 130+00 Rl 24 6 3 1 1,2 Sand Road 120+54 121+38 Rt 84 13 -4 4 17 Class 'A' Stone Sand Road 133+00 Lt 24 6 3 1 1,2 Sand Road 120+54 121+38 Lt 84 13 -4 4 17 Class 'A' Stone Sand Road 137+00 Lt 24 6 3 1 1,2 - Sand Road 121+38 121+58 Rl 21 4 4 2 Class 'A' Slone Sand Road 137+00 Rt 24 2 3 1 1,2 Sand Road 121+38 121+58 Lt 20 4 4 2 Class 'A' Stone Sand Road 139+00 Lt 24 6 3 1 1,2 Sand Road 122+27 122+47 Rl 20 4 4 2 Class 'A' Slone Sand Road 139+00 Rl 24 2 3 1 1,2 Sand Road 122+27 122+47 Lt 20 4 4 2 Class' A' Stone Sand Road 143+00 Rt 24 6 3 1 1,2 Sand Road 122+47 123+31 Lt 84 4 -13 4 17 Class 'A' Stone Sand Road '147+00 Lt 24 6 3 1 1,2 Sand Road 122+47 123+31 Rl 84 4..13 4 17 Class 'A' Stone Sand Road 152+00 Rl 24 6 3 1 1,2 Sand Road 123+31 123+51 L\ 20 13 4 6 Class 'A' Stone Sand Road 156+00 Lt 24 6 3 1 1,2 Sand Road 123+3'1 123+51 Rl 20 13 4 6 Class 'A' Slone Sand Road 161+00 Rt 24 6 3 1 1,2 Sand Road 123+51 124+19 Lt 68 13 -2 4 12 Class 'A' Stone Sand Road 161+80 L\ 24 6 3 1 1,2 Sand Road 123+51 124+19 Rt 68 13 -2 4 12 Class 'A' Stone Sand Road 163+00 Rt 24 6 3 1 1,2 ,...., = Sand Road 124+19 160+89 Lt 3,670 2 4 170 Class 'A' Stone Sand Road 163+50 L\ 24 6 3 1 1,2 0 "-"" -""' Sand Road 124+19 160+89 Rt 3,670 2 4 170 Class 'A' Ston~_ Sand Road 182+00 Rt 24 6 3 1 1,2 :20 c:> 160+89 161+19 Rt 30 2 -10 4 4 Sand Road 183+00 Rl 24 6 3 1 1,2 ri"i ,1 Sand Road Class 'A' Slone 'Y.-~ n Sand Road 160+89 161+19 Lt 30 2 -10 4 4 Class 'A' Stone Sand Road 188+00 lt 24 6 3 1 1,2 .--- -<': - N I Sand Road 160+19 161+39 Rl 20 10 4 5 Class 'A' Stone Sand Road 192+00 Rt 24 6 3 1 1,2 '. } W .-p r-'" 'm Sand Road 160+19 161+39 Lt 20 10 4 5 Class 'A' Stone Sand Road 196+00 Ll 24 6 3 1 1,2 :...-j '- ) :....:::r- :E:: \-, Sand Road 161+39 161+77 Rl 38 10-4 4 7 Class 'A' Stone Sand Road 200+00 Rt 24 6 3 1 1,2 ", -;:D -'" ......J Sand Road 161+39 161+77 L\ 38 10 -4 4 7 Class 'A' Stone Sand Road 204+00 Ll 24 6 3 1 1,2 q~ C? Sand Road 161+77 162+00 Rl 23 4 4 2 Class 'A' Stone Sand Road 208+50 Rt 24 6 3 1 1,2 Z - Sand Road 161+77 162+00 Lt 23 4 4 2 Class 'A' Stone Sand Road 208+50 Ll 24 6 3 1 1,2 y- eP Sand Road 162+70 162+93 Rl 23 4 4 2 Class 'A' Stone Sand Road 210+00 Rt 24 6 3 1 1,2 Sand Road 162+70 162+93 Lt 23 4 4 2 Class 'A' Slone Sand Road 215+00 Rt 24 6 3 1 1,2 Sand Road 162+93 163+31 Rt 38 4 -10 4 7 Class 'A' Stone Sand Road 218+00 Lt 24 6 3 t t,2 Sand Road 162+93 163+31 Lt 38 4 -10 4 7 Class 'A' Slone Sand Road 221+00 Rt 24 6 3 1 1,2 Sand Road 163+31 163+51 Rt 20 10 4 5 Class 'A' Stone Sand Road 227+00 Ll 24 6 3 1 1,2 Sand Road 163+31 163+51 Lt 20 10 4 5 Class 'A' Stone Sand Road 163+51 163+81 Rt 30 10 -2 4 4 Class 'A' Stone Total 33 :;;; Sand Road 163+51 163+81 Lt 30 10-2 4 4 Class 'A' Stone 1. Location is at downstream edge of basin, Location to be verified in the field <( en Sand Road 163+81 249+50 Rt 8,569 2 4 450 Class 'A' Slone 2. Spread excess material on slopes. '" ~ Sand Road 163+81 249+50 Lt 8,569 2 4 450 Class 'A' Stone Total 1,536 " 0 0 fO:! INTERSECTION PAVING TABULATION N N '" Location Intersection 0 Description m Street 10 Station Type I Units Quantity ~ '0 Sand Road 164+50 PCC/CY 221 Napoleon Street ,.: 0 Sand Road 193+00 PCC/CY 221 Nursery Lane u , Sand Road 230+ 77 PCC/CY 201 Lloyd Avenue '0 c Sand Road 234+10 PCC/CY 201 Anderson Avenue '" "' Sand Road 236+00 PCC/CY 201 Harmony Lane .~ m Sand Road 247+30 PCC/CY 201 Winter Eagle Lane w .c Sand Road 249+21 PCC/CY 201 Sycamore Street . !!l 5 Sand Road 280+53 PCC/CY 672 E I W Arterial " . " z , '0 '" 0 " . , Total 2,119 - '0 C '" '!l c co .~ '" :g ~ 13 '" '0 ~ Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet C,07 :;;; LONGITUDINAL SUBDRAIN TABULATION Location Longitudinal CMP, Subdrain Outlet, *Class 'N Subdrain RF-19E or RF-22 *Porous Crushed ... Line Depth Size Length Backfill Stone Remarks Notes No, StreetlD Station to Station Side (Ft) (In) (Ft) Station No. Type (CY) (CY) - 1 Sand Road 112+00 119+00 Lt 4 4 700 119+00 1 RF-19E 86 0.3 1,2,3,5 . 2 Sand Road 112+00 117+00 Rt 4 4 500 117+00 1 RF-19E 62 0,3 1,2,3,5 ' Not a Bid Item 3 Sand Road 125+00 130+00 Lt 4 4 500 130+00 1 RF-19E 62 0.3 1,2,3,5 4 Sand Road 117+00 121+00 Rt 4 4 400 121+00 1 RF-19E 49 0,3 1,3,4,5 1. County will . 5 Sand Road 130+00 134+00 Lt 4 4 400 130+00 1 RF-19E 49 0.3 1,2,3,5 mark locations 6 Sand Road 122+50 130+00 Rt 4 4 400 130+00 1 RF-19E 49 0.3 1,2,3,5 in the field prior 7 Sand Road 134+00 138+00 Lt 4 4 400 134+00 1 RF-19E 49 0,3 1,2,3,5 to placement of 8 Sand Road 130+00 134+00 Rt 4 4 400 130+00 1 RF-19E 49 0,3 1,2,3,4,5 subdrain, 9 Sand Road 138+00 143+00 Lt 4-3 4 500 138+00 1 RF-19E 54 0.3 1,2,3.4,5 10 Sand Road 134+00 138+00 Rt 4-3 4 400 134+00 1 RF-19E 43 0.3 1,2,3,5 2, Cap upstream 11 Sand Road 143+00 149+00 Lt 3-4 4 600 143+00 1 RF-19E 65 0.3 1,2,3,5 end, 12 Sand Road 138+00 143+00 Rt 3 4 500 138+00 1 RF-19E 46 0,3 1,2,3,5 13 Sand Road 149+00 152+00 Lt 4 4 300 143+00 1 RF-19E 37 0,3 1,2,3,5 3, Depth below 14 Sand Road 143+00 149+00 Rt 3 4 600 143+00 1 RF-19E 56 0.3 1,2,3,5 edge of Slab. 15 Sand Road 152+00 157+00 Lt 4 4 500 152+00 1 RF-19E 62 0.3 1,2,3,5 16 Sand Road 149+00 152+50 Rt 3 4 350 149+00 1 RF-19E 33 0,3 1,2,3,5 4. Depth varies, 17 Sand Road 157+00 162+00 Lt 4 4 500 157+00 1 RF-19E 62 0.3 1,2,3,5 Maintain 0.5% 18 Sand Road 162+75 165+00 Rt 4 4 225 165+00 1 RF-19E 28 0.3 1,2,3,5 slope min, 19 Sand Road 162+75 165+00 It 4 4 225 165+00 1 RF-19E 28 0.3 1,2,3,5 20 Sand Road 165+00 169+50 Rt 4 -3 4 450 165+00 1 RF-19E 49 0.3 1,2,3,4,5 5. Refer to 21 Sand Road 165+00 169+50 Lt 4 -3 4 450 165+00 1 RF-19E 49 0.3 1,3,5 RF-19C 22 Sand Road 169+50 175+75 Rt 3-4 4 625 169+50 1 RF-19E 68 0.3 1,3,5 23 Sand Road 169+50 175+75 Lt 3-4 4 625 169+50 1 RF-19E 68 0.3 1,3,4,5 24 Sand Road 175+75 180+00 Rt 4 4 425 180+00 1 RF-19E 52 0,3 1,3,5 25 Sand Road 175+75 180+00 U 4 4 425 180+00 1 RF-19E 52 0.3 1,2,3,4,5 26 Sand Road 184+50 189+50 Rt 4-3.5 4 500 184+50 1 RF-19E 58 0,3 1,2,3,5 27 Sand Road 180+00 183+50 It 4 4 350 183+50 1 RF-19E 43 0,3 1,2,3,4,5 28 Sand Road 189+50 195+00 Rt 3.5 - 3 4 550 189+50 1 RF-19E 57 0.3 1,2,3,5 29 Sand Road 183+50 187+50 It 4 4 400 '183+50 1 RF-19E 49 0.3 1,2,3,5 30 Sand Road 195+00 200+00 Rt 3 -2,5 4 500 195+00 1 RF-19E 42 0.3 1,2,3,5 31 Sand Road 187+50 193+00 Lt 4 4 550 187+50 1 RF-19E 68 0,3 1,2,3,5 32 Sand Road 200+00 204+00 Rt 2.5-2 4 400 200"'00 1 RF-19E 27 0.3 1,2,3,5 33 Sand Road 193+00 199+00 Lt 4-3 4 600 193"'00 1 RF-19E 65 0.3 1,2.3,5 :;; 34 Sand Road 204+00 209+00 Rt 2 4 500 204"'00 1 RF-19E 31 0.3 1,2,3,5 <( N 35 Sand Road 199+00 205+00 Lt 3 4 600 199"'00 1 RF-19E 56 0,3 1,2,3,5 0 N 36 Sand Road 209+ 75 215+00 R( 4 4 525 209"'75 1 RF-19E 65 0.3 1,2,3,4,5 '< 37 Sand Road 213+00 218+00 It 3 4 500 218"'00 1 RF-19E 46 0.3 1,2,3,5 " 38 Sand Road 215+00 221+00 Rt 4 4 600 215"'00 1 RF-19E 74 0.3 1,2,3,5 0 0 39 Sand Road 218+00 222"'00 Lt 3 4 400 222+00 1 RF-19E 37 0,3 1,2,3,4,5 N N 40 Sand Road 221+00 226+50 Rt 4 4 550 221+00 1 RF-19E 67 0.3 1,2,3,5 N en 41 Sand Road 222+00 226+00 It 3-2 4 400 226+00 1 RF-19E 31 0.3 1,2,3,5 0 m 42 Sand Road 226+50 230+00 Rt 4-3 4 350 226"'50 1 RF-19E 38 0.3 1,2,3,5 ~ 43 Sand Road 226+00 232+00 It 2 4 600 226"'00 1 RF-19E 37 0.3 1,2,3,5 '0 on 44 Sand Road 230+00 235+00 Rt 3 -2,5 4 500 230+00 1 RF-19E 42 0.3 1,3,5 0 0 45 Sand Road 232+00 237+00 It 2 4 500 232"'00 1 RF-19E 31 0.3 1,3,5 I '0 c 46 Sand Road 235+00 240+00 Rt 2,5 4 500 235~00 1 RF-19E 39 0.3 1,3,5 ro (f) 47 Sand Road 237+00 242+50 It 2 4 550 237+00 1 RF-19E 34 0.3 1,3,5 " ill 48 Sand Road 240+00 244+00 Rt 2.5 4 400 240~00 1 RF-19E 31 0.3 1,3,5 . .c 49 Sand Road 242+50 247+11 It 2 4 461 242+50 1 RF-19E 29 0,3 1,3,5 !!J E 50 Sand Road 244+00 247+10 Rt 2.5 4 310 244+00 1 RF-19E 24 0.3 1,3,5 '1 . " 51 Sana Road 247+10 252+00 It 2-3 4 490 252+00 1 RF-19E 38 1,3,5 z , 52" Sam,t Road 247+10 252+00 Rt 2,5-3 4 490 252"'00 1 RF-19E 42 1,3,5 u ro 53 c :ffimd~Road 0 252+00 254+00 It 3 4 200 252+00 1 RF-19E 19 1,3,5 0:: . . , (' ~54 - S'Ir1lrRoad 252+00 254+00 Rt 3 4 200 252+00 2 RF-19E 19 1,3,5 '0 c ,- ..155 . "- SallO'Road 254+00 256+50 Lt 3 4 200 254+00 2 RF-19E 19 1,3,5 ro (f) L -'56 ~ SantH<oad 254+00 256"'50 Rt 3 4 250 254+00 2 RF-19E 23 1,3,5 C '" ..57 N Sana-Road 256+50 259+50 Lt 3 4 300 259+50 2 RF-19E 28 1,3,5 '';; '" c...> t:: <C :5' t \ ~ U c:;:> .~~ ~ . - (') '0' - .9- c"" Johnson County Project Number: STP-S-C052(67)--5E-52 'i Sheet C.OS :;; <.... . - ---. -. --- -~ --- ....-. '--~'---~ LONGITUDINAL SUBDRAIN TABULATION (CONTINUED) RELOCATION OF MAILBOXES TABULATION Location Longitudinal CMP, Subdrain Outlet, *Cfass 'A' Location Address No, Subdrain RF-19E or RF-22 *Porous Crushed StreetlD Station Side Remarks 1 Notes Line Depth Size length Backfill Stone Remarks Sand Road 113+50 It 4780 1 East Side of Road No. StreetlD Station to Station Side (Ft) (In) (Ft) Station No. Type (CY) (CY) Sand Road 117+75 It 4765/4777 2 North of Drive . . 58 Sand Road 256+50 259+50 Rt 3 4 300 259+50 2 RF-19E 28 1,3,5 Sand Road 123+80 It 4745 1 South of Drive 59 Sand Road 259+50 262+50 It 3 4 300 262+50 2 RF-19E 28 1,3,5 . Not a Bid Item Sand Road 159+90 It 4610 1 East Side of Road 60 Sand Road 259+50 262+50 Rt 3 4 300 262+50 2 RF-19E 28 1,3,5 Sand Road 165+50 It 4589 4 South of Drive . 61 Sand Road 262+50 265+50 It 3 4 300 265+50 1 RF-19E 28 1,3,5 1, County will Sand Road 169+00 It 4569 1 North of Drive 62 Sand Road 262+50 265+50 Rt 3 4 300 265+50 1 RF-19E 28 1,3,5 mark locations Sand Road 176+50 It 4555 1 North of Drive 63 Sand Road 265+50 268+00 It 3 4 300 265+50 1 RF-19E 28 1,3,5 in the field prior Sand Road 177+50 It 4552 1 East Side of Road . 64 Sand Road 265+50 268+00 Rt 3 4 300 265+50 1 RF-19E 28 1,3,5 to placement of Sand Road 189+00 Rt 4535 0 Outside of Project limits 65 Sand Road 268+00 271+00 It 3 4 300 268+00 2 RF-19E 28 1,3,5 subdrain, Nursery Lane 2001+80 Rl 4201 1 South Side of Road 66 Sand Road 268+00 271+00 Rt 3 4 300 268+00 2 RF-19E 28 1,3,5 Sand Road 206+00 It 4454 1 East Side of Road 67 Sand Road 271+00 274+00 It 3 4 300 271+00 2 RF-19E 28 1,3,5 2. Cap upstream Sand Road 209+90 It 4445 1 Middie of Drive 68 Sand Road 271+00 274+00 Rt 3 4 300 271+00 2 RF-19E 28 1,3,5 end. Sand Road 214+25 It 4431 1 South of Drive 69 Sand Road 274+00 277+00 U 3 4 300 277+00 2 RF-19E 28 1,3,5 Sand Road 222+75 It 4394 4 North Side of Dr:!~ 70 Sand Road 274+00 277+00 Rt 3 4 300 277+00 2 RF-19E 28 1,3,5 3. Depth below Sand Road 236+00 It 4236 / 4228 2 East Side of Road 71 Sand Road 277 +00 279+74 It 3 4 274 279+74 1 RF-19E 25 1,3,5 edge of Slab. Sand Road 236+00 It 4222/4216 2 East Side of Road 72 Sand Road 277+00 279+74 Rt 3 4 274 279+74 1 RF-19E 25 1,3,5 Sand Road 236+00 It 4344 /4246 2 East Side of Road 73 Sand Road 279+74 281+39 It 3 4 165 279+74 1 RF-19E 15 1,3,5 4. Depth varies, Sand Road 242+50 It 4320 1 East Side of Road 74 Sand Road 279+74 281+39 Rt 3 4 165 279+74 1 RF-19E 15 1,2,3,5 Maintain 0.5% Sand Road 248+50 It 4304 1 East Side of Road 75 Sand Road 281+39 284+00 It 3 4 261 281+39 2 RF-19E 24 1,2,3,5 slope min. Sand Road 277+10 It 4213 1 South of Drive 76 Sand Road 281+39 284+00 Rt 3 4 261 281+39 2 RF-19E 24 1,2,3,5 77 Sand Road 284+00 287+00 It 3 4 300 284+00 2 RF-19E 28 1,2,3,5 5. Refer to Total 29 78 Sand Road 284+00 287+00 Rt 3 4 300 284+00 2 RF-19E 28 1,2,3,5 RF-19C Mailboxes shall be placed In a temporary location during construction to insure that 79 Sand Road 287+00 290+00 It 3 4 300 287+00 2 RF-19E 28 1,2,3,5 normal postal service is maintained throughout the duration of the project. 80 Sand Road 287+00 290+00 Rt 3 4 300 287+00 2 RF-19E 28 1,2,3,5 81 Sand Road 290+00 294+00 It 3 4 300 294+00 2 RF-19E 28 1,2,3,5 82 Sand Road 290+00 294+00 Rt 3 4 300 294+00 2 RF-19E 28 1,2,3,5 ..., = 0 = .r- Total 32,726 103 ~O c:> 1"'1 II y.;:::j n / - r-l--- N ,-- PAVEMENT MARKING SYMBOLS AND LEGENDS TABULATION ~'C-' w \ ~ -, , rr /r' ~ ~ ~ V ~m~ ~~~~~ ~~l' ~~~~~l ~I~ :::--",-rI :: \' Road Location '" ~ ~ 5::D ~ Identification S> => Remarks ~;;K, C? :;; Z << Station Side II J;> - '" CfJ '" <0 Sand Road 279+90 Rt 1 . '? Sand Road 279+60 Rt 1 ~ '" Sand Road 279+30 Rt 1 0 Sand Road 281+15 Rt 1 0 N N Sand Road 281+15 It 1 ~ Sand Road 281+45 Rt 1 '" 0 Sand Road 281+45 It 1 0; ~ Sand Road 281+75 Rt 1 '0 '" Sand Road 281+75 It 1 0 u , '0 C '" Total ~ 4 2 3 m Q; ~ .c m :c ~ 15 z , '0 '" 0 :. 0::1 '0 C ro (f) 'E '" 'in " :9 m 13 " '" .9- Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet C.09 ~ n - " . . . 1104-5A LIST OF STORM SEWER PIPE 1104 581 LIST OF INTAKES AND UTILITY ACCESSES I 06-'5-93 I 07-16-91 ] " TYPE OR FORM BOTTOM LOCATION ClASS PIPE LENGTH SLOPE FLOW LINES GRANUlAR PIPE NUMBER LOCATION STANDARD GRADE WELL NOTE LINE DIAMETER OF LINE INLET OUTLET OTHER BACKFiLL PROFILE NOTE ROAD PUIN Elev. Elev. NUMBER From To "0" ~ SHEET NO. ""'" r", Elevation Elevation Elevation T." " 1 1 STA. 290+00 25.5' LT RA-40 652.71 648.71 I Po'l 1 2 20000 12 51 0.50 649.02 648.76 0,13 1 2 STA. 290+00 25,5' RT RA 40 652.71 648.56 . I P-2 2 4 20000 12 294 0.73 648,56 646,40 0,13 I 3 STA, 287+00 25.5' LT RA-43 650.35 646.35 1 P-3 3 4 20000 12 51 0,50 646,66 646.40 0.13 I 4 STA. 287+00 25.5' RT RA-43 650,35 646.20 1 P-4 4 6 20000 15 292 0,64 646.20 644.32 0.13 1 5 STA. 284+00 25.5' LT RA 70 LO=12' 648,25 644.25 I P-5 5 6 20000 15 51 0.50 644.58 644,32 0.13 1 6 STA. 284+00 25.5' RT RA-43 648.25 644.12 I P-6 6 8 20000 18 262 0.54 644.12 642.71 0.13 1 7 STA. 281+30 25.5' LT RA-70 LO-12' 646.90 642.90 I P 7 7 8 20000 15 51 0.50 643,23 642.97 0.13 I 8 STA. 281 +30 25S RT RA 43 646.90 642.51 1 P 8 8 10 20000 18 148 2.31 642,51 639,09 0.13 I 9 STA.279+74 25.17' LT RA-43 646,13 634.87 1 P-l0 10 9 20000 36 51 3.37 636.79 635,07 0.13 1 9A 5TA. 30+44.37 19.5' LT RA-43 646.82 642.82 1 P-9 9 9C 20000 36 54 0,20 634.87 634.76 0.13 1 9B STA. 30+44.37 19.5' RT RA 43 646.82 642.32 I P 9A 9A 98 20000 12 39 0,50 643.13 642,93 0,13 1 9C STA. 279+ 74 85.50' LT RA 50 MOD 646.32 634.56 1,5 P-9B 98 9C 20000 12 54 0.50 642.73 642.46 0.13 I 90 STA. 280+00.86 406' LT RA-50 MOD 645,74 633.72 1,5 P-9C 9C 90 20000 36 318 0.20 634,56 633.92 0,13 I 9E STA. 277+27.14 727.20' LT RF -3 36" DIA 632.88 2 P-9D 90 9E 20000 36 420 0,20 633.72 632,88 0.13 1, 2 10 STA. 279+74 25,5' RT RA 43 646.12 636.79 1 P-l0A lOA 10 20000 24 160 0.20 637,31 636.99 0.13 1 lOA STA. 278+09 36' RT RA 50 647.27 637.31 I Po'll 11 12 20000 12 42 2,00 643,80 642,96 0.13 1 11 STA. 276+96 15.9' LT RA 43 647,80 643.80 I P 12 12 IDA 20000 12 108 1.00 642.76 641.68 637,51 0.13 I 12 STA. 276+96 25S RT RA- 43 647.51 642.76 I 13 STA, 271 +00 20S LT RA 40 647.73 643.73 I P 13 13 14 20000 12 41 0,50 644,04 643.83 0.12 I 14 STA. 271 +00 20.5' RT RA-40 647.73 643.63 1 P-14 14 16 20000 12 294 0.50 643.63 642.16 0.12 I 15 STA. 268+00 20.5' LT RA 43 646.23 642.23 1 P 15 15 16 20000 12 41 0,92 642,54 642,16 0.12 1 16 STA. 268+00 20S RT RA-43 646,23 641.96 1 P.-16 16 21 20000 15 242 0.54 641.96 640.65 0,12 1 17 STA. 259+50 20.5' LT RA 40 647.98 643.98 1 P-17 17 18 20000 12 41 0.50 644,29 644.08 0.11 I 18 STA. 259+50 20.5' RT RA 40 647.98 643.88 I P-18 18 20 20000 12 294 0,50 643,88 642.41 0.11 I 19 STA. 262+50 20S LT RA 43 646.48 642.48 I P 19 19 20 20000 12 41 0.50 642.62 642,41 0.12 1 20 STA. 262+50 20.5' RT RA-43 646.48 642.21 1 P 20 20 21 20000 15 292 0,53 642,21 640.65 0.12 I 21 STA, 265+50 20,5' RT RA- 43 644.98 640.45 1 P 21 21 22 20000 18 41 0.51 640,45 640,24 0.12 1 22 STA. 265+50 20S LT RA-43 644,98 640.04 1 P-22 22 22A 20000 24 215 0,60 640.04 638.75 0,12 I 22A 5TA. 265+50, 239.50 LT RF-3 24" OIA 638.75 3 23 STA. 254+00 20,5' LT RA-40 648,23 644.23 I P-23 23 24 20000 12 41 0.50 644.54 644.33 0.11 1 24 STA. 254+00 20.5' RT RA 40 648.23 644,13 I P 24 24 25 20000 12 195 0.80 644.13 643.16 0,11 1 25 STA, 252+00 20S RT RA-43 647.23 642.96 I P-25 25 26 20000 15 41 0.50 642.96 642.75 0.11 1 26 5TA. 252+00 20.5' LT RA-43 647.23 642,65 1 P-26 26 26A 20000 15 230 1.15 642,65 640.00 0.11 1 26A STA. 252+00 254,50' LT RF-3 IS" DIA 640.00 4 STRUCTURE NOTES STORM SEWER PIPE NOTES 1 CONCRETE FILLET REQUIRED 2 END OF 36" DIA. APRON WITH APRON GUARD, PROVIDE RF -14 TYPE I CONNECTIONS 1 ALL STORM SEWER PIPE SHALL HAVE BELL & SPIGOT JOINTS WITH O-RING GASKET JOINT (ASTM C 443) FOR APRON AND lAST TWO PIPE JOINTS. INSTALL 50 TONS OF REVETMENT 3 END OF 24" DIA. APRON WITH APRON GUARD, PR0V10E RF -14 TYPE 1 CONNECTIONS 2 ALL STORM SEWER PIPE SHALL BE TIED FOR THIS LINE FOR APRON ANa lAST TWO PIPE JOINTS. INSTALL 50 TONS OF REVETMENT 4 END OF 15" OUl. APRON WITH APRON GUARD, PROV1DE RF-14 TYPE 1 CONNECTIONS FOR APRON AND lAST TWO PIPE JOINTS. INSTALL 50 TONS OF REVETMENT 5 IlARRELL SECTION SHALL BE 60" DIA. " "- " ~ .::( , N <- "2: <P ,~~ (J (C'~ .d u.\ ?= , ~- \' I -'-" , C0 0-- , N . () --' T -' lL U 'r---4 W -'- p 0;: s 0 G_? _ C:::) ,-.0 - ,~-~- ~-~ Project Number: STP-S-C052(67)--5E-52 SheetC.10 Johnson County -.------ -- --- - POLLUTION PREVENTION PLAN 110-12 POLLUTION PREVENTION PLAN 110-12 POLLUTION PREVENTION PLAN 110,12 . - 02-23-93 02-23-93 02-23-93 . , All contractors / subcontractors shall conduct their operations in a manner 2, CONTROLS 5, INSPECTIONS that minimizes erosion and prevents sediments from leaving the highway right-ol.way. The prime contractor shall be responsible lor compliance and At locations where runoff can move offsite, silt lence shail be placed along Inspections shall be made jointly by the contractor and the contracting . implementation 01 the Pollution Prevention Plan (PPP) lor their entire the perimeter 01 the areas to be disturbed prior to beginning grading, authority every seven calendar days and after each rain event that is contract. This responsibility shall be further shared with subcontractors excavation or ciearing and grubbing operations. Vegetation in areas not one-half inch or greater, The contractor shall immediateiy begin corrective whose work is a source 01 potential pollution as defined in this PPP. needed for construction shall be preserved. As areas reach their final grade, action on all deficiencies lound, The findings 01 this inspection shail be additional silt lences, silt basins, intercepting ditches, sod fiumes, letdowns. recorded in the project diary, This PPP may be revised based on the 1. SiTE DESCRIPTION bridge end drains, and earth dikes shall be instailed as specified in the plans findings 01 the inspection. The contractor shall impiement ail revisions, All andlor as required by the project engineer. This will include using silt fence corrective actions shall be compieted within 3 caiendar days of the This Pollution Prevention Plan (PPP) is for the construction on the Sand as ditch checks and to protect intakes, Temporary stabilizing seeding shall inspection. Road beginning approximately 150 feet North of the intersection of Sand be completed as the disturbed areas are constructed, If construction activity Road and 480th Street to appoximately 1600 feet North of the Iowa City is not pianned to occur in a disturbed area for at least 21 days, the area 6. NON-STORM DiSCHARGES Corporate Limits. The construction includes replacing a 30' x 28' Concrete shail be stabilized by temporary seeding or mulching within 14 days. No Slab Bridge with a 40' x 70' inverted T Bridge, Extending a Twin 10' x 8' x more than 750,000 square feet of exposed erodible area is allowed in any Non-storm discharge includes subsurface drains (I.e, iongitudinai and 61' RCS, Grading and Portland Concrete Cement Paving, one grading spread without permission of the project engineer. Other standard subdrains), slope drains and bridge end drains. The velocity of the stabilizing methods shall be used outside the seeding period, discharge from these features may be controlled by the use of patio blocks, This PPP covers approximately 42 acres with an estimated 42 acres being Class A stone or erosion stone. disturbed, This work shall be done in accordance with Section 2602 of the Standard Specification, If the work involved is not applicable to any contract items, The project is located in an area of 6 soil associations (Sparta, Lawler, the work shall be paid for according to Article 1109,03 paragraph B, Waukee, Coland, Perks.Spillville, and Bolan), As the work progresses, additional erosion control items may be required as The estimated runoff coefficient 01 the project site after completion will be determined by the engineer after field investigation. These may be items r-' 0.40. such as sod flumes, ditch checks, rock outiet protection, letdown structures = 2 = and other appropriate measures, which shall be installed by the contractor .c" Cl Refer to the project pians for iocations of typical slopes, ditch grades, and as directed by the engineer. Johnson County will complete the construction ",-0 r'1 --n \>-< C' major structural and non-structural controls. A copy of these plans will be on with the establishment of permanent perennial vegetation on all disturbed - ~ ....-, -< -- N r-- Iile at the project enginee(s office, Runoff from this project will fiow into areas. (j 0) :::=\C' rr Snyder Creek and an Unnamed Stream, which flows into the Iowa River. -:.~ ' l 3, OTHER CONTROLS - C;:, ~ C --.:] POTENTIAL SOURCES OF POLLUTION: g~ OJ Contractor disposal of unused construction materials and construction :z: Site sources of pollution generated as a resull of this work relate to sills and material wastes shall comply with applicable state and local waste disposal, :P- o: sediment that may be transported as a result of a storm event. However, sanitary sewer, or septic system reguiations. In the event of a conflict with this PPP provides conveyance for other (non-project related) operations. other governmental laws, rules and regulations, the more restrictive laws, These other operations have storm water runoff, the regulation of which is rules or regulations shall appiy. beyond the control of this PPP. Potentialiy this runoff can contain various pollutants related to site-specific land uses. Examples are: I APPROVED STATE OR LOCAL PLANS: Rural AQricultural Activities: During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. When such situations are Runoff from agricultural land use can potentially contain chemicals including encountered, they will be handled according to all federai, state, and locai herbicides, pesticides, fungicides and fertilizers. regulations in effect at the time. Commercial and Industrial Activities: 4. MAINTENANCE Runoff from commercial, industrial, and commerce land use may contain The contractor is required to maintain aU temporary erosion control . constituents associated with the specific operation. Such operations are measures in proper working order, including cleaning, repairing or replacing subject to potential leaks and spills that could be commingied with runoff them throughout the contract period. Cleaning of silt control devices shall " from the facifity. Pollutants associated with commercial and industrial begin when the features have lost 50 % 01 their capacity, activities are not readily available since they are typically proprietary. , I Johnson County Project Number: STP-S-C052(67)--5E-52 I Sheet C.11 --- '-......... I Bench Marks / ~i I -........... Sec. 2, T-78N, R-6W -........... Pleasent Valley Township 8M #8: RR. Spike in p'p, 48'll. I -........... Station 110+35, Elev. '" 652.26 I D. FOUNTAIN Station 117+19 Lt. ! D. FOUNTAIN ""~eU"'~~_e."'u ~~. DALTON / D. FOUNTAIN Contractor to fumish and " I 0 l721+53,EIov.=640.53 IJ I" . . place 15ft x 78' eMP "- two (2) a FO \b 0 ! Station 111+72lt. \ . 75'@ 80'@ ~ 1); 7'~ \ \ +00 +50 I ~ II; . . Drive UAC proposed_ o 60'@ 0 85'@ I I" -.-l \1); ~ - ~ +50 +50 I I , . ~ . 0', $ 0 ,.- - N ~ ~ 11,8 @ '" ~-- ---- -----.. -l I 1 ...B .\-1- ~ ~ ~ ~ ) \ - 'i.' . ~ '" 't' - -'" ~ " ~ + . , w + ------= - 0 ~ . I + - I-- ~ , co .. -G- --G + ~ ~ r~ . ,/ 54.4' ~ ~ /\ !. r . 0 - --- +51 - ) y (1); - ) / / 0 0 0 LEGEND (-&; (;; SORENSEN 5' I / If; . Silt Fence ;$/ . cY CURVE #2 / CURVE #1 1 - 20' 44' 29' Rt I-S"03'41"Lt Da = 0" 55' 13" SORENSEN ~ Silt Basin I SEDLACEK T" 366.01 T=275.18 R"6226.18 I l = 724.01 ~ L = 550.00 C = 549.82 Rock Ditch Check MSE = 3.30% SCALES: Station 112-+16 Rt. MSE :: 0.0% PC 118+12.33, 583999.2866N, 2183887.4181E 1"=10o/HOR Drive UAC PC 107+02,71, 582971.4373N, 184304.2906E ~ Revetment PI 121+'/8.34, 584335.3711 N, 2183742.4650E I PI 109+77.89, 583232,7456N, 2184218.0269E Sec. 2, T-78N, R~6W PT 125+36.34, 584701.0087N. 2183725.9310E I 1" = 10' VER PT 112+52.71, 583485.4247N, 2184109.0465E Pleasent Valley Township 00 00 a a 00 00 00 o a a a 00 00 00 00 00 0 ~~ C! C'! ~.q co o <0 o <0 <0 <0 L{) L{) L{)<O 00 vI'- o C> Oc> 0 00 00 co m ""':o::i l{').q. M ci ci to to N N "'-.: 00 cO ,....: om ~ 0 N 665 <0 L{) <0 L{) v'" '" '" v v '" v '" '" '" '" "'''' "" '" N N '" N '" '" '" 665 to to <D to to "" <0 <0 <0 '" <O<D "" CD CD <0 "''''' <0 <0 CD '" "" "" <0<0 "" 660 660 l = 684.00 K = 202.33 ..,. 655 E = '2.89 ... 655 "~ I() 0.S"8% + "! ...~ -..,. - '" v . ..,. -2.50% II 1I ... ... 650 "'> ~o '0; 650 - '" ~ 0 ~ UJUJ "'- 06 ui r--: "co uu -..,. . "'..,. > - 0.0. - '" ~ '" '" '1 "r--: ~ >> " " II 1/ 645 r::...::r. <( 0. "" ...,. ~ :i . '" > 645 t; ~. -'" " -:--:- ',", f-~ '!"'".lD. QJ "1' . (1) l1J" 1~N . _ '" " " ~ . f- f- ><'" "'> 0.0. t Ln ., ::> UJ'" -liso% 0.0. ~co ",c..C f--' . > > "- " UJUJ 640, >""- . Cc -' 0> a. '0. 0 '- 640 ~ ..,. " . 1, __ , ~ - - w..... ':::1 >-' "'- '" L - 34 .00 UJi u DO. + K = 14 .39 ot:: UJ> '" ~ r g; C'") 'e-=, .00 63if N '- U II cD 635 <J ;' <:(. .;o.~ .~ - u.J 03 QJ " 0 1:L~ " -'T" ..:.: M ,..e"" 630 c.:::'J " > 0-....... "'", :> ~ ==; 630 = '" . '" . v v I'" I .e--; f- " f- " : "'> O-::J 625 o~ 625 <!JUJ ZUJ ~ co N L{) '" N I'- 0 0 co v r- co I'- '" '" '" co ~ N m ~ r- '" en v '" ~ N ":>,,, ",!", U') 0 ": '" N ..,. co _ v... CC!~ ~~ N ... "'!- ........ m '" I'- '" '" '" 1'-0 m", <<:J: ~ 0... r--;", !"-:lD U') "" ":,,, N", ~ '" N'" NN ",N '" "" ",0 '" " ~ <<:: ..--:~ o . o . cri f>..: 00'" r-'" <0 ... ori ~ '" "! N .., ..--: I.l':'! ~ . .,...: ... 0'" o ..,. 0'" ON o .., 0 '" U')"" <0"" Ln '" L{)"" <0 "" <ON <ON U')- U')- U')O va> V '" v'" '<1' '" v'" v ..,. V'" '" N "'- V - '<1' ~ v - v - ... - v - v 620 :2 "':2 <0:2 "':2 "':2 <0:2 "':2 '" :2 ",:2 ",:2 "':2 <0;$ "';!; "';!; "';!; "';!; '" ;2; <0;2; "';2; <0 ;Z <0;1; <0;1; "';2; "" ;2; "';2; ",;2; '" 620 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet 0.01 ---....---- .n_' --~._- ._..~ ..."-_. - - _.-~ -. ....- . - .".. ....".- "... ,-., "-'."' -- .---- ___.._.._... .......n_ ..---- -~. --- ----- --'0 ~ - --- .--..- --.- . u.., .'- .-- Sec. 2. T-78N, R-6W Benchmarks J ~ I. Station 124+13 Lt. Pleasent Valley Township LEGEND BM #10: R.R Spike in P.P. 43' Lt. O. Contractor to furnish and I Silt Fence Station 135+~O, Elev. = 641.02 c:: place 18~ x 50' eMP with I ' . Z of I two (2) aprons. ~ Silt Basin ~ I ~ 11II WINBORN I Rock Ditch Check . , r 0 0) . I Ilsf@ 0) I ( Station 129+59 Lt. ~ Revetment 0 " 0) Q Contractor to furnish and WINBORN Station 137+50 J 138+00 I 1+ 1 .... . I/> o place 18" X 60' CM? with Contractor to fumish IT, m 0 . 75' two (2) aprons. 24" x 62' RCP with to !1. " Proposed_ROW r\ .+it."'0, \ Contractor to J aprons. ;;:; ~ ~' "'--- ~ construct a dry fil . . '" Proposed_ROW g \+20 oo Proposed_ROW 65'@ I -"- '" 65'@ - -............ ~ Proposed ROW +00 . .c: - /.lJ 0 w... - - +78 ~ I Proposed RQl , , ~ , 'i' , ~ --. ~ " " ~ '" ;:: ~ " + ~. ---- " -; w... " " 0>- w... ~~ " " + w... -"'- " ,r--, ~ ~ v v V ~ '. " " + -"'- - '-.. ..,...~ v v V v v ..rv v _v v v v - " 0 + ~ l{i " ~ .v -"'-~ v v c I ~vv~ fl. ~ 80'@ Proposed_ROW ;( ;, - ~06 80'@ - - +00 '"\1 1/ 70'@ -S5.9'@ - 1. 'f,1:) I +00 I +00 +00 ~O KELSO f! Station 137+50 Rt. 0 ') ^ ^ II Station 132+38 Rt. conlractof\OfumiShland ~ f'::=, ! I Contractor to furnish and KELSO place IS" x 82' CMPtitl1 0 "if'- l SCALES: place 186 x 72' CMP with two (2) aprons, / ~ \l 1" = 100' HOR ~ two (2) aprons. <7.~ rn - 'Y~ \" - 1"=10'VER Sec. 2. T-78N, R-6W I -Z.rv ,- Pleasent Valley Township n n 0J \.....n ~, \ 0 0 0 '" 0 0 0 0 0 0 0 0 0 '" LO 0 LO a LO 0 LO 0 LO a LO a LO a.dr-: :::p:o'~ 0 a "" I"- 00 C> (!) '" "" "" "" '" N ~ ~ LO 00 "" ~ ~ "" "" ": I"- '" C> '" a -(0' n\ -.-" C"1 .J ci N ci N ci '" ~ '" N '" N '" '" "" '" "" '" "" "" LO '" u'i " u'i u'i "" LO ccil.fi-~J'J.""cri-~ 665 '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" M '" '" M M '" M M '" M "')'7:' cP M 665 "" "" "" to "" "" "" "" "" "" "" "" "" <0 "" "" "" "" "" "" "" <0 <0 <0 <0 "" "" <O~. .. "" 1- .....;.-.- y- es:> 660 .. 660 655 655 I- - 650 0 0 650 ~ 0 ~ 0 '" ON 0 .., + :...? ~ '<:J: + "'. oo oo ~ oo N "' 0", " "> ~ '" " " ~ '" ~ " " ~ '" " " 645 .<( >- " " .<( >- - I- ~ '", > to -' I/>W I- -' W 00 U) W I- I- a. a. a:n: a. a. 0.2, % 640 ~1> 11 QL >> >> > > 640 .. ~~'. -0.14% 022% L = 2tO.OO ( . K=S6.72 1---:---. ~ ~ - - .......--~ 635 . E.= .09. ~ ~ I . ~ -' ..~. ~. ( - ~I ~ ~ ~ , - I--- ~ - ~ - ~ ~ - 630 , 630 , ~ 625 " a LO "" ~ ~ LO M LO to 00 a ~ '" "" "" - ~ '" ~ M ~ ;1) 00", 1"-", LO '" LO '" LO", ~ '" "" "' "" oo C!m ~.., LO .., ": .., "'<0 ~~ '" ~ a '" '" M o)~ '" .., ","1 ","1 '" '" 'M '" "' a'" ci M 0"' a'" .,...: tP: ~ o . '" . a. 0 ::;: " 0 " '" M '" M'" M '" ",e> ",,,, '" oo MOO Me> "" <To " oo "" ,,"0 ,,"0 "" ~ "" 620 to .., ",,;6 "";6 ""8 to;6 "" 8 "";6 "" M ",,;6 "" ;6 "" 8 ""8 "" .., "" ;Z; "";6 ",,;6 "" 620 '" '" '" '" 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 I Johnson County Project Number: STP-S-C052(67)--5E-52 I Sheet 0.02 Sec. 2, Ta78N, Ra6W 1 Benchmarks ~ Pleasent Valley Township LEGEND I 8M #11: R.R Spike in P.P. 47' U. I Silt Fence Station 147+49, Elev. = 642.64 I ~ Silt Basin ' . 138+00 ~ Contractor to furnish and place Rock Ditch Check 24" x 62' RCP with two (2) . . aprons. WINBORN ~ Revetment I WINBORN Station 150+90 Lt. , Contractor td furnish and . 65'@ prace a 15" t 68' eM? -Proposed_ROW +00 Proposed_ROW with two (2)16:::5 Proposed_ROW " '-~~ Q ProPosed_ROW (') . - -~~ Proposed_ROW rn 00 - ---.---- ~ Proposed ROW +00 ----. " .w... -<>- ~ """"" --,,- 1 ~ ~ - ~ - + :; ~ ~ ~ 0 0 ~' w ~ - f- +. 0 - . 0 + '" ~ - .... . 0 0 + 'l! .... ~ 0, , 0 "I! ~ + - ill 7 '" . + " '" )'.: 0 ;; ;~ '" """"" " - :J / ~ -5+4'@ y ;~ - 6~ ~osed ROW ;: ;( ~ +00 Pre~ed R0W :: +00 Pr<>posed RO'" - """"" "- ) I' 60'@ "---- +dy KELSO Station 150+90 Rt. KELSO Contractor to furnish and I / place 15" x 62' CMP with SCALES: toNo (2) aprons. 1" = 100' HOR 1" = 10' VER Sec. 2, T-78N, Ra6W Pleasent Va.lley Township a a <0 a <0 a <0 a <0 a <0 a <0 a a a a 0 <0 0 <0 a <0 a <0 a <0 0 <0 a to 0':) 0> ~ N ~ <0 N 00 <0 ~ CCl "": ~ 0> "': <0 ~ ~ 00 0':) <0 0 "! ,..., 0> "": '" ~ "., .,; '" .,; co <0 co <0 r-.: '" r- r- r- r- <0 r-.: 00 00 co co r- oo "- <0 r- r- <0 r- <0 r- <0 665 '" '" "., "., '" '" '" "., "., "., '" '" "., O? "., '" '" "" O? "., "., '" "., "., "., '" '" "" "" "" ~ to co co co co co CD co co co '" co co co CD CD CD co CD co co CD CD. co CD co CD CD CD CD I-- 660 660 C'? .~ N . 655 ro ~g 655 r-----c '"\. . :..-: J. ~ ...J -'- LLl! .... I """ .=- l c.: C'? uf = 650 650 : :""-1 "i l J..... W ~>- ~ LV 0 ;> = ~. L = 200 00 I~ ..=r ~ =.108 .34 ~ .c:-;). I I = E = -D. 5 c.... 0.03% 0.22% 0.0.3% 640, 640 -5 =- - - - - = -1- - - 0 - -0 - j--- ----= 1635 =-. ~ - - 0 "'" '" ~ 0 M . 0 g;. 0 o. .0 + '0 0 + O' :; + M N :; N N .,. .,. ~ ~ ill .,. .,. ~ '" " " ~ill " " " " 630 <(> <( > <( > 630 ,... ..J rn ill ",ill U U c:a:: ,... ,... , a. a. a. a. I > > >> > > 625 ~ ~ co r- 0> 00 <0 0 "., CD Q) ~ '" r- 0 "., CD 0> ~ "., ~ <OM ,..., '" co N ~ ~ q .,. q ~ q M q 0 ..... '" ~ ~ .,. "! ill N '" N '" "! '" "" <0 ~ ~ ~ ~ ~ " ~ '" ~ '" N '" N '" N ~ N ~ N '" N 0 N q N q N~ N '" N ": N '" :; '" ~ '" :; '" '<t ~ ". :; '" :; '" '" <t - '" N <t N <t N '<t - <t - '<t N ..,. 620 .,. co CD;g co co .,. CD ;g CD co co .,. co .,. co ;g co ;g co .,. CD .,. co;g co;g co ;g co 620 '" ill ill ill ill ill ill ill '" '" _.1 38+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 1 53+00 I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet 0.03 -~- -- - __ __ -.0_. ___ ~ Sec. 2, T-78N, R~6W Benchmarks I LEGEND Pleasent Valley Township 8M #12: R.R. SPtk~ in P.P. 14' Lt. f I Silt Fence Station 159+02, Elev. - . 0 CURVE #3 . I ) I . - WJ SiltS.sin '"12"57'15"1l D."1"25'57" 8tat,on162:35 WINBORN /- ~ T = 454 12 R = 4000.00 Contractor ,0 construct ~ (~ . 70' X 42'_8M Jnverted T . I I Rock Ditch Check l = 904.36 C = 902.44 Bndge on a O. skew. U Station 164+58 Lt. -, \ 1]0 ... .. MSE:::: 3.10% Contractor to fumish and \ ( WINBORN ~ Revetment PC 152+17.87, 587379.7928N, 2183604.7969E Sl.tion 160+02 U. \ ~~L10Q' place a 18" x 60' CoM? \J I I I ~ PI 156+71.98. 587833.4469N.2183584.2828E Contractor to furnish and if 10Q'@ +00 with two (2) aprons. ~~~ I ;!f PT 161+22.23, 588270.9570N, 2183462.5953E place a 18" x 122' CM? 6 "' n I Od, d R0W- . en with two (2) aprons. '\l V l' +. . . ,I p~ :-- 0; d ROW \? )If) I D. ~ =- H' ~:g~@ ~~~ ~~~ I-propose - y ~ ~ \ ~ ,\~I --. -= ..c....-~ . . J;'-=--_ /~ __j""""T'_;;; ~ .'" ~ ~- + 0 --=----~-s~'f==-~ Q ...0:> ~ N ~ I _+ 0 ....Ji.l, .... .~ """"" '" 1.1 -=." - ~~ " 1 -~-, - ______ - ,MI O'l? --- ~(C-A. {J'l - -- __ -"' ctJ ~-A. \ 0 ~-_ ,- 'i! _:-- - <A- - ~ . ::, ~ ~ ~ '" ~ r " g ~ ",' "" 'y ~ + 01........... CJ\ (5'1 _ _ - "'-'~ - ... _ 0> 01 ~ to _ :+J\. -=. ,..., . 0 ~ L + ,; ~d - ~ WY ~ \ ,II 55'@ = SSI 0' '0 --- ----.:-- r' - .----" L+. ~ ~ - c::;:> =-=- -=-- - - - =---...... -- '" to /1 . 6.J..- - -=- - . ~. , <0 ,=' -----==--...- '.' " /' -;- ~ '" -;:J 9 '@ )O.:~ ~ 11 +-0 - -- ----- Pro~ - '. W I o ~- roposed_Rew- -"'-'-, >- 5 .-j G III 80'@ ~ 90' I '"'- r ;po '_. +00 . . +00 ~ . I I -y ::r: U o . Et I I Station 160+02 Rl. , f :::) ~ 0:> ~ 114610 0 I I Contractor to furnish and >-: .. SCALES: WINBORN . r;y 1)- place a 18" x 138' CMP Y 6 k! I );>- \. v I ~ WIth two (2) aprons. o@ I W 1" = 100' HOR I I' WINBORN 1" = 10' VER Sec. 2. T-78N, R-6W I Pfeasent Valley Township II , ~ O~ O~ O~ o~ O~ O~ O~ 00 00 00 00 00 00 00 0 ~ MOO O~ ~N ~m ~~ roM ~o NO 00 00 ~o 00 NO ~o 00 ~ ~w w~ ~ID ~~ ~~ v~ ~~ ~~ MN ~a ~~ ~M ~~ ~oo ~ 665 C') (V) M C"? ("') C'1 C"') M C0 M C") ("') C"') M C"') C"? ("') C") ('f) N C") C"? ("') C"1 M C"') M C"1 C") C"? 665 ~<O <Dc.o '-Om <DCO <0<0 ~c.o cpco co to cpm <0<0 coco coco com coco <0<0 cp~ 660 660 655 ( 00 I 655 800 q 0 g I oM:; ~o go 6 Oco 'ft!':! ot2 +~ ;~ l()~ ~~ 650 5!i ~ 6 N g ~ ~ ;;!; ~ N ~ ~ 650 "III ..... to III" II It ...... m 11 II <> \l 11 .::(> L=150:00 <!> II JI <c> ~u1 ~~ t?ILd K=149.33 ~Ld ~~ t;;u:J 645 u i u ~ ~ h: l- E :: -0.19 a: rr ~ ~ I- l- 645 I I %Ig;' .~ g:. "> g; 0'.50%" -0.50% "> >" 'g:~' g; g;. ~ I .~ I ~ cr. r~ . I ~ . '1' ~ ~oo~a30 ~O%~ j...------- -0.50%' 0.03%T 640 . ~ - . .. ,- . . 640 . . ~m' g,eo -+ . K 12.06 . 0 0 b K 188".56 . E-O.06 . C! c:. 0 E=.o.07 -f- ~ I--- g LD ~ ("'J P LD --=- ~ . ~ - .. .. -:-:-------r=. - = . ~F . ",'- . . . ~.~. 82 ~~ . ./,...:::C ~ ~ ___ ~ w ~ w ~ ~ ~ ~ . 'U~!llI l.Lu ~ ~ --~~. ----~:J 630 (f) W (f) W' r UJ 630 'I I a. a. a. a. : :> > > >. J> > ~ I I ~ ~ v ~ 0 M ~ m ~ ~ ~ 0 M ~ m ~ LD ~~ ~M MN ~~ ~~ ~o ~N ~ro ~~ ~N ~~ ~~ ~o ~~ ~ . N~ N~ N~ N~ N0 N~ N~ N~ N~ N~ N~ N~ Nq Nq N N vN ~N vN ~N VO ~m ~~ vN VO ~~ vN vC'1 vC'1 ~~ v 620 ;g co ~ (0 ~ <0 ;'b CD ;g <0 ;g (,0 fci co f3 ~ ;l; co ;g ~ S <0 (b <0 ;'b ~ ;g to ;'b to 620 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 I Johnson County T Project Number: STP-S-C052(67)--5E-52 Sheet D.04 ------ I Sec.35, T-79N. R-6W ~ Benchmarks / ________ ~ KROEZE FAMILY L C I East Lucas Township I ' BM #13: R.R Spike in P.~. 116' Lt ~ Station 176+17. Lt. ~ Station 171+49, Elev. = 643.52 _________ nl fC:\ C. KROEZE contractor;;~o ~ rn~ish and ~ / n / /. 0 . 8 v J!; place a 15" x 'eMP , . . / / ~ (I I 8 >t 8 . ;0 with two (2) r4Qons. .~~ KROEZE /" - sG#on 166+?-7 U I V:J iii I C6ntractort furni', knd Stalion 168+55 Lt . f'7 Station 172+50Lt ::: ~ FAIII,IILY L C I ~ place a 15" 80: 6J"P I Contractor to furnish and ::0 Contractor to construct a ! ~/" . ~8 U with two (2);'pronf,'1I place a 15" x 64'CMP . . "" dry fill. SMITH ~ I;'J I I U V, / with ~o (2) aprons. -^ A ^ ^ A A' ^ ^ ^ ^ ^ (T:fiJ"i\.... ~ 65'@65'@fii55'@ I I 5g.@ II 0 _~ . A A ^! ~ I f4SSs I'''' +60 +00 I .,00. ~ d R0W +4111; - - - : =oL' " I J '" \.., ~p(~ - ---C:) . j l . 50'@TD.G ~ 50'((;) "u. ~ "- ^ . . \ - '''"~ ~ .. - ~ ~ __ <0. ........... , ..... y -..lo....-- a ->. ........... ~ ~ ~ :::J ..:;;r- -..j::'! ./ -..I U1 OJ ":j ~ ~ O'l ~ ~ I~ t -c ~ o-c- a -.; ,; __0 '" I g 0 -.:; Q r----;;. 0 r Q , '" ~ . --" "":'. r / - '. (I ~ ..... .';:'<1- - 1. ..J -\ I Q iO! -;:.::-. ~ PIm>' 55'@ ,;L +00 // ,00 . Station 172+39 Rt ~ '-t .. II >J\:: <- GEND Cpntractor to construct a . . ~ I !i LE I . dfyfilJ. < VI I v, I Silt Fence ./ Stati n '77+46 Rt 0 II !;) " Contiattor to furnish a ct ......-; CZZJ Silt Basin A. KROEZE / A. KROEZE place a 15" x 58' CMPcr / I I with two (2) aprons. m Rock. Ditch Check SCALES: III 1" = 1 00' HOR ~ Revetment / I I 1" = 1 0' VER 5ec.35. T-79N, R-6W AJ KROEZE / East Lucas Township / ' o 00 00 00 00 00 00 00 00 00 00 00 0 0 0 o roM ~~ ~m ON m~ N~ NOO m~ mN ~m OW M 0 ~ 00 ~~ 0000 roro mm mm Om om mm mm moo moo 00 00 ~ 665 C") ("j M ("j (") ('f') C0 CO') CO') ("j ("') ..q- M ..q- C'i M ("') M C') C'? t") C0 t") C"1 C") ('f) 665 i---<D CD CD tom to CD (,QC,O (D<O C,O(,O <DCO <0 CD to CD <D<D WID tL? to CD ---=--=---=- . 660 660 ~ ~ M W '" N S: '" 650 CO '0. ~ ~ ~ 650 F'\ ._ (L1= ~.,. [l!--J: ~ Lq ~ L = 300 00 ~ ~ ~. ~> 645 Ji . 01- K=_412 09 I- ~ 645 1-" ~.. O. .E.-,O.? cnw I---- - ; ... c: r 0.03% ~ 0.03% I G.7~o- ~ ~ 640 - ~ C ~ . ~ ..c......... _-...J.-...------ ---.::: ~ 640 -.g - _ . ... ~. .u./U% - . ~ 0 --~ ~ ~ go. 635 ~ ~ g g;; . ~ 635 ~ ''''IN. .+ .. .LO;Q. I"-- v r-- M + ......~ ~m ~v ro~ II II "... (0 r-- <:t ~ I It II "... (0 ,.. <( > <t.::> It II 630 ~ 1 uj C; ~ ~ > 630 UI~ ww 0.'10- a... a. I- I- :> > >:> a... a... : > > ~ 625 ~ ~ ~ 0 M CD m ~ ~ ~ CD ("j ("j ~ ~ 0 ~ N v or-- L.() ~~ ~N ~~ ~"... ~r-- ~~ oo~ ~N ~rn ~N ~r-- ~"... ~o ~"... ~m ~"... NL.() m~ ~N ~ ~ N~ N~ N~ N~ N~ Nq N~ N~ N~ N~ N~ N~ N~ N. ~~ ~~ ~~ o~ o~ 0 M ~N ~o ~- ~N ~"... ~N ~N ~_ ~m ~N ~M ~~ ~~ ~M ~N ~_ ~m ~r-- ~L.() ~ 620 ~ to ~ CD ~ CD ;g (Q ;1; c.o ~ <D ~ co ;g \.0 $ <0 ~ <o;g CD;g to (b <o;Z to ~ <0 {6 <o;b <0 g c.o ~ c.o f3 co 620 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 I Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet 0.05 '-..... / Sec.35, T-79N, R-6W Benchmarks / I ~ CURVE #4 /" East Lucas Township LEGEND 8M #14: C P 10382' Rt ~" 1= 18" 31'18" Lt Da = 3" 28' 21" Station 186+62, Etev. = 639.22/ / ..... T=269.04 R=1650.00 KROEZE FAMILY LC / I Silt Fence o . L = 533.39 C = 531.07 / MSE =: 5.4% Silt . C:' . ~ PC 179+53.44 590035.1962N,2182971.8961E . / ~ BaSin 0tat,on 193+00 Lt. I ' ./" ~ Contractor to furnish an " Pt182+22.48, 590294.3971N, Z182899.B029E Rock Ditch Check J. CAMPBELL place a 15" x 64' CMP I " ~ ~ .~T 184+86.B2, 590517.2709N, 2182749.1052E ./' d 0 .th tw (2) 7 I ,S'~ / . ~ .' / WI 0 aprons. I v v v- 0 Station18~+70l.l~~/ ~ Revetment 60'( Contractor toJUmiSh d 60'@ +QC . Station 182+8 ..... ( / ( place a 15""98; tP +00 !roposed_ W Contractor to fu~jSh <lQ.d place -0 / I 0 0 OWlth fu.../{31 a ns. ed ROW- 36~ x 72' RCP With two (2) prons -i //" 60'@ Propos - ~ ~5'@ ona10"RightLeadings~_, . ~~,~ n~ /, ~ '_'-- J li f _ " ~ --...... 00 55'@ ~ /"'( v V "'Pro) OW ~ I . _ / <0 @. _ _ '\. ProOosed ROW ..... +00 / ~ ^ 1:. /~ '-....... - _;;; <01 ~ -.l:l. ~ 'A~ --'- t--' .~_ - ~ _ ;;; ~ '" I g ~~ . --co ---,', co ~_1'" 0 . ---- _ - - , ^.f -." - m '_ ;;; -...... ............... 'f- 0 ""'" / ;/ :::-.. o:r-- ./'--J'--../ - ____ ~ c..::::::: . -- 005_ -_ 0 =----- ;,.... --.:::::::- .... _...... ...... co --0 ________ --=_ =--:0---- ~ -- ft; 0;. ..... ~_ 00--:::::-- ~ ~.~ -g- II 6 ~ ,,~ g -" GJ.;,-" --__~ ~-~~_--=:. ~ _ . /\..U . _ ~ --. . ~ V .~ ~ ~ - _ ------- I 0"'-- -"'--~r. ___- ~ --..:: - @ ---- ~ ~ . -~d..B.GW _ _ ____ v v v ~, ';:>, OW'. ~,\;!\I@.R\-.. ~~~~ --_' - .,L <0.. C) ~""""'I \?"';,~ ~ - - -;:;,,;;;;;.T . '-" 0 v. ---- ~ _ .I J (, "",-, 0 I I ~ v .1... -PrOposed_ ,.....~' ~ _ _ '= D V, o\"'2! . ____ Station 193-f~i. . /' -; - - v ~~ ..--' _ v" ,.'" . . ~~ ( r, _ "'- r-- -ro'f@ ~ - .--1- - - 0 ..39 f:",. . .' Co~urnlshand ---==--=:-----.,; '....) -(J.L -:::~ . .00 ~ . 0 "In~' V 15"x60~ROP-.. '\"l IIj -, - 01 ;g: ~.'." 'iilh \\i1o'w>;onr6,F" _ "')~ I / II /~. 7' :<. r- . "" ~~ -:&- . Station 18 Rt. . ~-\~ ///"- .. ~~ \J o Station 182+00 to Station 186+39Rt. Contractor to fur nd <0 <0 D ~'~ ~I/<\I/ O~ Cf) ~ Contractor to construct a access road pl~cea15nx72'RC '-.... . L' ~ ~ -d::---- el :z.i""- ., Y between ROWand Temp Easement WIth two (2) aprons. .)~ ~~ ~ t.:J '/ I/! :P- SCALES: KROEZE FAMILY L C . . KRI'l.I;ZE FAMILY L C / ., C -< R. KROEZE *'~ 1. (;S) 1" = 1 00' HOR Sec,35, T-79N, R-6W "-...... f:q ~ 0 0 ;";;' J. CAMPBELL 1" = 1 0' VER East Lucas Township " ^ ' * o 0 0 ~ ~ O~ 00 00 00 00 00 00 00 00 00 0 ~ ~ ~ ~ ~ ~~ ~~ ~~ ~~ ~~ q~ ~~ ~oo ~~ ~~ ~ ~ ~ ~ ~ ~ ~~ ~~ ~~ ~m ~ID ~~ ID~ W~ moo ~ro ~ 665 M M M M M M M M M M M M M M M M M M M M M M M M M M 665 ~<'? ~ <.0 <.0 to <.O~ to <.0 to <0 \.0<0 tOW ~c.o coco co to <0<0 to <0 ~_ 660 660 655 655 - I - '" ~ 0 ~ ~ 00 ~~ ~~ ~~ ~~ ~~ 645 ~ ~ ~ ; 645 - "<:( >" 1- .....I. I . r-- ~.....I ~w ~w ~~ - - ,,-!e. 0.20% I n. a... >\> o 640 , > > ,i., 640 -u.lOy, 020" ~ I .......... ~ _ . 10 _~ ". ._ ~ L-SqO.OD . _ -C- o 635 '-....... K:, 5~8, _ - 635 - iG.6 . , ~. . :- - r-- ~ ~ ~O 6~ 625 625 - 'I:j'" 0 -.:- <0 <.0 0 co ~ 0) co co ~ ~ r-- <.0 <D l.{) LO .q-r------ M <.ON v~ Nm am mo m~ oo~ 0)0 o~ N~ Vm ~~ CO~ O~ NM ~~ <O~ CO~ 0 ~ d~ d~ dq d~ ~~ m~ ~q ~~ d~ ci~ 6~ O~ 6~ ~~ ~~ ~~ ~~ ~~ ~ ~ ~~ v~ v~ v~ M~ M~ ~~ MOO v~ vro ~o ~o vm ~m VO ~a ~o ~o v 620 f3 c.o ~ <.0 g <.0 g <0 g <.0 f2 CD ~ cD g c.c ~ <D g (0 ~ <.0 ;b c.o ~ CD ~ <.0 fJ <D ;'b <D ;1; to ~ <.0 ;1; CD 620 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet D.06 ----- u / / Sec.35, T-79N, R-6W ~ Benchmarks ~ LEGEND East Lucas Township 8M #15: R.R. Spike in P.P. 112' Rt. I Silt Fence \ ~~ 196+20, Elev. = 643.16 8 : R.R. Spike in P.P. 51' Lt. ~ Silt Basin oJ. CAMPBELL ~ Station 206+50 U, ~ 2~ = 641.77 .0 Contractor to ~ oJ. CAMPBELL en construct a dry fill. . 6; 60'@ Rock Ditch Check II +30 I 00 70 ~ Revetment proposed_ROW 18 proposed_ROW + - . / .. + proposed_ROW \llllIl11l\\l '" ~'- '" - / Proposed_ROW '" 60'@ ~ ~g 3-. --==- 0 .)~- - . bw +00 proposed ROW w +- ~ 0 0 - ~ o-=----:- 0 - ~ ~ \llllIl11l\\l " "l' 0 <D 0 " 0 ~ - <D 'r - o. .~- ~ <D 'f 0 ~ -- - ~ 'f '" 'i! 0 ----......- -- ~ ~~ <D '1' - 0 -- - ; 'I' 0 - ---- ......- - -- - 0 ......- - r- 0 ~ ~ - - ~ , ~-- - -::::.-- - =- ---......- - - =- Station 205+90 Rt. - -- ---- ...-- -- - =- Contractor to ---- ......- - ~ . --- ......- - - -~ ~ construct a dry fill. -- - /I'IOo'@ .....-::::.- ......- - - - ---.... oJ. CAMPBELL - - - ~ ::::c--- ~ -- - ~ 00 --- --- =---~- ~ ---- ~- ......- -- - ~ ---- / - - - -- - ~.......-- - --- ~ ~ / -- ~ - c..-- .......-- / ~ ---- :--- S;-- ---- SC - 1" = 100' HOR oJ. CAMPBELL / 1" = 10' VER Sec.35, T-79N. R-6W / East Lucas Township 0 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 "': ~I"--: CC! ~ ~C":! ~ ~ I': O':! ON C'1on "' CO C> ~ N"': tq l"'-: ~ ~ on 0 on 0 ~ CO '" CO '" 0'> CO 0'> CO 0'> CO 0'> en a cri ci 0) ci a)~ ci ~ o ~ o ~ aiai mc.ci 0'> 665 C'1 C'1 (') (') (') (') (') (') (') (') (') (') "': (') "': (') "': (') "': "': "': "': "': "': "': (') (') (') (') N 665 "' <D <D co<D <D <D <D<D <D <D <D<D <D <D <D <D coco co <D co <D <D co co <0 co co co 660 660 M N 655 .C9 . 655 r' ":I. " :a. M 650 N w L= 500 00 l...w K = 522 .27 645 c:> .E=:Or. 645 ...or . 0.10% 0.10% I = I I 0.20% ^ = ~ , ,...., 640 ---'--. 640 I . 0 - 0 0 0 0 0 0 ~- 0 0", 'ff'.! "'~ ~ ~ 635 : . .. ... + "' ~ '" 635 N '" "' '" 0"" .~. - I .0 '<:to .0 "<;t. .N (0. N '" N '" " " If II " " ""> ~ ; 630 I ""> ""> f-~ f-~ f- ~ <f)W "-. <lJW <J) W f-f- 630 a:u: (La. > > >> >> : 625 625 6201 ~ "': " (') '" (') N N ~ ~ 0 co co "': ~ ro "': 0 on 0 "': ro ~ N N 0 "': N "'"' co~ C) ~ ~'" "::t:as ",0 "'0 1'-", ro ~ Olm ~'" ~"' ...... N N 0 N "' (')'" "'"' (') N'" N"<1: N~ N"1 N~ (')~ (')m (')"': (') "': ",,"<:1: '0 (') '" "': '" "': ~ ",:m ~~ "':"1 "': m .q-~ "': I '" . (') . "':0 "': ~ "': ~ ",:N "': N " N " ~ "': ~ "': N ",:N ",:N "': '" ",:'" ",:'" "':~ "': '" "': '" "': N "': 0 ",:'" "': 620 <D;1; co;1; '" ;1; <'0 ;1) co;1; <D;1; <D;1; ",;1; co;;\ "';1; <D;;\ co ;;\ ",;1; "';;\ co;;\ <D;;\ co;;\ '" ;1; co ;1; cog co I 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 Johnson County Project Number: STP-S-COb2(67)--5E-52 Sheet 0.07 -- - I. -:;IT] (51 I D. FOUNTAIN I S,0.35, T-79N, R-6W Benchmarks .. II, II - J. CAMPBELL \ I \ ~ t LIVING TRUST I 0 I East Lucas Township 8M #17: R.R. Sp,ke In P.P. 31 ~t. ~ 'I. j. I.! ... OF J FOUNTAIN J I i Stalion220+18,Elev.~64:;j.p8 I HtatlOn 209.8" ~ il;.....3 II I ~ - ,Go~tracfor~ tf: Juf;gi!>l]Jand I 1 S tion 2 4 46 Lt. TlI pla~e a 1 a Ix 96 P lJ C ract 0 fumish and g IWith~vo(~)~;~~f ::tfl'@)f ,-;! ~ea .x72'CMP LIVING TRUST OF J FOUNTAIN Statlon222+30Lt Ij'"-II ~ \ I I~S~ _I ~5 ~ '@"' . ' . Contractor to furnish I e!. .. .. 97'@ ~.---I \ ^ I v V' V . II 60'@ Ith two ) aprons. and place a 15" x 46' I ~ 073 \ I \ 1\\ ~ A ~^ .----=- -= ~'oPoST_~' ~+oo i3 I RCPwlthtwo(2) Ig1 'i: \ '. ~ ~ . - .....-' ;: \ S P''I!lje'lROW aprons. 1"- I . _ ^~ I'. - . :: 'r- ;; -' U '-.... _ Proposed ROW 60'@ )1/ I 2&V Y > ......---t _ " - -=- Proposed ROW +00 I I J ""'.---- --..-\ '" "'-':' " - . p'~ ____ 1 \ ~ ...... 0 --- -==== __ III ro sed ~01A . ....-;"-:::: ~ _ ~ 0- __ 0-- '-' _ m ............ s -=::- __ I j . ~~ ~.~~. ~tt; b .~ - - - _ -,~ - '1' if _ 0 ^ 'i -\- -=--= "" -----12'[ "'" ~~ _ II "- - v-- ,-,ll:! -t-----::::. I--t--- _ _ --: _. N I-:::j . .' ~/~ A~ ..J/ """"" - ~~ - v ~ / -----.: 0 ~~I!I. '1 - - - _ 55';;;'-1./ V' :\\~ 90,@proposed_ROWProPosed_RO-7 ' ~ __ +48 r t"" \1 0 O@ Proposed ROW \ . OO'@ +0 Station 216+00 Rt. +00 - 70'@ ~ I \" ~I( ,,\ooo'@.-"'+60Contractortofumishand+oo-- 17 ~ -/ - ~ J \"",,;-00 place a 18" x 114' eMP , + \ I \ w"l\h two (2) aprons. LEGEND t~~C I J. CAMPBELL I . . CURVE #5 Silt Fence ~ I =_320 48'47" Rt Da_=3028'21" I I ( I T - 485.83 R - 1650.00 ~ Silt Basin "<394 L = 944.95 C = 932.09 J. CAMPBELL I MSE = 5.40%) m: Rock Ditch Check SCALES' PC 204+29.52. 592126.6091N, 21B1660.9399E III SIBtion: . PI 209+15.35, 592529.0706N, 2181388.8128E ~ R v t nt Contrac 1" = 100' HOR PT213+74.47,593014.7822N,2181378.2002E . ~ e erne place a 1" = 1 0' VER Sec.35, T-79N, R-6W willi two East Lucas Township o 00 ~o ~o mo 00 00 00 ~a ~o ~o ~o ~o ~a ~o ~ o 00 roo ~o v~ ~~ m~ ~~ Nm MN v~ ~oo w~ ~v OO~ m <.D 0) N cO M m Lri oj l.() cri ui cri to 0 c.O 0 <.0 0 ......: ci r.....: 0 r' 0 CO c:i cO 0 a:i "N ci 665 C") N C") M C0 ("') ("') C") cry C") ('OJ C") C") "'d" C") .q- (\') "" C"1 ~ C") "<'.:t C") .q C"1 V C") ""'" 1~'2 . g v 665 ~ (0 cp (0 to to cp <0 CD c.o CD CD <0 CD to U? <0 CO <0 CD <0 CD CD <0 (.0 c.o <D (0 cop,- . . . ~. cp ~ leO'~ m Z_ r "J:::"--i cJ _ 660 ',., -Z. N ,66'0 ~O. ell / r-= "'-"'" r-t ~ .-f4" ~... -I i 1'\ :::t.. '-...... ~5;!.i OJ. ~ z: / - .. L:. _ y- u:l 650 650 J L-50000 K ~ 500 .00 645 0.10% , . E = -Ol 0.0.0% " , 0.0.0% 645 . 640L I I ~V T I +_ _ _ - - 640 ~ 0 I ~ ' . <5-- _v. :; ~_ . 635 · ~ I ~ ~ ] ~ ~ 635 --=-=- .~. ~~. .~ . II II :-- .. ~ <r:>. <l:> . ~ . ~f--" 1-.-" I ----- mill mill 630 "-... / .' a: a: Ii: Iii: 630 . -,~ ~ ~ v 00 ~ ~ ~ ~ moo 0 0 0 0 0 0 0 a 000 ~ ~~ ~~ ~N ~m ~~ ~~ ~o ~~ ~v ~~ ~N ~~ ~o ~~ ~v ~o ~v ~~ ~~ ~ ~ ~~ ~. ~~ ~~ v~ v~ v~ v~ v~ v~ v~ v~ v~ ~~ v~ v~ ~~ v~ ~~ v o v~ VW vm v~ v~ vm ~a vN VV v~ v~ v~ v~ v~ ~v VV VV vv v~ v 620 (2; CD ~ to ~ to g CD f2 CD f2 co ~ to 2; CD ~ CD ~ CD;:b CD ;:g co ~ to ;g CD ;h co 2; c.c ;g <.0 ~ CD ;f, co ;Z; <0 620 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 I Johnson County I Project Number: STP-S-C052(67)--5E-52 Sheet 0.08 II I Sec.27, T.79N, R,6W . Benchmarks .. , I .''''1/ ~ East Lucas Township LEGEND BM~1B:R.R.Splkelnp.p.10 Lt rig I \ StatIon 230+76, Elev. = 644.03 "'I Silt Fence CURVE #6 II~' 1= 23" 52' 44" Lt Da = 0" 47' 45" 01 Sill Basin T = 1522.46 R = 7200.00 I . I!gr LIVING TRUST OF J. FOUNTAIN ~ L=3000.72 C=2979.05 r "I I III Rock Ditch Check MSE = 0.00% d II I!iI PC 227+70.65, 594410.6299N, 2181347.7014E . . I I ~, 1J Revetment PI 242+93.12, 595932.729SN, 2181314,4441E ~Pfo bSed_1l0W ~go@ ~ ~ Station 230+77 Lt. PT257+71.38,59731~.2180667,8778E I I I " Proposed R ID Contractor to construct a ____ . .; I - OW "dry fill. ----..... 60'@ . '-- ~ Proposed RO +00--- ~oposeRf]W'w- ~~ --'" ~" - - - ~ _ .!; W j' l Proposed ROW Proposed ROW I , ~~ -! -f _ _ ~ ~ '" c8-.... - ~ L 55'. 0 +----== ~I\,) ~ _ ~ '" u.: o N ~ r~ ~ ..... -. +48~ur --- , roo : I ~ Q :t ~ ---- _~ 'i! J __ - := \ ' .".J ~ .. - -= 0 ~ /7 ~ '-. '8 oJ: -. ,. - - _ _ ,. ~ ....... / ~ /' .-.-. + I ! 8 ~~ -f ';t ~ ~ F/ . \ I I I/' t~JO t I~ 0 - -"~ ~, . T'HoB ..8-- -' _ .'')}., L-:. ~ ~ :H- ~ ~I . '0J StatioG'24+73 Rl. +1'JJ 8 . f5= Stat'ori'~+7B Rt - I J> . .. ..., I I ~ I ()r 0 80 8 contractortofu'."ishand I .1-a.1 SO~~:~~6':"~~tV~ 0 O;fl ~ T/1 :8 ffi '3~ "/?f/ III ""394 v 8 place a 18" x 96 RCP w,th ')> I. II> ') a~~ in :::J .~ff I '~L I 8 c;' 8 two (21 aprons. I I ~ r tw (2) pns. ,. HERDLlSKA II g I b( "" I~I Till o I I :' 'J> 'Ie: 204 r- 8. Slalion222+ Rt. ""203 . I I 11081[1204 ~8": '" 8 ~ ~~J.1f. f[ I ~II n I 0 Contractor to urnish and ~ 0 f4 ~ t-- .;J J I D! ( . place a 18~ x 8' CMP 0 203 - - . ~ I ft SCALES: wilhtwo(2) prons. PLEASANT VALLEY L P " PEREZ LLOYD ~ ]1;;234+ OF.....! \ .sta1'On23&+t R~ ~~ ~ I . _ _ -'-- _ I a 10 . '-I REESE Contractor Iq fl mi\;l 'In ""314 1"=100'..,,1-0' -l r---- - 1 Contr~ctortoumishanc placea15'H9'~(f'w'th " = "'R \ 8ec.26, T-79N, R-6W - r ~e a~'70' RCf WI h ' I ..l~sl I I '-.- 1 10, E: \ \ \ East Lucas TownShip ~ ~ ) aprons.----j /------ _ _ h II I o ~ro ~~ ~o ~~ ~N ~ro mv ~o O~ N 00 vow ~ ~m ON ~~ N~ MO ~N ~~ moo ~o M ~ 00 ~ M ro ow ~m ~m ~m ~a ~o ~o ~o ~~ ~ ~ ~ ~ N 665 M """ M ..q- (") '<:t C"') 'l;j" M 'V "I;f" ~ v ..q oq- ..q- ..q- v ">t v oq- v .q- ..q 665 --=-=-=-<0 (0 eo coco coco cpco <DCO <ow cow CD~ coco CD co CD C1? CD ~ 660 660 o o 0 5 ~ .:;.~ ..g~.. ~ 00 0 + . + lO lJ") 0 LO In o..,f + U":! M ~ (T') (") "<t N "<t N (!) N <( "'lID M"<t II II 650 . ~ II II N (!) <( > 650 .. s 1111 :::j UJ ---.-'C; l-...J ~~ U)w . - CI) w .- ..... I- l- f. :JC ~ ou (.I)~ l1.CL i.~' ....x::. u.\....... a... a... a: a... > > 6~.U r-(~ >>>> ,645 :::;:: N. )- '- I I o.ao% ~ 0.37% I I <--,' \-:: <' L "5Uo:BA- 640--' w cj:~ -- - -j- K~~ 640 =-- - ~ (II 6 -~ "'"' 635 635 _ I-'-- . . _ '. 630 630 I~ .~ o 0 0 0 0 a 0 0 ~ ~ 00 ~ C"') ..q <.0 0 m v ~ 00 ro ~m ~~ ~m ~oo ~("') ~N ~N ~o ~w ~~ ~~ ~o ~~ ~~ ~~ ~M ~~ ~m ~~ ~ ~ ~~ ~q v0 ~~ ~~ v~ ~~ ~~ ~~ v~ ~~ ~~ ~~ ~~ v~ wq ~~ ~~ ~~ W ~ ~~ ~~ ~~ v~ ~~ ~~ ~v ~~ vN ~~ ~~ ~~ vN ~N V v~ va ~a ~~ V 620 ;g <.0 3 CO ;1) <0 ;g to ;g <.0 ;g <0 ;g <0 ;g to;1; CD Z6 <0;2; <o;g <o;Z co;Z <0 ~ CD;g CD ~ w;g to 3 to g <0 620 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 I Johnson County Project Number: STP-S-C052(67)--5E-52 i Sheet D,09 - -- -- - -~~ ~-~ --- -- ,....... ..-.------------..-.. ----...-, - --...._- ---". . u "__" "_>_ _.,-- ~ 8ec.27, T-79N, R-5W I II BenChmarks.., I LEGEND East Lucas Township I 8M #19. R.R. Spike In P.P. 14 Lt. I I I Station 241 +63, Elev. = 646,82 ( I Silt Fence II. ( . . ( ~ Silt Basin I : / c~~ ~ Rock Ditch Check I II I \<}\.43 . . / LIVING TRUST :~. ':.NTAJN/ LIVING TRUST OF J. FOUNTAIN I 10\1126, 00 20,5'1 II 252+ ' ~ Revetment I sta. GradB:=6.:l,1, ~orm := 642.15 \ 10V. E &>255 . p_~._ ~ - .oC::-/: II S & G MATERIALS ( 10V. w = = 640.0( \ ~~ 80JT@ . : .. ~o :it: _0_ _ __ l' __ _-0- Proposed ROW 6~f I .l [~ 55',@ Pro, . = Proposed_ROW +2...l.,." +4.:;- 0 k - Proposed_ROW Proposed ROW ) I I ~ ~ / . N !b-.. Co> =- " ----<00 , . --- ../'1, \', , 'i N ( " ~ ' ':': -" 0 0 - '" - + l' - 0 .~ .f>, ~. ~ ::1. to c ~ + ~ -f:; .Jlo. .p.. ~ . ~ . __ - 0 c b)/ ----- --"'- --.t' fJl' <:> II g 1/ 0 -~~ ~ -- 0 g g 0._ lD__ __ . .. ~~ ~ " ~~~~rY- / l(!}CTO~ -Q. ~ - - . ,'\ , / 45'@, ......, ( '. - - - \ ~ - - _1L1L___ - - ~ - -.4B'@'\71 ;, e + ~.- . 23l+62 RL I o Station 245+30 Rt. 0 () >% . +50 7O'T@ 0 MAVIS Contractor tOlamis d ,_",,~.'lS' /f)J 0 cl:d._~ 0 0 '-It I .. . %} i'\ " 0) 0 CJg?\:15'X42' ~ - Contractort I an 0) pi a 1 x40'C P 0) 0 ~.) , --<: -:::: '. - . with; 0 (2) aprQn~ ------------- place a 1 .. x 46' ~ with two (2) aprons. ~ J! -v (2 -.. ~ r ~ . ., A. HULL ~ ,. "O,"~. U '~. 0 0 A. H <L 'h "''' rT1 'fi; ~o -< 0 13" . G . / ~-<r ~ 'r- SCALES: 0) ~ /'-. 0)~ 0) 0) 0 G 0/ -r;:\ Sc: '-~ ""'3.;~ 1" = 100' HOR I . . v' 0 -- CO . 1" -10'VER n Sec. ,T-7.gN, R-6W 0 ) - - 1 II J :2: /' ::.- East Lucas Township I l .J '( )::>, n <D N CO ... 0 0 <D 0 N 0 CO 0 ... 0 0 0 <D 0 '" C!> C!> ~ ": ": <D "- OJ 0 ~ '" ": C!> "- m m <D N N N '" '" N M N '" M ... '" ... '" ... M ... Lf'i 665 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 665 <D <D '" <D <D <D <D <D '" <D '" <D <D '" <D <D <D <D -'-- - 660 660 655 655 f-- . . . . . 1 = 200:0<J - K"I}28.50 650 I I I I o 370/J : , i + ~J 0."," '~~ -050% r I p.69% 650 I 645 645 1- o~ '" 0 - .----: . i - ~ - ~ 0- - - ~N ~ - - - - - NI.() (">IN + "'! + C! + ~ 640 (00) r--o '" 0' 640 -.:tv o:::tl.O ~~ . NCO ('1(0 , " II II ~~ '" > ~::i ... ~ UJLU (/lW UJW 635 uu a: a: ...... 635 . 0.0. 0.0. I- .> >- .> >. .> >- - : 630 630 : 625 625 - CO 0 -, '" '" ~ CO '" '" CO "" '" 0 "- '" ... ... ... ... ......'" "" ~ mN ~ ~ C!> 0 OM '"":8; CO 0 "::; '" M "-M "< ... "-0 <D ... ~ '" <Do ~ .... c.o~ <ri r-: <D ... ,,-,,> a:i~ CO ... m .... '", m '" m 0 m --: m --: a:i ~ <Xi 0; "- . CO . m . m . ",0 ... 0 ...- V M v"' ..."' v"' v'" ... '" ... .... v .... ... .... v'" ... '" ... '" ... '" v 620 ~ <D 3 <D 3 <D 3 <D 3 <D 3 <D3 '" ;!; '" ... <D 3 "'3 <D3 <D ... <D3 <D ;!; <D ;!; <D;!; '" 620 '" '" 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 I Johnson County I Project Number: STP-S-C052(67)--5E-52 SheetD,10 --- ......v't:/ev_ . ''?Ll. 27. ___________ ~ ~_ . - 646.82 '''''5O'T@7n'''5O'T@- / .5 +27.5 __ ____ -- rs Sec.27, T~79N, R-6W 8M #20; RR. Spike in P.P. 39' Lt. ~ I I II Sec.27. T.79N, R-a~ LEGEND East Lucas Township Station 254+34, Elev.::: 650.59 East Lucas To~shrp I / -- I I S & G MATERIALS @ZI Silt Basin S Inl#26, RA-43 S & G MATERIALS & G M4'T Sta. 252+00, 20.5' Lt. I I I I !l1 Rock Ditch Check - . ~A.TER'4LS FormG~ade=647.23 III ~ I Inv.E -642.75 ~ R tm 1 Inv. W::: 642.65 eve en ...... - -- __ 8.IJ~@ Inv.FES::;6400D I; ~ Int#23,RA-40 r t#17 RA 0 -- Intttu;,KA43 - . -- ~ .. 1 .2 Sta 254+00 20 5' Lt n , -4 Sta. LbL+O~ ~ 5" - - . , 6' 8 3' Sta. 259+50. 20.5' Lt. Form Grade - 646 41 J - I -L Form Grade = 4.2 F G - 98 -. ~ + - - -'i 80'T@ Inv E=64454 "'0 arm rade-54? Inv.E= 642.62 _ ~ . . -l Inv.E::: 644.29 80' . , / Proposed Rr\lJll - - - - 55,@--!i2+Q( 0-....." r v lo. ~ ~ . ~ ( . _ v Proposed ROW +DO ~ ~~-> ~ / / - ) Proposed ROW ,~ Proposed ROW Proposed ROW , , .... =-=to I g II I '" ~ , _____----. 0 --- I\) ---,'XYj; j 0 0 '" ~ /, 0 ~ - ~ (Jl ,.... 1'3 T...,a N I\,) f'P- N N r>..; . 48' or- -4:::J,J 0 I[J 0'1 Ul (]1 0 en CJ1 !E C'I O'l a: @ ~ v lr- + ~ ~ ~ ~ +50~~.jf.Jh ~5' ~~~~~ . ~ -l ~ 0 :5 g- g- g- lCET..9 g- 8 g- r<t'=1]l- Ie' 7/ ///7/ - + '~(J;, ;c ~~ ~' 'u . 'II j' /ro T@_-'/-ProposedROW --y:-- X- ')\' -----x g--,.; / 'l r. ~IJ +39 '- -- -- - Proposed_ROW Proposed ROW Proposed ROW 'I --1? ---- 45'@-- lO'T@ - - - +00 'I-;/t V-- Y Int#25,RA3 '00 ------ -------------,; 'II/II"" Sta 252+ .205'Rt Int#24,RA-40 Int#18,RA-40 Inl#20,RA-43 '" Sta. 259+50, 20.5' Rt. Sta. 262+50, 20.5' Rl 11'1 / SCALES' Inv W = 642 96 Form Grade:: 648.23 Form Grade:: 647.98 Form Grade = 646.4~ I~ I~ ~~. Inv.N =643.1, Inv.W=644.33 Inv.W=644.0B Inv.W=642.41 I / ~ 100' HOR / Inv. S = 644.13 S & G MATERIALS I"" N = 643.88 Inv. S = 642.41 I /t! ~ ~ InvN=642.21 m 1" = 10.: VER Soc.27, T-79N. R-6W S & G MATERIALS . 'll : )t , ~ East Lucas Township / <'" :? ro. ~~7? 61.f5 ;:;::. Cf ~ 665 .~..L..J. .. ~ I I 1 .-J )-- i.J. ' (-, '- , ('1") -- ~ - N _. C 660' - .- 8 660 c....J L-...... . ~. 0; ~~ ( ~'" ~. ~~ = N ~ 1655 "':; . "" 655 ~ . .~ ~. -=-=-=- <lJLU 6~ >> ~O ,0. "0% u.5O'\. I I 'I .a.~U7' I ~8 I I I ./ II I, I I ~ i(l N 0 I I ... ~ 0 640 ~ ~ g ~ 640 11 1I N ~~ ~m (.I) W II It I~ .~I~. ~ ~. . . ~ - ~~ . > > - 630 630 ,625 625 ~ ~ ~ v ~ v ~ ~ ~ ~ ~ ~ v v ~~ v ~O'l ~o ~w ~~ ~O'l ~~ ~~ ~v ~~ ~~ ~O'l ~~ ~N ~~ ~ . m . oo~ oo~ ~~ oo~ ro~ m~ m~ m~ m~ oo~ ro~ ~~ ~~ m 620~ .q~ ~~ ~~ '<:j"~ vg vu; ~U; .q~ 'Q'~ vu; v~ -q-~ 'Q'~ ~~ ~620 ~ ~w ~~ ~w ~~ ~m ~w ~w ~w w~ ~w ~w ~~ ~~ ~~ m 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 I Johnson County T Project Number: STP-S-C052(67)--5E-,52 I Sheet 0.11 . .- j I I ----..-.. / / '-., ----..-.. c::==J Seo.27, T-79N, R-6W I / '.. ~ / I I ---- ____ East Lucas Township S & G/M~TERIALS "- . ~ ~ / 10 \, . - Int#22, ~-43' I I I I S & G MATERIALS ---- / (/ ~\k \ Sta.2j35+50,20S'U . . .......... I * Int#fg~ - - FornfGrade = 644 98 I I ~ '. Sta. 2bL+,O,20.S' U. ~ Inv. = 640.24 . Int#15,RA-43 Int#13,RA-40 I 0 ~t#11,RA-43 , Form Grade = 646.48 In~' = 640.04 I ~ Sta. 268+00, 20.5' U. St.. 271+00, 20.5'U. / ( .0Jk Sta. 276+96,_15.9 U lnv. E = 642.62 In\.. FES = 638.75 I 'l2 Form Grade = 646.23 Form Grade = 647.73 .......... ........... / ( ;s.Jk * Form ~rade - 647.8( 80'T@ 80'i@ Inv. E '" 642.54 lnv. E = 644.04 / ~ Inv. E - 643.80 . >00 I >00 _________, / - - - - Proposel ROW - :;~@ -, I Propos:-:-OW- - - - --:PO::O:- - - - -:'P::-R:- - - - --:ropo~ow - - \ -pro=d:: - - -IT ~ ---- ~ / ~ _ I ~ i 1d8],rJ'81J . I , '" / ,,~ I) Q') C) en a> (J) 91 -..,j .....,.....,.....,...............,.....,~, w Ol..........., 'T'_ ~' W -b. Cf ,..,., mT 5 I~ g- 7 g- ~ 8 ~:5 6 :1C3I g----- g- g- g- -:5 ~~ -:5 -ml- r ~ ~ (1'-14)' pro~osed_ROW 45'@ Proposed_ROW Proposed_ROW Proposed._ROW Proposed_ROW Proposed_ROW ' ........... PI '[6 ~. ---'v"@ - ~ 'O'r@ -------- ~-- Int #20 RA-43 "'00 Int #21, RA-43 +00 lnt #16 RA-43 Int #14, RA-40 - - - Sta. 26.2+5020.5' Rt. Sta. 265+50, 20.5' Rt Sla 26'8+00 205' Rt Sta. 271+00, 20.5' Rt. LEGEND Int#12, RA-43.._ , F G - 644 98 . ,.. - Sta. 276+96 2b.S'"'R Form Grade = 646.4 arm fade - . Fornl Grade = 646.23 Form Grade - 647.73 '_. I W = 642 4~ lnv. N = 640.65 _ tnv. W = 643.83 I Silt Fence Form Grade-_647.5 nv.. . I _ Inv.W -642.16 -I1'l W =6~6 lnv. S '" 642.41 Inv. S = 640.65 Jnv. N = 642.16 Inv. S '" 643.63 . . l,-,~ N = 64~2:::'76 lov. N '" 642.21 / tnv. W - 640.45 lnv. S '" 641.96 ~ Silt BaSin :2: C) 6 / p~ ~ ~ SCALES: S & G MATERIALS ~ Rock Ditch Check :.." -< ~ ;:::::: / ~ u ~ I 1" = 100' HO;;R ,,/ - ~ Revetment S & G MATERIALS -1Q IT. 1 / ~ Sec.27, T-79N, R-6W _-< r . 1" == 10' VEl __________ East Lucas Township - rn.., ~ r-\-\ I -..... ________" ('5 :JJ -..:: J -<.. .. <::.. )> - ..0 665 665 c-- ~o 8 ~o 8 ~ + . ., '" ..... 655 ':: ':; 655 - .<C>. - f- ~ U) w a:: a:: 650 650 ~ ,^ I ! I 0.50% I '05n~ I I' ' -14 I U I P-20 I I I . 640 640 . 1635 I .~ ~. I I' . ~ . <: > ~ ~Id 630 ~I~ 630 625 625 c-- ~ ~ v ~ ~ ~ v ~ ~ v v v ~ v ~ ~ ~ ~m ~w ~~ ~~ ~~ ~M ~ro ~. ~~ ~~ ~N ~o ~M ~m ~ ~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ro~ ro~ m~ m~ m~ oo~ ro ro vro ~ro vro ~~ vm ~m vm VO ~o v~ ~~ v- ~~ ~~ v 620 S c.o ~ <D J; CD $ CD ;6 CD ~ to Q5 {.O ;2; <0 ~ to ~ CO ~ CO ~ cD ~ to ~ CD ~ CD 620 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 I Johnson County I Project Number: STP-S-C052(67)--5E-52 Sheet 0.12 - '-. I ! ~ I I SOUTHGATE BP I I IJ \ I \ I Soc.22, T.79N. R,6W '-.. S & G MATERIALS Int #9B/RA-43 'C::Y I I Easl Lucas Township ~ Sla.3 44.3719.5' Rt. k PROPERTIES, LLC I \ I I I I, Fonn rade = 646.82 I '\, Inv. = 642.73 Inl A, RA-43 I I ( CITY OF IOWA CITY Inl #9d. RA-SO MOD Inv N = 642.93 8ta130+44.37, 19.5' u, 1--1 I I / , . ~ Sta. 279+74,85.50' Lt Forrp1 Grade = 646.82 (1 \ * Form Grade = 6463}.- _ Inv.lS = 643.13 ~;c J 1= 1#11,RA-43 \,nv.E=6,:l4~..J 1#9,RA-43.1 Inl#7,RA.70w/12'LO 101#5 J.70WI ,2'LO ,*. *' I Inl#3,RA-43 Inl#1,RA-40 _' ~Ia 276+96, 159'U. ~v N=~42.46 ta.279+74,_25.17jU. Sla, 281+30, 25.S'U. Sta. 84-100}5~ U I (0 0 0 / ISta.287+00,2S.5'Lt. Sla. 290+00, 25.5'U, <;: Form Grade = 647.80 )Jv W= \~ :;,~~ ~~g;~7646r ~ m F9~,:,de = 646.90 :;,~~ ~r:~:.~~I@S 0 / ~ '*./'/ c.fonn Grade = 650.35 Fonn ~rade = 652.71 Inv. E = 643.80 / ( ~~OT lnv. W = 634.87 I / (P-9R) -. ~~V'06643.23 / / ~ - - - ~ - - ---- lnv. E-=-a4M~ __ ~T@ Inv. E - 649.02 a . _ _ '"'-l. _ \..... _ _ _{--'- _ 0;0:"'-- _ _ ~ _ _ '-- _ _ _ _ _ _ _ _ _ _---._ _ _ _ _ _ _ __ ~ , ~ I '~C"'~, / J' , SO',," / \ \ '\, ! h'9? ~ ;'i I J I ,....... - - - - ~- - \ ~ - - '-. -L ~,posed_R~W...., \"-.. /'r7P ed_RO")- ,,' -".:" Prop~ROW '" I I~L Proposed_ROW + 0 I' Profosed_ROW-- " '\ Proposed_ROW." F. ~ ru- l\.l- ~ -I\,) '- "'~ N) '-- / IV ' !'<r- - " , . ~- ~ ~ w '" 'l' Sf - ,; --" - + ,...-- + - -;r. + _H~' of _ ;t. tP-j) ~ ) -to' '- r --0- -c -e,........ -e ") r --e-. --e- -e- --e- -e- ----.:: pTfJ I,d r (p.10A) -"" ff "7 'V T+@. ~. ~ Propo d ROW I Proposed ROW Proposed ROW '/ --- Proposed ROW Proposed ROW --::.,:rroposedYOW Propo i r ,/ :~~ \ ( / 1// :O'@ ~ -. -~,.,- I - :;;"@ - - - - Inl#8, RA:; - Tljr -:6 =3 - - - - - 'ilL - - -lnl#4, RA~ - - - ::;"@ -:#2,::0- - - Int #12, RA4S. / Int #1 OA. Utility Access Int #10, RA-43 Sta. 281 +30, 25.5' Rt. / / Sta. 2'84+00 255' Rt LEGEND Sta. 267+00, 25.5' Rt. Sta. 290+00, 25.5' Rt. Sta. 276+96, 25.5'"'Rt. / Sta. 278+09, 36' Rt. Sta. 279+74, 25.5' Rt. Form Grade: 646.90 /;11 Form Grade': 648 25 I' Fonn Grade: 650.35 Form Grade =: 652.71 Form Grade = 647.51 Rim Grade = 647.22 Form Grade = 646.12 Iny. N = 542.71 Iny N : 644 ~2 . Silt Fence Inv. N =: 646.40 tnv. W = 648.76 Inv. W : 642.96 / Inv. N = 637.31 Inv. N = 639.09 Inv. W: 642.97 / / lnv' W = 644'32 .' Inv. W =: 646.40 Iny. S = 648.56 Inv. N = 642.76 . E = 637.51 Jnv. S =: 636.99 Jny. S =: 642.51 Iny: S ::: 644:12 ~ Slit BaSIn Ilw. S ;:. 646.20 Inv =64168 Inv.W=636,79 II III / . '" ~ I I III Rock Dilch Check I SCALES: ------ SG& 'I ~ R Iment // en 1" = 100' HOR ~ M PROPERTIESi'~ NC. , . eve S G & M PROPERTIES, INC. N <1', '- Sec.22, T 79N, R.6W .. ;:: 1" = 1 O' VER '- I I East Lucas Township =- "<oe r ... ,,- cc ",2 .-1-' -,. ;.w ~ U "'" ..-l'- ~ '. ("') (,r: . g : 665 ;:2 N >-() .~;! ._Ll- W \-.,.( . 0 M 660 ~ cj:b; :5 a 8 . ~ ~ 660 ...::r n-- 0 1..0 ci m far <( > g l:;:::: f~ o~ J;a.i .........J '---<1 ... O'l ;1; en co ... L = 100 00 {f} l1J ~ re~ re~ C;:~ K=33333 .rr~ 1655 II 11 11 11 <( > E;:. -O.~ > > 655 I .~~. .~~. .~ uf . n 80% 0.50% f-- u) UJ if) l.U I- I- '----t"" '-.../ U () > > 0.80% I 650 I > > > > 650 -0.50% .50% I '--.:J 0 50" 080% '-! 0 ' . 10 . P~2 0 0 ~ I ^ I I I I 'j . 01"' L 1, _ :1la go ~r.o ~! ~ .333.33 P-4 .d; ~. . .J~. .g~. ~ ~ I P-6 t:"'.Q4 N ~~ C;:~ -1 . I II II II 11 <( > <( > <( > f-....J 640 I . ~ --, ?:~ I to uj to uj ~ ~ 640 . a... a. g; g: > > P~10A > > ~ =' ~ - l---==-=- 1-::;' ~ '" W . ~ ~ - > > 630 630 1625 625 oo::::t oo::::t .:;;:t 0 0 0 0 0 oo::::t 0 a 0 0 0 co LO ~---=-=-=- ~ ~~ ~~ ~... m~ ~~ ~r.o ~~ ~M ~rn ~N ~ro ~r.o ~m ~M ~N ~~ ~ ~ ro~ ~~ ~~ CO~ ~~ ~q oo~ ro~ mq m~ o~ ~~ ~~ N~ M~ M~ M ~ -~ -~ _0 _0 _0 -~ _~. __ -N _N '~N '~N '~M '~M '_M ._... ,~ 620 1.0 '" 1.0 '" 1.0 '" 1.0 '" 1.0 '" \,(') '" L(') " 1.0 '" 1.0 '" 1.0 "1.0 ...~ 1.0 ....~ -'0 ....~ I.{') ...~ 1.0 ...~ 1.0 ....~ 1.0 ...~ 620 ~ IDr.o COr.o COr.o co~ COrD COrD COrD COr.o Wr.o COrD COrD Wr.o COrD COrD COw COrD co 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 I Johnson County Project Number: STP-S-C052(67)--5E-52 Srleet 0.13 ------ ---- -.-- \ II $eo.22, T.79N, R,6W '-....J ( I \ I.l- ~ U- ~ U-- ~ U-- -.1 Sec.22, T-79N, R-6W ~ \ East Lucas Township 0 1V East Lucas TownshIp . . ;1 (I CITY OF IOWA CITY l I \ noD 0 ~ _ a ~ CITY OF IOWA CITY . - _, Int#3,RA-43 Int#1,RA-40 01 (b ~ ~ ~ ~ / ~ / I Sta. 287+00, 25.5' Lt Sta. 290+00, 25.5' Lt. 0 . = . \ ' . , ~ n n ~ /'" Lf~ Grade = 650.35 Form Grade = 652.71 <>> ....... W ~ " rnv E::-646.6~ 7S'T@ Inv. E::: 649.02 (:J 75.t@ ~ ~~ ' "' .. . ____ +00 "77 0 \ . 0; --___--....._____________~ 11 " ' 5 '@ ,,,", , ' V '" -, ~-- ...;,: ,~: ~ ~ '(;'!.'N' '" I Pro'posed ROW -- ", Proposed ROW Proposed ROW 6 . 1 " \ .' :t-: .. . \ \ 0---- . ----<r-- (l) (ll J ), / N ~- I'd----- N J\) N ~ ~ t <0 co co ro ~ % ill ~ + +" ~ ~ t + ~ ,:r, ;; ,<e:J> 0 0 0 0 0 0 "- -e- -e- 0 0 0 0 0 - . I ~..~ ~ -Proposed_ROW -"""'ropose<l_ROW Proposea_ . '\( ~~ 0 --------------- 0 ''''@)rT0011 fnt #4, RA-43 +<lO fnt #2, RA-40 "17 0 . 1 '>10 Sta. 287+00, 25.5' Rt. Sta. 290+00, 25.5' Rt. ~. Form Grade = 650.35 Form Grade = 652.71 ./- II nee lnv. N == 646.40 Inv. W = 648.76 // / Y . Inv. W = 646.40 Inv.8 = 648.56 I J. MCCOLLISTER EST ATE ~ !SIn Inv. S = 646.2Q 1/ Jitch Check / J~CALES: ment 1" = 100' HOR S G & M PROPERTIES, INC. 8ec.22, T-79N, R-6W J\ II 1" = 10' VER East Lucas Township J) if or....) - = ~O~ llih 675 -:::::; . ~ 6: 5 ~ ~~....~ .... '. N c-- C) " . :::'-t"'-" 'wi'-' l~\i _-1'~.J \ ~ 0 ~~.~~ .~o Q:-l(. CO . + "! z/. .. o ~oo ~ _ 665 o' q . g) :g :p ...0 665 ~ -0 .a:>~. nfl _ ro ~N ~> .~~ .~~ .~~ .~~ .~~ .oow m~ ~~ 660 . ':: '" . ::: ~ . g; g; 660 .~~ .mw l. - 100 00 (f) tJJ . a.. a.. K33333 uu >> ~ . .E-~O~4. . . .g; g; [1:12%. ~ - MO" i 0.50% . !I,Ml. to '-" 0.50% L ~ 600.00 I 0.80% r ~ r I K 967.74 . 650 iE- 0.46 650 I po2 I ~: ~ ~ I I 01 0 en en .. 645 I 'f'~ ~ ~ 6 ~ 645 . '~'~I~' gj~' ~ N (jj II II - ~~~~-r.FM 11 II 11.11 <{ > S~~' <(> 1--1 640 . I- -' I- -' "' UJ 640 CfJ ill (J) W f-II- ([Iii g; g: ;;!>: >1> 635 I 635 -------, . 0 0 0 <01 L() ..- 0:> 0'> N co (O I'-- 0 CO l() <0 0 ~ 100 ~(jj ~m ~~ ~N ~v ~M ~~ ~~ CON ~N ~~ m~ ~N ~~ ~~ ~ro ~ I~ ~~ ~~ N~ ~~ ~q M~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ <O~ ~~ ~~ co N L()N L()~ ~M l()M ~v ~v l()V L()V l()~ l()~ L()m l()~ l()~ l()~ m~ L()~ l() 630~ m~ <O~ will w~ <O~ <O~ <O~ <O~ <O~ <O~ <O~ <O~ <O~ <O~ <O~ <O~ CO 630 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 Johnson County Project Number: STP-S-C052(67)--5E-52 I Sheet D.14 - . - - ....._. -. -"' -. ~\ Lb 1 t \ "I\~\ \\' \ ' ~ 8 "-, \ II I / - P\)'l I -..-.., ---~ \.\ \ @o )-- - - . J \ at \ 1 ,~\ '" 0 I ' \.\\..> ,\ '" 0\- -@- '-~-- .' \ ~I / . ~ Q\ .\ \~ I / . ~~r--r? c: \ \ \' (. \ill", I / - - ~ LJJ \\ \, .x<" -w - - 1-'~'; ~ -. \ \1\1 ,\" · '"'-'....A :;;--- -- - - - - . ~'" -=.1....0.. .Ion -LAl "",-,\. ~ - - - L "all!. "0 - .5 - + __ - - _ __ U'i C'.l c: . ~+ -21 \\\ 0 0...... -- __ __ wo::~ ~~ . " . + "0 + ---E g . m {JI '< Cl + ~ 0: IC} ~.~ ~ 5 \ ~\#\ ~ rt=.( ;;; 0 0 + ~ _ -5'l:tg ~ 9 x~ \ I, .- II II 32'@ -- __ __ lJ ~~~ ~2~~ \\I~I~\ left. ~ ~o +00 -- ~ -- _____ __ I ';;: ~ ~ j; III ,;; g \ I.L@",+,,- 0;:; 5.c \\ 0 t :J!(', ~ .c:. .... II ~ ~8t~ I \( \~\ ~ ~>\ m,\~ : oj I g I Z \ ~ III . a: g SCALES: ! ~ \ '~, ll\ \ ...J g 1"=100'HOR I ~ '6g - ~ ~L ~ ! 1"= 10'VER I ~~.. J ~ I-\It' ~ I g.... '~ ' , ./ ~ A "" 3 lV "- Vi ~~ _\ ~ "" '8 <g." ~. ~ \ E\, l"f '11 a a 00 cO r---: E MM E f---- co co _ 660 660 655 ~ 655 f---- ... ..:::!' O' _ N '" '" - . . 0 0 . <; 0 0 . co. ..............-:: N <D . ci ~ -,<"' --c.. 6N,... +"<2" 65~J x: ~-= __8 ~6 ~ (; ~ 650 l I -'--i..... '. (0 O"<t ..... <D l....J . --:? II II ....... <0 II II J' ("). Os' < > "" - . , t- --! <( > ~ ~ L = 1 ~o.oo 64;;:: N. '>- ' '" ill .... ~ '" ill K = 12285 645 ::2::J ,.... -" 0 () (I) UJ , . ......._..-."..l-'-.. 0..0............- I-:-r.-. "E=-23" r--------- Lt..J ---~~ >> 0...0.. 0..0... . 0' () ~ . > > > > 0:48% -0.74% ~ . ~ 640 g. - .092% 0.4 % 640 . . ~-100.0 .--' l K=.27 .--'. E=O.18 0 a 0 ~ ~;; ~ . :.:: 635 ~3' .~*. '':j:'~ r- aN ON '8~ _ ~~ ag .~~ 630 II II 1I III II II 630 <I" .w 1--1 U) W CI} \ll . U) W 00 a::: a:: 1-1- a.. a.. >!> . a. a. 625 > > . > > 625 t---=-=- v 0 CO CO M ~ N v ~ ~~ ~N ~ro ~M ~~ ~~ ~a ~~ N~ ~~ ~a ~~ ~~ ~~ ~~ ~~ 620 ~ ~ Z6 ~ ~ ~ ~ 3 ~ ~ ~ ~ ~ i ~ ~ 620 994+00 995+00 996+00 997+00 998+00 999+00 1000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00 Johnson County I Project Number: STP-S-C052(67)--5E-02 I Sheet E,Q1 .- .-, -.-----. ... "- ------------- -.-.- .... ___u_..____... ...___ _, . -"-.. ~- ..,-- 0\\ ~ " f \1> (i. I 't- '" ~iP I ~ ~ '" "' :> , I I I . I . - . ) - -- - - - - - - '" - - - - / 0 '" - . 0 0 '" - - - , 0 0 - - - - - , -- 0 - --- - - ---.0 - --<0 - --5? r ~ - ~ ~~,p - -=r- 0 - 0 - - ~ -':P0~ -'U-- - - - 19 ...-'~-:& '0: en - - - 0; - - - - ...- \\ :.> ':)19 to I - - ~. Q"""'o -,4 '(;i " - - .~1;, q.;;~:J '" O:>\i). <:'1'6<"0 0 c'1 - ~ ~ i$ll- 0 .-.0 '" = o~ ,,~~~ f I + 0 ~ <". .... 0 ~ ~.... '" 0-<9: ~'6-o.-;' w \\. ~0 '" ~O Cl I '" rn Ii <:r '6 '" j;-.:=i. %~.~ I '" " - i -",-' N l' ~~tn 0-' 11>0> - - ==-~ C;, c...:l \1\ - 'I: SCALES: - ::-<--. ri1 ~ 0 1" = 50' HOR ~~ C? 1"=5'VER f - :P- ill I 00 '" '" cO cO 665 '" '" 665 '" '" 660 660 655 655 '0 0 0 ui 0 0 NN 0 ui 6"": ui N .. 650 ON ... 0 .;!:. "": 650 0" + "' o ~ 0.. " " 0.. N<C "'> N '" II II I-~ II 11 cnw '" > "'> 645 uu I- ~ I- ~ L = 100.00 645 .(1) Ll.l. cnw 'll..ll..' f-"f-' K = 266:57' >> 0::: a: i:l.o. E = .MS > > >> 640 " r -0.12% ~.O.49% 640 . L - 100.00 - ~~5-f;92 635 E = 0.22 0 0 0 0 635 ,0 .0 0 ~~ 0 '0 '" . if co ~ ;g o ~ '" .., .. . 0.. o ~ 00 630 N <0 0.. 0.. 630 " " N<O N<o 1-:; '" > ~ :3 cnw I-~ <nW cnw uu 0::0:: 1-1- 625 0.0. 0.0. 625 >> >> >> I '" OJ ~ '" 0 '" '" '" 0 "" '" 0)", ": '" .....~ "0 N", N '" OJ,,, ~ ~ ... ~" 0'" 00 o C!:! ~~ ~~ ~ ": 0'" o . '" 620 ",0 ",,,, '" 0 '" ~ "'~ "'~ '" ~ '" 0 '" 0 .,; 620 ",;g "':;5 ",;g ",;g ",;g ",;g ",;g to ~ CD 2; '" '" 1996+00 1997+00 1998+00 1999+00 2000+00 2001+00 2002+00 2003+00 2004+00 2005+00 2006+00 2007+00 2008+00 2009+00 2010+00 2011+00 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet E.02 ............... "\lo~ '(;.'. 7. ~ ............... ~ . ""~:;:. I '$-~O"", ~ dl'" \1,-............... ------= !O "'~:------...............""""""'" I ~............... ~ Q ~ .0)(:-\, ~ lJ,"'- . ~ ~~<J: ,'" \.0. <$), . tS' ~... ~\\ ~~\, I ~Q~~ ,\~ -a.~ it \\ -;'\Y. ~t!) ~ . 7. -~ 'C. '"7 C: ~ . "" 7c:~"" - - - '*"~O.... ~ dl'" !O "' '" . "' '" - -..-- J '" '" '" 0 V' + m 0 i<l .. + + + /- - - - - + + '" 0 0 '0 - - 0 0 0 --"- 0 0 U> - I--T ~ - - ;;; ~ - " :j~ \ I I '" :.:reO. 4 I 0 0 ~'" ~ .-/ \ ~ ... + 0... '" '" 0.. " \11 \ ~ I '" .~ t ~ -J '" w ~Ul ~0 '" ~ -, W '0. .. "'b\ " \ D ~~~ 06 \ I t't ~ tIl \ . o 1\ SCALES: .>6*'~ . 1\ c.~~ I ~tO{() r./ \ 1" = 100' HOR 8 \ \ 1" = 10' VER \ \ -- \ \ 00 00 0'" " 0 moo ~ ~ 675 v v L!'J L!'J 675 co <D <D <D 670 670 665 665 C"'> N .~ 660 ., co ::::c:: u:;" 660 + 0 ; -1 :JC .~ =-t3<l:() o~ "'" W K = 22.28' O~ ;;; I tow .....J E = ,0.95 . .11 Il <ri " j C") U_ <C> ro~ (1;" 655 + N + ro 655 .N. .>....) f-~ " . \5 <0 '~.~~!!3% VJ w. 0... 0" 0,,' I c...' t- uu "'w ~~ LW -eC " a.a. II II Cl U >> ~~ 1"'" 650 ..!r UlW W 650 = ro . >> a. =-,.J " r> ro ,..: '" .. '" . .. oj + a> 645 ';'... N r"-:. oj -0.3-3% ~ 645 0" .~ ~ . L .= 250.00 . ..- .C':!. .0 l(). ON "'W .., . K = 92.4 o ~ " II' ON .., ro O~ E = 0.8 <> "'<0 II II f- ~ II II 640 ~~ <I) UJ. ;:::~ 640 - - uu >> f-f- a.a. a.a. >> >> 635 635 v 00 '" m m L!'J '" '" L!'J m co 0_ ~ '" L!Cl '" "'0 '" '" m... "'~ "'! "! co L!'J cri~ o ~ 00 ... oo"l N "l mC1:! cOt--: '" '" ui ui 630 v'" L!'J ~ L!'J'" L!'J'" L!'J N va> V '" ... ... ... v co;l; <D:g <D:g <D:g <D :g co;l; <D ;l; co <D <D <D 630 2996+00 2997+00 2998+00 2999+00 3000+00 3001+00 3002+00 3003+00 3004+00 3005+00 3006+00 3007+00 3008+00 3009+00 3010+00 3011+00 Johnson County Project Number: STP-S-C052(67)--5E-b2 Sheet E.03 .--.- - .---- - - -"~~- .. - - ~---- - -" - ~ --- I ~~ / ;' ~ / <ri" "'co'" / Yo" 1/ "? Pi ~ ~ " ",'" ~'i?8::""1"""1" flPf- / ""1'~~~~ ~0 / / if~ 0 II II ;:> ;J:' f - i:!!i€~~(J) ~~ / , ( 0 -0~gf~ ~& ~ ~ . _ c ~" , - <:> ~ - i! "''''0> ~ ::.i ;::0~ ~ . 0J sr/CO ;}: (()CO C r? / S'f...""~ Gico "c' f/ rv & i"') ':"cX ~ <;: {fr?o o ,,~ / ..,.!:, 1/ r>:l .... FE;g :; ~ / . ~'1'o I1J ":" f':~t{) .......... "l1'"t:7 "> "11: 0 !('... fE(g c: s . ~ / " ~ii?0/1 -ClJtE.:>. 8. jjj<:> "" ci' ~ - ft]-Jii-S!J - ! rr,:d '" ~ . .s CiS tP ~o _____ 1,(')""'1- ~ r? C'\I co_...... .E; / '<:1-c' Ii ^:C)'" ~.. '" ' I":l 0 "'(\,to ll) lI/ '" / if:. F?%;gil "" ~ / ---- il"g,; 01/ 1/ co ~ '" II '" r--,:l " ,/ "J!i€<:S",: ~ / = ,// -"'~gg~ II. 7: 0 ~ - 0 " SO CJ ,/ /,/ \ G:' ~ ~::--. in 11 G. ~ )7_\ n _ ~ /,/~ I.., :E ~ 0"'" ~ ! ~ / ~ ::=\0 III ,/ ~O_~" .., ~', 0 0&,,- .a:: ~ ,,/ ,,0.-' rr,;::;: J ,/ ~"<ri Il)co" '" --:0 J->- S5 ~'?l ",!fj;g", CI) ~ ~ C)"-- Q') . ~o" II Sir:: '7.lfOO)O) ~ :Z./'-.. ~ ~?~~~~ ~~~~:~ '" - SCALES: / Q~~&&~ 0' Cb !3! co f2 iR '" "')? U> &.",011,1& _ fY CI 1/ If co '" '" '!:qj gliJs II "" " 1" = 100' HOR -";€<:,,,s / "" .s~J:~'Sfl) c~o . '" ~.s!f -ClJ~~s~ '" 1" = 10'VER -.E;- / " I ~ " ..------------- .., ~ " " ./ ...... 0'" , 8 '" 665 665 660 660 655 655 650 650 -0.54% 645 --'" 645 6401 N '" ,em .... .... ~ '" 640 . + <ri .,. .,. NCO + ,e 1I II -" "'''' ~:=; II II . 635 <nW <<> 635 >--' - "CL.D.:. 'w lJ.i 00 0.0. . "'"' 00 W W 630 630 625 625 '" 0'> L!) ~ 0 '" " ~ '" N ~ ~ "'" 0'>", " ~ .... '" '" '" '" roO r-'" cD~ <00> ,e <0 <0 <0 <0 <0 "" '" ,,"0 "" <:> ... .... 620 ;; .,. " " " " <0;; <o:g <0 :g <0;; 620 '" '" '" '" '" 22+00 23+00 24+00 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 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet E.04 --- -- ~- --- STAGING NOTES General Requirements Construction Sequence (Continued) The intent of the staging notes is to describe the Items that will be required of the Contractor. Progress Vouchers may be suspended Phase 2: Stalion 248+00 to Staffon 279+00 if the following requirements are nDt met. Major Items Df WDrk - Removal Df Existing Pavement, Grading, Modified Subbase, Storm Sewer and PCC Pavement. Schedule and Notification Notes: Safety Closures shall be placed and maintained at the limits of this phase on mainline, Local Traffic will have a maintained It will be the contractor's responsibility to submit a construction schedule at the pre-construction meeting for approval by the access to Sycamore Street at all times, . engineer. Daily updates to schedule shall be given to the engineer and/or inspector at the time of construction, Phase 3: Station 216+00 to Station 248+00 Access Major Items of Work - Removal of Existing Pavement, Grading, Modified Subbase and pce Pavement. Access to adjacent property owners shall be maintained at all times by way of the existing pavement, modified subbase or new pavement. Temporary rock drives shaii be maintained at all times. Notes: Safety Closures shall be placed and maintained at the limits of this phase on mainline, One Jane of pavement or rock will be maintained at all times during this phase for use by Local Traffic, West side of the roadway will be constructed first to maintain Dust Control access to adjacent properties. The contractor will be required to control dust during construction, Upon notification by the Engineer the contractor shall apply water or other type of dust control to any rock surface present within the construction limits. Phase 4: Station 189+00 to Station 216+00; and Station 209+16 Major Items of Work -- Grading, RCB Extension and Modified Subbase Signing Traffic Control is a bid item. The contractor will be responsible for all required signing within the construction limits as well as all Notes: Phase 4 of construction can take place anytime during the first 4 phases of this project. Safety Closures will be placed at the advanced warning signs on all side roads, Johnson County will be responsible for all advanced warning signs on Sand Road as well end of the culvert being extended. All existing pavement shall be left in place while grading is taking place, as all detour signing, Safety closures shall be in place delineating any section of the Sand Road or side road that does not have a surface suitable for vehicle traffic (rock, seal coat, or pavement). Phase 5: Station 189+00 to 216+00 After Phases 1-4 of tile project are complete the existing pavement can be removed between stations 189+00 and 205+00. Final Acceptance of Work Obliteration of the old roadway will take place at this time, Upon completion of the major items of work including Pavement Markings for the entire project the Contractor shall prepare all disturbed areas for seeding as per Article 2102,11 of the Standard Specifications. All debris shall be removed from the site and all Major Items of Work.. Removal of Existing Pavement, Obliterating Old Roadway, Grading, Modified Subbase, RCP Culvert and rock entrances shall be final rocked and bladed at the direction of the Engineer. Special care shall be taken in front of residences to PCC Pavement. ensure that no rocks or construction debris of any kind are left in the final grade, A punch list will be prepared by the Engineer during the final phase of seed preparation and clean-up which shall be completed by the Contractor prior to Final Acceptance of Work. Notes: Safety Closures shall be placed and maintained at the limits of this phase on mainline, One lane of pavement or rock will be maintained at all times during this phase for use by Local Traffic. Phase 6: Station 177+50 to 189+00 Major Items of Work.. Removal of Existing Pavement, Grading, Modified Subbase, RCP Culvert and pce Pavement. Notes: Safety Closures shall be placed and maintained at tile limits of this phase on mainline. Construction Sequence Phase 7: Station 122+27 to 160+00 The construction sequence shown includes major tasks to complete the project and is not intended to include all items of work Major Items of Work.. Removal of Existing Pavement, Grading and Modified Subbase, required, The constractor shall be responsible for coordinating all construction items. Any proposed deviations from the construction sequence shown shall be submitted in writing to the Engineer, The Engineer will have sole authority for accepting or rejecting the Notes: Safety Closures shall be placed and maintained at the limits of this phase on mainline. proposed deviations. Phase 8: Station 112+00 to 121 +59 Phase 1: Station 160+00 to Station 166+00 and Station 279+00 to Station 293+00 Major Items of Work.. Removal of Existin9 Pavement, Grading and Modified Subbase, All work between Stations 279+00 and 293+00 will be conducted simutanously with the construction of the Inverted T Bridge at Station 162+35. Notes: Safety Closures shall be placed and maintained at the limits of this phase on~mainline, Major Items of Work.- Construction of a 40' x 70' Inverted 'T' Bridge, Removal of Existing Pavement, Grading, Modified Subbase, Phase 9: Station 112+00 to 160+00 Storm Sewer, SUbdrain, and pee Pavement. Major Items of Work.. PCC Pavement . Notes: Safety Closures shall be placed and maintained on the mainline at the limits of this phase. Part of the East / West Arterial shall be completed as part of this phase with the entrance into S & G Materials relocated to the East / West Arterial, Access will be . maintained to the S & G materials from the South during this phase of construction. Sand Hill Estates will need to have a temporary drive installed to provide access. C") <( N ro "2- : ~:6 ('.- -r o:~ \_) ::;: U' ,.jr- LU ("') ::.) t:: ,._, -' N '7'--'. - U-- (..) 1~~ W ,~ .-- I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet J,01 -'" 0 = N f I I 55' R45,OO' .. R45.00' 55' 12.5' 12.5' . 591273.4168 N N 588657.3704 N iV' 2182313.8811 E 16 00 2183451.0591 E . :? ~ . ill CD CD I . N ~ ' . _ N . .... ...J CD ~ ' ~~ CO N N ~ ~ . '0 ~ t;; '0 ~CD _____ CO '" N N ttl ____ w '. -- ............ o ":" ~ _____ 0 ~ 19 00 - <:;l 18.25' 18.25' -----.. 0:: N --' ~ 18.25' 18.25' 0:: ~ . CD CD N ~ ~ CD . CD CD N I\I8Poteoo-Stp et '0 . "' ~ urs ~ -g ~ C N--' CD ttl ~ CD a.5' ttl______________ (/) CD ____ (/) N ----- . " -......... N !(l Y ~ ~ t;; ~ CD CD ____ ")l I " ~ I CD ~ ~ .- CD 16 00 ~ R 45.00' " R 45.00' CD 55' ~ 591178.9768 N ~ -0 ~ 588547.5395 N 125' 12.5' . 2182377.7367 E c. 12.5' 5.5' 2183451.0591 E 5.5' . 55' 12.5 I. I - ~ o ~ I > Q I );"'-j n 11 I \ U r ~n w ~_ ~ ' .. . \ R 45.00' ~~ r- ~ j ~ 594776.2241 N _ g; :1: C J 1 R 30.00' 1 \ 12.5' 2181395.0681 E 07' CD 12.5' 5.5' 594166.8935 N 5.5' :2:. ., 5.5' 12.5'('1 2181401.0384 E iO ~\ P ~ - ~ CD ~ ~ CD ~"2200 . \~ ~ ~ 8 N ~::: ';2:' CD ~ CD ~ 17.S IS CD b ttl 0 "~-G \ N as ~ 18.25' 1825' ~ Lloyd Avenue 0" N" ~ I easan l valley olf '0 ~ "' CD ,;, CD b " CD 0:::: ..... N ~ 15' co ~ .,.. '0 --,;: ~ :<:< Course Entrance & ~ CD CD c: . 175' . co ~ . <0 "0 ";l U) CD CI 15' C _ ....l N 8 () co ~ M ~ if) CD ~ CD ~ ~ \ CD . N ~ :. CD R 45.00' N R 30.00' . :c: 594666.4155 N , ~ ~ ~ " ~ 594060.8935 N ~ CD ~ \ 2181401.5539 E 12.5' 5.5' I 2181403.3545 E 12.5' 12.5 5.S 12.S 5.S 23 00 \ 22 00 \ \ \ \ Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet L.01 __ _._._ __.___n_ __u._ + I 24 00 R 45.00' 81' 12.5' . 595106.9034 N R 45.00' 8 l' 12.5' CD \ 5.5 2181364.0430 E 596373.5695 N . I " I 12.5' _ 12.5' CD 2180962.0614 E ~ 55' I . . ~ \" ~~ CDI '::~I . "~CD CD ~CD~I f ~ ~ CD b N _N W _ -g \:e,j CD ~ 85' ~ >8.25' g Anderson Ave. . I Rd' 18.25' 18.25' ~ 8.5' ~ co ~ I o b CD ~ CD b Winter Eag e oa ~ CD b CD I 0::: ~ ~ CD ~ CD ~ 00 ro ~ 'T""I. CD N .... C \ b ~ CD I ro co (f) Lo~ ~~ ....CD ~~ OO...J r in CD ~ I \ ~ R 45.00' ~ ~ CD ~ 594997.5498 N R 45.00' 12.5' r . 2181375.9510 E 596268.7107 N I 7' 12.5' I :e 55' \ \ ~ 1~D5' 125' . 1\ 2180995.2974 E \ \ ~ R~ f 595286.5178 N , 2181340.7582 E R 30.00' N \! 12.5' 5.5 \ N 13.5' 1 ' 13.5' 596566,7294 N I \ 5.5' 12.5' Co Co <';'l 2181020,9276 E ~~ ~ ~..J \ co ':: ~ ~ <0 (Y").<( ~~ "0 .... N ~ w ro ro ~> ~ 0 -"-0 0 ..J co r:t: N (1'~ a::- \.230 H L "'~ C> L_ ~::;: W :e b 18.25' armony n. ~ ~ \.l'fe',:> - ,,,-,, , ~1825' ~ f',-,Ir. 7") (-.. '0 \ ~ 8.5" CD C 20' , , 'Or, J. C') ,.~ -c- ro. ~ CD b ro 0 CD e St.~ - - N >- 0 0 ~ CD ~ (f) 'eet I (...) t-~ cr: ~ !e ~ _ -- W ._.""-I~ ....l Cl 05 -g \ ~ CD N cS (.) ..J\ CD I CD c:;l -- (tl '" (f) ~ r\1D '" ~ ~ ~ .... ...J R 30.00' ~. ::.::: 13.5' 1 '13.5' ~ 596480.4906 N \ ~ CD~ I R45.0Q' 2181049.1581E \ 595177.5055 N . \ :'", ~, n "."~~m . Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet l.02 - --_.~ - , I- 120' 210' , I I 1 30:1 Taper . 10:1 Taper I I J6d'e.lrm; Jade.l ~;oc J_ ..I I.. 158.2' 171.8' r-' c;:.") 5 ~ ~o CJ rn \ PAINTED MEDIAN j7:::.! C) ~-<.. N r All pavement markings in the median will be a 'Oc-~ -) v:J i' n :=...-\s ' -t: ' ~ _1 8" wide stripe. Outside edges measuring 6.6 -'\Ii -' ' .. I' ~ ',.,/ JJ -~ - stations and inside stripes measuring 1.0 5 :;K CfJ ~ .- stations. Inside stripes set at a 450 angle. ",...- - yo oJ:) Total = 7.6 stations x 2 = 15.20 stations. (\l --4-- 'C Q) t <( S -- W !> \ / ~ I I Sand Road :0 Sand Road I ~ I I I I ..1 I 1 I I I '" - 0 0 -1 8.:t- ~ .:t- Ii? N 0 ~ .- 0 0 1/ 1 A 1/ 10/1 , ':i: 0:;:+ 0:;: I I , U') '" ,oz Ie ,L~ ,n ,!,. " , ~ ,s. l ~ ,t; ~ ,Ll O,Ol 0) I ,;:::: I I =IU I 1 '" , N co I'" N co r-- . '" '" '" '" '" I I "\- "'" .. " I 1 ~ ti "" ~ -- L \ " /5:1 .... !> Q) t <( S -- w Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet L.03 ~ ---.-.-- Station 138+00 Contractor to furnish and place 24" x 62' RCP (3000D) on a 00 skew with two (2) 6' - 1 1/2" aprons. 36.13' Left Inlet Elevation at end of apron = 636.00 38.13' Left Outlet Elevation at end of apron = 635.60 36.13' Left Inlet Elev. = 636.00 38.13' Ri9.b! 14' Outlet Elev. = 635.60 I ~ ~ 1 u ~ <( ~contractor to place 7 Tons ro y:es I Erosion Stone atthe n ~ ~~ .. 30' 32' direction of the Engineer W ~ 0_ l ~ N _0 . ._ r LL W 1-<( l.Ll 0'> S; :> 62' "-" 0 GO c--' _ Johnson County Project Number: STP-S-C052(67}--5E-52 Sheet M.01 - - --.-- - . . :-.' C? 0 ~ ~o c? )>-; 1"'1 \1 -, " 0--< - '" r- --- '^j c.,.) . Station 182+80 -11... . . -/ .-- \ '.'r-n ~ ,- Contractor to furnish and place 36" x 72' RCP :0 '.. t 0:;>, ;:, (30000) on a 100 right leading skew ~ .. )> - -.D with two (2) 8' aprons. 46.00' Right Inlet Elevation at end of apron = 633.50 42.00' Left Outlet Elevation at end of apron = 632.66 42.00' Left 46.00' Right I Inlet Elev. = 633.50 Outlet Elev. 632.66~ T I ~ Q Q 1 ~10" RF-19F , J Contractor to place 7 Tons J Subdrain Oulet Erosion Stone at the 34' 38' direction of the Engineer. . .. 72' . Contractor to place 7 Tons of . Erosion Stone at the direction of the Engineer Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet M,Q2 - -- Tabulation of Dirt Work ADD. ACCUM. EARTH ADD. ADJ. FILL + ACCUM. MASS STATION CUT BORROW WASTE TOPSOIL CUT ADJ. CUT CUT FILL FE SHOULD FILL FILL 35% FILL ORD. 111+00 0 228 228 228 0 0 0 0 112+00 228 482 482 710 1 6 7 9 9 113+00 701 547 547 1257 4 126 11 141 190 200 . 114+00 1057 593 593 1850 11 11 22 30 230 115+00 1621 . 825 825 2675 32 11 43 58 288 116+00 2387 1100 1100 3775 64 11 75 101 389 117+00 3386 901 901 4676 177 354 11 542 732 1121 . 118+00 3556 482 482 5158 333 11 344 464 1585 119+00 3573 325 325 5483 549 11 560 756 2341 120+00 3142 472 472 5955 366 19 385 520 2861 121+00 3094 304 304 6259 12 22 34 46 2907 .-.1,22+00 3352 N < 350 350 6609 44 9 53 72 2978 3631-- ;.123+00, -:0 0 ~ rYe\.. 556 556 7165 206 11 217 293 3271 W ::"1t24+QOU ~1JllL -'./ . 439 46 440 833 7998 451 120 440 ,... '\ l-. 20 1031 1392 4663 , ;"-:<5+00- , ; 3335 -' LL L:l ,->-- 477 91 846 1232 9230 540 15 846 1401 1891 6554 ':..\~6+00, :::: ' 2676 -'" ~ 671 104 822 1389 10619 440 11 822 1273 1719 8273 2[27+00 - 2346 806 110 791 1487 12106 356 11 791 1158 1563 9836 128+00 2270 637 89 736 1284 13390 333 11 736 1080 1458 11294 129+00 2096 492 72 719 1139 14529 328 158 11 719 1216 1642 12936 130+00 1593 446 65 706 1087 15616 318 11 706 1035 1397 14333 131+00 1283 431 58 703 1076 16692 297 11 703 1011 1365 15698 132+00 994 408 51 691 1048 17740 286 236 11 691 1224 1652 17350 133+00 390 I 361 37 682 1006 18746 280 11 682 973 1314 18664 134+00 82 135 12 239 362 19108 86 4 239 329 444 19108 . 134+33.61 BALANCE POINT #1 0 BALANCE POINT #1 266 23 471 714 19822 171 7 471 649 876 19984 Cut + Borrow - Waste ~ Topsoil + Add. Cut = 135+00 -162 (Fill + FE + Earth Shoulders + Add. Fill) . 1.35 . 393 40 734 1087 20909 242 11 734 987 1332 21317 12.468 + 0 - 0 -781 + 7,375 = (5,514 + 994 + 271 + 7,375) '1.35 138+00 ,408 19,108CY= 19,108CY .. 355 41 764 1078 21987 227 11 764 1002 1353 22669 Overhaul:::: 23,620 Station - Yds I 137+00 -682 463 46 799 1216 23203 196 392 11 799 1398 1887 24557 138+00 . -1354 489 44 809 1254 24457 208 11 809 1028 1388 25944 139+00 -1717 TOTAL 14434 0 0 929 10952 24457 6558 1386 322 10952 19218 25944 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet T,01 I <>...._.. .....:.. 'AI~"'_..'_ ""'".....",,. ".~. n.. ...._-~ ---- .. --.. *- .. . ._.~_._-,~_.~. ~-_... ..' - . ......-.._,--~.~ -- --... Tabulation of Dirt Work (continued) ADD. ACCUM. EARTH ADD. ADJ. FILL + ACCUM. MASS STATION CUT BORROW WASTE TOPSOIL CUT ADJ. CUT CUT FILL FE SHOULD Fill Fill 35% Fill ORD. 139+00 -1487. 425 38 801 1188 25645 238 11 801 1050 1418 27362 140+00 -1717 368 33 786 1121 26766 233 11 786 1030 1391 28752 141+00 ,1986 335 27 760 1068 27834 259 11 760 1030 1391 30143 .. 142+00 . -2309 304 21 372 655 28489 287 11 372 670 905 31047 . 143+00 -2558 233 9 224 28713 268 11 279 377 31424 .. 144+00 -2711 217 217 28930 238 11 249 336 31760 145+00 -2830 "-' = 212 212 29142 245 11 256 346 32106 0 = r' 146+00 ,2964 :20 c:;l 202 202 29344 262 11 273 369 32474 '" -n :>>--, " -, - 147+00 -3130 ~' '" ~ 205 205 29549 268 11 __ 279 377 32851 C) ... W 148+00 .3302 -::=:\C'j ~:l- -. ~.~, "'" ,-' 253 29802 267 11 278 375 33226 :z:: '0 . -:J} 149+00 .. -3424 Q?, Cf? 284 284 30086 275 11 286 386 33612 'Z. - 150+00 , -3526 )>- v::. ---- ~98 41 357 30443 164 318 11 ri666 34278 151+00 367-- --546 '737 -3835 r-- 482 78 367 771 31214 168 11 35015 - - ~_ 152+00 . . -3801 . 474 75 755 1154 32368 . 279 11 755 1045 1411 36426 153+00 '- -4058 -. - 562 81 700 1181 33549 238 11 700 949 1281 37707 154+0g -4158 . . 155+00 .-- r-.685 87 806 1204 34753 179 11 606 796 1075 38781 -402(-= , 821 92 492 1221 35974 139 11 492 642 867 39648 156+00 -3674 .. - 993 96 423 1320 37294 158 11 423 592 799 40447 -- 157+00 , ,3153 1262 110 456 1606 38902 174 11 456 641 865 41313 .. . - 158+00 -2411 . 1671 133 428 1966 40868 146 11 428 585 790 42102 159+00 -1234 1573 108 459 1924 42792 44 8 459 511 690 i 42792 159+70.15 BALANCE POINT #2 0 BALANCE POINT #2 669 46 196 819 43611 19 3 196 218 294 430B7 Cut + Borrow - Waste - Topsoil + Add. Cut = -. 160+00 524 (Fill + FE + Earth Shoulders + Add. Fill) . 1.35 - 982 84 370 1268 44879 52 901 5 370 1328 1793 44879 13,925 + 0 . 0 - 1,223 + 10,982 = (5,573 + 710 + 279 + 10,982) .. 1.35 160+47.34 BALANCE POINT #3 0 23,684CY = 23,684 CY 1090 88 412 1414 46293 58 1003 6 412 1479 1997 46876 Overhaul = 6,843 Station - Yds .. 161+00 .. -583 1116 89 584 1611 47904 487 15 584 1086 1466 48342 . 162+00 -438 BALANCE POINT #3 . 163 594 75.7 48661 188 17 594 799 1079 Cut + Borrow - Waste - Topsoil + Add. Cut = I 49421 163+00 -760 (Fill + FE + Earth Shoulders + Add. Fill) . 1.35 419 651 1070 49731 409 17 651 1077 14~~ 50875 1,651 + 0-0 -130 + 566 = (71 + 901 + 8 + 566) "1.35 .. 164+00 -1144 2,087 CY = 2,087 CY .. 1029 436 135 19 482 1034 50765 273 259 15 482 1389 52264 Overhaul = 0 Station - Yds 165+00 -1499 - 616 35 239 820 51585 182 11 239 432 , 583 52847 166+00 .. I ,1262 TOTAL 17450 135 0 1390 10933 27128 6197 2481 317 10933 19928 I 26903 Johnson County Project Number: STP-S-C052(67)---5E-52 Sheet T.02 ._-. --..--". -- -.. - - --_...- ... --,-_.. -~_." I I Tabulation of Dirt Work (continued) I ADD. ACCUM. EARTH ADD. ADJ. FILL+ ACCUM. MASS STATION CUT BORROW WASTE TOPSOIL CUT ADJ. CUT CUT FILL FE SHOULD FILL FILL 35% FILL ORD. 166+00 -1262 720 59 330 991 52576 152 224 11 330 717 968 53815 167+00 -1239 737 90 385 1032 53608 84 11 385 480 648 54463 168+00 .855 733 103 200 830 54438 38 168 11 200 417 563 55026 . 169+00 -588 694 120 71 645 55083 23 11 71 105 142 55168 170+00 -85 , 123 29 94 55177 5 2 7 9 55177 170+20.19 BALANCE POINT #4 0 BALANCE POINT #4 485 107 378 55555 22 9 31 42 55219 Cut + Borrow - Waste - Topsoil + Add. Cut = 171+00 336 (Fill + FE + Earth Shoulders + Add. Fill) , 1.35 554 143 411 55966 32 11 43 58 55277 6,114 + 135 - 0,630 + 3,948 = (1,899 + 1,654 + 127 + 3,948) '1.35 172+00 689 10,298 CY = 10,298 CY 568 138 430 56396 33 117 11 161 217 55494 Overhaul = 5,558 Station - Yds 173+00 902 530 122 408 56804 56 11 67 90 55585 174+00 1219 452 104 140 488 57292 86 11 140 237 320 55905 175+00 1387 470 48 314 736 58028 78 11 314 403 544 56449 176+00 1579 578 236 814 58842 35 93 11 236 375 506 56955 177+00 1.~ M 584 62 646 59488 14 124 11 62 211 285 57240 11ll+oo 3- 2248 :;?: 414 - CO ..../ 76 490 59978 372 11 76 459 620 57860 (\ 179+00 0:: -' 2118 ~ L1..! - L"': "'" ...... -191 213 404 60382 831 11 213 1055 1424 59284 18Q.tOO (- f- llJ~ ~ N () 54 269 323 60705 775 9 269 1053 1422 60705 L 180<>86.38 C ,- BALANCE POINT #5 0 BALANCE POINT #5 ;0:=; ( ::> 11 46 57 60762 133 2 46 181 244 60950 Cut + Borrow - Waste - Topsoil + Add. Cut = I 180rof'OO n -188 (Fill + FE + Earth Shoulders + Add. Fill) , 1.35 I ~, - 42 396 438 61200 778 11 396 1185 1600 62550 4,880 + 0-0 - 662 + 1,310 = (2,334 + 334 + 117 + 1,310) '1.35 I 182+00 -1350 5,528 CY = 5,528 CY 53 465 518 61718 654 11 465 1130 1526 64075 Overhaul = 319 Station - Yds 183+00 .2357 73 519 592 62310 575 11 519 1105 1492 65567 184+00 -3257 132 468 600 62910 418 11 468 897 1211 66778 185+00 -3868 345 331 676 63586 211 11 331 553 747 67524 186+00 .3938 578 267 845 64431 80 400 11 267 758 1023 68548 187+00 -4117 618 43 253 828 65259 62 11 253 326 440 68988 . 188+00 -3729 578 121 121 578 65837 88 11 121 220 297 69285 189+00 ,3448 . 516 198 318 66155 63 11 74 100 69385 190+00 -3230 505 247 258 66413 9 11 20 27 69412 191+00 ,2999 573 253 320 66733 1 11 12 16 69428 192+00 -2695 478 247 231 66964 16 11 27 36 69464 193+00 -2500 TOTAL 12389 0 0 2172 5162 15379 5724 1126 297 5162 12309 16617 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet T.03 ~-~ ...-. .-. . --.' .--.-.- ,--,~ ~. _, . _ __'.. 'h, ._, _'_.., ~ ,_ ~_~ _~,~.~_ -". , '. ._. ..'_ ._, _~ _ _"_.'__'.,___ .... --.. .-- Tabulation of Dirt Work (continued) ADD. ACCUM. EARTH ADD. ADJ. FILL + ACCUM. MASS STATION CUT BORROW WASTE TOPSOIL CUT ADJ. CUT CUT FILL FE SHOULD FILL FILL 35% FILL ORD. 193+00 -2500 346 355 237 464 67428 20 11 31 42 69506 194+00 -2078 360 235 125 67553 5 11 16 22 59528 195+00 -1975 . 466 240 226 67779 1 11 12 16 69544 196+00 -1765 549 242 307 68086 0 11 11 15 69559 197+00 -1473 610 241 369 68455 0 11 11 15 69574 198+00 -1119 632 238 394 68849 0 11 11 15 69588 ......, 199+00 -739 0 = = 533 232 301 69150 0 11 11 15 69603 ~- . ~O CJ . 200+00 --- ,453 )>-! fT1 222 126 6927iL. f-. 8 69629 ("') 348 11 19 26 (j-< 201+00 -t -353 N ,.- -1 (; w -' 222 216 6 69282 53 11 64 86 69715 _/ r- hi ~02+00 -433 .. "fll 7.='- l' - - ". n~ ::n: 175 203 -28 69254 68 11 79 107 69822 .....J .. ~/' c:> _~03+00 -568 <: -- 204+00 186 179 7 69261 54 11 65 88 69910 ):> - .- ~ -649 304 -I 159 145 69406 46 11 , 57 77 69987 - 46L 205+00 -581 -- .380 124 53 309 69715 74 53 184 248 70235 . 206+00 -520 .- 369 48 250 571 70286 164 35 11 250 460 621 70856 ".. . _.207+00 -570 448 415 863 71149 323 11 415 749 1011 71867 - ... 208+00 -718 '-- -743 . 375 1116 72267 949 11 375 1335 1802 73670 209+00 -1402 r--' 1115 78 344 1381 73648 1171 560+11 344 2086 2816 76486 ,2838-- 210+00 . 101~ .. 1537 163 408 1782 75430 593 11 408 77852 211+00 -2422 1774 178 339 1935 77365 170 11 339 520 702 78554 . I 212+00 -1189 - 1519 167 298 1650 79015 33 11 298 342 462 I 79016 212+98.75 . BALANCE POINT #'3 0 BALANCE POINT #6 19 2 4 21 I 79036 0 0 i 4 4 I 5 79021 Cut + Borrow - Waste - Topsoil + Add. Cut = i - I ! 15 (Fill + FE + Earth Shoulders + Add. Fill) . 1.35 ~_3+00 - 1218 143 349 1424 8041?0 46 11 I 349 406 i 548 79569 17,118 + 355,0-4,511 + 5,348 ' (6,820 + 1,041 + 354 + 5,348) '1.35 .... 214+00 I 891 18,310 CY, 18,310 CY 1207 133 294 1368 81828 47 194 11 294 546 , 737 80306 Overhaul = 16,815 Station - Yds 215+00 1522 1406 145 255 1516 83344 19 11 255 285 385 i 80691 . - 216+00 I 2653 - 1025 1384 i 82075 1253 147 318 1424 84768 27 669 11 318 217+00 2693 . 428 540 729 82804 746 126 428 1048 85816 101 11 218+00 3012 493 113 452 832 86648 145 11 452 608 821 83624 .- " 219+00 3024 430 106 453 777 87425 150 11 453 614 829 84453 2972'" 220+00 - 411 102 462 771 88196 152 11 462 625 844 65297 - .. 221+00 2699 TOTAL 19799 355 0 4419 5497 21232 4419 1504 308 5497 11728 15833 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet T.04 .-. -.--.---. -. -'. - ------ --. Tabulation of Dirt Wo,k {continued} ADD. ACCUM. EARTH ADD. ADJ. FILL + ACCUM. MASS STATION CUT BORROW WASTE TOPSOIL CUT ADJ. CUT CUT FILL FE SHOULD FILL Fill 35% FILL ORD. 221+00 2899 551 116 366 801 88997 112 11 366 489 660 85957 222+00 3040 605 88 290 807 89804 54 260 11 290 615 830 86787 223+00 3017 514 48 333 799 90603 40 11 333 384 518 87306 . 224+00 3297 542 47 335 830 91433 49 232 11 335 627 846 88152 225+00 3281 . 500 48 282 734 92167 53 11 282 346 467 88619 226+00 3548 402 51 261 612 92779 48 11 261 320 432 89051 227+00 3728 407 52 287 642 93421 47 11 287 345 466 89517 228+00 3904 371 52 313 632 94053 70 11 313 394 532 90049 229+00 4004 332 54 302 580 94633 92 11 302 405 547 90596 230+00 4037 403 65 249 587 95220 75 105 11 249 440 594 91190 231+00 4030 470 82 159 547 95767 73 11 159 243 328 91518 232+00 4249 456 101 56 411 96178 221 11 56 288 389 91907 233+00 4271 I 442 119 323 96501 498 11 509 687 92594 234+00 3907 396 132 264 96765 859 146 11 1016 1372 93965 235+00 2800 373 141 232 96997 1130 11 1141 1540 95506 236+00 1491 234 109 125 97122 1014 174 9 1197 1616 97122 I 236+80.86 BALANCE POINT #7 0 BALANCE POINT #7 55 26 29 I 97151 240 41 2 283 382 97504 Cut + Borrow - Waste - Topsoil + Add. Cut = 237+00 .353 (Fill + FE + Earth Shoulders + Add. Fill) , 1.35 157 124 33 97184 1282 94 11 1387 1872 99376 14,181 + 0-0 -2,322 + 6,248 = (5,122 + 1,780 + 252 + 6,248) '1.35 238+00 ,2192 18,107 CY = 18,107 CY 112 105 85 92 97276 1039 11 85 1135 1532 100908 Overhaul = 54,158 Station - Yds 239+00 ,3632 M 126 82 216 260 97536 581 11 216 808 1091 101999 '2~O+00 ::0 <4463 CO 'v"-,=' 208 82 272 398 97934 247 11 272 530 716 102715 0 ".2,.41+obC ~ -4781 W = ~....." 288 96 298 490 98424 160 11 298 469 633 103348 , ,;/42+00 ) l- <4924 I _I N _ (J 357 104 325 578 99002 140 78 11 325 554 748 104096 LL '2'43+06 - - -5094 Cl C):- : 389 104 354 639 99641 132 11 354 497 671 104767 . :i!~4+00 r i'I -5126 = 337 99 383 621 100262 177 11 383 571 771 105538 245+00 -5276 572 952 . 266 94 400 100834 228 66 11 400 705 106489 246+00 -5655 220 89 377 508 101342 231 11 377 619 836 107325 247+00 -5983 177 43 320 454 101796 188 11 320 519 701 108026 248+00 -6230 184 217 401 102197 520 11 217 748 1010 109035 249+00 -6838 TOTAL 9874 0 0 2353 6480 14001 9600 1196 308 6480 17584 23738 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet T.05 ,,__.. ....:... \A'~", ..'A "",,,.....,,,,. ......,. ,,,. ----. ---- --.-._-~--"-"~-' -~-.__._--- - ~~ r Tabulation of Dirt Work (continuedl ADD. ACCUM. EARTH ADD. ADJ. FILL + ACCUM. MASS " STATION CUT BORROW WASTE TOPSOIL CUT ADJ. CUT CUT FilL FE SHOULD FILL FILL 35% FILL ORD. 249+00 -6838 280 218 71 569 102766 797 30 71 898 1212 110248 . 250+00 -7482 365 365 103131 639 30 669 903 111151 251+00 -8020 - . 454 454 103585 489 30 519 701 111852 252+00 -8267 , 498 498 104083 488 30 518 . 699 112551 . 253+00 -8468 499 499 104582 410 30 440 594 113145 254+00 -8563 534 534 105116 319 30 349 471 113616 255+00 >-----. -8500 612 612 105728 289 30 319 431 114047 ,...., 256+00 -8319 = . 0 = 616 616 106344 211 30 241 325 114372 .r' . .- :2:.0 c::; 257+00 I -8028 .., II 515 515 106859 242 30 272 367 114739 --p:::; n - 258+00 -7880 C)~- N I i - . _~\G w rT' 442 442 107301 295 30 325 439 115178 1--." . -<.r i:- ~59+00 , -7877 :P" . . - ii, :rt 401 401 107702 377 30 407 549 115727 -:JJ . . .. . ,::) -- C!? 260+00 -8025 z/'. . :z: 359 359 108061.. 380 30 ---+-.410 .?54 116281 )::> - 261+00 -8220 o,.!:) . 338 . 338 108399 293 30 323 436 116717 262+00 . -8318.. 365 365 108764 213 30 243 328 117045 263+00 -8281 . . 448 . 448 109212 149 30 179 242 117287 264+00 .. -8075 595 595 109807 101 30 131 177 117464 . . 265+00 -7656 .. 755 755 110562 59 30 89 120 117584. 266+00 . -7022 785 785 111347 36 30 66 89 117673 . ~267+00 -6326 . . 674 674 112021 49 30 79 107 117779 268+00 '==t=30 .~ -5758 592 592 112613 79 109 147 117927 .. 269+00 119- -. -5314 ~-_. 661 . 661 113274 89 30 161 118087 ~O+OO -4813 - - .-~ .- 711 711 113985 66 30 96 130 118217 271+.~ ~ ,4232 668 114653 33 30 63 85 118302 - 272+00 .3649 627 627 115280 .27 30 57 77 118379 . , ~273+00 .3099 543 543 115823 55 30 85 115 118494 - 274+00 -2671 . - 92 537 537 116360 62 30 124 118618 ---E.5+OO .2258 579 579 116939 39 30 69 93 118711 276+00 -1772 642 642 117581 24 30 54 73 118784 - 277+00 . -1203 728 728 118309 39 30 69 93 118877 278+00 -568 TOTAL 15823 218 0 0 71 16112 6349 0 870 71 7290 9842 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet T.06 . _.. -.,..---.--.-.. ~. - - . ~. -- Tabulation of Dirt Work (continuedl ADD. ACCUM. EARTH ADD. ADJ. FILL + ACCUM. MASS STATION CUT BORROW WASTE TOPSOIL CUT ADJ. CUT CUT FILL FE SHOULD FILL FILL 35% FILL ORD. 278+00 -568 668 668 118977 48 26 74 100 118977 278+88.20 BALANCE POiNT #8 0 BALANCE POINT #8 89 89 119066 6 4 10 14 118990 Cut + Borrow - Waste A Topsoil + Add. Cut "'" 279+00 76 (Fill + FE + Earth Shoulders + Add. Fill) . 1.35 788 788 119854 29 30 59 80 119070 1.9,367 + 218-0- 1,048 + 3,318 = (11,562 + 279 + 1,030 + 3,318) . 1.35 . 280+00 784 21,855 CY = 21,855 CY 808 808 120662 12 30 42 57 119127 Overhaul::;; 135,436 Station - Yds 281+00 1535 . 833 833 121495 30 30 60 81 119208 282+00 2287 861 861 122356 56 30 86 116 119324 283+00 3032 713 713 123069 75 30 105 142 119466 284+00 3603 537 537 123606 100 30 130 176 119641 285+00 3965 509 509 124115 76 30 106 143 119784 286+00 4331 456 456 124571 50 30 80 108 119892 287+00 4679 364 364 124935 107 30 137 185 120077 288+00 4858 296 296 125231 198 30 228 308 120385 289+00 4846 257 257 125488 366 30 396 535 120920 290+00 4569 262 262 125750 380 30 410 554 121473 291+00 4277 324 324 126074 180 30 210 284 121757 292+00 4318 315 315 126389 138 30 168 227 121983 293+00 4406 251 4317 -4066 122323 237 15 252 340 122324 294+00 BALANCE POINT #9 0 BALANCE POINT #9 TOTAL 8331 I 0 I 4317 I 0 I 0 I 4014 i 2088 I 0 I 465 I 0 I 2553 I 3447 I Cut + Borrow. Waste. Topsoil + Add. Cut ::;; (Fill + FE + Earth Shoulders + Add. Fill) . 1.35 3,347 CY = 3,347CY TOTAL CUT = 14,434 + 17,450 + 12,389 + 19,799 + 9,874 + 15,823 + 8,331 = I 98,100 I Overhaul = 944 Station - Yds ~ <:{ = 17081 .. TOTAL;aQRROW = 0 + 135 + 0 + 355 0 + 218 + 0 CO ~c. 6 (-'\ rr = I I TOT....L AOO:CUTIFILL = 10,952 + 10,933 + 5,162 + 5,497 + 6,480 + 71 + 0 39,095 ,- ~ ~>=- t I' -, C') TOl:ALL:r.OPSOIL= 1,390 2,172 4,419 2,353 = I I i 929 + + + + + 0 + 0 11,263 -' N " U U_ /" W TOnl;c.WASTE = 0 + 0 + 0 + 0 + 0 + 0 + 4,317 = L 4,317 I lw U- Cl :> . aOT AL Ail) CUT = 24,457 + 27,128 + 15,379 + 21,232 + 14,001 + 16,112 + 4,014 = I 122,3231 = "'" TOTAL FILL= 6,558 + 6,197 + 5,724 + 4,419 + 9,600 + 6,349 + 2,088 = I 40,935 I . TOTAL FE = 1,386 + 2,481 . 1,126 + 1,504 + 1,196 + 0 + 0 = L 7,693 I TOTAL EARTH SHOULDER = 322 + 317 + 297 + 308 + 308 + 870 + 465 = 12"Ts7l TOTAL ADJ FILL .1.35 = 25,944 + 26,903 + 16,617 + 15,833 + 23,738 + 9,842 + 3,447 = I 69,690 I TOTAL OVERHAUL = 23,620 + 6,843 + 5,877 + 16,815 + 54,158 + 0 + 136,380 = I 243,693 I Johnson County Project Number: STP-S-C052(6?)--5E-52 Sheet T.O? --~~~ ,,-.-" ~'.' ",-, ~-~-~~. ~ -. ~.. - - _.-.!'''.... .~,~_._ ~. . '~-~,_-.,...' 1."';',_,,- ......:"..~~~~... ,_,""_,,,"'...~,_-"__... .~. _' . -... - . - - -~._.'-'-,,~ ..., '-'~,; ._..:-''.:...._,~_._,.,:~_.. .. .'. ---., _..M ___ . ..~ ..'.."-- '.. _', _ ~'_. ,_,__~,,____,__".. d'-,.. _...."..~_.--"'" ... ..' -....... .", . - ..............- . ----------- -:------...... . -:------...... . Installation Line Installation Un . X STS oX - 0 0 - 0 0 . - '" N N - - ~ ~ N X STS X Installation Line - ~ W I . . 01 y -- . -- ~ -- -.............. ---------- ~ r-" = 0 = .c- zO c:? r'" J?~ n ..... -<. ('tV , () W c..-.C -\ .' \ , .:-< S '!: -, -:-c .>>- \.._i 07': CfJ 2- .. );> ~ Pavement Edges taper in at Bridge. I v I ~ Q> '" 'C . W OL "'- - '" U '" Q> m-w u. -f- a '" 'C "'_ U 'C . 'C N I]) U '" w ro I~ . GUARDRAIL DIMENSIONS l_2o,-L15,.l_15,_1_15,_1_15,J Location STS VF I ET X Y StreetlD Station Side (LF) (LF) (LF) (LF) (LF) Sand Road 121 +57.46 Rt 18.75 50 37.5 85.14 20.18 Sand Road 121+58.14 Lt 18.75 50 37.5 87.16 7.7 Sand Road 122+26.83 Lt 18.75 50 37.5 86.91 10.14 Sand Road 122+27.10 Rt 18.75 50 37,5 85.67 17.81 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet U.01 ~-- '- '.'-'-,,-,. . ....""- "+-"- .~.~--~ . . '-. .-~.- - -.._. -''''--'.~,.o'-'''"''''~~' _'.__. - - .~~...' .'._-_...._-'-'.,--.::,:.~..- .-' " -'~ ~.~~~ . -",,'. ..+' '--- . . ..~~ ~.... . ~ "'.o ,,, _.. ,'.~""'- ~..o'. ___ . ~... ,..--, ... ".o.".. _0" -- , . \ ~ ' : .-. -' ,..._- .--.- ".......---". . ~ ,_..' -'- VPI ST A. = 162+35 BENCH MARK SrA S7: R.R. SPIKE IN POWER POLE 49' RT, OF STA. 159+09 . VPI ELEV. = 743.73 ~(~<.,.o ~(E:I.l-:: 16<,/-?, ELEV. = 642,24 L = 150' '-6 0 '-64 0 43,50 3.50 . -0.50% tc, ~O.50% EXISTING GROUND BOTTOM OF ABUTMENT PILE CUTOFF ELEVATION " TOP OF BERM ELEVATION = 639.15 , " WEST CENTER EAST WEST CENTER " 1L---- PREDRILL ELEV, EAST TOP OF BERM ELEVATION = 739.15 Ii = 627.00 N. ABUT. 637.15 637,15 637.15 639,15 639.15 639,15 PREDRILL ELEV. =: 727 00 .......- :: " DESIGN HW :: S, ABUT. 637.15 637,15 637,15 639,15 639.15 639.15 . ii STREAMBED ELEV. = 637.29!i LOW CONCRETE ELEVATION = 640.15 l! ELEV. = 627.2 " ~ ~~TEEL H PILING ~""''''" P'UNG APPROACH FillS ARE TO BE COMPLETED lOa' GRANULAR BACKFill TO BE TO THIS LINE BEFORE STARTING PLACED AT TIME APPROACH ABUTMENT CONSTRUCTION. 40 TON BEARING 40 TON BEARING PAVING IS PLACEO. ~ABUT. BEARING LOCATION STATION 162+40 ..-- 1 '6 " , SAND ROAD OVER AN UNNAMED TRIBUTARY OF THE IOWA RIVER CONTRACTOR SHALL REMOVE EXISTING 30'X28' 3'--0 3'-0 BERM SECTION 2, T78N, R6W, 5TH P,M, CONCRETE SLAB BRIDGE. REMOVAL INCLUDES ALL GRANULAR BACKFilL PLEASANT VALLEY TOWNSHIP, JOHNSON COUNTY, IOWA PILING, TIMBERS, STEEL, CONCRETE AND HARDWARE. BETWEEN WINGS ALL PILING SHALL BE COMPLETELY REMOVED OR POROUS BACKFilL PLACE 1'0 ' L::::::, CUTOFF A MINIMUM OF 2' BELOW STREAM BED ELEVATION 4" ABOVE HIGH POINT , OF SU6DRAIN. ELEVATION. REMOVALS TO BECOME PROPERTY OF PAY LIMITS FOR ClASS 20 WAITS CL 20 EXC / :;; . CONTRACTOR AND SHALL BE REMOVED FROM SITE BY 4" CIA. SUBORAIN ExCAVATION <( .. SAME, GRANULAR BACKFILL DETAIL BERM DETAIL eo Ui (NORMAL TO CL BRG.) "' CLASS 'E' REVETMENT (TYP.) ~ .. M V~ NOTE: " N RE-65A CASE'S' INSTALLATION (TYP.) RE-69C BRIDGE CONNECTION (TYP,) " BERMS MUST BE CONSTRUCTED TO NORMAL N ro '" SECTION THRU BERM AND CLASS 20 EXCAVATION " --0 co (-..... ."... 0::- + REMOVED PRIOR TO DRIVING PILING, '" , ::;:;: W N ,--' ~ l...u ...J>-o ~ i M Ut:: - ~ ~ N " U " -- /- 'f- HYDRAULIC DATA ~, LL W l-<T Z !J.J 03 ST A. 162+00 STA. 162+70 0 w DRA'NAGE AREA = 3,13S0. M/. u C) .' :2 ro .:r 0 ~ ~w DEIGN DISCHARGE(050) = 1650 CFS "' = #1 ro ,::;:::. - SOIL BORING (ON FILE AT THE JOHNSON "";;: DESIGN HIGHWATER (050) = 637.29 > E C-.l , COUNTY ENGINEER'S OFFICE) Cl. SLOPE = 5.3 FTIM/. N N BRIDGE WATERWAY AREA = 322,7 sa FT. rh I" "'"11""' DESIGN VELOCITY = 5.11 FPS u \ Q10 = 950 CFS STAGE = 634.71 ro "' 1.50 1.50 ro 025 = 1350 CFS STAGE = 636,62 > c 0100 = 2000 CFS STAGE = 637.94 - RE.76 END TERMINAL (TYP.) b ~ 70,0' RL-14 SPECIAL SHAPING (TYP.) 0; " 73.0' .c (f) N 40' X 70'.0 PRESTRESSED CONCRETE INVERTED T BRIDGE N ROADWAY STA. AND WIDTH ALONG GUARDRAIL BLISTER LT.& RT rh STA. 162+35 ON A O-DEGREE SKEW :E t: NON-STANDARD DESIGN WITH HS20-44 LOADING 0 160+89.120' LT & RT 162+7223' L T & RT z , u 161+19.327.9' L T & RT 162+93.3 23' L T & RT PLEASANT VALLEY TOWNSHIP, SECTION 2, T-78N, R-6W, 5th P,M. rn 0 "', 161 +39,327,9' L T & RT 163+30.727,9' LT & RT JOHNSON COUNTY, IOWA u 161+76.7 23' LT & RT 163+50.7 27.9' LT. & RT STRUCTURE NO. S-2-2 c rn 163+80.920' LT & RT '!l 161+9823' L T & RT FHWA NO. 203140 c '" .~ ro ii u Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet V.01 " '0 .9- :.i ~- ,', n"~. . "-' ...., ".' _h' .. .. __ '" _'C.'_ n" ~ ._.,"'- ,. '.' .'~ ,,' - .___o_ -"'. .. "'-.; ~,~"".. .". ...~.~ ESTIMATE OF BRIDGE OUANTITIES GENERAL BRIDGE NOTES . THIS BRIDGE IS DESIGNED FOR HS20~44 LOADING. PLUS 20 LBS PER SQUARE FIRES FOR THE DISPOSAL OF RUBBiSH ON THE SITE ARE EXPRESSLY , ITEM ITEM NUMBER ITEM ! UNIT 12 ABUTS. SUPERSTR. TOTAL FOOT OF ROADWAY FOR FUTURE: WEARING SURFACE. THE DECK SLAB SHOWN PROHIBITED. NO DEMOUTION DEBRIS SHALL BE LEFT ON SITE. INCLUDES Y.;" INTEGRAL WEARING SURFACE. 1 2401-6745650 REMOVAL OF EXISTING STRUCTURE iLS. 1 THE APPROACH FILLS ARE TO BE: BUILT BY THE CONTRACTOR TO THE . 2 2402-2720000 EXCAVATION, CLASS 20 ie.y, 170 170 WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR CONSTRUCTION LIMITS SHOWN AND ARE TO BE IN PLACE BEFORE THE 3 240.3-0100010 CONCRETE, STRUCTURAL (BRIDGE' :C.Y. 30.5 87.3 I 117.8 ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE ABUTMENT PILES ARE DRIVEN. 4 2404 7775005 STEEL. REINFORCING. EPOXY COATED iLBS. I 5,706 16,836 I 22,542 RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THE UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCT!ON. THE CONTRACTOR SHALL AFFORD THE CONTRACTOR'S METHOD OF DECK PLACEMENT SHALL BE IN ACCORDANCE 5 2407 0550000 BEAMS, PRETENSION ED PRESTRESE"D CONCRETE INVERTED T, 70') lEACH I 18 I 18 ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATIONS. STRUCTURES WITH THE PLANS AND SUBJECT TO THE SPECIFIC APPROVAL OF THE ENGINEER, . 6 2408 7800000 STRUCTURAL STEEL . . !LBS I' 1,442 , 1,442 AND UTILITiES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, WITH DUE ATTENTJON GIVEN TO THE WEIGHT AND PLACEMENT OF CONSTRUCTION 7 2414 6424120 CONCRETE OPEN RAILING tBARRIER RAIL' !UN. FT. 174 174 AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXiMATE ONLY. EQU:PMENT AND MATERIALS, ESPECIALLY DIJRING THE POIJF1 OPERATION 8 2501 -5425042 PIUNG, DRIVE STEEL BEARING HP 1 Ox42 JUN. Fl. 945 945 IT 15 POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS 9 2501-5550042 PILING, FURNISH STEEL BEARING HPTQ:<42 (UN. fT. 945 945 PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBIliTY SPECIFICATIONS . TO DETERMINE THEIR EXJSTENCE AND EXACT LOCATION AND TO AVOID DAMAGE 10 2501-6335010 PRE80RED HOLES AS PER PLAN !UN. FT. 140 140 THERETO. NO CLAIMS FOR AOOlTlONAl COMPENSATION WILL BE ALLOWED TO DESIGN; AA.S.H.T.O. STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SERIES 11 2?07 -';250005 ENGINEERING FABRIC is.Y. I 216 THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WOHK. OF 2002 PLUS CURRENT INTERIM SPECIFICATIONS. 12 2507-6800061 REVETMENT CLASS E iTON 1 161 , I STEEL PILING SHAll BE FURNISHED AND DRiVEN IN ACCORDANCE WITH SECTION CONSTRUCTION: STANDARD SPECIFICATIONS OF THE IOWA DEPARTMENT OF i 2501. PILE DRIV1NG EQUIPMENT SHALL BE AS SPECIF'IED IN 2501.09 AND TRANSPORTATION-HIGHWAY DIV1SION, SERIES OF 2001, PLUS CURf.(ENT SPECIAL I BEARING VAlUES DETERMINED IN ACCORDANCE WITH 2501.13 EXCEPT AS PROVISIONS AND SUPPLEMEN1Al SPECIFICATIONS. MODifiED BY THE ENGINEER. PILES IN THE ABUTMENTS ARE TO BE DRiVEN IN OVERSIZED HOLES PREDRILLED DESIGN STRESSES TO ELEVATION 627.0 IN .A.CCORDANCE WITH SECTJON 2501.19 DESIGN STRESSES FOR THE FOLLOWING MATER1ALS ARE IN ACCORDANCE WITH AA$.H.T.O. STANDARD SPECIFICATIONS FOR HiGHWAY BRIDGES, SERIES OF SOUNDING AND TEST BO.RING DATA SHOWN ON THESE PLANS WERE 1995. ACCUMULATED FOR DESIGNING AND ESTIMATING PURPOSES. THEIR APPEARANCE ON THE PLANS DOES NOT CONSTITUTE A GUARANTEE THAT CONDITIONS OTHER - CONCRETE 1N Ace. WITH SECTION 8.2, f'c=4000 psi THAN THOSE INDICATED WILL NOT BE ENCOUNTERED. - PRESTRESSED CONCRETE IN A.. WITrl SECTION 9, f'c=S,OOO - REINFORCING STEEL IN Ace. WITH SECTION 8.3, ASTM A615, GRADE 60 - WELDED WIRE FABRIC (WWF) IN ACC. WITH ASTM A497, Fy = 60,000 PSI - PRESTRESSING STEEL IN ACC. WITH SECTION 9, 15=::270,000 psi - STRUCTURAL STEEL IN ACC. WITH SECTION 10, ASTM A36 I"-' "" 6 ? ESTI MA TE REFERENCE INFORMATION zo r;:> J '" I J>::::j n 0-( N ~ W , ITEM NUMBER DESCRIPTION FOR UNIT QUANTITIES ='.10 r \ 2403-0100010 STRUCTURAL CONCRETE (BRIDGE) .-<, :l:=" C j .- \1', ::r;: -..,.-, CLASS C CONCRETE SHALL BE USED THROUGHOUT FOR THE STRUCTURE, O~" '7"- 9? EXCEPT FOR CONCRETE OPEN RAILING. S ~- - 2404 7775005 STEEL REINFORCING, EPOXY COATED )> I.D ALL REINFORCING STEEL IN THE ABUTMENTS, SUPERSTRUCTURE AND BARRIER RAIL IS 10 BE EPOXY COA.TED. 2407-0550000 BEAMS, PRETENSIONED PRESTRESSED CONCRETE (INVERTED T, 70') THE FOLLOWING ITEMS SHAll BE CONSIDERED INCIDENTAL TO THIS ITEM: NEOPRENE BEARING PADS i" 1> COIL TIES 2408 7800000 STRUCTuRAL STEEL THIS ITEM INCLUDES ALL THE STEEL SHAPE AND BOLTS FOR THE DIAPHRAGMS AS SHOWN ON THE PLANS. 2414 6424120 CONCRETE OPEN RAILING . INCLUDES CONCRETE BARRIER RAIL ON THE BRIDGE AS SHOWN ON THE I PLANS. Rt:INFORCING STEEL FOR BARRIER RAIL 1S INCLUDED IN ITEM 2404-7775005 'STEEL REINFORCING, EPOXY COATED'. . SECTION 2513 SHALL APPLY TO THIS JTEM. 2501-5550042 PIUNG, FuRNISH STEEL BEARING HP 1 0:<42 THE ESTIMATED LENGTH FOR PILING, FURNISHING STEEL BEARING, BRIDGE QUANTITIES & NOTES HP 1 Ox42 IS: SOUTH ABUTMENT 7 @ 70' = 490 lIN. n. 40' X 70'-0 PRESTRESSED NORTH ABUTMENT 7 @ 65' = 455 UN. FT. CONCRETE INVERTED T BRIDGE 2501-6.3.35010 PREBORED HOLES, AS PER PLAN PILE BENT ABUTMENTS SPAN 70'-0 OVER TRIBUTARY TO IOWA RIVER STATION 162+35 ABUTMENT PILES SHALL BE DRIVEN IN OVERSIZED HOLES DRILLED SAND ROAD ~ THROUGH THE FILL TO AN ELEVATION OF 627.0 AT 80TH ABUTMENTS. AS SHOWN ON THE ABUTMENT DETAIL SHEET V.03. JOHNSON COUNTY LQ,W, ~,.. C I IY",J.QlY;,\ r i'AOJ€C'!NUWll(R SHEET NUWBER INC. JOHNSON I STP-S-C052(67)--5E-52 I V.02 --- _ .._.. . _ ~~'_ _., _..c.' _ __. ~ -.'-.. .', ~. ',,'.. ..~._.",'''',....o~.~~ _.~. ._ ,. ," _.\.' ~".'~ ',_ '.''_ ...' '.' :.-'-_, ...~_-.....'.. ~ _ . _. _ ~ .. '__ ..'. ~ ~.,.'. "-: ,_,,:.....':' ~ . . .__,. _......:....". _, ': ,.._-,,~,--_ : ".,_,..' ...'....:.._..::..:~.:.-. -'-:,;:::..,..',...\ ". .:. ~ . ~ _,' . ~ ... ....- . .''.'",_ ~.." I . -- - 42'-8" REINFORCING BAR LIST - ONE ABUT " l' -~" 40' 0" ROADWAY 1'~ T 20'-0" 20'-0' I BAR LOCATION SHAPE LENGTH NO. WEIGHl' --; ! f--- 8fl' L N , 4 -4 9 1017 " I I I tlg1 _ - T -~ ABOUT C.L OF ROIDWAY \- - ~ ABUTMENT VERTI BACK FACE 4 -9 43 545 ~=-~':-':-ir-"':-_-ir-----n-::"--n-::'-:'n=-=n=::n'::n:~n'=i:'n:=n=-=rr-':rr--':Tr--:"--=-ii--:'---n-:'-=-~:~ hI W'NG OW 4-0 8 33 . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5 1 ABlITMENT HOOPS 0 10 -8 80 890 : Jl,...Jl,"JL, Jl~ Jl, Jl, Jl,"JL, Jl'cJL,"JL CJlHJL CJLHJL'CJlHJl'cJL,: 2 PILESP'RAL 38- 8 ~, [ J SPIRAL SPACERS - 16 ~ b I?F, I 1, - , . , p., ..., ;., WIG AlSlbs 28 - I la, . BENT BAR DETAILS REAR ELEVATION ~O~3~:1:a(~~ ABUT.) ~ ELEV. 637.15 (NOR1H ABUT.) {s-::r l' 6" 17 BEAM SPACES 0 2' 4 39' 8" l' 6" ..:::1 . I -I ' 5pI ('") ,,891 BrEEN tEAMS I I I I I I ' D-2? N. j\ I 12'81 co ,/ - . ._ I . I 'I I I I NOTE: AlL DIMENSIONS ARE OUT TO OUT. D=PIN DIAMETER. r'; ~ 5'~ . , _ _I- J..~ _' I '_ L 1 J I' , , . . , , ~.t ESTIMATED QUANTITIES w - - -< ,... _ .- _ 6 t::b t::b t::b~ C::b' - ITEM UNITS 2 ABUTMENTS -j I ~ :) ~). . . . '-:-. '-Q . . . . .t . , . , I . . c::::J ,:=::::u=? c::::J ~.~ c::::J, . . ~~f:CR~'N~~~NG C~bs ' ~~56 LL <...> ~ r 1 ClASS 20 EXCAVATION cu 170 W .;...- <l.... . FUR ISH STEEL BEARING PILE HP10X42 945 :; 05: 8g2 0 1 -0 E1Y~~~M2';'6X2' 0 PLAN OF ABUTMENT DR STEEL BEARING P'LE HP10X42 I; .ft. 945-- = 0 TYP. AT EACH BEAM = - ~ ~'8. 21' 4" 21' 4" -8gl I' -8g2 ABUTMENT NOTES " AlL EXPOSED CORNERS 90 DEGREES AND SMAU...ER 1 -10" 6 PILE SPACES 5 6 ~ 39' 0" l' 10" ARE TO BE FILLETED WITH A 3/4" DRESSED AND BEVELED 19' 6" 19' 6" I STRIP, 9'" SP012-S' -0'" 9. I ci ci MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE: Sp 1 IN PAIRS Sp 1-,. I 8fl ~ ti:l TO NEAR REINFORCING BAR TO BE 2" UNlESS OTHERWISE ~ a ~ NOTED OR SHOWN. ~ " IN' . . I , , ,. I ,. , . " , I ,,~ :0 ~ AU. RE'NFORCING STEEL TO BE ASTM AS1S-GR60 o -..... I I I I _II I I I I I I LL -t IX):::;; IX):::E EXCEPT CAP ST1RRUPS MAY BE ASTh4 A61S-GR40. AlL "' :., Sp1- _I' I I) , I -I' 1\' - II I f- \, t- -1-- - - rr t- - REINfORC'NG STEEL IS TO BE SECURELY WIRED IN ,I I \ r\ \ PLACE BEFORE CONCRETE IS POURED. -8f . / I \ " AU. BACKFlLL BEH'ND THE ABUTMENT IS TO BE AS HP10x42 .J ~ SHOWN. 1HE REMAINDER OF THE ABUTMENT EXCAVATION TYP. I 0- L.. ABlITMENT r- --,- ~,., IS TO BE BACKFlLLEO WITH SOIL.. THE DESIGN BEAR'NG eC"L.. P'LES -' FOR mE ABlJTMENT P1LES IS 40 TONS. L SlA. 162+00 SOUTH ABUT. . ~_L ,., 162+70 HORTl-! ABUT. U 1'LL... ABUTMENT PILES ARE TO BE DRIVEN THRU PRE-BORED 5pl _ N 0 HOLES DRILLED TO ELEVATION 698,0, SEE GENERAL NOTES -C.L ROADWAY g REGARDING PRE-DRIlLED HOl.ES. SPEcw. ""'KflU. 10 BE ABUTMENT PILE CAP I ESTIMATED PILE LENGTHS ARE BASED ON: P\.AC(D "'T llWE APPRo,J,cH fo.PPROACH FlLl ARE TO BE COMF'l..Effil I .. PAV1NG IS Pt.ACED. TO lHlS UNE WORE STARTING THE SPIRAL AT THE TOP OF EACH PIU . SOUTH ABUTMENT: 7 0 70, .... ABl!T\IENT CONSTRUCTlOH. TO BE 7 TURNS OF 12 BAR. 21. DIAl ETER, J NORm ABUTMENT: 7 0 65 -...... SUBGRo\DE 3" PITCH WITH 2 - l.7/8x7/8xl/B seERS : - _ Fl.EV. PUNCHED TO HOLD SPIRAL ~...... - V I 3'-0: . --1 '-0 BER ,,,,,:r,,-,,,,,,,,U. I"i' I 'hl TYPICAL ABUTMENT SECTION 0ElWEIlI .,NCS 'L;' I '" "-h-- ABUTMENTS : ~~~",\g'!&NT'I;' ~~ ~ '~ 40' X 70'-0 PRESTRESSED CONCRETE INVERTED ,T BRIDGE OF SUBDRAlH. ...cwoe: IN COST r ..'___" 'II'_" ,_ PAY uwrr FOR PILE SENT ABl.JTMENTS STATION 162+35 SPAN 70-Q or STR\lcru..... CONCRm. ClASS :zo EXCIoVA""" SAND ROAD ~"""'~~:::;'-~ OVER TRIB TO IOWA RIVER TO "siRucrulW. CONCRETE" " SPECIAL BACKFILL DETAIL JOHNSON COUNTY . IN'" LC2.Yf.A..Clr.X....l2!~ r JOHNSON I""""" STP-S-C052(67), 5E-52 I V.03 ----- --- ------- .- ... ---_..-.-_.,," -~_. ._~..- - . _._'~ .-.' . . .,..,. ~.' -.... . " '1,' .~._ ____C-... . '_ 1 ._,. _. ~_. _.. -'. .. ... c_~, ',.~ .,.'';'~~' ,~. _ ,.';':' .~c..~.. _..__ --- '--.- n. _ u_~__._ _ ._~,__~~__ ,.~. "" . SUPERSTRUCTURE REINFORCING BAR LIST BAR LOCATION SHAPE LENGTH NO. WEIGHT EE DETAIL C -- 601 TRAN S 42 4 88 5595 7'-0. 7j , I 5bl ONGITU INA 37 -6 104 4068 \, / ljl I 10' V' 5j4 OR t=-1 ep OR 5dl A UT IAPH 42 4 10 442 / ,I j4 5j5:r- 6j8 TYP. 5d2 AUT. IAPH 1 6 102 160 ELEV. XXXX\ 5j5 . 68 . .....-TOP OF SLAB , 5hl A T DIAPH OOP 10 0 709 :-:: '-. 5j6 " 551 PAVING NOT H 3 6 52 255 ~ 55~ [)5d2 ?-~ 7" -~ _ _5'2 '" ~ . I ;., , ~~:;::; ~ ;,. I Sj8 :. 6=" ;:::::10-.---'" I ~-~ ' 'J-- p '" , .'.--:[;~ 5., '\ ~1..Xl'-3 COIL TIE ~ p7 1.-5h2 l'-:.l"Xg" NEOPRENE ~~ELO BEND , BREARING PAD , -- 891-/ 89' I'::&.. ~\"', 892 \89 SECTION A WING REINFORCING BAR LIST 1 WING 4 A8UT 8AR LOCA.TION SHAPE LENGlH NO. WEIGHT 'i. BRG. 5h3 <: 5h2 WING H RI . 6 8 2 14 5h3 WING DOW LS VARIES 7 33 PART LONGITUDINAL SECTION NEAR BARRIER 552 WING VERT. 4'-3 2 9 7'-0" 3'-rOR I (5d2 j" RAD'US LBS. 56 / ^ 4 TAL < "'<0 - I DETAIL C ~ l~ = )>-~ ,., Il C,L, ABUT. .../ n r, , N r- , , w -lC tn D~2 .:<\ 5dl m ~ l''' 1 I 2'-8" I -:JJ ~J 0-- V \'3/4".,"-3 :?"^ 00 COIL TIE )> - v:> PART PLAN AT END or- BRIDGE NOTE: ALL DIMENSIONS ARE OUT TO OUT. !)=PiN DIAMETER. . SUPERSTRUCTURE ESTI MA TED QUANTITIES ITEM UNITS QUANT I TY . STRUCTURAL CONCRETE BRIDGE cu. d. 87. 3 STEEL REINFORCING EPOXY COATED 'b, 449 LONGITUDINAL SECTION . 40' x 70'-0 PRESTRESSED CONCRETE INVERTED T BRIDGE PILE BENT ABUTMENTS SPAN 70'-0 OVER TRIBlJTARY TO IOWA RIVER STATlON 162+J5 SAND ROAD JOHNSON COUNTY """'" ..... """....... J3~,!1".CITI"Fl!!.f. F I STP S C052( 671- 5E 52 I V.04 INe, ,--.----.~..- ----.. "m"_'___~'__.~""_' ".._0 ,_ _ .... _.____~~~..4:__..~~...~.w~..~,"'_ "",-,~-,--~.,,-~,--,,-,~.,,:-_.~- _ -,'~-_,~,,",_,_,~ .._- -.....,. ----:::-.........=_:_ ---....,- ....____~__. .,'_'. _.. __ ...... ..._. _ _~... __ _.. .~~ _,,_'.~H"-"~H_. C-,-,""",,'", .._ SUPERSTRUCTURE NOTES , . THE FLOOR SLAB AS SHOWN INCLUDES 1/2~ INTEGRAL WEARING SURFACE. THE ABUTMENT DIAPHRAGM CONCRETE IS TO BE PLACED MQNOllTHICALlY WITH THE FLOOR SU,8. 4 '-8- I COST OF ALL PREFORMED EXPANSION JOINT FILLER MATERIAL IS TO 2 ~ BE INCLUDED IN THE PRICE 810 FOR "STRUCTURAL CONCRETE (BR'DGE)". "-4" 40'-0" ROADWAY " 4 FORMS FOR THE SLAB AND BARRIER RAIL ARE TO BE SUPPORTED BY THE PRESTRESSED CONCRETE BEAMS. 20' -0. . .. a CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING 20 0 BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN. ALL SLAB AND DIAPHRAGM REINFORCING 1$ TO BE WIRED IN PLACE AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED. CONCRETE OPEN TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND 2 RAIL, SEE SHT. :-SYMMETRICAL ABOUT C.L. OF ROADWAY r CLEAR BELOW TOP OF SLAB. TOP AND BOTTOM REINFORCING STEEL V.OB FOR DETAILS - IS TO BE SUPPORTED BY INDfVlDUAL EPOXY COATED METAL BAR / 601 CJ 10" d SEE LONGITUDINAL CHAIRS SPACED AT NOT MORE THAN ,3'-0 CENTERS LONGITUDINALLY . G . JOINT DETAJ~"" rP G ~~EE DECK FORMING AND TRANSVERSELY, OR BY CONTINUOUS ROWS OF EPOXY COATED or- 5bl~ 10 ~ rBg1 ~ A5ht 2 OO~ / .. 2.00% DETAIL --,- METAL BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED 4'-0 APART. \""- / / \ . . TRANSVERSE SLAB REINFORCING MAY BE SPLICED WITH ONE LAP LOCATED AS FOLLOWS: ~ TOP BARS - LAP MIDWAY BETWEEN BEAMS (MIN. LAP=2'-S). / BOTTOM BARS - LAP OVER BEAMS (MIN. LAP=2'-5). PAYMENT f- :1 r I~ FOR REINFORCING BARS SHALL BE BASED ON NO SPLICES, AND NO _ t: :1 1=. . I: :1 I: :1 . . I: .:1 I: ALLOWANCE SHALL BE MADE FOR THE ADD'TlONAL LENGTH OF BAR r '-\ '...-' h r- --, r- .;...,.-- "I r- I r ,r :1 I" REQUIRED FOR .THE USE OF SPLICES. .- r 1 r ,. r...., ALL REINFORCING BARS ARE TO BE GRADE 60 AND ARE TO BE 1, ~ \ EPOXY COATED. .. , ALL EXPOSED CORNERS OF 90. OR SHARPER ARE TO BE Li xt -,3 5d2 FILLETED \,lITH A ~. DRESSED AND BEVELED STRIP. COIL TIE "-8 1 L-pRESTRESSED CONCRETE 9 'NVERTED T ('1700) HALF SECTION NEAR ABUTMENT HALF SECTION NEAR MID-SPAN M "-6 t7 SP. 0 2' 4 - 39' 8 l' 6 r::-: ~ BRIDGE CROSS SECTION CO ~- r--' u::C i_I ~ w- 7J'O" W _...I >-:3" 87 S? 019".. 72'-6"; 88 601 J" . C') U Lh , . '1 ~ ~;::. t ~ H "" "" a<vnm 2X< t~~:i":"P~E D'~ ~ ~' ~ ~ \, " ,. I DECK FORMING DETAIL .1 ~, ':... EADER ORlll.ED FOR I REINFORCING BARS ;;. OPTIONAL LONGITUDINAL ~ CONSTRUCTION JOINT DETAIL c o . ~ OPTIONAl.. :::i LONCrTUO!NAL ~ ~ JOIKT~ ~ -I ~ , ; ,..,..-601 60,"" . . . . . , , N rbl\ CROSS SECTION 40' X 70'-0 PRESTRESSED . CONCRETE INVERTED T BRIDGE PILE BENT ABUTMENTS SPAN 70'-0 OVER TRIBUTARY TO IOWA RIVER STATION 162+35 SAND ROAD h REINFORCING PLAN JOHNSON COUNlY INC. ,~\!~,...crr.y,:.J.Q!~A r 1 "'"""STP S-C052(67), 5E 52 I v.~5 . ".C."'.. ,_,.,,,",,,,:"-,,,",, ,_,_-...:.,. ~" ""..,~!,__ ___ _._" _".. _.J" ^"..'---" - ~- - ""- ,...'. ... .'u ~. ,~, . -...-..-.... .- ..... ..u _' __ .no ,,_ _.-- - -' ....~~....~ '-~ ~'... ~.'. '. .. ........ " "~ . ... - -,-_",~..".. " _. _J,__..' _.__ I 70'-0. I~ " 6~ 35' 0" 35'-0~ . I -C.L. BEARING -C.L. DlAPH!~AGIJS C.L. SEARING- " .. ('i.. G'RDER . .. <i. SPAN (TYP.) . " . . . . ~ . A. A .! l. .. . ~ PARTIAL PLAN AT INTERMEDIATE DIAPHRAMS '" , " " i r . . . .. '..- , B B N . ~ (C'2>3D' "-51 > ~ l6)(4)(~ )( l' -0" W N ~ 0 0 0 0 .., . 0 0 0 0 0 0 0 0 II .- r . -'" I 'In --t 1.._.; '-'P SECTION A-A -<"'t': ~ '-'. -...... I'll \..J -J] .... FRAMING IPLAN 0-- C!? z." - ';P ..0 I I 4" (lYP.) , C.L 8EAR,"G~ 2' (TYP}.. 2" (lYP.) 3-r~ H.T.S. BOLTS WITH -C.L. BEARING "!' HEX NUT AND 2 HARDENED WASHERS. (lYP.) __NOTE FOR MIDDLE . DIAPHRAM USE . SLOTTED HOLES 35' o. 35'-0- 70' 0' _.- CAMBER IJIAGRAM C'2,3D, "-51 /; . . SLAB THICKNESS DETAIL 2-1"0 H.T.S. BOLTS WITH 'THE CAMBER SHOWN IS THE AN1ICIPATED SEAM HEX NUT AND 2 HARDNEO 1i~)(4x1'-O CAMBER BUT IS NOT GUARANTEED FOR WASHERS. (TYP.) TYP. . CONSTRUCTJON. THE SLAB THICKNESS AT THE BEAMS I WILL BE COMPUTED USING THE DEFLECTION DIAGRAM AND THE TOP OF SLAB ELEVATIONS SHOWN BASED -C.L. BEARING - - .,. '" '!' - - C.L. Bi:ARING- ON THE PROFILE GRADE SHOWN ON THE GENERAL . PLAN. AFTER THE BEAMS ARE SET AND BEFORE THE SECTION B-B REINFORCING IS PLACED, THE ENGINEER WILL TAKE . ELEVATIONS OF THE TOP OF THE BEAMS AT THE I LOCATIONS GJVEN. THE EQUATION; i i i TOP OF SLAB ELEVATION 10'-O~ 10'-0. 10'-0~ I 5'-0' 5' O' I 10'-0" 10' O. 10' o. - TOP OF BEAM ELEVATION SUPERSTRUCTURE DETAILS +OEFLECTION 70' 0' =SLAB THICKNESS AT BEAM 40' x 70'-0 PRESTRESSED DEFLECTIC N DIAGRAM WILL BE USED. CONCRETE INVERTED T BRIDGE IF THE BEAM IS OVER CAMBERED THE SLAB PILE BENT ABUTMENTS SPAN 70'-0 THICKNESS MAY BE DECREASED A MAXIMUM OF ~ OVER TRIBUTARY TO IOWA RIVER SlATION 162+35 INCH. IF MORE THAN: INCH SLAB THICKNESS VARIATION IS REQUIRED THEN THE GRADE LINE WILL SAND ROAD BE REVISED. JOHNSON COUNTY _INC. IOWA CITY, IOWA '''''''N Pl'fOJECT "IUIlSER Sli€ETNUIolBEJil 3'. - . -02 STP-S-C052 67 --5E-52 V.06 ---------- - .. "-'~....,~~_._" . "-'-'-"'~.' ,-_..,._.,,-_.-.....__.._~- ~ . - --_._~- .- .:...., _..-. .,~.. __ ___h.' ----.--.".-...::-'---,., .;;.,..' .., '-'" .~,' ,--,.,---=::-.'~' -~.'-." .,.;:.~ ",- -'~~ !~'-<- ..,~. -"..-..'" - .. ,.~~~ - ",-" .'~. ~.. . ~ .' ,O~k':';_ - ,. ~. '.' '-'.. . - ,..-~~ ~, --,. ;"'--,... -~.~ ..... ~- IT-700 GIRDER DESIGN CAMBER & DEFlECTION AT MIDSPAN NON-COMPOSITE PROPERTIES COMPOSITE PROPERTIES Midspan Tl'i!nslormed Concrete Seclion SUPER. CONCRm NUMBER OF STRANOS CAMBER (Ind1es) IMPOSED GIRDER DEFLECTlOO GIRDER GIRDER GIRDER MOMENT WHEEL lANE WHEEL lANE ''-'B SlAB stAB SECTION SeCTION MOMENT DEAD SPAN CASTING STRENGTH (PSI) STRAND UPWARD {i~L~'gN MASS AREA CENTROID " FACTOR FACTOR FACTOR FACTOR 2S0AY 8~~~ Eft. AREA CENTROID " LOADS NO. LENGTH PER PER ROW BOTTOM FlANGE STRAND LOCATION EXTENSIONS INERTIA (MOMENT) (MOMENT) (SHEAR) (SHEAR) S~~th ,"OTH , AT AT INERTIA (Feel) RElEASE 28 DAYS R1 I R2 I R3 ROW 1 AT J AT clPSlAB _'I (./ YNC r-I (in) (n~ b) I.j YC On} ~ GIRDER ROW 1 ROW' RELEASE 30 CAYS . t 71.0 3.500 16.000 " It I 3 I , Cl. C2, C3, C4~C5,C6 Ct.C3 C2,O.CS 1.0<; 11.59 .1.11 '" 2:rr.81 10.84 21.154 0.44(1 0,220 0.794 0.397 4000 5.5 19.80 397 16.62 57,970 0.140 . ~" BEAM NOTES FABRICATOR SHALL BE RESPONSIBLE FOR EXERCISING EXTREME CARE IN LIFTING, HANDLING, "'~ ~" STORING AND TRANSPORTATION OF THE PRESTRESSED GIRDERS TO PREVENT CRACKING OR DAMAGE. '" GIRDERS SHALL BE MAINTAINED IN AN UPRIGHT POSITION AND SUPPORTED NEAR THE ENDS AT ALL . ..:.,!"l ;: f BEAM TIMES. PROPER SUPPORT BEARINGS SHALL BE USED TO AVOID TWISTING OF THE GIRDERS. GIRDERS ~,:i SHALL BE LIFTED BY DEVICES DESIGNED BY THE FABRICATOR. - - - PRESTRESSING STRAND SHALL BE UNCOATED, SEVEN-WIRE, LOW-RELAXATION STEEL STRAND OF " ') i"e I 0 I 1/2~ NOMINAL DIAMETER, AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A416, GRADE 270. SLEEVES~ I STRANDS SHALL BE TENSIONED TO 31 KIPS BEFORE RELEASE, UNLESS SPECIFIED OTHERWISE. ALL I METHODS EMPLOYED AND PROCEDURES TO BE FOLLOWED IN TENSIONING THE STRANDS SHAll BE STRAND.J ~3/4" COil TIE $VMM. ABOUT -l ~ SUBJECT TO THE ENGINEER'S APPROVAL THE METHOD CHOSEN SHALL BE EXECUTED IN A MANNER AT C.L. BRG, .:.e C.L. 8EAM- TO ASSURE THAT 80TH ENDS OF ALL STRANDS IN THE GIRDER ARE UNIFORMLY TENSIONED. THE 0 1-1: PRESTRESSED STRAND SHALL BE RELEASED IN A MANNER THAT WILL MINIMIZE ECCENTRICITY. I "- wwF'1 & WWF2- ~ll"i '" I CONCRETE IN THE GIRDERS SHALL BE IN ACCORDANCE WITH SECTION 2407 OF THE STANDARD - t !~""" " f N SPECIFICATIONS, WITH CONCRETE STRENGTHS AT STRESS TRANSFER AND AT 28 DAYS AS SHOWN IN rWWF3 ;: - DATA TABLE. NO BOND STRESS SHALL BE TRANSFERRED TO THE CONCRETE NOR THE END "?:' i ;: ~ ANCHORAGE RElEASED UNTIL THE CONCRETE HAS ATTAINED THE SPECIFIED STRENGTH. ALL EXPOSED 0 EDGES OF GIRDERS. EXCEPT AT TOP AND ENDS, SHALL BE CHAMFERED 3/4~. u f I ,. u TOP OF THE STEM SHALL BE ROUGH FINISHED BY SCARIFYING THE SURFACE TRANSVERSELY WITH ,( II ..:~ z ,. I A WIRE BRUSH, AND NO LAITANCE SHALL REMAIN ON THE SURFACE. - W4-" LW5 LW4 C5 l-C3 ~ C1 , N REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A615/A615M, GRADE 60. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A497. " -11~"( +1", -0") ,It" ,It" AS AN ALTERNATE FOR WWF, AN EQUIVALENT REBAR AREA MAY BE SUBSTITUTED FOR THE DESIGN 10 SP02" ij" OVERALL SHEAR REINFORCEMENT. IF AN EQUIVALENT REBAR AREA IS SUBSTITUTED, THE REINFORCEMENT DIAPHRAM SLEEVE MUST O[ DeTAILeD TO O[V[LOP THE rULL SHEAR CAPACITY OF THE BAR. DETAILS SHALL BE DIMENSIONS AND SUBMITIED TO THE ENGINEER FOR APPROVAL Note:; E><I<<td cirded_ DETAIL (Typical at Both Ends) REINFORCING STRAN D SPACING TOLERANCES SHALL BE IN ACCORDANCE WITH THE PRESTRESSED CONCRETE INSTITUTE MANUAL r-C.l. BEARING 4" '2" WWF1; 014@6" :: 22'-0 rI WNF2; D14012~ - 26'-0 I 2 - G401 EQUALLY SPACED .0 BETWEEN FIRST TWO WWFl BARS r TOP STRAND SYMM. ABOUT C.L BEAM , ....- ~3/4" CD'L TIE, EACH I .....- SIDE OF BEAM, EACH f I .....- END OF BEAM ( I "'- - . \STRAJGHT STRANDS I 1'-6~ EXTEND 2-WWF3; 010012" FULL LENGTH OF BEAM STRANDS 5" 70' O~ C.l. TO C.l. BEARINCS HALF BEAM ELEVATION . (";) N <C ro '-./~E: W4&W6 l'i9" l' -9~ . ~~ I I/T NEOPRENE 1::[ I n ::::: rcl@cATEWIRE BEARING PAD tuGAUE SIZE. '1' , , .. '--' ~ =r ",,,I LLl ..J' '. ~R'~* NEOPRE ~~ " ~D14 t -- J F_X~ BEAM DETAILS --.-J (";) ':!' ~ N >-() DUROMETE NEOPRENE LL W , 40' X 70'.0 PRESTRESSED , w l--.~ \" D10@1Z"crrs. , 1\ V-0>-21. I BEARING PAD DETAIL CONCRETE INVERTED T BRIDGE a Us ~ w'jrJ V V ..:r PILE BENT ABUTMENTS SPAN 70'-0 = ~ I = QI 1'-5' D=1" ~~ ,. OVER TRIBUTARY TO IOWA RIVER STATION 162+35 "" NOTE: COST OF" NEOPRENE PADS SHAll SE INCLUDED IN WIIF3 WWF1&WWF2 0401 THE PRICE BID FOR "PRETENSION ED PRESTRESSED SAND ROAD BENT REINFORCING DETAILS CONCRETE SEAMS" JOHNSON COUNTY IOWA CITY, IOWA """.. PROJECT NUMBER SHEET NU0l9ER INC. f319\351-2166 F.lY& (319l3!';I-0256 r JOHNSON I STP S C052(67). 5E 52 I V.07 ,_ .... '_'_"_~___' ._._.~__.___ ___ ,__....'.M.~ "_,...____"__" _..,_....._. -'__~ ...~ -'". _..... ..~." . ,,-,,____._",,' ~_._. __ ._ , (C)EN'-ENDBAR"'''''' .07'-0' REINFORCING BAR LIST 15'-10r SECTION) 1'-1~' -4 SP, l! S'-3t' '" 15'~10~"-1~' .4 S? It 5'-31' = 15'-10,' .::>'_ . -4 SP. e 5'-3t' '" 15'-11J~' '. 1'-1~~ SP. Ii! :5'-3i' '" t:s'-to'\'- 1'-IJ.; BAR LOCATION SHAPE LENGTH NO. \JEIGHT ~ 7'-0' . , I ;., 7'-1)' 6h7 RAIL LONGITUDINAL. 1 '-10 6 161 IJ.- l'-l~' !'-t;" 1'-1,;' 1'-W 1'-I;' 1'-1;' 1 . <;; ;hT"'\. .. EQ, SP. .L l' ~ 71 RAIL POST - VERTICALS L-- 4'-0 2:4 1~96 7 t 2 RA 3'-8' 12 , I 2' 'EE 3 3 RAI HOOPS ~ ~ '-6' 15 . ~ - - LBS. 405 - P LBS. 3236 r- '-3f" I 5'-3~' 5' '3~' : 5'-3;' 5'-' 5'-3~' 5'-3~' 5'-3,' 5'-3,' 5'-J!' 5'-3~' 5'-3 J .... I I I I I I I I . c......... ~ Ic) - ---- 5 4 END SECTION - VERTICA HAIR PINS n' - 7 ______ 18'-1~' la~' 18'-1~' 18'-1~' _____ 5 5 END SECTION - VERTICA HAIR PINS n' - 0 ~ END SECTION - HORIZ, LONG. FIELD BEND -- -11 4 4 '" TMENT- SYMHETRICAL ABOUT It - -if ABUTMENT 6 8 END SECTION - HDRIZ LONG, FIELD BEND -- 6' -7 4 40 It BU 3' 71)'-0' ~. I - END SECTION - REINFORCING STEEL EPOXY COATED LBS. 149 70'-6' 4 - END SECTIONS - REINFORCING STEEL EPOXY COATED LBS, 596 BENT BAR DETAILS ELEVATION OF OPEN BARRIER RAIL ~ Il<: ~,.Q:, ~ "-0' 1'-4' 0 7j1 6' ru ~j~ t; n' '1: nl 2'-0*' 4'-llX' - PROVIDE 7 HOLES F"DRHED ....ITH \'lJ I \ r ~ C J ~ ~ / PLASnC CONDUIT EACH END SECTION. ru I ru ru GuST TO BE INCLUDED IN PRICE BID 6h77-- D=5~' ;.. C-- [" :3'-(1' FOR STRlXT AL ClJNCRET~ . --... "" / _'"J '3 --....., D=l!' r . ~ ~oJ, ) , 5j4 5j5 A " T /:. 1~' CLR. ~/\~ ~ 1'-2 I 9' (3J2' r J v ~ A \ ;... U, 1'-1' (3J3 X ,:." I 1 ~ ~ f' fnl.--" l' O' ,. ~ ESTIMATE OF QUANTITIES - ALL BARRIER RAIL " I y~ --.. iT / S ITEM UNIT QUANTITY ~ -I N R A J " ,A ~. STEEL R IN FORCING [PO COATED LBS. 8.3 ~ ,B .y, 1 3J2 <TYP.l NOTES: I'-O~' a' z'-ltl' 8x8xl ~3 ~ V ALL EXPOSED CORNERS 90 DEGREES AND SMALLER ARE TO BE FILLETED IJITH A 3/4' KEY'w'A~J~ ~ u DRESSED AND BEVELED STRIP. PARTIAL ~LEVATION VIEW 7Jl ALL REINFORCING STEEL SHALL BE EPOXY COATED AND SHALL BE ASTM A61S-GR60 SECTION C-C THE BARRIER RAIL SHALL BE BID ON A LINEAL FOOT BASIS MEASURED END TO END OF , ,3'-5~' RAIL, THE PRICE BID FOR BARRIER RAIL SHALL BE FULL COMPENSATION FOR ~ 5'--4!' -4 -0 FURNISHING ALL MATERIAL. EQUIPMENT AND LABOR REQUIRED TO INSTALL THE BARRIER I....;> 3 sp, @ 1'-0 RAIL AS SHO\JN INCLUDING RAIL PANELS, EXCEPT REINFORCING STEEL FOR THE BARRIER iJ ' rEx-4X-4'-O BEVELED e:,' ",':'l~-O' e:,' Z' FILLET RAIL IS INCLUDED IN THE SUPERSTRUCTURE QUANTITY FOR EPOXY COATED REINFORCING - "t I'll HOLES / KErJAY I 5,...1--4 - -~ _ STEEL. I \ "'" "\ 3 f~NSET PANEL " , u r::: /. II r;:;==11~ lL::::~======{ :.. == ~. ....:.:,.; 1'-0' SEE SECTION VIEW' ~ ~l /~ ::rS==~+=~=====I===~( "'" lhfJ .~,' ^ \ - I I 3j' 3"'1' 3j' T- ' , _ ) I .// "':\'" ___ I / "---N.. ,~' \- 5)6 -1 1 / , ? 1:-, / ~T , 1 ",.-I - iX ' , 2"01' ,'-ul' I ~ SECTION B-B 1 \."3 711 ! 3'2 ,," Z r ~ -< ~ I. Jl '"'" ol.J J . 'y';' \ SECTION D-D I ~Q ~ PARTIAL PLAN VIEW ~i~ 10' r ~~ c-> _~ ~' " 1"', TYPICAL RAIL PANEL ELEVATION (~C) ~ i IF i'- 6J7 ----- 1~' (Jl <TYP.l .c<. M:; "" ~ \ . 'r---i l' CLR 2' - iJ ::r;: I.' 6 a -- r . - -- ,'JS-, , s . . "-0'.,'-0' " '" 0: J'~ ~ _ I, / '_ , M 9 :;;;:;: 0:> SJ4 .....:: ....0. SJ5 _I 1 ~ - 5'S ~- ..."2: .- E ~ ~ I -, ru 0: ,-:i> - J.~ ~/ +=1_ BARRIER RAIL DErAILS ~ OJ5,. ~ , c?- ...1-1-1' 40' X 70'-0 PRESTRESSED . ~ ,/ ~ ~ a, ~bLES T' -= -~~~g"'AY CONCRETE INVERTED T BRIDGE 5.<,_,v 7.-1 ~ - TYP.:::,....---- _ ~ PILE BENT ABUTMENTS SPAN 70'-0 6J7 5J6. J I ~ L .....: ~ . OVER TRIBUTARY TO WvA RIVER STATION 162+35 F TYP~ I ~ ~ , M SAND ROAD Saf;TION iA-A END SECTION E-E SECTION F-F SECTION G-G lNSET PANEL SECTION JOHNSON COUNTY c. tQ,!Y:A_CITV, IOytA ,"'-"'" JOHNSON ,"""'-'-' "TP S C052(67) 5E 52, V.M - .... .'. .~ ,,--,., -, ..- '-. ~ :.-...." _; ~. _.._.',,".,~. -Co.~ " ,..';" "~.', ~'-", ,:. i'..~.-,.. ~ ~-'.'-L _~~"-;:,". .~',.;.. ~.'". '.-,.. ._.. ,.::.... .." _ ~ .,..:. :,;. . .' -' ~ .... - ,," u ~._ .. ..~ .. ,.~ ., - _.._- . '"~ .... ... -~...-::.- .., "-~.~..'~-.., ...._. . '_'.,L..',_~._~~.._._,,~__~._._,,_... ,... ~ --.- ._~~ u _ ..., _ !SITUATION PLANI Bench Mark 22 Spaces @ 1.0' 5/8".X 2.5' R. R. Spike in P.P. 48' Lt. of Station 207+73, Elev. = 641.77 - . . . . .. .. ." . . . . . ... .. . 36' PCCI 7 Sps, @ 1,0' 45' . 5/8". X 2.5' Extension Dowels Break Line . ). Back face of existing I . . .. . ... .. . .. . . . . . ..' , para pert and concrete ~~- - - Centerline PART SECTION THRU BARREL . breaklines remove existing parapet wall. - of Culvert ~ -----.- ------ - 45' (Inlet) Extension ~- - 10" Min, Embedment 5/8".D wels ....... .....4: '0' ....~ ',' STATION 209+15,7 Removal of existing culvert shall be on a verticle plane Contractor to Construct a 45' parallei with and at the back of existing parapet and to the Extension on Existing (Inlet side) width of the floor of the proposed extension, The removal line 40' Twin 10 'x 8' x 61' RCS ....- ,....... . ".' shall be accomplished with a 9" deep saw cut on top and on Roadway ...':......:.. . .... both sides of each wall and across the top of the floor. This PART LONGITUDINAL SECTION saw cut should cut thru any existing longitudinal reinforcing thereby facilitating a neat non-spa lied break line, NOTE: All removals shall be carefully accomplished and any Johnson County to supply a quantity of granular material not to exceed 65 tons to be used beneath 't Culvert <D concrete damage that is not to be removed shall be repaired the culvert footing if unsuitable material is encountered, The Engineer shall detennine if conditions ,5 by the contractor at no extra cost to the County, Removals require placement of this material and what amount will be furnished, The rock will be hauled to the - c:: Concrete removal limits o 0 shall be in accordance with Section 2401 of the Standard site by County Forces and stockpiled for use by contractor. Excavation and disposal of the ~ .- back of exist. parapet o '" o c Specifications, unsuitable material will be the responsibility of the Contractor and at no additional cost to the '" <D <oX 70.5/8" dowels with a 10" minimum embedment into existing County, .r: <D ~'O concrete shall be set around the entire periphery of the - <D 0", existing culvert. Dowels shall be centered in the existing slab, Construction shall be in accordance with current Twin RCB Culvert Standards shown below. .r: 0 ~g. walls and floor. Dowels shall be at a 1'.0" maximum spacing 11.13 foot of fill will be used to determine all dimensions and calculating quantities. Field :5:6. C-C of dowels. Dowels shall be set with epoxy grout in adjustments to be made accordingly. accordance with Standard Specifications Article 2301.12 and ~ <{ the Current Supplemental Specifications. 00 v5 45' , ::...,.pAF,<1~EMOVAL PLAN The existing wingwall may be removed as rr Extension STATION 209+15.7 l, \ ~ W-j .... necessary to facilitate new R.C.B. construction. Centerline Fill = 6,68 lw ,)f= 40' 1 ('"'j '---- The Contractor's scheme fat' maintaining stability of 36' Elev. = 645.21 J N ..... C) portions of the wingwalls not removed shall be i L t:j r:= <( Super = 5.4% C) U3 approved by the Engineer before new R.C.B. . ..T ,-, construction begins, LQ(i:A TJON Break line~ On Sand Road near the SW Cor. NW1/4, NW1/4 I 4't of Section 35, T-79 N, R-6W, Johnson County, IA Flowline Elev. ~enterline Design Slope :::: CULVERT STANDARDS @ Extension =629.41 I 0.0113 fUft Inlet Elev. @ End . ~ (May be obtained at Bridge Design Services) Match Existing of Apron = 630.12 Standard Date Issued Latest Revision Standard Date Issued Latest Revision TWRCB,Gl-87 July 1987 04-02 TWH 0-2-87 July 1987 /LONGITUDINAL SECTIONI TWRCB 10-8-87 July 1987 12-05-96 TWH 0-3-87 July 1987 01-01-98 TWH 0-1-87 July 1987 12-05-96 TWH 0-4-87 July 1987 01..Q1-9a FHWA Number: 204085 Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet V.09 . _. ,~__,u_ ,_ - -' ___~'_____'n_~ .. ",~".~_...~ _""'_' ",___,~_,_",_,"____",_,___.._...",,,_,_ ",'_ ~ ." .~,~__...._. .. ~_~..~.'__ m_'~ _~_..~...,......... .. . -,. .....- .._-........: - . ..- .......:........ ._n_ , Box Culvert Typical Section at Sta. 209+15.7 . n.t.s. . . . 40' Roadway I 36' PCC Pavement ..... ;,~ . , ..... ... "~ - .' '., '.. -'. . G:r-- . . . . . . CD ................... 1 . ,,'..., .., ,...., .., , r-> = CD Slopes are 1:1 unless otherwise noted @ Granular Backfill o '? <0 CJ :-;:,.::.- M 11 F_-j M (Sand) o-~. N ::= o Earth Fill same as Class 10 -c; w ' Box Culvert Typical Section at Centerline --I ,-< rn .;-<:, '" (Ii .:: \ 0::0 :L _/ View C-C :2: /' C? @ Granular Backfill (Sand). Gradation )> - .0 n.t.s. Requirements as per Section 4110. 4 PCC Pavement Material shall be compacted with a " '. o.,_.o. _,._ . " ~ .. '.,'" .'.,o......~. ',' .', ". . 0 . vibratory roller. @) PCC Pavement .... . - 1 L:.... , 1 Temporary Stream @ Class 'A' Compaction is required. @ Diversion Backfill with existing material in 9" lifts. @ Granular Backfill /" (Sand) Johnson County Project Number: STP-S-C052(67)--5E-52 Sheet V.10 .. , -'^'.. "_0 ~_ ___ ~~_.,u. ".' --" ....c.. .~. _.._"'_.~. '_.""--~' -' .-".-.--'"'-.','- ...~,..'~ "-'-'-'~~"'''~ ~<<'-""""-'"'' -,-~_._---~~~_.. . .'-~. _ n'_ - . .-.- --. ..'...........~. -~__;,,~~ ..-=-_.,. . .->......,'"'-u_._o'.d.". .._. ,'_ .~ ~. ,.. ~',_ _, .'., _,0 _'- .. '.' . _ >.'" _~ _ .._ _ ..,. , -- _..-....-----. , I P 3 10 ~ IJ P b ~ , 1 0 1 0 1 0 1 0 1 0 9 6 4 1 , 1 0 1 0 1 0 1 0 1 0 1 0 , . v 'V"'"' ( FILL OLUM! S {VF} N CRe SS-SE( TION SHE TS DO NOT INCLUDE HRIN~ !AGE. REF ERENCE SHEEtrS T.01 - T,07 OR . VOLl MES T~AT INL (.;UDE A SHRIN fAGE 1 ( FACT( R OF 35% AN[ TOPScplL VOL ~MES. Sl RIP TO SOIL T b A DEIPTH OF 8", '---^- ^ ^ - ~ I........, - - - - - v ( I H LT k ~ DE@ I) BEGI N l' WI IDE DITC ROW 5' LT S ( SID, @ STJ TION 1 +50 I STA ION 11 +00 ) ~ ^ ^ R W ..--- R W """ I-- """ 1(1'0 47. 5,657.09 ~ "\,'-- 49.54, 55.89 """ A" "" I~ > ~ --;; -:7 ~ ~.~ """ -.... ",n STA 13+00 26.47,65020 -27 27,650.00 DESIGN! L =652.22 VF -0.37 ~ VC- 17.49 <( 'i> '< ~ (, :a CE "'" ~ l-W _.Jr , \-,::; , C"> ~ - ,~ , _"" LL u f <( ;S ( )~ h. .s V < ( EXISTI~G ROVl' BOTHISIDES k = <"', ( . RRn @STATlqN112+h I) """ - ^ --^ ~ Ip R" 42.00,6 4.57 """ A I~ " NU '. ~ 38.60,6 2.74 , , 4- R'n , "c" -r98'650. 0 '2+{) DESIGN -~L =652.55 26.18,650.60 I 100 3~ - 5il I 10 :0 60 P P 10 110 4P 0 ~ 140 110 120 1 0 1~0 80 40 '/- 2p 3fl 00 D gO 100 1 0 120 110 1 0 1?0 I I I , I I , I I I I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.01 .--" ,'m__' ... ".--"'---'" -->.-"_ __.u _." -'---'-~-" ..,-~ "- ....~. ,_.~- ~~"-"'-" ......,..".......... ._.,.,._.,.~....'_..., -."-" :_',~ .::". .._"~_,...,: '-.:..",:-,_ '~'_ ",._..~-c....:....,.,.'~,....~l.,.._:'''''___.'-,'~~;. '_"_'k'_';,,,-, _.,..... "'0'';' ~_.. _.._~,_ I I , I ,h.I.' '^ I J' I 1 0 130 1 0 1 0 1 0 90 8 PEP 4 3~ 2IJ 1 'l. 1 P "E E P 00 1 0 1 0 1>0 1^0 1 0 1 0 1- " I FILL I/'OLUM~S (VF) ON CRe SS-SE TION I) > SHE!:ETS DO NOT IN~LUDE ~HRIN~ V'<GE, 1<1) REF ERENCE SHEaTS T,01 - T,07 OR . VOLL MES THlAT INL~UDE A SHRIN ~GE I) (FACT'R OF 3~% ANd TOPSq>IL VOLUMES, kl . -V v V ST IP TOWSOIL Tb A DEWTH OF is". ) ~ END l' WIDE [, ITCH Lt SIDE I) -^ - _A~ ~ ~ r;; STATION 15+ 0 1<1) ""' '" r ROW """ ^ I ""0 R W 6 .00,659.8 - ""A /' 1(1,5\ "" -4901,65525 / / "" R I~R'O ~~ /~ "'nl~ ~.......-:? // '":/ ~,,-.., '~"'7 '"'^ STA = 15+00 26.72,64 .00 r~~ - = 6= 0 _ VF'7.53 ?ep, ~ ......., VC = 77.39 :r> -fj c-) ~ () I --,i--'. "" \""-1 -)~ I' --~ h:" :; C -: ~ -'" 09- c 5 . ); -~ ROW ""' I R' T 6~~5 "60 '1 --- 1./ oon /"--.... -49.0 ,657.14 / /' ~ ( 114 \ "'" '" "-- /. "00 ( 114 \ ~ ').~ 1//' ~ "0" r ~ " . 1/ / "on - ~/I I STA 0 14..00 25.98,6491 0 I . -29.98 648.50 DESIGN L =651.40 VF -1.40 VC = 95.39 1io 1tO 1PO 10 1~0 P sP ,0 sl 5,0 4P 3P 2fl 10 i 1,0 4J J 4P P Jo p ',0 ~ 1,01)01,01'10 1tO 1?O I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.02 --- h '.' - ,.'.-'-.,-- .>.._____.... _. __. .~..'._,.,'"'. ..".u__... ._.. ."._.~.b_.~""'..,......:.,.,_ "_'~'", __. _.....~..._~...._.....'-.__...__ -'--'h .____. :~_,"',_ ."..~:......___...~~".;..__..". ~'.. ,:.~':.:-,::.'o'...,:...";-_~""_'-,,...,_.-'-._.._ 1.10 1 0 l' 0 1 0 1 0 (8 b 4 3P 2 1 1 2 4 € ab 1 0 1 0 1 0 1 0 it 1 0 I V -~ . I Fill \ OlUM9S (VF) N CRqSS-SEqTION I - SHEI TS DO NOT IN lUDE SHRINK/AGE. REF ERENCE SHEE TS T.01 - T.Ol FlOR . VOlL MES THAT INl JUDE A SHRIN~GE '> FACT< R OF 3~% AN[ TOPSCfll VOL MES. ( STRIP TO~SOll Tb A DEIPTH OF. ". ROW '-" ~ ~ <,,1 . ace -62.14,6 1.62 ROW <,0 ..... t--..... I .on I ~ "'~ ~ / _____ 64.0~,646. 6 1 ~ I( 117' <4< 17" ~ ~ b---- .,. V 117 \ I~ 1'-... I~"l / / '---I------ ~ <40 -30.27643.00!"~ ./ ~t----....- .,n 40.27 640.50 ---- -----.......... ~ <" ~~. _ "'.^^ """ DESIGN L =645.97 ,~;:= L1~^ ~ -4:: f:O ,,~ o ~ 8,_ [, I /- J-l (1\1- : (f') .v~-::;; ,~ ~f-~ LL u (.t/ \:5 (j.J3 ~ n I g ~ ~ ROW I ROW I .63,657.0~ ." / 1/ .00 -60.70, 52.74 1/ / -------- ________ 1(/116\ <00 ~ ~ ,.' ~Vm\ ~ 10 ~~ // ~ .'" rv- v 'V"" i' "'..... ~ 1./.../ ' ' , ~ w . ~ ROW +5' RT siDE @ L ,31.48,615.00 STA = 1~+OO 33.48,644.50 I II STAtiON 11~+l5 r DESIGNiL-648.27 A -k-A" ~ I I '-' I IJ. I I VC =429.39 I 110 1,/0 1tO 110 190 9p 8p 7p sp sp 4p 3p P 1P ~ \0 ~ 1b 4P sp 6p p sp b 1~O 110 1tO 1,/0 1tO 1~O 1 Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.03 ._.~-~_.. - "..- >_.~_..._. --'--'-" ."..--., -... "..........~. ,.......~, ..'"''^-- ... ~"""'''---' ",.~.,,_ ~,,,"',.-". 'J__.._.__,." _.... ._.~.:.'"-___....._<._;.._>.c' '.. _,:..~~.'_..._~:._:...'c~..;..~'.,,;.'~.~L~;.';.._~._,' ~.....,,'~_"""""i.'.;i.-L'.u:_.~.'..,__,~..-::.~:._.:.,.,._..i. .~_..."... ...___.~.,.._'. "'_';:"_, 1'0 1 0 1~O 1 0 1 0 9b 8 6' E' 4 3' P 1 ;1 SHEI TS DO ~OT INCLUDE SHRINf AGE, , P' RE ERENC SHESrS T.01 - T,070R . - ^- -^- 'I VOLl MES THlA T IN~UDE A SHRIN iCAGE (>II FACT( R OF 3~% AN TOPS( IL VOL~MES. . STRIP TO~SOIL T A DE TH OF 8". 1"-" -P- A... --^-' R'n ~ I----- _____________ R,OW "'"' r--- 64' -----------------.......... ~~ ~~ ~ ~ ~n~ ~ ~~V/ ~"-~ I ~ R" ~/ ~......... 07".'" ......... -% STA - 19+00 I DESIGN L -641.98 5.40,632.$0 = VF=176.51 0 = VC= 79.70 ~O CJ >::::j fT1 ~~. 'J Cj . N - --;:0 w ! ~.:..,-. ~ m ~ ::r" ~I r)..JJ . I I '--../_. ......-' s:-"'- CO "'- " )> - '-L> ..-.. ROW ( EXIS~NG RO~ RT SiDE @ k 600 I ( rTATIO~ 118+6r I R" , _ ^ .A ^ ........... - -- ----~9,651.59 RRn I -'" ;;:---..... . R'" ""~ . 1(118\ 640 ~ ~ "4.' f116'\ I~ ~I~ I ~ . "'-[ ~ //1 .......... ROW . R4n ".... I R40 -33.22,64 00 " ......... " ......... 58.83,6' 6.73 : R" ~b 25:1 t----. STA= 18+00 DESIGN 1L =643.64 I " =~7.,," I vc =155.21 I 110 1 0 1tO 110 1,0 9p 8p 7p 6P 5P 40 3P zp 10 <;t 10 ~ 3P ,p p 6,0 P ,0 9,0 'fO 110 1tO 1~O 110 1~O I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.04 ------ ....... "- .-<'-- ._,~, .~-- ... ".";... ..~.::.- "L'..":. ....:,;:-../.....:_~.;..'___......, ...', _..., ;C_,_,_,,,,,,,_'~'__"'':''''''~ ~..,'._. ...:~,." .-_..~..~.u,__ 1.10 l' 0 1 ~O l' 0 1 0 9 ' . 6 sb ~' " p ~ 1 ~ 16 i 4 sb E ,6 €' t 1 0 1 0 1 0 1 0 1 0 1 0 i <An I - - ---.r- ----. ",n I I I I - ( ROW 60' L T SIDE @ ~ R( W ./' / I .......... ow If12O'" <" I STA' ION 12p+50 I J / ~ ~ Rj .0. V12o\ 10 o.....J - 488,632 9 V / ~ ~ 498,6~1 8 ~!\.V . ~. .. "00 . 7 .. /" .on - f'."o = ~~ ,,~,<v'5 . . DESIGN L =640.79 5.42,630. 0 VF = 79.60 -V" Y - ( FIL \ OL0ME S (VF) ,!)N tRe SS-SEC TlCiN . r... ::lHt:t IND, . ( REF ERENCE SHE$-S T.01!- T.Ol HOR I I VOLL MES THlA T INL~UDE A SHRINIkAGE I-AL; Il"K UI-"'3 i%-AN[ I : ,~ ( A ST IP}O S01L T) \DE THAOF 8". A - ~-- <40 ROW ..n 1(120\ .00 '-------------1-' ./ v: / ~ ~1'-.. 7 .95 L9 000 1/1;;)'\ 10 - ~LO ? "- '..... ~ ~ CJ.'7 ........ ......,' "'0 -59.5 ,632.50 STA = 20+00 .on =041.UZ "".' , I . VF =~88. 17 VC = 73.04 ~~ ::( - ~ ~ .~ V V V 1=:1 :~ ffi =:!. ~ BEf3IN BLI, TERS T SIDE @ -< ( BEGIN BLlSTE~S RT IDE @ J..J h d t= (STATION 11fJ+66 ( TATIO~ 119+6 I -CCT ~ _ U ,^ _ ~ '--"^ .A-., p. C J.... '10:> t~ ~ ~ ~ ." ------ ~ ROW /1;9\ "'0 ~~ I . , on,^, ^'^ ~ . ~ ~ -------- ~ 489,636. 4 / / '" "-............. I \..:U . "" , ,/ / I "'- ",,- 71.2 ,634.31 .. ''71 "............. .....V -51 88 634 00 ........ .'.' " . STA=119+50 ,o'H^^L _ QES1Gib-=G4 . VF =~09.03 VC =167.41 1tO 1,/0 1*0 1 0 1~O 9P 80 7p P 5p 4p 3P zp 1p ~ 10 ~O 3p .p EO sp ~O fI{l 9P 1 0 110 1 0 1,/0 1~O 1yO I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.05 _". ..,-""..',",._..".'-.., ~.. ..., .. ..>.....,. . '0.'.'.."-"- '..~ .'.'_'.~'._ ...-..-.. ..,-.'-,. .".. ,.."-- .'~ .'.- ..~. . .,. .......c".....__. -. ~ . ". -"-. -'-'" .;, .:..;'-....,... _.:-...'-.... ';-..:,.',.,.-i. .;.'.3 '.'_.:.,.'.. ......._..._'-"..:,; ",- -, " j.. ,;' .....,.. ,."'..- ~~ ..', . " :. " ,.:'"~..:''' ,. ,.' ..:.'~'----.'--. '.......,.... --.-, , , , b E b 4'0 P 1'0 <it 2 , € b €' ('0 , 110 1~O , , 1 0 1 0 120 1 0 1 0 9 1 , 4 1 0 1 0 140 1 0 , - . - - ~ ~- ( FXL OJ;"M~S (~F) <DN tRC SS:SE< y ') TION . ( ;:m~tf ,UU II~l ," OR' P REF ERENCf. SHEE TS T.01/- T.Ol F I VOLL MES T~~T ~NL UDE A SHRIN <AGE ) ( r-,,-,-,I., K ul";jl 0 '''l ~'~l~ 0' 8" 'i) A sn'PATo~SOlT J AJ!E TH OF 'A .... -- ""^ OM' /W\ ^^^ / "- Rr .00 f'm\ \..V R W I~ ~ " 61.6 ,632.99 ~ I~ 1'. /' ",n "'- ",n '-.. -51.68,6 7.77 / 1/ "\ .- V"' "'71 STA= 21+54 40.61, ....0 627.99 = -44.88,627. 0 DESIGN I L =640.63 ?"; = :?O Cl VF = 0.04 )>-1 '" -n vc= 1.98 " ~' O- N .- _.~c) ~ m c<- - ~~ :I>'o ,--; V ~ ~-... - '-.j ? I I I -: /' '-!~ ROW 60' L T S~DE @ ~ N STAtiON 12 +50 r Cl I I n,n ,..-- "^n ROW 1/ I "\ I/W', /f ROW ~ . 6" '" I "'0 10 -58.7 ,632.46 \/7 ~ ~ 4.84,632.1r I ^^^ ~ -/ "I\. k< 1 --.;:;;;-- I STA 21+00 - 5.32'63OT DESIGN! L =640.71 42f,630.00 VF= 08.92 I I ~ .l vc 57.54 ~ 9P 6P 50 3,0 ~o 1P I 1P ~ i:J b P 90 1~O 140 1 0 1 0 110 100 70 'i 20 80 1 0 1 0 1 0 140 1rO , , , , , I , , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.06 -----. - - ---' .~---- -. "." ~ .-- _. ._._-~-~---_...~ '--<'-" -.. , ,-, .- -~ ------.~-- ~ '.,.. ~.. ._. - , ~\ ~- --," ..~,. ~- . :.; "-"::_" -~';;"'.._:..:... .......- --. ... . ... - .._ . .~_ _"_..:_~. ___.._..__.._.0.;.:' -' ,"_. . . ,,__ .. ."_ . _....~_ .._. .._~..............._ l' 0 1$0 1 0 t 0 1 0 9 ~ 4b P 2 1 <it 1b ~ b P 10 f 9b 1 0 1 0 l' 0 1$0 l' 0 1 0 , ~- ~ V ( FILL OLUMBS (V F) ON CRqSS-SEC TION ,) - > SHE TS DO INOT INCLUDE SHRINKAGE. t RERERENCE SHEE TS T.01 - T,Ol f OR I VOLL MES mAT INL UDE A SHRIN CAGE 1 . > FACTC R OF 3t% AN[ TOPS< IL VOLGMES, 1<1 ( . SPIP TO SOIL TJ A DEI?TH OF 8". J . --^ A_ -^ ~ ~ > ROW 0' LT S DE@ !) I EXIS1ING RO/N RT S DE@ , I 1 STA ION 12~+50 I) I 1TATIOII 122+5 1 A ^ A. ,- - ~ - - .^n / "40 R( W / / 1"-. ~ R W ~""O ;/ L~~ ""~ \. 50 / -57.54,632.68 ~ " "" t\ 50 ) ~ "" I " 59.24, 31.99 / I '-......./ <on ~ "" / ~ ~ "on /A' ~ / -41.10,29.20 STA= 22+50 DESIGN L =640.50 41.2 ,628.00 VF =19.02 VC = 72,46 I"" N :::!;: 60 ,1--:5= n ::::: rhO w - olcie::- , ~ c-', .-J ,. ./_- ;--- N ,..0 '--'- ~ ':53: c, 0 = - ,- "40 ' "40 R<pW /1/ '- i122" "" 'I ~~W "" f1?\ \2/ -58. 8,632.74 / / ~""", 60.56631.65 I \2Y . IFo ~ / ,,/' ~~ / "'0 . "v<' '-... 1/ -40.86,629.00 STA = 22-+31 I DESIGN L =640.53 42,12,627.50 ' , VF = 08.75 VC = 90.17 1,0 if 0 1TO 10 10 9? sP 7p 6P 5,0 4P t ~o 1P t 1p 0 P 4P 0 ~ 7p BD 9P 101]0 if 0 1,/0 110 1:;;0 I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.O? - - " ~.. -.- < - - -. --. ~ .-_..., _..... -. _.-- ". ..- - '----."---'...--- -" .' _ k',._ ...-...~ .'~-~'"... _ . ... . . .....__ ...'~ C-,,"-_.-..'.: ~'._ :_-,_.~ '_~" ',,~",': ;..' _.........' ~.:~... ..... _'".'. _.__~::~. ",:', __. " _~~._ 1'0 1tO 1~O 1)0 1r'O 9 ap € ~ 4 30 ,b 1r ' 1 ,0 b 4b sb € " f sbj 1r'O 1]'0 1~0 1$0 1 0 1$0 '40 I ~.I.~ - - - ---y-- _ _ ~ -V 'I -.n ' ( END ~L1STE~S L T SlbE@ ) ~('" ..../ " ( END! L1STE~S RT SlbE@kl ~ <1: 'ROW ./ "............ R W ( I~ /124 \ '" ( 1 TATIO I 124+1~ J I ./ / " ............ TATIO 124+2 I "0. If 124 \ - \00; - A I I ~/'---- ~ ~ ^'-- -^---' ~I\oo) '....-/ -73.59,631.30 I-::;;?'" ...... 69.24, 31.67 0 ~ I '---../ ./ " A :'2:<;: f.?n -.-. . I" ~IA=24+00 - ~ , n '~ 1"4.29,630. 0 DESIGN E L =640.29 59.43, 30040 (_) - _ N ;:::::: -'-- (0, 0) . VF = 68.64 :j ~::' m . v<.; = 130.91 r ..;, ::;. \ . _on -- "J ,,>," ~/ >-. CD - - -<::. .. V <: "- ( ROW ~5' L T S DE @ ) c ( STA ION 12~+50 II - ^ -.0 ",n ~ ROW ./V / Rm /123" '" I / """ ", I '0' ~ \ 50 / '~/ ~ "i"'-... I I \ 50 ) ----------- -82.49,6 .02 " L............. . 5.55,631. 5 ___________ "" "'" ./ "- LA ""n ST A - 23+50 -70.44, 30.00 DESIGN I L =640.36 4.90,630., VF - 09.69 ~-~E I h -V ( FILL '{OLUMEjS (VF) ION CRqSS-SEGTION ) SHE~TS DO INOT INf;LUDE ~HRIN'1AGE. RERERENC'E SHEaTS T.01 - T.Ol FfOR I VOL~MES THlAT INLCUDE A SHRINIKAGE I > FACT R OF 3~% ANd TOPS IL VOLUMES k l _~ IPTO~SOIL TbADEhHOF~". ) ~ ^-- A ...... "40 , '40 ~ /~ ~ . Im\ RO, I / / '\. I "30 /123\ \00/ // '\. \00) ----------- -62.86,632.62 / " 62. 0,631.88 '--../ . ,I / "'0 D.. '\. /. \ "or, . 1 .,;. \ ' -47~ ~ 50 I ~ . 0,029. STA =123+00 46.97,628.80 DESIGN ElL =640.43 VF=h11 vc =440.16 110 ,Jo 1,0 110 1090 aP ~ 6P ,b 4,l 3P 20 1P 1 1l ',0 D "P J P P ap so 19010 if 0 1rO 1tO 1?O I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.OB --.----- ----- ~--'- " '~.' .:: :.--..-."" -. ... ,.. . --..,-.. ~ ~, -. __..'_.. _c.b',,~ ---.- . ... -.. -. ----- - - -_.. - ----.- ," .-.- ..- -- - _._-. .. ,.....- --,-, . :Jb , ab 0 I I 1 0 1 0 1 0 1 0 1 0 9 P 6 4 ~ 1 1- 1 P 3 , , b 1 0 1 0 1 0 10 1 0 1 0 , Rr I 22' IW ^'- .,n r 17551 -, , - -65.45,6 V/ ~ I 2' 172.07,6 17 1 f127' ./ "- 6.49 f1?\ "" "" '-. ~ ^-, I~ .7........... ./ "\. / ~ lA< ~ ~ , , ~ t----.. "'0 -4 .81,633.0 STA- 27+00 .,^ -;W+6 . DESIGNE L ==639.85 , VF=1 96,87 VC 01.49 r-v V ~ -V ( FILL OLUMBS (VF) ON CRC SS-SEC TION I SHE! TS DO INOT ~~~UDE SHRINK AGE. r ( RE ERENCE SHE S T.01 - 1.07 f OR ( vou MES TI AT IN~UDE A SHRIN (AGE I ( FACTI R OF 3 % AN TOPS IL VOL MES. r S' RIP TOj,SOIL T, A DE THOF 8". --.. '-' ~ ROW .,n I O.n , 22' , , 1 r;;6\ 8.37,637. '11. -I ./" / .~ ~ /' / "- OW ." " '-. I 1\30 10 .J.'J ~ ./ '-. I'--.l 12'- I 0 .... ~ 7.99,631. .,n -48.8 ,632.50 ""H- Onn N DESIGN L =640.00 53, ,0,0'1."U N ~ en k;F; VF= 72.18 -- ,,~ ijU;n ,~ ""'"' tJ~ UJ ~ j ~, p~-, ry-- - ~ V LL u p~ ~j~ I I I ~NT I~ w BEGIN REB ILDINq OF EM,BANKM = ( @ISTATI9N 125+~0. ~ 0 -y--., rv- ---v v = i':l - ( [ ROWt5'LTSIDE@ k ~ [BEGIN ~OPS01L STRI~ BOTH [ ~ " ~^ ^ ^ ^ STA ION 124+37 [ ) ( SIDES @ ST TION 125+00 I I I I 1'-" '-" - . "'0 ROW a.n I r9' V /"" / I I I~ ROW ~ / I f-;25\ . "" -73.08, 34.93 "- 9' - .,. / I~ ~ \jV . ~ ~ I 6: .70,632.42 ./ "-. f.------------ I~:,- - ~ "'n I ~+ - V .,^ -0' 8;6:5t:50 0 54.83,630.8'0 ( ROW 80' RT sIDE @ k) DESIGN L =640.14 ~~= 76.54 ( I STAtiON 12r+06 11 I ,0 60 4P , ~b 10 <1- 1,0 P 3p 40 P 7p Jo- -9~ 1r10 1 0 130 1tO 1 0 1tO 1~O 10 110 100 90 7p 5p 60 , , , , , , , , 1 Johnson County I Project Number: STP-S-C052(67)^-5E-52 I Sheet X,09 . --.-_.. -- --<...... - .....-. - --.. . -'- --.. . ..--..- . ..- --.--... .. .-.-<--.- '..'. _,..".~ n,."_.._ _ ....._..___. .~. _ ... n..' ....,.. . .~. -....-'" -.--...-.. ...,.~ .-. ..-.- .'.' . ._-~.- - , , , 8b 5'0 , I P , € to I , , 1 0 1 0 120 1 0 1 0 9 6 4 3 2 10 ~ 1 , 4D 0 1 0 1 0 1 0 1 0 140 1 0 , ROW ROW R40 I - 5' - -15'- -j I R4n - -56.77,63 21 V 63.8 ,637.35 /1;]\ ./ 7 ~ " V13D\ R" ~ / ./ R" . ~ " " h./ /"""-' ~ 40.84 , 33.90 STA= 30+00 000 DESIGN L =639.51 4 .64,632.9 RoO . VF=1 17.80 VC= 46.77 ~ ~y y V V > ROW ~5' L T S DE @ ~ > FILL OLUM~S (VF) N CRC SS-SE~ION I ) SHE TS DO NOT IN ::LUOE ~HRIN GE. r I STATION 121 +78 REI ERENCE SHEE TST.01 - T07 ' OR .A ~ ( VOLL MES TfjlAT INL;UDE A SHRIN ;AGE I , ( FACTC' R OF 3 % AN~TOPS( IL VOL MES. S' IP TO SOIL T A DE THOF 8". A "-' ROW ROVl R40 I -1 I -14' - I ",n I . ! (1;9\ -5 .07,637.2 V / ~ 64.6 ,636.85 R" ">. ./ " / yo R" 1(1;9\. ~ ., ""--- 1>< /0. ... I~ 42.26,6 3.60 STA =129+00 "'" DESIGN dl =639.56 46.06,632 5 ,R'O VF ::1!65.50 <= 9 ~ VC= 95.30 CJ ,-~ <;:: R -n )> ., --< N - O' \- :::::jC) W \Tl ~ 'Y" -:-< }: ~ 'tr. Y ,-' (I ROW ~O' RT S~DE @ o~;J --- \...j <;/' en ( STA ION 12 +00 I ""- N )> ..J'.. A ROW R' W .,n I - --20' f-- -22 I "AO -63.25, , 37.70 V/ 69.89,63 .70 . I(m\ / I I ~ ~ 0'. ')... ''\, ./'" '-...... / /"" R" I~ '",", ./ "'\ ../ ~ /" ,:' ~ k4.03,633 '------..., 30 STA= 28+00 . .,n InFSIGN ="oQ 71 47.83,6 2.35 "'0 VF=i 63.78 vc= 88.65 * 180 120 8P P P 4P 3r .p 1l D 4p ~ r . D ~b l 1~O I 110 1WO sp 6,0 1p ,c 3p 1 0 120 130 140 tfO , , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X,1 0 - .--.~ .-- --'~...._--...' . - -_._-~.~ -- -- . -.. -..-.---,.- . --. _....~.. .. -". ---- - -.... '..- . ." _.- ~---'-- , 110 110 , , P 4P " ~' p p S 1~O , 140 1 0 1~O 9 an 3 , 1 1 , 1 0 1 0 1 0 1 0 1 0 R W , Rr I- 12'- I 8' "40 ""^ I 61.96,! 8.08 " -53073, 37.56 ",/ [7 .~ / 1(133'\ ~/ ~ L /1?\ "~, ,,~ ^^' I~ ./ ~ . -39.4 ,634.80 STA= 33+00 DESIGN E L =640.08 43 26,633.85 ..'0 ^^^ VF 1 24.82 VC= 45.31 rv V- -y ~ ( FILL' OLUME S (VF) )N CRC SS-SE( TION ) SHE~ TS DO NOT IN :;LUDE HRIN~ JAGE. rv ,..., RERERENC SHEE TS T01 - T.O? OR ~ ROW 0' RT ShOE @ k VOLl MES n~AT INL :;UDEA SHRIN /'AGE ( FACT( R OF 35% AN[ TOPS IL VOL ~MES. STA ION 13 +00 I S~ RIP TOWSOIL T :JADE TH OF 8". ~A A ~ ROW R W "40 I 1--1 i'- I-H' .J ",n 57.01,638 4 Ls: 162.06,6 7.70 ~ "" ~ ~ [7 ""'- / /" .00 f132\ ~ ./;. ~ -39.80 634,50 STA= 32+00 DESIGN E L "639.85 4 , 60,633.55 "'0 .,n VF=1 39.37 VC= 21.58 N 13 cP 'Y. _0 '-, -o:r- Q .--' """ '~k'r uJ C0 ()\=: I 0 -.1 N -- - LL t;:; 'p4. Cl '3 ~ Q = ,= c--.. ~ow .,n Rr - 3' ---i 1f-13' - I ^"^ Ii -55.83,63 .43 63.86 637.89 ~ ",/ 7 ~ / (131\ , .00 ). 1'-../ i"-..... .A:' ^^" "- / /0' \iV . ~ -40.14 634.20 STA= 31+00 DESiGN L =639.63 4 .94,633.2 .,n ^^^ . . VF =1,\>0.78 VC = 12.89 1tO 1 0 120 110 1 0 9p sp 70 6P 5D 4P 0 !,b 1P <f- 1,0 1P P ~ P ~ P 0 ,0 1@0 110 120 1 0 110 1yO , , , , , , i Johnson County I Project Number: STP-S-C052(67)--5E-52 i Sheet X,11 .., . '_L.._ ....-..--. --"---"--'--~'~---'~-""-' -.__._'_. '-'~"""'.."..' C'.' - .......' .....>'._..;.. ....__ _... .'~"'_'____:'. "'~"'~'_'__M 1.10 1 0 1 0 1 0 1 0 9 ?b 6P ,4 1P t 1 b b 't t 1t~ ~1~ 1~0 1:10 1 0 1 0 V V , ( BEqlN "V" diTCH R~ @ ) (STATIO 136+001 I'" "4< ROW 1 ) "&0 I A A - -~ --------- I ~ 16'-U I~ ( 136" "40 J "',93639.' <40 V 136 \ . ~ " I' '-....--/ / I I ~ ~~ ~ """- ~ ~ /" ,"0 "00 -38. ,635.70 STA - 36+00 DESIGN L =640.71 42. 4,634.75 ~ - Ho,loo" - - ~ .--. ( FILL \fOLUMElS (VF) N CRqSS-SEqTION J vc - 90.65 ( EXIS-nING ROW RT siDE @ I SH~1TS DoINOT IN LUDE SHRIN~GE. ( $TATIO~; 136+00 I RE~ERENCE SHEETS T01 - T.07 F10R or ( VOLLjMES T~AT INL UDE A SHRINP.GE I "-^-.. I FACT(' R OF 3p% ANI TOPS( IL VOLUMES. k \ SlRIP TOIPSOIL Tb A DE TH OF ". ,~ ^ ^- "" n~'" ." I ~ 6'---- RiW R40 10. , I R40 ~ . /"" ~ 60. 0,638.36 ~ R" "1'-. X 1/ ~ / 4' m r;;5\ \ 00 / -38.7 ,635.40 STA = 35+00 I \ 00 ) '---.-/ DESIGN L =640.50 42.58,634.45 '---../ V = VC= 11.01 0 ~ ~n CJ )>-\ ~ 11 ~~ C) N r-- --10 w : .c< \-" :!..~ !-rJ 0* -- \""j :/' CD _-.c~ Vn ~ N I ~ EN~ TOPSplL ST~IP L T S DE) I . 0" ( I @ STA.TION 1f4+00) w J \. A ~ ROW __ I R W ",n - 12' =i OM' ' I -53.66,3795 I /"" V ,- I I ~ 59.55,,37.69 (1;4\ ." 'i^. :x '--.~ / / "00 ~ \ 00 J -39.1 ,635.10 STA= 34+00 ~ '---.-/ DESIGN' L =640.28 42. 2,634.15 I . :OL VC = 76.01 1101,/0 1tO 110 110 9,0 8p 7,0 6P 5p 4,0 3P P 1P ~ 1p zp 3fl ~ 5p sp P ~b 9,b 1~O 10 101'10 10 1~O I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X,12 --... '-'.-.,-.__'. .._. .... -_._ _ ._.._..__ ~._ ..M._~.__ ....._ __ _ ... ___. , , t" b P E ~ 1 <i 1 2 3 4D m io, 1P 1, ED V V - ( I EN "V" DI~CH R' @ - (ROW ROW TATIO 139+5-1 ROW <A. ROW <" ~ I ~ '--J '-/ - 75:414 /:~.......I 10.-j 1- / 139' .,n I 16 I :~;<An' 1 9 \ (112 \ I 57.98,640.42 ~ ~ -5641,640.23')" )(-V / I I ~~ # ~~ ~~-52.4,640241~ ~/ 1/ ~~ /l,(' ~. "" "" "" -37. 2,637.20 ~TA = 1,0+M "" . -00. , DESIGN 1L =641.36 41.2 ,635.65 DESIGN L -641.95 'Y." '.ou VF =~804 - - V--""'" ~~ :'~;~~ /"""0 - V- 'V"" V€-= &. ( FILL oLUMES (VF) 'N CRqSS-SE TION I) I ~ ) SHE TS DO INOT IN ':::LUDE I>HRIN~ fi'.GE 1< END ~. WIDE DITCH fn @ , RE~ERENCE SHEE ~S T01 - T.07 OR' I. ( TATIO 141+5 ') VOLYMES THlAT INL UDE A SHRIN <AGE I I'-^- A > FACTqR OF 3 % ANd TOPSI IL VOLI'MES, 1<) l.. STRIP TO SOIL Tb A DE TH OF 18". - V- -y-.. ^ ^ ^ A I - - - - - > EXIS ING Ro N RT S DE @ ( fTATlO 141+0 ~ 1'--" ~ - ROW RO jW ROW 1 ROW 0" , ." I I- 0' I I 112' 1 I ~ I 55.43,641. 4 /"~ /t----... 5340,640.66 ~ / 138 ' / _( 1: 8 \ ( 1111 \ 04n ~ ..n ( 141 \ ~ -5921,6475~i'.. ~V [7 I I I ~~ ~/ \!~ \.V-530,64005f.)... ",:,,//' /V ~~ ~v I~ .00 "00 "" 07 I STA _ 41+CO .Or -38.96,636.00 ~ ".~ ,jO+UU 41 5 63535 DESIGN E L =641.79 Qu.II,636.20 DESIGN[L=641.14 . , . VF =116.03 VF =~5.09 VC _ 69 70 vV'O.U,j ~ C" P,;; (;, ~<:: 1:2:: h 'r: 0=f.:d _ _ ~-, "- . -.,.0 (I I I lJ.J b. C i BEGI~ 3' WID!!: DITCI1 RT @ :::::1 ('oJ ? ~ ( I 1TATI0~ 140+0ID I IW-. E CD3 '-^- --^ V ~ 0 ~OW - ROW ROW "'< R~W 0" I f- 17'- I I H15'--J I /13;\ "AO _ ,_ 5.38,640. 8 ~7\ (1fo\' I . 54.08,6407 ~ . ~ -5559'73983 ')~ I XV 7- I I ~~ A:Y ~~ ~V-550 ,640.20 ~~ XV / I I ~0..... ~/ ~ "00 I . 0","" &.-:l&.63lT.6 8::1' ,n.M 0'" -38. 0,636.00 STA -137+00 . , . DESIGN L =641.57 40.8 ,635.95 DESIGN EL=640.93 41.0,635.05 VF =113.89 VF -109.42 ,,~=~,~;~ VC - 85,43 I U ;p 'P I/J 3P zp 1p '1- 1P 2p 3p 40 sp 610 jJ 10 6p sp 4P 310 zp 'P ~ 110 P 3,0 4p sp ~O 7p I Johnson County I Project Number: STP.S-C052(67)--5E-52 I Sheet X,13 --. . ..~.. -~_.. ......- .--------.--...--.--~...,. .",., '"..~.~"._~..__._-_._-~.,~ -"_.~., - ".._.-.~" -. "'_"" "_.,__ - _.... u__,.__. € P 4 , zb 1b 1 zb 3 4 sb 6 70 P , ~ 4b ab 1 1 p ,b : E , ROW jW ROW R W , I "4< R4< - I I ~ -48. 4,640.66 5 41,6411 /"1:'. /' t---. -52.33,6< 1.27 49.33, 41.43 ~ ( 145 ' /' / e4r ~J 1'15 \ ( 1 8 \ '- d ( 148 \ . ~ ~J '- /;;- / ~.............. /.,A ~lJ ~~ ,,>-.. '- ~/ / ~ ....... 7~~ ~ ." 34.3, ,000. 0 STA = 45+00 37.17,63 .40"" 635 -3 .93.00/." STA = 48+00 .'0,000.3 ." . -S1(31't1 ~o DESIGN I L -642.18 VF =115.50 VF =133.59 VC= 11.55 V Y V -y y-- VC- 02.96 ( FILL \(OLUMI S (VF) iPN CRqSS-SE( TION ( SHE6:TS DO NOT IN.J~LUDE SHRIN~t,GE, REF ERENCF SHEBTS T.01 - T07 FjOR VOLLMES TrlAT INLfUDE A SHRIN~GE ( FACTC R OF 3p% AN[ TOPScj>IL VoqJMES. STRIP TOfPSOIL Tb A DEIPTH OF ~". ^ - -- -- ROW R W ROW R W l .40 640 ~ I -48.9 ,640.31 5319,640.08 /"f---.. /' _____ I -48.0,640.70 51. 9,641.66 ~ ( 144 \ ",n R40 ( 1'14 \ ( 1 '7 \ / ./ ( 147 \ ~ ~ ,/;;- / ~~ /AV '---~~~V *L"- """'./ ~,/~~ ~ ." - 5.44,637.8 STA = 44+00 '".246 7.10"" "" 4.0r;o>.>o.lU STA = 47+00 =~ 0 61< OESIGN L -642.06 0 =O"L. '0 VF=127.06 VF=129.94 _ ~ VC 9.60 ~ Y--V--Y V V Vc - 01.85 0 'F ( ENp REBUiLDING OF EMI ANKME NT ) ~ ~ : ~ -n .-. -.. (@STATICN143+00 '\ (,'" _ N ) - > ,,' I >ENDn'PSOILo/1 TRIPIITSIDEK - - - -I ^ ^ ^ .::::2~~ ?' '-q @ STATI N 143+bo .-. _ _ '--;~J J: \.....J ~ _~I '" V _--", ~~ ^ - ~ ( ROW ~O' RT sloE @ ~ ~ ;.:., ( STAtiON 14~+OO ' I ) 0 --^ ROW R,W ROW R'W l 64' 145 ~ I I _ /"J::--... /,r---. I -4<.75640.89 52. 3,641.25 ~ (143\ R40 -"<?? ",30 71 I ' p5.86,640.B1 (1'P \ ( 1 '6 \'..----- / ~ ( 146 \ ~ 1>. '- /V I/!/ '\ ~ bl<' ~LJ ~dV "1'< -(/ ~', 71/ A' ~ I '.. -~38:40 3609 637 0 "" -3 .52,637.5 ~TA - 43+00 00 "0, "0' STA 146+00 . , "'" DESIGN (L 642.03 . , L =bk ,< VF =138.86 VF =128.83 \fr = 47 RR VC = 9.37 I I p 6P 5,0 I' 3,0 2fl 1P f- 1,D ^P 3P 4,0 5P 6p 7p 7,0 sp ,0 4,0 0 zp 1b 1- 1P 2fl 3P 40 ;p sp ~O I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.14 --'--'...._,. ... ". ~.-' ....__._.,._.__.___.____.~M_~~__~_* _.'_ ....C._..._.__..,._....,.....~__."._.._+..,""-._l '"'." 1.10 1 0 1 0 1 0 1 0 9 8 (5 4P 3 P 1 1 ,6 P ( P ab _ t 1tO 1'0 1'0 1 0 1 0 1 0 "V V ( ROW $0' RT S DE @ I) , "" R~W R(.W (STAtiON 15 +00 i) ." I ^- f--- 7' - f-- 13' f-- '-' - I ~ - 7.32,640. 1 I ....... I _ 543 ,640.90 !151\ , I '-. ....-- , I~ .J.";~ ./ ......... A ~ "" ~ ~ '^'v "V _' M STA - 51+00 37.90,6 7.40 .0< . > BEGIN TOPSo L STRI BOTH SIDES ) VF = 8.71 @ST TION 1,51+00 ) YC= 05.34 ^ "V ~ ( FILL ~OLUME S (VF) <pN CRC SS-SE TION SHE TS DO NOT IN(::LUDE SHRIN~ AGE. RE ERENCE SHESrS T.01 - T.07 OR VO~~MES To~AT INLCUDE A SHRINKAGE ( FACTqR OF 31'% ANd TOPS IL VOL~MES. STRIP TOJPSOIL Tb A DE TH OF 8". - ~ '-" "do R~W R W "Ao I I ~ 52. 5,641.02 I ~ IV 150 ' "40 53.90,64031 ./ V 150 \ I~ "if>-.. ~ // ~ 'j/ OJ' ~ . "" -38.5~,637.20 STA = 50+00 36.58,63 70 "" =0'''..<' VF =1 3.05 VC = 38.27 ('oJ ~ ~ u.J i'. 0 o :c ~- 1.1 i "'" - ~ C--- _J N ~ U LI u 'j-- 3 ts~ -=- 0 = - = c""'" ROW ROW . .,. I . ." , ~ - 5.07,641. 4 52.8,641.84 I ~ ( 149 \ .,n " " , / "" '" ( 149 \ . ~ ~/V ~~~fi ~ ." -37,26,637.50 STA = ,49+00 5.26,638. 0 "00 =0''''''' VF =134.90 VC = 42.01 1101,0 if 0 10 10/0 9p 8 (I' u 4P 3,0 2iO 1p '*- 1p zP 3p 4,0 5p P 'P P ep 10/010 if 0 1,0 110 1,0 I Johnson County r Project Number: STP-S-C052(67)--5E-52 I Sheet X.15 . - ,,-- ....,. __ - _,__k' _____., _"+..~ ,~_ _. .,.,.' ,~,"_ ..' k,~'_V, ~". ~ ... .. '10 sb ,p 2b 1b 1b 3b b EO , ~ s , 1 0 1 0 1 0 1 0 t 8 6 3 4 1 0 1 0 1 0 1 0 1 0 1 0 -~ , ( ROW $5' L T S DE@ I~ , ( STA ION 15 ~+OO ROW ROW "" , I ",. - '-' '-' ......... I --18'- 1-- H-16'- - I I (1s4\ ........... 62.60, 40.85 (15.\\ .,n , . I~ -63. 2,640.71 ~ ..... / /' '-... .,,1/ I~ ~ .7 1--- ." on 1.+"" .0. -43.07,63 .00 DESIGN; >,000. 0 L =642.37 VF =1 14.53 ;,;.. - MOO - - V"""" V V ( FILL OLUM~S (VF) N CRC SS-SE~TION SHE TS DO NOT I:~~LUDE SHRIN AGE. I REI ERENCE SHE TS T.01 - T.O? FlOR VOL~MES TtAT INL~UDE A SHRI~~GE k FACT R OF 3 % AN~TOPS IL VOL MES. I STRIP TOWSOIL T A DE TH OF Is". '-^-- ^ A...- -^--' - - <" R~W f ow ou I -14'- M I 6'1 I 1(153\ '-.. ~ 59.35,64 .51 1153\, .'0 10 -61 43,640.86 ~ ~ -/'" V ...... '>< A ~ ....... 0" STA- 53+00 ..n~ -^, -41.fO,o 'o:3u DESIGN r 642.34 VF =137.36 "" VC - 47.32 - = > - <: ") CJ )> ~ r--"" II n :::] t.-, '0 . F-' tn .::-'-... -Il :t:r: r'\ V -v V -v-- I-r, = r ~ BEGIN RES ILDINC OF EM~ANKM J:NT I ':=d /'.. 0 @ STATIC'N 152+ 0 ~ ~ -....J'~ ^ '-..../ ^ '-........., - . ROW RcpW "" I .40 -12'- 11 '-L . I~ -60. 5,641.04 - , .62,640.8 ~ "'0 // ........... . 10 ~ .....~ / V .... )< /. ~ ...... ./ ~~ I ." ST A = 52+00 41.2 637.10 .no IDESIGN L =642.31 VF=1 48.20 vc= 03.96 8P 'P 50 3P ~ "- 1/1 3/J 40 ~ ,b I 8,b ,b do 140 1,/0 120 110 1 0 gp 6p 4p 1p 0 7,0 1IDO 110 1 0 110 150 , , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.16 --- _._.._ H__' ...-. _."~~-~---'--'-'--___'_"_' a_ _~"' ",.~.__ _.. _~_ _ _. ..'-_._ _._"'__. ___, 1 0 1 0 1~O 110 l' 0 (' P '€ P zb 1 <i 1P I 4' b P 100 1 0 1 0 l' 0 1 0 1 0 I. V - ( ROW, 0' L T SiDE @ !) RO' "4" ~ STATION 15 +00 I) R~W I w ...... ...... , 3 ' I 7' I I . - I ~57 -70.06,640.75 ......... "'" ~157 ' 1(157' "An ~/ /' "I" / 7. .00 -." '157\ : I~ ~ V ~ / "" tA' \.V . "00 ,'''-. / ~ ./ -V y- .'0 STA = 57+00 ~ -4704,635.10 OESIGN' L =642.46 49.51, 35.60 END TC' PSOIL ,TRIP T SIDE K @ STATI N 157+bo } VF= 5.40 I VC - 26.93 '--" ^---' - V I ROW ~O' RT S~DE @ k ( STAT'ON 15~+OO I ~ A ...... R W R&" r<~W "'0 I 3' r-13'- i ~ RAO 67.03,64050!" ............ ~ OM ~ i~ "../ /' "" / ~ 'UV,~. ~ "" u~ """ / '"'-... ./ " 0.0 -~I= 'uu 48.1865.90 -45.72,635.4 OESIGN L =642.43 ' VF = 4.62 'lGl0..u -V y- - V t'-J -4:: ( FILL \{OLUMES (VF) ON CRqSS-SEGTION II '0 :'<' es j> SHE~TS DO iNOT INpLUDE SHR'N~GE "I " !,,-- a - RERERENCE SHEETS T.01 - T.070R ~ ra: ~ >-" l I VOLYMES T~AT INL~UDE A SHRIN CAGE I UJ; ~ c.. ~. >;1 FACTqR OF 3 % AN TOPSq>IL VOL MES. "I ) ~ N > ) STRIP TO , SOIL T A DEJPTH OF ". LL B t . ~ ...... A- 7\..J'[.....A ^--- ~ 0 RO'" ROW . ~o - '" II... ,~ I I 23' I If--H'---j I' I~ .,n -64.90,640.531 H ---- ' ~ _ 16.54,641.0 "," ~ 10 ')-.. ......./ I "" / /< \.V . . ~'" /v l ~ / .00 I ROO . - +~ I 46.86,63' ..20 , 4.40,635.' 0 DESIGN oL =642.40 . , . VF = 9.71 1010101101009p Jp 70 6P 5p 40 3P, P 10 -<i 1P :0 0 P, 0 \0 P \0 9P 1001101'0 * 14,0 1~O I I T I I i I I T I I Johnson County T Project Number: STP-S-C052(67)--5E-52 I Sheet X.17 --. ..., "......---..- ---.-.- "---"""-'~~... ,.."', '._-~. ---"- .._-......". -...- - '~-'''._' ~,... ......--'-',.. '.\...... _. ''----. ....._._"'...i>_~"'_~' _.,~'. __"... _'__. ,_...~, -_. '-;~~" - - ,<, :-., ~~,~~,.:' \...-.... do 1 0 1 0 1 0 9 E 4b 3 zb 1 <t 1b P P ?b p 1 0 1 0 , 1 0 1 0 1 0 1 0 1 0 - -- ~ ......, Vv ""V"' V V , ( FILL OLUME S (VF) N CRC SS-SEC TION SHEE TS DO INOT IN ~LUDE HRIN~ ~GE RE ERENCE SHEE' TS T01 - TO? OR Vall MEST AT INL UDE A SHRIN ~GE ( FACTC ROF3 ~% AN~TOPS IL VOLUMES. ) ST RIP TO SOIL T A DE TH OF ~". - , rv v ( ROW ~O' L T S~DE @ ( STAtiON 15, +00 I ^ - -~ ROW RCW I "40 8' "4' ------- 82. 6,643.27 ./ ~ lij I~ . ~ ~ "'0 _7A 1Q.. 'no"- ./ / "40 I~ ~ / 1'-- /'< ~ "- ~ "'A 1'. ./'" "" STA= 59+00 52. 5,635.00 r'-' -49.6 ,634.50 DESIGN lL =642.52 = r' = ~J ~ .- ....., -&<; :i> =-1 ""1 vc = '86.33 " 11 / C") "- N r- -,... -., w --l \. .. .~, ~' . 1,'--' ~ "f -, "'" -.,. [) rs'+D ~ '-J '-.J p, co -<: "- )> ~ Ri" R( W . "4' '," I I 0' 78.89,€ 2.19 , ~ . I~ ............. // ~ "'0 ..; . / "40 i~ -.. ,6'<1:34 ~ ~ ~ ......... '-, ~ ~ I ~ 1'--- ./'" ./ . A"~ .," . STA- 58+00 -48. 6,634.80 DESIGN L =642.49 50.8 ,635.30 \/F _ '400 I vc- 63.27 9P €O 6P ~ 4P ~ 1P 1- 1p ~ 3/J 40 ~ P a.b 80 190 1 0 1~O 1 0 1tO 110 1tO 1 0 120 1]0 100 7p 3p 5p , , I Johnson County I Project Number: STP-S^C052(67)--5E-52 I Sheet X.18 n__ ---.. --"---'~-------_.____._"_-._ _.."'.~ _. "-._.,.___.......... _ ~____._.:..~~_.:_~.:._~_~....;.._..... _~. __ _... . ___'.---'0 , -'- J , , b ' , ',1. 1 0 1 0 1 0 1 0 1 0 9 8D 7D 6b 4h P 1 1:0, 7p jJ 1 0 1 0 120 1 0 140 1 0 - V- ( FILL OLUME S (VF) ON eRe SS-SE('TION I) _ SHEETS DO NOT IN(:;lUDE HRIN~iAGE, 1<1) REf ERENC SHEEh-S T.01 - T.O? f OR VOLlMESTt,ATINlCUDEASHRIN~GE I) . (FACT< R OF 35% AN[ TOPS( IL VOLGMES. 1< sniP TOWSOIL TO A DE PTH OF 2", ) ^ ~ ~-- ~ rv - ( END T~PSOIL STRIP UT SIDE k) I @ISTATJ<'N 161+ 0 ) A A ~ RO,W M< R" I I 65' RO" I~ 1i40 1-- V I......., ~....l R40 ~~ I~ -86.75,641.08'- / ~ / .......'-...... 82. 5,63745 ~ "" ~ V ~, /v / "~R , - ,~ /~ STA = 61+00 -58. 2,633.50 DESIGN E L =643.05 6 50.633.00 VF =~9.19 VC = 36.51 ~ ... , ~ c v?z ,.-..". v v v-- ..:JjJ :;: \:tj ""- ( BE~IN BUS' ERS BOTH ~ ~I ROW 0' RT Spl DE@I) - ~ >- ( 1 SIDES @ STJ TloN 1 0+89 I J STAtiON 16 +00 "'\ i c., '-' ,7'" I I ) ==- ~ >-- --^ ~ ~ .L j\ t -4:: ~ I~ ~ - f~ ~ RA" II 68' I R'. I' I ~~ 1(160\ .,n _R, 6.4007' __ "--... ./ ",n A ' I~ "i>....../" ~",.,4' ~ ." I~ /' ~ /' R" ," STA = 60+00 I -51.24, 34.20 DESIGN E L =642.61 56.51,63400 VF'B.69 J I VC =1 93.23 110 1,/0 1,0 110 1 0 9u 8p P ap 'P 4~ 'P 0 1p t iP 0 3p P ~ EP 'P aP ep 110 110 1tO 1,/0 110 1?O -, Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X, 19 i '-- ,.-"'- - _..--...- . ....... ..c_ I , " sb ",l sb I I I I 1 0 1 0 1 0 1 0 1 0 9/J a € 4 3 ill 'i 10 ,4lJ p" EO ( 1 '0 1 0 1 0 1 0 1 0 1 0 , v v v v v - ( FILL \(OLUMElS (VF) N CRC SS-SE(TION I) SHE TS DO !NOT INpLUDE ~HRIN~ AGE. 1<1) REF ERENCE SHEETS T,01 - T.O? OR . VOLl MES TfjlAT INL~UDE A SHRIN~GE ) ( FACT( R OF 3f% ANd TOPS( IL VOLUMES. r< STRIP TOIt'SOIL Tb A DEIi'TH OF~", I . A A .A ~- - y- <, ROW100'LT~ IDE@ ) ( 162+00 I ) ^ - - """ 04' 1(162\ "An /'" /" " "" "AO f162\ 1 ~ "" Rr -7694.63434 /,/ / / , ~ ~,33 RO(< ""0 ~ '" /1/" "-~ A \ ___ - 5.43,632.5lJ ~TA = 62~ .700"' ,no "" VF =279.00 __ ~ ~=~~ 0 ~ -- -;::- ""'-n -'""-"I " 11 / nO, N r- , t W ' .:-<r- """ 1-,--: - - t~ ::g \ . ,..-, f.:" '-.J 'J V'- O? <: :i> '" c "OW "4' I ""' ^ ' ROrv ~ ~ -k89,64 .63 / 1"'- ~ I ( 161 \ "AD ./ "- R~a.. _+-1 \50/ ""'- 1./'" / ........ "" I \50/ . '---.-/ '), V ~ ........ l "" 85.83,636. 8 '------' "", ""i'-.../ ~ /' "'-. 6"0 '" ,// ~ /" 'I" k4.01 ,633 00 STA = 6~:~~ "0 67.90,6 2.50 VF =1145.52 vc =135.80 1 0 1,/0 if 0 110 1JO 9) 8p /J 6P ,b 4p 3P zp 1/J 1 \0 0 3,b 4p ~ sP 7p lfl ~ 190 1,0 if 0 1'10 1tO 1TO I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.20 .,- . -. . . -~ .____.n_ . _.__.._~'...... _'~..,-..., _~ ,._. _'. _ 0'_ ~';,::" ,_.: '. _ -' _ _._ . ,," .'-~ ,,_. " .."._ . ._~...+_. , , '" ' " ,J, ' 1 0 1 0 1 0 1 0 1 0 9 8b 50 4" 1 1, P '" P 1 0 1 0 1 0 1 0 140 1 0 "AO "40 , R W I~ .An I / "&n f1e3\ i~ -73.60,63'78./ V 1/ '-. ....i'-......./ ~ - ....... V ---.. I / '--..1" 68.15,65.97/ "" 1)... ./ ---.. j....--/ 1'-. I'-..... A" STA - 63+50~' .. -57.5,634.50 DESIGN EL=643.15 57.75,64.50 - . vc= 26.10 V V- --...-., ( FILL \(OLUME,S (VF)~N CRqSS-SEClTION ) \ SHEETS DO NOT IN LUDE ~HRIN~ AGE. I ( RERERENCE SHE S T.01 - T.O? OR ) ( VO~~MES TfiiAT INL UDE A SHRIN (AGE I) I FAC:~R OF 3~% AN[ TOPS( IL VOL, MES, k \ STRIP TOI' SOIL TO A DE TH OF ". I - ~ -^- - -- --- ^ ( ROW 100' L T ~ IDE @ ) (STATION 163+00 ) AAO I RAO ^ ^- , I~ "An ./ / '.........._________ RCW RAn;~ I~ R W -82.93,63.53 ,/./ 1/ .........1::,. ~ "" /y " ./V ~ / ~ I'-..... 7 .76,634.4 ______ ~ R" / .'.......... V ...... h ':i~ -63.34,63 .00 STA = 6~:~~ .e 6334,633.00 VF =178.31 VC = 06.36 C' ~ 0) Y.:: ~ -, ~f- CC-::::!. '~ ~p; '::'::J>-" -L{ ,'> 0-, ::::-' \J ,>-C .J_ ,-;J ~< .5 '- 3: ~4'O "A' ,...., f162'" A4n ./ / I '-- """ RCW A40 f162'\ \jv I ././ / ...... , ~ Ad, '" R W ./V ~~ /V ~'-- 82.72.635.10 ~ I /....------ ' , "- -73.98,63218 ...c-- " A "".7 LH'7 M STA = 62+70 "7 I . QESIG VF =~22.48 VC = 00.77 1!O 1,/0 1tO 110 1~O 9p Bl 7p 60 sp ? 3~ P 1P 'It 1P ~O ? 4p 0 €p 0 sp P 170 110 1tO 1,/0 1tO 1~O I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.21 1.10 1 0 do 1 0 1 0 ep E! 46 3 '1 16 p i (Q ~ sf> 9 1 0 l' 0 1to 1 0 l' 0 1$0 1..-- --1- - v v - R<!lW ROW (ROW 5' RT S DE @ ) "4' r ( STA ION 16 +00 I) "" - >---13' - _ -58.6 ,642.11 ~ 1(166' <40 ---........ ~" / I.............-/' 17.. _.. ," "'0 ~ . I~ ". ""- ./ ~ /"- ~. ~ - STA = 66+00 371763 00 _ "00 -39.1 ,637.50 DESIGN L -642.69 . , . V"V ao" VF = 5.91 ( BEGI TOPS )IL STF IP RT' k VG= 28.52 ( SIDE @STA ION 1E5+50 FILL 'OLUM,S (VF) N CRC SS-SEqTION ) '-' ~ SHE TS DO NOT IN LUDE ~HRINK!AGE. / I REF ERENCE SHEETS T.01 - T.07 OR I ) ~ v y--. / I VOLL MES TIjIA T INLCUDE A SHRIN CAGE ) ~ BEGIN I 'WIDE DITCH , FACTC R OF 35% ANd TOPS( IL VOL MES. k L T @ S ATION 165+00 I S1RIP TO SOIL Tb A DE TH OF !8". . I '-' ^ ~- RW FOW 040 I w 58.64,6!l2003 .----... -58.9 ,641.40 ~ ( 165 \ oon ........ " ./ / '.......... ~ "AO ( 165 \ \.V ~~ I~ //"~ ~ I STA - 65+00 "" -40.26,637.20 E;SI 39.06, 37.50 "" VF = 6.71 ( ROW 1 l' RT ~IDE @ ~ 9 ~ - VG- 59.53 ( STA ION 1615+00) 5~ i ;:::::; --n ~ I) ^ ^ ^ 0--'- N ROW 0' L T S DE @ - - '''"'' ", w r- STA ION 16~+90 ') 0;:<l~'1 :to>> [!J ^ ^ ^ O,_J - '-J - - - - 1-"::' co :::;;/ j> N 040 ROW ." F~ I e0 a4n I ./ / " ~ 11164\ . I~ -58. 8,638.13 / / '-. 0. ~ ';63&5 ~ ""0 V- ~ '> J ~ ~A. 1- - - .0_ I I -4 .00,636.0 ~ '!':= Mfuv I ( END ~~ISTER? BOTH ISIDES I DESIGN L =642.90 48.00,6 5.50 I ROW ~O' RT S, DE @ I ( C1!jSTATI~N 163+f1 r VF= 26.44 ;> STATION 1*+75 I-^-II-I"- - Vv ,"ou ^ ~^'-I--^ .AI 110 110 if 0 110 1~O 9P ap p ;p P 4P 3P 2D 1P <1- 1P P !J 4p' 50 sp If 8P p 1~O 110 1,0 1rO 110 1rO I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X22 , , 1~O ab , p P 1P 1P P i € i ( 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 9 7D 4 , Rr ROW 45' I ... "40 I - I i169" ~ ./ ./ ........ o.n f169\ 640 . , ./'0' . , \.V . 0:1 -......... .-/ ~ STA= 69+00 3 .90,638.9 < -3 .90,638.4 DESIGN L =642.78 "" 635 VF- 6,52 VC= 70.25 V- -y ~ ~ y-.. V V V V'" -y ( FILL OLUME S (VF) ON CR~S-SE( TION I ~ EN REBU LDING ::JF EM! ANKME NT I< SHE TS DO INOT ~~~UDE1r HRIN~ AGE. r @ STATIC N 169+ 0 REf ERENC:E SHE S T.01 - T.07 OR ~- - - v y y I VOL~ES TfjlAT INLCUDE A1SHRIN~GE I ( I EXIS ING RO I ^ /"-.../ WLTSrE@ K ( FACT' R OF 35%AN[ TOPScplL VOL~MES. r ( FATIO 168+4 I S . IP TO SOIL Tb A DEIPTH OF ,8". .A ~ - - '-" ~ - - f ~W ROW I 04, "4' 8' I I' ~ ~ ! f168' la7 ............. ~ "'" / "- , .,n "4" " ., ~ -1: ........ /'0' . , .~ "-..... /' I STA= 68+00 .99,638.60 -36 99,638.10 DESIGN L =642.75 ." "" VF= 2.85 vc= 64.61 ~~ ~ _NO 4' !vIDE 01 TCH L T ) j:, ~~ 11'; ( @STtTION1 7+50 I ) ,\ "... 'U: - '-" ^ i....-' a ._ r uJ " l- I (") ~ 'T-, - u ~ - l::4:. LL R W ROW \S i jS~: I I ... 6a!; b 35' I = I ,--.J V f167\ . 1(167\ _J;;,R ?R R4? n~ ./ --........ ./ .,n 640 '- ./ \.V . I~ ...~ ./ "- / I.......... /;:' STA= 67+00 36.08,638 30 -38. 8,637.80 DESIGN E L =642.72 .00 635 VF =52.38 vc= 89.59 I, 6p 4P 3,b zp 1p 'i 1P ~b 3p 40 0 sp :0 0 ~ 1 0 1)0 120 130 'to 150 110 130 120 1 0 1mO 9P 80 7p 50 , , , , , , , , , I I Johnson County I Project Number: STP-S-C052(67)--5E-52 Sheet X,23 do , , f> 2 1~ if> " 40 b , a ( 1~O , 1.10 , 1 0 1 0 1 0 1 0 9 8 5 4 3 , m 1 0 1 0 1 0 1 0 ~ h ~ v - ( FILL OLIJM~S (VF) ,)N CR~S-SEqTION P SHE~TS DO NOT I~LUDE HRIN~GE, REERENC E SHE TS T.01 - T,07 ~OR . VOLL MEST AT INLCUDE A SHRI~p'-GE ( FACT( ROF3 ~% AN~TOPS( IL VOL~MES, ~ S' ,RIP TO SOIL T ADE TH OF 8". ) . -^ A...- - ow Rr .,. I 58' ." I I I~ / ~ fm\ "An t:-J' /'- , 42.32 641.69 .4n 10 - . '","'" STA- 30.6J,639.80 -29.0 72+00 ~ ,640.20 DESIGN E L "642.86 ",,, ""- '4 '" .,. VC= 69.87 ROW Rr "A" I 58' "" , I ~ V '-... ~ / , - "AO _70., ", ?v'- 44.2 ,641.67 "AO ~ STA = 71+00 0 -31.33, 39.60 DESIG1::42.83 31.7 ,639.50 ",,, ",,, vc= 96.00 r-; n = = :2:C c:> )~C= J [Tl 11 n 0-' N r- ~("' tn .../' - ....' n ~ .---. ?"in :x i-J -~ ~ ~ RC VV ROW P 645 I I "," I 52' j ~ / ........ I Vm\ "40 _<Q 4. M2J)? ./ ~ I =(......s.. ~un .,n ~ STA'" 70+00 I ~ -33.62,63' .00 DESIGN E L =642.80 32.82,639.20 .75 <"0 al I v, - IU.1" 1~O vc =337.07 1~O 60 '0 if> i 1,0 zp 1b 4P ',0 ;p ~ 9fJ 1tO 150 110 130 110 100 90 7p 50 4p 3D m 10/0 110 10 , , , , , , , , , , I Johnson County I Project Number: STP-S^C052(67)--5E-52 I Sheet X.24 ----------- 1 0 1 0 9b ab i b 30 lb p , , 1 0 1 0, 1 0 6 , 1 , , 1 0 1 0 1 0 1 0 1 0 1 0 , - -y y y y h ( I I) \ It:NU Il P~UIL P I KI~ t .1 ;,iIUt:!..( ^ ROW 50' L T S DE@ STATION 175+ , ( @ o 1 ) ( STA ION 17 5+08 ) A A A .. '" -^ A...- ^ . ~~ ROW "'" I R~W RA" I 39' T ~ 642.~ V ..... 44. 1,640.98 flli\ .,n -56.11 ./ "- R40 ~ STA= 75+00 '-- ~. ~ -31.78,6 9.60 DESIGN L =642.94 33 38,639.20 .00 <" .'V VC= 20.55 - -- / FILL OLUM~S (VF) ?N CR~S-SE( TION ( SHE TS DO NOT INCLUDE HRIN~ !AGE, REF ERENCe: SHEE TS T.01 - T.07 OR ( VOLL MES T AT INLt:UDE A SHRIN !cAGE ( FACTC R OF 3 % AN[ TOPS IL VOL[JMES, I ST, RIP TOWSOIL Tb A DE TH OF '8". '-" .A..." ^"" Rr R~W .,. ./' I I I~ ~ , 42.8 ,641.11 ~ 0" 5.03,642.26 1 ' ./ "- .../' .An I~ -30.46, 39.90 STA= 74+00 ~ DESIGN E L =642.92 32. 6,639.50 "00 'w 600' R", - VC= SS.D7 C' L..- " ~ <. ~ ~ L-J :~ ex:: 8 uJ , :") """' ~ .J...! '- ......J N i? 0 1:-:- W 1 ,,' 1'-- 2:!,( b-~ ~ Q R,W R~W c;> ';;;. <40 I II I 54' I I I~ V V0\ .,n ,^"'o '0;;--'" ./ 1----/ I '" 42.41 641.68 R40 " I~ -29.1 ,640.20 ST A "f3+00 30.71,639.80 ~ DESIGN L =642.89 .0. \/F _'R 01 .00 VC- 96.36 I 1Ca 9p 3 0 P >p 40 3p 1D 0 0 110 130 1 0 110 2ll 10 zp 3p 40 0 ~O !jO 1 0 1 0 if 0 iJO 1 0 150 , , , , , , , , I Johnson County Project Number: STP-S-C052(67)--5E-52 I Sheet X.25 ---- ---- I , 110 ( P , s'.o , riD do 1~O 1 0 1 0 1 0 1 0 8 6 b 4 3 1 l- i ,b 6 7D 8 1 0 1~O , 1 0 150 ROW I ? I '--- 5.00,64104 R4n ~3 " .1 V R'n ~ ....... ,/"""'.' 1/ ., 1(1m'\ -32.68,63 .70 I fill\ R" ROW ' .28,638.30 .'>0 10 I / ~ <.n ~ /' , .on STA- 78+00 DESIGN L =642.27 HO. , n, vc- 00.76 - V- V ( FILL OLUM S (VF) ifJN CRC SS-SEqTION ) SHE TS DO NOT ':~~LUDElHRINTc:GE. REf ERENC'E SHE TS T01 - T.07 OR ( ROW 165' L T S DE@ ~ VaLL MES TfjlAT INL~UDE A1SHRIN KAGE ( STA ION 17 +60 FACT'R OF 3h% AND TOPS(])IL VOLWMES. I) ~r-. ST '{IP TOWSOIL T':) A DE TH OF ;8". ^ A ....A ^ RT ROW - I I -49.0 ,641.94 ~ /' 5 .00,642.1 R4n /" "-,.." .......... /. V R4n /' '., .......... /,. (;i7\ / -33.31,63 .00 4.91,638. Iffi\ RoR 000 \.V / 0V "n ~ Ron STA 77+00 DESIGN L =642.73 ...-, st- = HO '.00 ~ = vc 21.12 ):>- 1 I_~ I 11 J C'> (),~ N r- --=1' w ;-'--' .. "'I-, :c> , ,- r, J :JJ: 0 5~' C!! )> N C) . Rr ROW RAO I .," -49.00,642.09 I (1'i6\ ~ , ~ 5 .00,64104 (176\ R40 ./ '------ 7 ........ .- I .," ~V I STA -176+00 J::638.9' 0" ~ .32.97,63 .30 DESIGN ~L =642.94 Roo .'>0 VF r.32 VC= 35.17 1 0 1 0 1 0 1 0 1~ 0 9p 8 7 6p 5, 4 3 :If 1 \t 1 2 -W ~ ~ ~O 7 sp 9p 100 1 0 120 iJO 140 'fl , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.26 ------------------- , , , , , 4b P 4b P w 11\0 , 1 0 1 0 1 0 1 0 100 9 € 6 5 , 1 ~ 1 E 1 0 1 0 1 0 1 0 1 0 , ry" V - ( FILL '{OLUME S (VF) ON CRC SS-SEC TION - SHE TS DO NOT IN ':::LUDE HRINK AGE, I REF ERENCl= SHEETS T,01 - T07 F OR VOLL MEST ATINL :::UDEA SHRIN CAGE . ( FACTC .ROF 3 ~% ANC TOPSC IL VOL~MES. ") ST ~IPTO SOIL T JADE TH OF 8". ^ . - R~W T .,n 5 .00,640.11< <AO /18Q'\ R~V\ ,,/ /' ~~ ~ ".,. / // 37.53.63 .40 "" I~ ~ I /" / V ~ ./ con ~ "00 - 5.12,630. 4 STA- 80+00 DESIGN EL =640.92 VF = 151.22 VC- 1.04 ~ ;j ~ "- , h a: fd ~ " W,.......; - ," i=- ---' :--I >- Iv LL ~ ~ -4:: Rr ;::; 3 20 ~ "'" 54.00,642.1 '"" "'" "'- / 1/ .,n ./ I ,~ ./"i' V ../ J5.02,638. I~ ./ / tm\ ~^" ROW ./ 0 I .0. !~ I V V ~ . /' 1/ "^^ ............ .on -61.52,6 0.03 STA - 79+00 DESIGN I L =641.60 VF 94.38 VC -186.05 4P 0 1$0 1 0 130 120 1 0 100 9P 80 P 60 5P 4p 3p 0 lP <t. 10 0 0 0 6ll 7p ep 1 0 1 0 1 0 110 1fO , , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.27 , ab P 5 , P 1P , , p , ~O , 1 0 1 0 1 0 1 0 1 0 9 6 4D 1 2P 3!l , 70 ,0 1 0 1 0 1 0 1 0 1 0 1 0 ~ . .,n ROW , "'0 - ~l " ............. I ~ I~ ./"" / ~ ~ 57.00,63 .24 ~ .0. A . I~ ------ ............. .../' ou:o 6 ,00,635.48 ~ -40.05 633.87 "'^J- 48.92,€ 3.60 . ",n L _.on n, .00 VF =135.18 VC =n 6.62 ~ - - -~ ~v y- ( FILL rLUMES (VF) NCRC SS-SECTION ) ( ~ SHE TS DO INOT IN , BEGIN ~'DITC RT @ LUDE HRIN~GE, RE ERENCE SHEE TS T.01 - T.07 FOR ( STA ION 18 +00 I VOLL MES TrT INL UDEA SHRIN <AGE I - ~ ( FACTC R OF 3 % AN[ TOPS IL VOL JMES. ') XST ~IP TO SOIL T JADE TH OF 8" ^ ^ ^ ^ ^ ~ - - -- ROW "''' 1 <4n --........ I ~ ROW ",./ ~ ~ 57.00,63 .14 f182'\ ." I A'l '- 50:1 6 .00,636.38 "" \.lJV 1/ -39.5 ,634.16 on _LLM 45.97,6340 \.V "On <00 DESIGN ~L =640.06 VF = 61.05 , --V y Y y y V r_3 ( I tscG11~ KUGIIl 'NUl- ) = 0 C"~ TWEE 55' RC WAND 70' TEl'. .c-' B P ~ -s: ) = ( EASE MENT TSIDE @STA iriON 1C 2+00 ~- 11 ,<--, ~ ~ /" -~ - - r>; - 0 I =-1 -, U; ~ y- ~- ./ ~ ii' V .. ~ -n '" r-:-- ~ ROW 55' L T S DE @ ) :JJ _L '---' Q :;>': c: STAtiON 18r+00 f) ::2:: )3 I' - ROW -,n I ~ l5.81,638. 2 ~ Rr ",./ ./"" / ~ ~.~ ~ "'0 "'^ . ~ . /"" .'. ~ 42. ~ 3,635.70 ~ .on ,a a, .0-:------- .on . " DESIGN' L =640.40 VF= 89.97 'tv '<.0 l 140 10 120 1]0 1 0 9 8, P 6D 4~ 1P '1- 1 20 4 0 P 9,0 1 '0 1 0 1 0 1 0 110 1.0 , , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.28 j, ",' t 1 0 1 0 1.0 1 0 1 0 gp P 6 P 4 P ,1 1 P 'p P ! ~ 1 0 1 0 1 0 1 0 1 0 1 0 ry-y'"V V V 'V"""" ( . t:.1~U ,IOU<.- IIUi'i UF "UAU . ' ShWEE 55' RC WAND 70' TE~ P ( EAS~MENT T SIDE @ STA ION H 6+00 ROW ROW - - ~ - . - R40'] I R4" - 5.47,637.8 / V 57.00,63 .35 ' (1a6\ <" ~ '>~",./. "- ~ ------ .... ~ ___ - 50:1 6 .00,637.5 "" ~ ~~ -40.33,b4.80 STA= 86+00 38.47,6 5.40 ~ DESIGN L =640.28 "'" "'" VF - 7.64 VC = 13.32 -y ~y Y Y y Y ~ ~ ~V V- I ~ILL .c. .'. ~'" uv-S~'" ,,~..) ( I ) \ SHEE TS DO NOT IN :LUDE HRINKAGE. ROW 5' L T SIDE @ k ( REERENC::SHEETSTo01-T.07FOR) (STAION185+50 I) ( VULL MES n A I INL~UDE A SHRIN V\l;;t: ) '-../' _ ( FACT( R OF 3 % AN[ TOPS IL VOL JMESo 1 ) - - . STRIP TOI?SOIL TO A DE TH OF 1\". - - ROW "" I "AO R~, ~ I I ~ I/./'" I '" ........ 57.00,63 .95 ~ I ( 185 \ .0. -50.34,634.69 ~ 1 " ---- .......1 "'" ( 185 \ 1\ 00 J 61 Ou,ooo." \ 00 ) I '--../ "-42276 00 4331,634.70 '--../ . , . STA- 85+00 "On DESIGN L =640.09 "00 VF =181.51 VC = 6.22 :~ ~ lO :-<::~ =:J .,.. a: 1\ fi ~7 -......, :... 01 _ _ I" '-, ~ '>- ~ I) LL ';::j ~::.r: ROW 15' L T SIDE @ ~ c... ~ STATION 184+00 I; c-", "" ..,_--^ ^ ::::::i 1- --- "4n R~W "dO ROW "I 1(18'0 "0" I ~'l I "'~ ~ 570063.15 .0. ~ I~ V - ~ ~~ ~ -4'1.48,6 3.53 STA = 84+00 46.98,63 .10 "00 DESIGN L 639.91 "'" VF =374.01 VC =34.52 1101101'10 110 1~O 9p sp 'p 6~ ;p 4~ 3) 2p 1P '1- 1P ~b 3p 4P sp sp jJ ~ ep 1901101'10101010 I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.29 , p " , ,b 4b , , , 1 ~ 1 P 70 € b 0 , 1 1 2 , , , r- 3 , "0 ro ~ "4' R IV "40 '" <" ~ 106' . 63' ~ "AO 5.76,640. 6(1; ~(1 ::-.... -56.7 ,6 0.91 f192\ 2 .,n . \.V V......... ,/ ~~ ~ ,\.O~ ') /' -55.22, 39,08 ): / ~ " ~ '" ,/ ...... "- 4- 49.64,639 9, ~ ~ "" - .0" <00 STA- 92+00 5.43 637. 0 . .00 -39.0 ,635.70 DESIGN L -640.87 '0.00,0" .'u L =0'" .40 VF-- 0.27 - VF 0,10 Ve- 87.10 ( END ~' DITCH RT @ I< ( STA ION 18 +50 ~ ^ ^ :- - - BEG't TOPsbiL ST~IP L T / y y @~ > SIDE @ STAIrION 1 8+00 > RC W 55' ~T SIDE TIITln' 1RR+?, ^ ^ ^ A A I / ""0 ROW RqW dO "4" R I 101' /1M\ 35' (1; 1s\(1 ~-57. <40 5 .00,639.7 ' 40.67 f;;\ '" "40 ~ ~I/ I I ............ ~ ~ /' ~lJ~ ~ ~ V ~ -55.95,6 8.89 ')- / "'- / " A 50.03,63 .63 ~ I """'-- "~" "00 "00 I STA= 91+00 >0.84.63" "" v ,I'. 100~uU 37.10,63 .00 1,,006.ou 00 -39.5 ,635.40 -00. DESIGN L =641.26 ~ DESIGN L =640.67 = c5 cO VF 0.90 -"" VF- 8,35 :2:0 C1 ve 74.60 ["'I ~ @~ 'v :'0. " .., - . ~ R W 60' ~T SIDE ( FILL VOLUMEjS (VF) , N CRC SS-SEXION kJ - ~~ , , . SHEE TS DO ;NOT IN LUDE SHRINJ~~E. () N r- TATIO 188+0 ( -J J w fTl I R~I' ~RI=Nr~ . T 01 _ T 07 ) :-(, "- -A ^ ~ ( VOLl MES T~AT INL UDE A SHRIN~AGE ,-' s: \...j 0 J ~ ( FACT( R OF 3p'1'o AN[ TO~~~~HvgL~MES. -< ~- '/-.:. "" ":-r .". V V v I?ITOJD,.SQ1UQA ^ E " ~ "- ~ 1 A EN REBU LDING pF EME ANKMBNT II< ~ c @ STATION 188+pO "4"RJ A ~I'-A ^ ^ . 0"'" R W "4' I I I 191' . f18;\ (1; ~ I -60.02 639.80 0< .00,639.0< 7"\(1 5.64,640. 8 ~ "4 , ,,--- ",n . ~ ~ "- p/ \'y"O) ~ V55.98 ~ > I I.... '/'-........... ,/ 639.77')~ V , 1'')4 \.V "- ~ / " <00 "- .00 "" on , 00+00 "00 -39.911635.10 STA 87+00 37.51,63r.70 -38.6 ,636.00 DESIGN elL =641.07 &26;636 6 DESIGN E L =640.48 VF =15.79 VF = 4.36 \/(' ~,J?1 ?? 7p 6 ~p 4 3 2P 1 VC -r1.64 'P 2 3 1 5p sp P ~o 0 4 3 ,p ~ 1 ? 30 4 5 6 7p , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X,30 7 <i. 1P 3b sb , , e ..b 1P , 3b P P E , 3 , 1 4 7D E , 10 - R W e~, 10 ' <" ~ R W 100 (1 ~-_. ./ A 49.68,64 .59 f1s8\ <4' I e40 " """'- e40 Is\~ V "" ./ ~ . ~ /j: STA= 98+00 32 192,639.00 - 5.32,638. 0 DESIGN L -642.63 - 635 eoo . iJ4,640.59 ~ '.... "I- A~ . , ~ LJ ~ -51. ./ VF 0.00 VC= 09.31 STA= 95+00 34.17,638.1 eo< -3 .57,637.5 DESIGN L =642.04 VF 43.69 vc= 82.02 r y y- y y ...!. ( t-ILL' (Vt-) IN \...KL "'~ "V" ( SHEEETS DO NOT INCLUDE 'HRIN~ '\GE. REFERENC E SHEE(rS T.01 - T.07 OR ( VaLL MES T1AI INL "UDEA SHRIN ~Gl:: ( FACTC 'ROF3 %AN[ TOPS( IL VOL ~MES. ST RIP TO ' SOIL T PADE TH OF 18". -I~~I- - RqW e4,' 0' ,,^, ." e4' 102 e" I 9' I ./;;\ h 4\(1 ~. (197\ e40 '-,. ./ 49.23,642 00 e~n - ~ ...... A .62,640.4 ~ ~\: ~ 1".1'.... ./ "'-'" \.V -50 02,639.54 ~ ./ ....... I STA= 97+00 33 34,638.70 -36199,637.20 STA= 94+QO 3 .59,637.80 -3 .74,638.1 DESIGN E L =642.43 "" !~n"~, oeA 1 "0 "" R,^ 6" VF' VF =0.00 6.26 ve= 78.32 ve= 57.62 c !...,- ~ CO> :, ,/ fi; '" -; cc ~ I ILl _0 cr:= ..---J ") - :-J ?,:U I, , , ' -" I~~ "=' '- b c..:$ g 0 RI~ ~~, RQW-- <" 103' , , R4' I 103' I I r~ 0 ~(1 -..... ~ , "AO 6 \ 49.25641 .56 edO , ~ LJ\: ?/ - ,6>\'1'; ".", ./ ....... /.,. ~ . r~ -54.2 ,640.51 f^..... V I......... A- 48.33,639.9 ,./ 1 STA= 96+00 3 .76.638.4 RO, _" 1., "'" on STA =f+OO 35.01,637.0 0 .05 635 -36.16,637.8 DESIGN L =642.24 "0" ESlGN- 64,1-0 VF =0.00 VF 8.33 Ve= 48.16 Ve= 98.55 p I u sp ,u 3~ '0 1p <1- ip 2P 3p 4P P 6P P 'P P ;p 40 0 P 1p ~ 1P l P 0 ~ sp p , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X,31 sb P 3 ,6 1 1 3 4 '0 p' e 0 4 b 16 1 zb, 4b P 7b V - - R ROW ~O' L T S DE @ ) RC.W 92 STAT'ION 200+30 '\ "40 ",,) ^ . ~ -~~ ! ~ .," ....... .~ 44. 8,~ / (2c~ "<;0 ",n -' . ,., ~LJ 00 STA - 01+00 31 6 63990 0 1 ~ 34.07,63930 DESIGN E L =643.22 . , ' R W 68' 000 <0. <4<; 46.83,64 .31 "A<; VC 35.46 ^ 7.55,642. 7 V '/ ~ (2~- "40 ,,~ ,/ ~ ./0;' <AO ~ \ '0 / '0<63640 2 ~TA, c 4+uu 30.31 640.80 , 00 ) '-...: / - p.l, . DESIGN i: L =643.76 ~ VF = 2.19 V,- = 4.16 RGW "AO 97' "" i ~ <;40 9.91 642.1'4 ')... V ............. 1.4 46 8fJ4~~7 "-...(2< 0\ 10 I STA - 00+00 32. 9,639.60 ~ LJ RC W -<34.49,639. 0 DESIGN L =643.02 77' "00 .0. ." 0" ..~ ~_M VC - 34.55 -45.44,6411.95''/ (2~- .,n ~.~ ...- '....... ~ ...-~~ .,n f203\ \ ,10 ) STA- 03+00 308 64050 \ 00 / '-..+....... -33.31,639.90 DESIGN EL =643.61 . , . . '-----/ _ __ N V V V V V .0. VF-1.93 - ":;0 ( FILL OLUMEjS (VF) IDN CRqSS-SEC'TION ) ve = 3.42 -< G ~ > SHE TS DO INOT IN~LUDE ~HRINKAGE. 1 )'; -l g -,-., REF ERENCl: SHEETS T.01 - T.07 fOR ,...... -< n I I (I VOLL MES TfjiAT INL UDE A SHRIN CAGE I -I C W ! >11 FACTC R OF 3p% AN[ TOPS(, IL VOLUMES. 1<1 ) ,-< h 1 >=> rTI u _.JIT!3/P TOIPSO/L T) A DErPrH OF '8". r;::o :r.: r-i ^ A I I ^ .:;;::" <Xl ~ I--I~-I--- ~ . L 100 )> ~ R4S...- ." . j .......-: R 'W 87' ! (199\ "An -5i65,6422 ...".... I / "'-I A:< - '831,~;~57 (1)9\ ' R4' 6A5 . 1\00/ .'......../1 I \0') , ~ 1 STA- 99+00 325063930 '-...:./ , ~ ^ -i4.90,638:IO DESIGN'L 642.83 . , . /:~ - -45.60,6411.08 . -.,/ "'.7 ,043.43 ~ """ 1 . c R~,<; ( 2p2 \ RAO ~ ' ~o., , "40 ( 202 \ ~~., _l~ \V VF ~O.OO 0 STA =.02+00 312 64020 CO Ve = 99.67 -33.65,63 .60 DESIGN 6L =643.41 . , . ""< [0," "" VC =112.40 7p ,b 5p 3, ~ 1p 'ji. 1 3P 4 ~O 6 E b ' 3fl 2 1 i 1p , 3 4p P I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X,32 ---- 1 0 130 l' 0 110 1tO 8p' P 4 2 1 ' 1 ',0 P 'sp ( 1 0 1 0 1 0 1 0 1.10 1$0 ............... V I ........_1. ........ ~ ROW to' L T S DE @ ) ( ROW 5' RT S DE @ . ~ ""'0 (I STAtiON 20 +00 I< ( STA ION 20 +00 1'< "on r---^ ^ - - R W ROW- "40 I"" -5 .46,642.1 /" I / ' 4.00,642.32 _~ ............' 1(207\ <40 ~ V ~ 1/ 1 ">-;1-" ...-;,V <'0 ~ _ 1\ 0'0 J STA = 07+00 \ 00 J I '-.:.:../ -42.52,6, .50 DESIGN L =644.20 36.74,63 .00 '----/ v -pO.l" Ve =]60.18 -V V y-- ...............,............. ( FILL 1,f0LUM S (VF) N CRqSS-SE( TION I) SHEETS DO NOT IN ~LUDE SHRIN~ AGE. 1< V- -y- REf'ERENC - SHEEJTS T,01 - T.07 OR 1 v-v V V - - (ENDT~PSOILITRIPdTSIDEI) VOLLMESTIATIN~UDEASHRIN(AGE ~ BEGINREB ILDINC OFEM:lANKMFNT ) @STATICN206+00-1<1)>FACTCROF35%ANTOPS(ILVOLJMES, @STATICN206+0"') ( I \... STRIP TO SOIL T A DEIPTH OF ,8". ) ~~ --^ ~- ^ -^ _ ./\.../\ -^,--^- ~ oon "'" ~ ~ ROr. I ~_. -~ ~ -4 .67,642.4 ./ ~ .,n <-?'''-f--/ I ~ V - 11:1 5.\.08,643.1 "40 -3 84,640.80 DESIGN L=644.08 D.."o-,..v VF = 9.66 ,,~ 10" ~ "I- V _ ~ ~~2 ( ROW ,5' RT sIoE@ I) c-=-; ;;, ::1.,....- (I STA, ION 20p+97 ') \ -'-: ch U: ^ ^ I I~ 1 _ ~ (f-J - --' .~ ~ /' ( \-- ...,.- .L I -.,":;: ~ ~O =' - => ..... . l':"fl &:;J:;f"I ~ I ~ /2;0 I 6' / I~ . 205 "" 1 i 42.91 644.3 <4<, ( 205 \ ~ ~ }"~ ~. -50.8 ,642.95 ,"- I ./ I 'V A V "'0 ~'7"" ./ "40 37 964050 v ~.-i."o'vv 27.31,64n.10 - . , . DESIGN ~L =643.94 VF =16.95 .~'voo I 1tO 1,0 11'0 1010 p 8P 'p 6P 5p 4u :p ~O 1,0 '!- 1p ~O D 4P sp P p P 9,0 1~O 11011'01101101'10 I Johnson County I Project Number: STP-S^C052(67)--5E-52 I Sheet X.33 ---- 140 , , , P ab ~' , 'P zb ab 9b 1:;0 1 0 1 0 1 0 9 8 4 , 1 t € EO 1 0 1 0 1 0 1 0 1 0 1 0 .' . V V y- . ( FILL ~OLUME S (VF) N eRe SS-SEXION k SHE TS DO !NOT IN LUDE SHRIN GE, ( RERERENCE SHEE rs T.01 , - T,07 FfOR VO~~~ES TfjlAT INL UDE A SHRI~~GE ( FACT ROF3 %AN[ TOPS<DIL VOL MES, 1'< -v STRIP TO SOIL T ) A DE TH OF'S". ~ BEGI~ 4' OIT ~ ^ -A H L T S DE @ - - - - - : TATIO 209+5Ql ) ~ v ^ ^ ^'- IDE@I ~ROW1 0' RT I STA ION 20 ~+oo - -- ." "40 R W V- / " .............. "~O / ..... "40 ROW ? .-/ ~ .......... r...... 88.63,6 7.72 1(209\ "00 II ~ .------ v........... ....... ",/ V2OO\ "", I~ I' / ~ ~ .............. /' ~ -98. 0,631.69 ..... ......... o"n ~ -------- "'- /" ". """ ',n "On ----- .), 2: J524,629. 0 STA= 09+00 ~C ~ -~ ~ ~ ~~ ~~ DESIGN L =644.38 ~. CJ rn -.--. ( dlSTING ROW L:T SIDE F ) VF - 43.20 . , -~ Ve= 07.49 0--< N ,- ( , , =:ICl W STATION 208+73 ) -=< r- . rn ^ .,-;' - l.J -- ~ - ~- -~ 0::,' ~ ~ :::f/ '!? b N (I 0' L T SIDE @ ~ c:> ROW ( STA ION 20 +00 1 ) ......A ^ ^'- . ROW . , R' W "4, -69.J 13_39.77 ./ . ~ V ............... ~ ~ 69.06, 40.64 .", "40 . ~ > V ............... 4" ~ ~ .,/ ~ '" '7 / ""' t~6S' C'T ^ - "lJ::l+nn "'" DESIGN BL -644,30 49.14, 36.00 VF =1 91.67 ,,~ " 104 , 140 1 0 1 0 110 1 0 8 7D 6 ~, 4 3p " 1 "- 1 1 "P P 7p aD , 1IDO 1 0 1 0 1,/0 1tO 1,0 , , , , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.34 1.10 1!O , ( € , €' " 3b <i 1P 4b , € P , , 1~0 , 1 0 110 10 4 , 1 , 1 0 1 0 1 0 140 1 0 -. -V- ( FILL OLUMES (VF~~~ CR1'S-SE( TION I ) - . ? SHEE TS DO NOT IN LUDE HRIN~ AGE. r REF ERENCl:: SHE S T,01 . T.07 OR ~ VOLL MES T1AT INLCUDE A SHRIN \AGE . FACTC R OF 3 % AN~TOPS( IL VOL MES. ~ ( ST '{IP TO SOIL T A DE TH OF 8". 1- - --^ A.- I > ROW ~O' RT S DE@ STA ION 21 +00 I ^ A.- ^ - - ROW Rq>W I 9' "' ... ~ h( /' , V ~ '/86.07 ;2;'0 . / .......... 643.74 ~ "'0 "" t-... ./ .,n ~ I "- 1---/ .......... ~~ 1/ 1A~ \JV 5.04,639. 5 ",0 ." STA -211+00 DESIGN EL =644.48 5 .86,635.0 , VF -J26.82 Ve- 50.17 ~ f CD :,c: ~ - - -v V- " i~1 : ~ 't =- ( TOPS?IL ST~IP RT ) C L, ::-- BEGI ----' @STAifION 210+00 ~ b 0 ,-; ( SIDE - - ~ >-- ~^ ^ I ROW 100' RT 4IDE@ k) J..... t:: <C 0 =5 STATION 210+00 I) n I -J..- l-'- ~ .- ROW - "^' I 63' RGW .'0 . 4.94,643. 7 , /2W\ "- ~ /~ ~ ....... ~ "AO ~ ",n ~ , / "-~ VS9 ~ "-. 06,640.12 -4 .08,638.8 ~ A . "" / :-... <" " ./ . STA= 10+00 61.7b,633.00 DESIGN I L =644.44 VF= 80.54 Ve =499.45 1tO if 0 10 110 1 0 9P 8p u 6P ,0 4p 3P ~ 1P "- 1P 0 3,0 4P ~ b 7p sp P 1 DO 110 1tO 130 140 150 I , , , , I Johnson County T Project Number: STP-S-C052(67)--5E-52 I Sheet X.35 1 0 1:10 1~O 1 0 1 0 do 80 7' 6P 5 46 6 111 1" 4b pep 1'0 1 0 1~O 1 0 1.10 1 0 ." V- -V V- . . ( FILL \l'OLUME S (VF) N CRC SS-SE( TION SHE~TS DO NOT IN LUDE SHRIN~ AGE. k RERERENCE SHEE rs T01 - T.07 OR . VO~~MES n AT INL UDE A SHRIN I~GE ( FACTGR OF 3, % AN[ TOPS( IL VOL MES. STRIP TO SOIL Tb A DE TH OF 8". ~A....,A A ~ ROW 62 RO 0" I ~ I." V I ~ -!0.66,643.4~. "',,-/ '/' ........ ./79 664287 I~ I ( 213' ",n ' ~ '....../ " . <,n ( 213 \ I~ ~~ ~~ ~ ~ .00 ~ .00 DESIGN L =644.50 51.5 ,635.60 VF= 7.04 f'-:I - e":> v.... - ...vu l.....-J c::::;) ~~, ~ - ---:J " 11 ,---,:,... '''' r-- -J::..' W ! -'C ~ - "'1'1 - hl :n-> \ ::r.: r; '-...J - ~ ............. S/ CX> "- )> f'..) o . ,W 75' Rr ." r-- 645 I/../" ' , . ~ -68.41,6 4.~>-.. ~./ I /......... I ,,/ 83.54,643.57 ~ . / 212 '\ .,n ':,......... V ............ / 6.40 / 212 \ \00, ~ /~ \00/ '--../ f-392,639 45 ~ ./ ~ .00 V <00 ( I I I ) v,M f'L+UU . ROW 5' L T S DE @ DESIGN L =644.50 52.' 4,6~5.30 U STATION 21 +55 ~ VF=2623 I~ vVT'O 1,0 1'10 110 110 1~O 9P 80 'p 6J 5P 4ib 3P P 111 'I- 10 P 3D .p P ;p 7p sp jJ 1'0 110 1tO 10 1tO 1~O I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.36 " 'b 1 0 1 0 1 0 110 1 0 ( e p p 4 '1 1 4"" 70' " _ " , ~ ~ ~, 1 0 110 1 0 130 1 0 1 0 ,~, . " "4' rc-16'-- 47' I -. ." --------.. I .52. 1,643.99 ).... ~ "- ,/' 77 19,644.36 . ( 216 \ <40 - - "'.,"-... / "- / I ~ I ....... A .," V 216 \ ~ ( BEGIIN TOPSplL ST~IP L T f<) - 540,640. b ....... '- ",/ ~. t\ 00) . ." (SIDE @ STA"'ION 2116+00 I STA= 16+00 ........... ./ I ~ 'oon. .<an ." - ~ . VF 8.77 ve= 23.13 _ _ V V . . ( FILL OLUME S (VF) N CROSS-SEqTION I) ,....., _ SHE TS DO NOT IN LUDE SHRIN~GE, 1<1 RE ERENCE SHEE rs T01 - T,07 ffOR ) ( I END 4' WIDE [, ITCH L ~ SIDE I VOLL MES THlAT INL"UDE A SHRINf.\GE I) (@STATION215+50(FACTqROF3%AN[TOPS('ILVOL,i:MES.k 1 STRIP TO SOIL Tb A DE TH OF 8". J - ^ ^--- RO' - ~ I ------ "d' ~ -58.99,44~~ ~ ~ I ' 1'-.. -"""'1 ( 215 \ R40 ~7 '" ___ .........,/' 76.~2,643.24 ~ , ....... / R40 (215 \ ~ -3 .19,640.1 .......~ /~~ ~ Roo STA= 15+00 R" IU"~'C>" ~044.'U 6:5 VF = 1.64 Ve - 64.38 ~~ ~ ,....., \ ~ ffi:d ( ROW ~O' L T SIDE @ I JJ 2< r-;:= ( STArlON 21f+00 ~ .-J N :>0 _ ^ LL ~ ti~ ~ <,d RW ~ I ROW R4' 5' I R4," -58,9 ,643.37 / I , !r;4\ ~'- "-....~/ 1"-.. / --------.. . R40 .7, -....... ./ '-....,/' 76.7 ,642.40 _.. (214 \ \00) 04" . '---..-/ -39.81 639.90 .......~ / ~ . R" OTA" iM+OO RT' DESIGN L 644.50 51. 7,636.10 VF = 6.28 vr." 7'" 110 1,/0 1~O 110 1 ,0 9 8P sp 5 4 ", ~ 1 i, '40 Ep 7 P 9,0 10/0 110 1 0 1 0 110 1 0 I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.37 1 0 1 0 1 0 sb € , b I 4P 1b , 1b , 3b sb 1 0 1 0 3 'p € P , sb , 1~O , , 1 0 1 0 1 0 140 1 0 R W .," R W ~ - 1'1 <4" -45.06,6 2.17 ......J 35' I~ .>< // I ~ , 6224 641.48 MO oJ:,.... / -.......;:: R , . l\.v 34.20,640 " 5 ......... ~~ ~ STA= 19+00 , "00 DESIGN E L -644.50 520,637. 0 ",0 VF= 2.45 Ve= 40.42 'V V ( FILL OLUM6S (VF) N CRqSS-SEC TION ) ( SHE TS DO NOT IN ~LUDE SHRINK AGE. I REF ERENCF SHEE TS T.01 - T07 F OR lr-,. V"""'\ I VOLL MES Tr AT INL~UDE A SHRIN CAGE v FACTC R OF 35% AND TOPS IL VOL JMESo ( ROW 0' RTS DE@ ST RIP TOWSOIL T) A DE TH OF 8"0 ) (I STA ION21 +00 ........ ~ ........ RqW "4" R W .0211 1'1 .," . , 35 i (218' -45.32,64 'l I I ~ -.......J I ~ 64.27,641.46 ~ "40 a.'T / ~ I ...... R40 4.60,640. 5 I'-..... ",A ~ ~ 0 CJ STA= 18+00 F "''' DESIGN L 644.50 46.40,637 50 :2:C c::J A'\'ij ~ VF = -' ' , .....-! 4.60 0-- N ~- VC= 95.99 ::::; C } w , ) r'" ,--r] "",,-. 1\ c_ -- I ' ~I-~ ...,J > " OJ ~ "-' Cl RC'W ROW , I RdO \ I I 4 ' .34,642.8@ 1- .<C I T ." -4 , , '12.28, 4 3.43 fW\ "<,0 "'^- I '> ~ I -..:::: /......... .......... / /217\ "'" ~ - 5.00,640. 5 e:c:.. 1":::; "" ./' .,. .............. ~ . "'5 no =.5 47.6063 .20 ." VF= 8.66 ve= 88.83 140 130 1 0 110 1QO 9l 8 7p 6 90 4, 3p ~ 10 C 1 2D 3 f 1 I , I , sp sp 7p ~o gp 1 0 1 0 1 0 110 150 , , I , , , Johnson County I Project Number: STP-S-C052(67)--5E-52 T Sheet X,38 , , "b.l- '- , , , 140 130 1 0 1 0 10 9 7D P 3 1 'l 1 , , 4D , P 7: e 9 1 0 1]0 1 0 1 0 1 0 1 0 ry-~ R W RW ( BEGIN "V" OfT H RT ~ IDE @ . I- ' ( ,TATIONJ 222+5 "4< 13' --j 3 ' "40 -44.57,6 2.711 1 69.00,64283 - ^ , 1(222\ "40 -') p<-... /' "--- /'~ ~ V "AO 1(2;2\ 1 \ 00 J -33,00,64 .85 ..... 1\ 00 ) ' 1 '-....../ STA= 22+00 1'-....../ DESIGN L =644.50 41.6 ,638.70 ~ _ "" - "Y...'. "" VF -48.67 ( . Ve = 92.50 END T( PSOIL TRIP I T SIDE "..... v -y-.. ( @STATI< N 222+(>0 l FILL OLUMEjS (VF) DN CRC SS-SE( TION I _ _ SHE TS DO INOT IN ~LUDE HR'N~IAGE. 1<1 RE ERENCl:: SHEEh-S T.01 - T.07 I OR VOL MES To~AT INLCUDE A SHRIN\(AGE I) ( FACTqR OF 315% ANd TOPS ~IL VOLUMES, 1(1) STRIP TOIPSOIL Tb A DEIPTH OF 8". ~ ^ ~~~-- R(W RW "'0 31' "4' r-- 12'--j I ~ -43.93, 42.261 ---' [7 I I "- "- 59.89,64210 11221' .," "', ~ / _ 1"/ " ./ "40 ~, 1\ 00 , -33.40,64.75" /"i' ~ 00 ) I '------.../ STA= 21+00 I ~ DESIGN L =644 50 42. 0,638.40 ",. . "eo VF = 4.95 VC = 03.83 ./--1 A" :? ~.:.., ~~ "*'-' .... C~ rj :'5 L; ~'_ L_q (") c..ll::: --' N __0 ..- (..) (-4 c; IJ> cS 0 ROW ROW ~. i "4' I- 11' -.j 29'! ~ -42.59,641.58/ I // "-. 11 59.97,641.42 ~ 1220 \ R40 ,,/ " 040 (220 \ ~ L33.80,540 65 '-- A' \ 00 ) ST A = 20+00 1 1 '-...-/ "" DESIGN L =644.50 4 .00,638.1 <" VF = 8.42 VC = 07.20 110 10 1~0 10 1~O 9 8,0 6p 5P 4p 30 zp 1p 'f. 1p ;b P 4P P if> ~O sp 9p 1~O 1)0 1,0 10 110 1~O I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X,39 , I sb 4b sb ;h 1 <!. 1 36 f 6 ro 1p ab 4b ,6 b 1 1<. 1 : ,6 'i\J p .' .<n .on .. R W ROW a:etl R W nOO I' 19'- - I /~ 21' R W .;2;\ ( 2~8 \ w . -44.33,6 3.33 I ----.. .'0,040.' ~V- ." 228 o -41.57,643.11 ~ 3.., J.7' ~ / I" ,// ~ :-.... .... ~ 59.08, 42.63 ~ . 225 .'0 ~\ .,n ( 2<5 \ .,.... / ......~ / .,-- -31.80,6t1.15 ...... ..n ' '--".\ "'" ~ STA-25+00 \ O~ ) "0:00",,- ~IA":;'"+UU DESIGN L =644.50 38.40,6 9.50 -....: V DESIGN E L =644.50 5.28,640. 8 VF -1..68 VC 21.11 v,,- '00.01 - ( FILL OLUME:;S (VF) N CRqSS-SEqTION ) '> SHE TS DO !NOT IN ~LUDE I3HRIN~GE. REf ERENCE SHEE TS T.01 - T.07 ROR -:v V' v V' I VOL~ES THlAT INL UDE A SHRIN~GE (I I > FACT R OF 3 % AN[ TOPS IL VOL MES. ( END ''II' DITC -i RT SI E @ '< l ST IP TO SOIL TJ A DEIPTH OF 8", ) TATIO 227+50 I ^ ^ -A - ~ nen <on <on R~W "'0 i R W H ~ ~ <, ;---19'- I 0~ 21' I I~ <5 -45.45.643.47 I 2 7) ." 040 V 227 \ I ~ ~ L.7' / I ~ 5 .73,642.1 ~ ~ -42.84, 43.30 ."- 57.39,64 .04 ~ I( 224 \ ",0 3., .... .....-('.... .," -(i::!\ 3.!7'- r--.... / I ~ ..-V 1\ nn J -32.20,6 1.05 .... . .,n ...... '---".\ <40 I ~ STA- 24+00 \ 0' ) -;I.vv,' ".00 STA=J27+00 DESIGN L =644.50 39.44, 39.24 '-...::: / DESIGN jL =644.50 36.32,64002 - ~ o g ----- - .00 VF 0.68 -<: (... 0 Ve - 4026 VC 04.25 ..v n 11 () --< N .._ :--i(- c.....> ' .,-/'-- r, i n') ;t:l" I~l ~-=rj = U '-.....-)-'. -s/ ' CO "- ..>- <::> ---v- ~ V' ( I ROW $7' RT SIDE @ ) . ( STAtiON 22~+47' h ~ = - . ROW RGW . I I I ,. ROW NO I 20' I (2~ --20' I ~ . -46.30,64352 I I <, < "4' ( 226 \ . '54.12,643.0 \ 110) -430664314' \ on ) ~ :n.. 1,7 "- ',/ I I 1 I """ V '---.:.:/ - . , . 5.77,642. 0 ~ (223 \ .,n" I ........-d '0 (i:i\ .,n C). , "- /1 I ~ ---- \ 00 / -32.60,64 .95 L ......,/ 6& ~....... ...--0::' "dO '---.-/ ST A =223+00 \ O'...J -0 .."V", LLO ST A 226+00 I ." DESIGN ,L =644.50 40.48638.98 00< .......... DESIGN ,L =644.50 37.36,639.76 J VF-'.84 ,,<=~^^^ ve 33.49 ve 96.27 7e 6p p 4 3 zp 1p t 1 ~ 3, 4p 5 6 7,0 ~ €,O 5 4, ~ 2 1, t 1 zP 10 4 sp 6 7,0 I Johnson County I Project Number; STP-S-C052(67)--5E-52 I Sheet XAO ~ €' p, L 1 ~ 1 P , 4'0 5 6b 7b P .b', 1 10 '0 p p " "on ~w KU,' ,. I . 30' ~ R W ~I:---. 5 ' I 231 \ "4< .,. ( "i1 \ 645 70.8,,645.65 1\ 00 / ~ ,,00 / ./_ I '--.-/ -3 .13,642.36 ..P' ~ C/ ~, . ~ 1/ I " 0'.' 55.25,64 .81 /.:~ R( W /V ./ ~ /............ __ 9. I ~ ., "40 ( 2 ~4 \ 640 ~ ~ ~ 00' 0.. "40 II 234 \ . - .55;,... ~'M c""'OO 32. 1,641.06 \ 0 ) -" 1\ 000 / DESIGN L 644.54 '- :/ --'- 1 '--.-/ VF = 0.24 635 -47. 1,637.75 STA = 34+00 "" I .~ ,0.0' I VF =, 93.56 - - ~ V --y- --v- vc 14.99 I FILL '-'!OLUME S (VF) N CROSS-SEC TION I) )> SHEETS DO ~OT IN LUDE HRINK~GE. 1<1 ( REPERENC SHEEirS T01 - T.07 FOR ) ( VOLUMES TI- AT INL UDE A SHRINKAGE I) (> FACTC R OF 3 % ANC TOPSC; IL VOL~MES. +<1 sniP TOF SOIL TD A DEFi'TH OF Ir'. ) ^ A - - - - - ~ -,- - "'" "'0 0 Rbw , I ~ R W /::~ 46' I ( 230 \ "4,' 23' "4,' ( 2: 10 \ R" <40 l\.v - 7.48,642.21 -' '~ 49.73,1;42.57 -~1-J R W I / ~....... ~_____ . ~ / I ............ '----~ /':2:-:-""3 I /v ...... 1:1 ),CU;,643.511~ "40' 6. "40 ( 'J3 \ R4n ,/"'. "40 V 233 \ 'F - DESIGN I L 644.50 3320,640.80 \ "0 ) \ 00 ) "'- -:./ - -40.05639.43 i '------/ ST A = 33+00 VF = 0.60 ~ ~ Ir-v v "" DESIGN L -644.84 "" ~~ ~ ~ EXIS1ING RO/N RT sloE @ ) VF =138.21 I;.. STATIO 219+11 1 ) VC= 29.46 ~ ~n I , :..;-; A.AA ~ :j::;: LLI _ - -1- -I ~?':= JJi :") '~~ --~ v r-v- ~~ V" ~- I 1 (I) U:::;:;3 <:( ( ROW 94' RT SIDE @ K EN[) REBU LDING PF EMElANKME NT :;. ~ ( STATION 22 +13 I (@ STATI~N 232+00 ') ~ '-^- ^ '----^- ^ ^ ^ ^ ^--' .,n "'0 "'0 Rrw R W ROW I ~ ." 21' "4' I (2: 9\ (2132\ ROW 3 ' ""4,' f2?\ . \, 00 / ------ \ 0' J \ "0 ) , " ~ ~ \ 00 / . ~ -3 .40,642.2. /' V I 1 1.............1'--..../ 61.82,6~2.3~ '--.:. C/ "'-V - 7.87,641. 2 ~V, ,- '---- / I............ l..--B'L/ 62. 4,644.46 '------/ .,n" f-..... '---- 2'.' "40 '."7' 1 I R40 - T~_ -".ov, <I'..'v 0"';<,0".0< DESIGN EL =644.50 34.24,640.5 STA = 32+00 1 DESIGN L =644.65 VF = 6.52 I p,jl . 7p I sp 4p 3~ ',' 1p t 1p 2,U 3p 40 5P ar 7p 7p ~O ip 40 IJ 0 1P Ve =r94 1p 0 3p 4P ~ $ p I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.41 .~ 1 0 1 0 120 1 0 1~O P b sb 4 3 ,if- 1b " , 4 ~ , p ab ~ 1 0 1 0 do 1'0 1 0 1 0 , -y- --V -- r ( FILL OLUME,S (VF) )N CRCSS-SEfTION SHEE, TS DO NOT IN ~LUDE HRIN GE. RE ERENCE SHEE TS T.01 - T07 OR VOLl MES T AT INL UDE A SHRINIj(AGE (FACT< R OF 3~% AN[ TOPS IL VOLUMES. ) . ST~~}O SOIL TJ A DE TH OF~", ......... A _ ow ~ I 0", , /'" ~ 11:1 70.8 ,645.37 ~ ..n R( W 4 / - ~ / 32. 0,642.36 ",n (2;6\ ~ /V ~ "'0 .00 -5 .51,635.91 STA - 36+00 DESIGN L =645.81 r--' \/1= :....lnA Rn c..-) VC - 78.29 () _ :.;:C 52 j> = :\ C:-~ 11 -' ,,--2.., w ! :::Y~ - iT1 "-',ln1 "'" ;--~ 1-;'; -r: IJ ( ) "'.- ~ ;;:::.v, \,.:; ~ :L; '2 R~'" ~ I wi' I" w . ,V 0 12:1 I V.67,645.01, /235'- 0'" ROlw LV ~ 31~64210 c,n 1(2;5\ . ~ V ~ /' .00 c", -04. , STA 235+00 DESIGN ~L =645.44 \/" JR1 OR I VeT.40 I I 110110 if 0 110 1~O 9P 8p rp 6/1 W 4p 3P 20 1fl ':E 1fl 0 ;;p 40 ~ P .p a,b 9fl 1~O 110 if 0 10 1tO 110 I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.42 - , , , , p , ? 1P <t P , ~ € sb , , 1 0 130 1 0 1 0 1 0 9 7lJ 40 3 1 , 10 1 0 1 0 1 0 140 1 0 . '. . - ~ - ( FILL OLUME S (VF) gN CRC SS-SEqTION ) . SHE TS DO NOTIN LUDE HRINKlAGE, REf ERENC E SHEE tTs T.01 - T07' OR VOLL MES n AT INL PUDE A SHRIN ~GE ( FACTC ROF3, %AN[ TOPS( IL VOLWMES. ) ST RIP TOI?SOIL T bADE TH OF 8". - -^ ~^ --^ ~ ROW 48' I ." V V .......'1'- ~ ~4 / ,644.96 I~ R /./ 331 1,642.88 '23?\ ",n ./ .,n I~ --< V ~ 000 .0. -58. 2,636.09 STA= 38+00 DESIGN L =646.56 .6 Ve= 7.83 ~ . <" a ,/ ~ "'" .' rr j l--, a: LL!. ILl _..1 ,...- _J ~ '~)' = ;, '- :.:> I.L f ~ i- ~ c- o . ? RO ..., 52' I "" .,. V /" / r~ 13~ ~8,644 68 /2;?\ I (23i\ . "AO R;W ~ 32. 6,642.62 o.n /" ./ ~ . ~ ./.' "'0 .00 -51 .75,636.2( STA -237+00 DESIGN ,L =646.18 VF 648.34 I I Ve r5.88 I ,0 ~ 4P 1P , p 0 p 0 0 9P 140 1,/0 120 110 100 P 80 P 3p 20 10 zp 7p 10/0 110 120 1 0 140 1.0 , , , , , , , , , I Johnson County T Project Number: STP-S-C052(67)--5E-52 I Sheet X.43 -- I , 110 -,b sb , P 3 , b € ( , , 1 0 1 0 120 1 0 9 8 6 3 1 ~ 1 1 0 1 0 1 0 1 0 140 1 0 . . .. ~ ~ V- V . . ~ FILL OLUME S (VF~~ CRqSS-SEC TION ) SH~~iS DO !NOT IN . LUDE HRINK AGE, RE ERENCE SHE S T.01 - T,07 , OR VOLL!MES TfjlAT INLCUDE A SHRIN <AGE (' FACT;t OF 3P% AN~TOPSq>IL VOL UMES, ) ST IP TO SOIL T A DE PTH OF 8", ~ ~ - 29' ROW I .~- R W "' 50.82,645. 8 '40 ....... A /' ~ --"'" 5')/ ~ 3 .03,643.4 ~ ",^ -39.2 642.08 "0 ~ \.V .00 STA- 40+00 <" DESIGN E L -647.31 VF=, 18.68 vc- 6.79 ;::::; 0 = .r- <c CJ <' :p:::: ["'.'1 Il n C~ _ ." --Ie.. w ;'-""1 v--v y--. ::-<r- ". : I v V v V cn --r. 11 ( IN REBWILDINC I I ~ ' I_- BEG OF EM'BANKMiNT "-:;;::.,/ en ( @ISTATI( N 239+ 0 ~ N - i'---/ - ~ - ~'---" ROV 37' I .,. ./'i , , i'::-. ." ROW ~ V / "~ ~ (/.'54.21 ,6~5.07 . 1(2i\ I ~ .,n ./ / ~ V 3: . 57,643.14 .'^ . I~ v ~ , .0. -53.07,63 .26 .0' STA -239+00 DESIGNJ~o=:6.93 "0= 140 1 $0 1 1 0 1 0 9) 8p 70 6P ep 4) 30 zp 10 ve -r.72 10 ,0 10 P p 4 7p sp sp 1~O 110 1 0 110 1 0 1 0 I , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.44 ~ -~_.- ---------- - P t l' , , p , , , ~ 3 1 , , 4 5 ~ € P , 1 ~ 1 , , b ~ " . R W 43' .~W .on ~ - -V 65D-- V V I ( IEND3 ~ , ~ 'WIDE PAVEM::NT@ ~ ...- " 49.72, 45.37 ./i. 3\ ( TATIO! 246+0 , f'.- I I ) ~ -54.30, 45.73 ~. ~ ~ 1'.' \-9 './ . - j ST A =243+00 5.40,644. 8 R W f OW .AO -40.12 643.00 DESIGN SL -648.43 <,n "on 37' R"n VF - 0.62 ~ Ve- 95.33 (2 ~4.02, 46.24 ./ / " 49.99, 646.33 ~ --- - ~ 6 \ '- ~ 04" ? FILL' OLUM~,S (VF)~~~ CRqSS-SE( 'TION 1<) ~ ~ v.' r" ,- ". ~ STA~ 46+00 36.77,64 .96 SHE TS DO NOT IN LUDE SHRINK!AGE. -41.01, 43.90 DESIGN L =649.55 : T n1 _ T n7 ~nR I 040 ",n VOLL MES TfjlAT INL UDE A SHRINIKAGE VF -1 17.85 IL VOLGMES. ~ VC= 25.36 > FACTC R OF 35% AN[ TOPS( S1 ~IP TOJf.sOIL T') A I ()I= I II A A A A A A ~ f ow "S0- Il "on I I~ ~ 50.81 ,646.43 ~ ~ R W iW 04,< ../ V ............. /' ." 05 39' "'0 I~ I ~~o' \-9 ~ , I -51.16,644.49 1<)- ./ , -39.az!642.70 STA- 42+00 4.94,643. ~ (2 -55.37, 46. 9 /' /V " ~ 50.5 646.24 ~ 040 DESIGN E L 648.06 <,n 5 \ ~ -'-" ~ ~ v,', " V ..--' O. ~ 'IF = 1.47 STA= 45+00 36.31,644 70 ve= 55.27 -40.71, 43.60 DESIGN L =649.18 040 RAO VF - 5.25 VC= 57.03 .j- Q 0 <:: 'V -7 ::::J ~ 0: 0 LL ~-- l...L-1 ~ c.. i- I _J > U I L ~ i -4:: b l Q 1 ~ = OW = ,~WROO RqW . ,",0 3' ....6 41' I R"n RGW I - .............,~ ~ I ~ (; ~(2 ~-54.8' ,646. 1 50.7 ,646.03 ~ . RAO L V .......... ~ 49.82,~45.55 '- V ...... -48 99,643.56 ~ /' , ~ \-9 f-)~ ~ ~. i'.. ../ I 0" ~ . ~ , STA i44+00 I I 35.85,644. 4 .', STA= 41+00 3 .48,643.66 -40.41, 43.30 DESIGN 9L =648.80 <'0 -39.5 ,642.40 =R4 HR R40 R40 R40 I VF =69.10 VF =91.47 VC= 94.05 vc= 15.02 7p sp 0 4p ~ ''P 10 L 1,0 2D P 4,0 Sp 6p P 7p 3 P ~ 3p 1/J 1p i 1p 0 ~ 4p 10 60 7p , I I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.45 -- 1 0 do 1 0 1 0 t (' -t ' ciJ 4 3 If> i 1 ,0 p f> eb So 1 0 1 0 1 0 1 0 1.10 1 0 -V V V ( ROW 5' LT S DE@ ) ( STA ION 24 +45 I) ~ V' v v I ^ ~ LDING OF EME ANKME ~ EN REBU NT @ STATI(' N 249+00 RCW ." "" . . ~ ~ ^ ^ ^ ~ ^'O 45.13,60 .01 Vm\ 0"0 ~ ~ lW I V ........ lJ.'. I~ / / I "4,' ./ /' "no ------- -7 .40;644.9 STA= 49+00 y-y ~ ~- DESIGN L -649.14 , ~ FILL OLUMES (VF) )N CRC SS-SE( TION ) VF~ 35.22 SHE TS DO !NOT IN :;LUDE HRINI< !AGE. ve= 9.44 RE' ERENC SHEE TST.01 - T.07 F OR -V V V - VOLL MES n ATINL ~UDE A SHRIN <AGE 1 ( BEGI 41' BI CURB~& GUTl ER SE1TION ( FACT<' R OF 3 %ANC TOPS IL VOLJMES, ) ( @ STATI N 248+ 0 STRIP TO SOIL T JADE THOnl". I ~ ^ ^ ^-- ^ --I 1-- -- ~~ V V v V" ~ BEGIN 41' WlqE PAVEMENT k ." @ STATI~N 248+ 0 I ) 0" -I RO v /2:;B\ R W I f2.8\ .on "00 ~ , 'I~ 47.73, 48.17 ~ ~, ~ / I tJ.':-- 64'- -30.56 47.16 .J "40 STA = 48+00 " .41,646.2 """ DESIGN EL =649.63 0 = e::) -V V- -~ vds Sr " ( PSOIL STRIP ~T SIDE k :i>::: i P1 ENDT ve = 4.35 n -n ( @ STATION 247+ 0 I 0-' N r ~C) u.> ^ ^ '--:[1 ! I I ~- ~ !:': '-.-' - I ' ' ~:), - \..,..1 - - -V Q) V V ~::;: /' ( I ) )> f'o.) ROW IDO' L T SIDE @ - . ( STAtiON 22r+00 ) . RqW --1-, R W <00 "on ,/' / I ............ ~ 1 r;;r-. -53.70, 46.11 49.0 ,646.67 ~ , ~-:::- "'" ~ v.' I 36.36,64560 ~ STA -247+00 41.96,6 4.20 DESIGX49.60 040 .,n 6l V - j .'+0 110 1 0 10 110 1 0 9 sp P sf> 4 3 P 1 Ve =r3.74 1 ~ 3p p f> ~ 9,0 1 0 1 0 1 0 1 0 1 0 1 0 , I , I , , , , I I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.46 - ------ ----- , , , lb <it , , I 1 0 130 1 0 1 0 1 0 0 7lJ P 4 , 1fl j 4 , €p fl 1 0 1 0 1 0 130 140 1 0 I ROW .,n ~"IM I eon L V '" .......1 !/ ./ ~, ------- /252'- A -...---..' , .... ~ (2s2\ e4' eAO . ~ 5.02,645. 7 ~ -72.80,6' .33 STA- 52+00 DESIGN I L =647.64 e40 R4n VF- 06.36 vc= 37.47 - ~ ( FILL \{OLUMES (VF~~ CRC SS-SE( TION ) SHE TS DO !NOT IN LUDE 3HRIN~ AGE. REF EREN~SHE S T.01 , - T.O? OR I VOLL MES THlAT INLCUDE A SHRIN f:AGE ( FACTC 'R OF 3 % ANg TOPS IL VOLWMES. ') SI RIP TO SOIL Tb A DE TH OFB". "-^ ^ ^ - - R" eo, ROW "" ROW I "0 .......1 ~ ....... 1251'- ~ ---------- f------. , ............... f~ -., f2s1\ L---------' 50. 0,648.12 RA< R45 ~ STA= 51+00 I~ ~ 5.48,644.1 DESIGN L =648.14 .. - '".0' ve= 89.76 - C ci ,/! ,\ : - R=l' ~ V- , .-1 ,- ROW 45' RT SIDE @ ~ .u '? u t:: t:::! ~ >0 STA ION 25p+00 I) .. :.- ... 1'-'- ~ t 3 ^ -^ ^ - ~ ~ Q . = ~AA' M'" R<< I . R'O ~"IM 48.0 649.87 RoO .......1 T ./ I~ v 8--' ~ I I~ I----- '----..---' V2sO\ e4' ..; ~ R40 . I~ -73.42,64 .18 STA -250+00 I~ DESIGN I L =648.64 VC =r7.58 jJ p 6P lfl P ljO 110 10 120 1 0 1~O 9,0 80 P 6u 'P 4p 3P P 10 <i 1fl ~o 30 P 1~O 1 0 130 1 0 1~O , , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X,47 -. --- -- 100 8b 6 b "' 1 <t p 4P b , 8 ~ d;o 1 0 1 0 1 0 1 0 9 5 4 < 1 1 '0 1 0 1 0 1 0 1 0 -, "<" .00 .. Rr . (250 .00 ....--- "- R~W Om 11255\ . 0 ~ V ------ I . I--' ~ 1"-. ~ ~ "" I ~ ...... ---- ..........--- . -67 21,647.23 0'0 STA= 55+00 6342,645.37 DESIGN L =649.14 ,09 Ve =270.47 - - ~ V- V I FILL VOLUM~S (VF) ~N CRqSS-SE( TION SHE TS DO NOT INCLUDE1fHRIN~ IAGE. I REF ERENCE SHEErS T.01 - T,07 OR VOLL MES TtAT INL ~UDE AJ SHRIN KAGE ( FACTC R OF 3 % AN[ TOPSGlIL VOL WMES. ) ST RIP TOWSOIL T o A DE ' TH OF R". iV"- A A A "'---' .00 .<< ROW ROW ;2s:;'- "O^ I I .on ~ ~ ./ - ./ '-.,1 ~'>- ~ A. ./ ~ T. , !I. 1......-- ~ "'0 .< , "0 .,. a, 51.6 ,647.80 ." STA= 54+00 DESIGN E L =648.64 I -1S . Ve= 54.46 ,,> 0 = c" <;;;,... ;:., >:= n 11 n O- N r- =ir w j :<...j, ~ ! II II; :--j) \1 ....1--., ~) ~/ Q) ::> )> f',) - ROW . I .on ..n - / VI 1 . A r---.. I / . , , '~ V :7 1/253\ I/~' / I 47.71,648.30 0" -..c::/I <" 101.,n ST A -=JS3+00 .~ -76.07,644.0 DESIGN,L =648.14 .40 1 I I VF =262.67 9P 8P .p Sp P 30 2P VC =t4.24 1P 4J 40 60 EO ~ 1>/0 1,/0 1~O 110 1mo 4,0 10 2D 50 7,0 100 110 120 1 0 1 0 , , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.48 --.---- , 1$0 , 9 , b , 2 <i , 2 4 !b P , fh , 140 1 0 1 0 1@O P 7ll 5ll 40 3 1 1 € 1 0 1 0 1 0 130 1 0 1 0 ..0 .00 ROW ROW .. /2s8\ R"" I I .-/ ~ I 0.0 1/258\ ~ ....., 1: ~ I :-- ~ , ~ ~4.57,647. 8 5.84,648. 7 ~ STA- 58+0u . DESIGN E L =649.14 VF=1 32.31 Ve- 43.11 V r--. ( FILL \{OLUMI S (VF) <DN CRqSS-SE( TION I) SHE TS DO NOT INCLUDE SHRIN~ ~GE. ) REF ERENCE SHEEirS T01 - T.07 f OR I VOLl MES T3lAT INL.~UDE A SHRIN ~GE ) I ( 1 FACT~ OF 3, % ANq TOPS( IL VOLl/MES. 1 ) S IP TOIPSOIL TO A DEhH OF ~". ~- - .00 "" Rr e ~ .........----- ~ I fW\ ..n "On \.V ..-1:. ----- l- I , ~ 50.8 ,649002 ------------ -66 88,647.81 on _ ." DESIGN E L =649.64 VF=1 19.30 ,,~ " .. ; ... :{ :, 0,/ ~ :=J :1i a: ='" u-l........: , -'--', ~ ,- ;-- --1 ?-: G LL '7', c- ...:'.( = '- > ~ Q = = '" .00 '<'0 ROW I i2s6" Rr I ~ . R"O --------- - ~ / ~ .on I~ A -------- f..-----' I , I --....7 ~ - , I I 47.75,6 .79 -67 33,647.69 .,. 9 DESIGN L =649.64 .. VF=1 18.14 6l - 110 130 120 1 0 1 0 !l J 7p ;p 4,b ~ ;b 10 ~ 1p ;b P 4ll 5ll 0 P 0 jl 1 0 110 120 1 0 1 0 150 , I , , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.49 ~_.- ------- 1 0 1 0 1 0 1 0 100 "E 6 5 4 ' -p 1 1" p', p fin 1 0 1 0 1 0 1 0 l' 0 1 0 '" .00 . . 1 ~ ROW 1/-'_ 1 ~ ~~ . '\.v /1,( v ~v -; -...........--. I ""~ ~ '40 '0...--' . - . , DESIGN E L =648.14 57.79,6 5.78 VF =; 01.20 ~ , V V I FILL OLUMaS (VF) , N CRqSS-SE( TION ) SHE. TS DO INOT INCLUDE pHRIN~ AGE. I ( REF ERENCE SHEE/TS T01 - T,07 OR ) I VOLl MES T AT INLj;UDE A SHRIN CAGE I , I FACT( R OF 3 % AN[ TOPS( IL VOL MES. k \ SlRIP TO SOIL Tb A DE ' TH OF " - "0. "00 ROW ~<on I R~W .on~ ~ /,<" / ~ ~ -----, I I I",~ ~ . 4.62647.12 &f - ~ DESIGN L =648.39 58.12,6 5.95 VF =177.46 ,..., = o ~ <;;" ~ -J> , r"1 --n . ~ (""") II O~ N ~(; W c"'-.I , II fTl ;'!."'":'l '.._, --'..-' ::r: \ ' O~ ----./ :>' OJ )> N 0<0 0" ROW . I~ I ROW ~ I/-\~I _(_\ , I~ /-:( 1/' ~," ~ 1 I ~ ~ . 64.11,64750 " < , Ir - C""OO 56:!lo,o' .., DESIGN I L =648.64 VF =156.38 vv - ,0.<0 1tO 1,/0 1,0 110 10 sp 8P 70 6P 50 4p 30 2p 1P ~ 1p ;0 P 4P 5p e,D P P 901101)0 1tO 1,/010 1rO I Johnson County 'I Project Number: STP-S-C052(67)--5E-52 I Sheet X.50 P 5 4 ~ 1~ <i lP 3 4 5 ab '€ P b 2 1 t 1 , , p , p . . ROW ~ I 1 OC^ ~ 1 . RO I / ~ 47.29,64 .05 c<o ',W con (2~ ". ~ "'.-/.~ CA' ~ 1 46.70,64 .15 \ '0 ) -0'1 ,U,"'"..o '-./ I \ 00 J . i ~ '--~ STA= 65+00 '--..:..:../ , ~ k( /' I -------- ".' - "2~ DESIGN E L =645.64 B '-. /' _ (~P\ _ .," \ 50 I -oTIlB, ~O.O, ~ STA = 62+50 \ 5h ) VF = 3.56 '----..../ DESIGN L =646.89 '-=V VC = 14,06 CAn <;,10 "_ - 'O.V' Ve = 77.51 ~ V V V ........ ( FILL GLUM! S (VF) N CRC SS-SE( TION SHE TS DO NOT IN~LUDE ~HRIN~ AGE. REI ERENCE SHEEfrS T.01 - T,07 I OR Vall MES T AT IN':fUDE A SHRINKAGE I (FACT< R OF 3 % AN9.TOPS( IL VOL~MES. STRIP TO SOIL TO A DEIPTH OF e". ~ ~ ROW .0< C" R~W I .00 ROW I..../'" ~ . /2.?\ .on R,W I 6294,6~039 r; 2\ (26.0 ~ '-. I , 1 --'" c,;;;-(2;\ \ 00 ) 1 ~ '\ 00 J \ 00 ) -6050,645.90 '-' STA -i64+00 45.82,6 6.77 \ 00 J '----..../ /., '-. - ~ '-= '.../ '--V DESIGN f=646'14 '--..:..:../ . . /1 , ~ /' ' C4< C40 ,2 .,n -oZ."',b4 '.L' STA = 62+00 ve = 38.51 DESIGN L =647.14 '"" ,. 00 _ .,.. Ve = 68.62 CJ '!; ~/ ~ " .,. 'IX. ~ _..1 ':( \-'-1. _ I 1 -~ /- ...1---; ,.., ()I--: =:: ~ '(-u LL :;:; i::-4:: ~ C3 . ~ ~ R~ ",,' c:n RT I R't c'o R't I .on . I ~ I I 46.56,64 .87 ~ ~ 1<'.-/ ~ ..-/ I I ,'--- I ~ .~ /.~ J...:-:\ ~ ~ ~., ____ ~ ( 261 'I I ~ I" 00 n I.,. no ( 2 1\ ( 2,3 I' '-. V I " ." (263 \ . 1\ 00 , -~ ,,,, STA=261+00 \ oh J \ 00 ) -61.27,646.21 -..,. STA=~63+00 \ 00 J I '--..:..:../ DESIGN L =647.64 '-=V '-- V DESIGN EL =646.64 '--..:..:../ C40 VF = 195.65 C4n <An .M Ve - 72.16 Ve = 89.37 jJ P '0 4p 3P p 1 J ~ 10 ~ P 4D P 6,0 7p 7p \0 P 0 3P ~ 1p 1P,o 3p 4,b 0 r p I Johnson County 'I Project Number: STP-S-C052(67)--5E-52 I Sheet X.51 - " fb en <tb 3P 1 4. 1 2b 3 4b 5 6b p 6b <tb 1 <It lb 2 4 E EO ~ R~W <;00 , ROW I Rr I ROW (2 ~ I 56.97,65 .47 /2iO\ .on .<n ./ ---...-.. . 49091 , 48.21 7\~ ~ ./ ~ ~ ~ ./ bo"," '0V . - 5.36,647. 7 / ~ ~ </.'7 '" ~ ~ r;. ~ . ~ /' I r ..< ~ , I e4' 18,648.23 OT, _ '0+"" <" . \.v STA~ 67+00 ~ 1..J DESIGN L -647.64 DESIGN L =646.14 I VF" 7.83 .,n - e40 ,,~ c LOM vc= 74.07 , ~~ -V "Y"' V V ( FILL VOLUM8S (VF) DN CRC SS-SEqTION I SHEE'TS DolNOT INCLUDE HRIN~GE. RE ERENCE SHEEfrS T.01 - T.07 FiOR VOLl MES TlA T INL ~UDE A SHRINiKAGE ( FACT( R OF 3 % AN[ TOPSC IL VOL~MES. I) ST RIP TO SOIL TO A DE TH OF. ". - - eoo ROW ROW ",n Rr I ..n (2 ~ Rr I ~ -650 I 50.53,647.86 \. ~j ./ ~I" 46.37,648 32 ~ / ~ v--- --- bo'.\ /2'66' ---------- A -r;. ~ .. ~ 1/ I I ".' " 0".\ ",. e4<; -58. 1647.45 eAe ~ -$5.10,646. 5 '-./ ST A ~i66+00 ~~ ~JA't: DESIGN L -647.14 '" DES]GN L =645.64 r"::' =, ",n R40 V~4.41 = '" VF 18.35 -vcc= 99:3lY" <(~ c::> VC" 14.59 >-..:~ '" 11 n C) - , N r- --- ---., '" 1 .~~( r':: n""] ~ ' ] fTl 0 -- ::0 ~. 0-. m -- ,/ )> '0 N - .0< ROW ROW ROW . Rr. I I I 65n ",on .<n . I I 47.07.647.99 I~ - 5.54,646.65 ~ / ~ 48092,] 7.21 -r;. 5\ (2~'B\o; /",,1--- ~ r-..... ,/ I~ ./ ". ~/ /l.':-- a," </.'7 i'... b.':-- edO '1 , , , , I ." . I~ "-/ , \!.'~ \.V - 05,." nn STA -~68+00 ~ , STA =265+50 DESIGN EL =646.64 .'" DESIGN ~L =645.39 e40 VFJ7.11 VF =28.96 VC =1'9.61 VC =378.10 .p 0 EO 4,0 30 2p 1P ~ lb 0 3P 4b 5,0 b p 7,0 6P $ 4p 3P ~ 1p ~ lb ~ 0 ~ p sp p , , , I Johnson County T Project Number: STP-S-C052(67)--5E-52 I Sheet X.52 'p P 2 1 ii, , 4 EP E' ~ EO 4b 3 b iF ~ 1 P 4 ab b I, - - ( ROW 50' BOTH SIDES) .- ( @ STArION 276+84 "- ROW T) Rnw "" I~ -.:;^ I ' /.:t-:--.. 58.81,6 1.07 ~ .<< ROW O~'^' "s ( 2r6 \ "<0 ~ - "00 I 276 \ -, I ~~.' t ----V ~- ~ g'.' ~\ 00 ) I . 5.44,649. '---../ (2:i3\ OO^ ~'-.. _______!- ~ <so r;;:l\ "'a STA= 76:~~^ <'c 8 . \ 00 ,". '----- I I:' \ 0 I ) . ~ -56.11,649.82 , 47.72,64 .30~/ VF- 585 STA -273+00 V _ . 0.0 DESIGNSL-649.14 "40 C- 91.36 VF =12.58 VC = 06.81 ,..., V V (I FILL OLUME S (VF) CJN CRC SS-SE( TION -j) >II SHE TS DO INOT IN :::LUDE HRIN~IAGE. 1<'1 ( RERERENC= SHEETS T.01 - T.07 OR ( I VOLL MES n AT INL :::UDE A SHRIN (AGE I (>II FACT( R OF 3 % AND TOPS( IL VOLUMES. 1<1 STRIP TOWSOIL Tb A DEihH OF 18". - ." ROW ROW "" R~W "00 I I I ~v" ~ .on ______ ..- ~ 5.81,649.68 <on (212'\ (2~ - .66,650.4 /~ ~ I .on !ZiS\ ~ · I '----- " ..~ \ DO ) \ '0 )., -.:::::: -./ , "I '., \ 00 ) -5 .64,649.62 I' ~V '-..:./ ~ 4895.1 B 99 '---../ ~1~~lr~~o STA 75+00 . , . ." - _ . "4< DESIGN _ L -649.14 0," VF = 4.30 VF - 2.20 VC =325.47 VC = 81.93 ,'-' ~ o './ h r:::= J - 1--' .i w I I ....J('-" -LJ _ (')r- I--l ':. -17-~ . I I ..) ~ _ - 1'3 C ~ .:r 5- '" 0 "'::i 000 ROW "" ROW D~' "" I ~ K1W I 52' 065090 _ /.::~ /.::---.. 1 I _ I ~. II 271' .00 . ,. ( 211 \ ( 214 \ ..---- ~ /J....-- '----I-.. "on ( 274 \ I~ ."- /' ~ -------- /. \ Oil ) \.'~ -5730~5020 " /", ~ ~ -57 22,6~8.72 ~ /' I I I ~V' . STA *74+00 49.10, 49.45 0.0 STA =271+00 i4S DESIGN ~L 649.64 "4, 64 1 =648.14 VF=10.11' VF =25.47 VC :;~8.17 VC =33819 T I :0 p sp p 3b ~b 10 I 1,0 >p 3P 4P 5p 60 P p :P 0 4,0 0 ~ lb ~ 1b b 30 P P io 7p I Johnson County T Project Number: STP-S-C052(67)--5E-52 I Sheet X.53 -- - EO 5 .b 3b b, 1b <Ii. 1 2 4P 6' 10 p 4 bPi <Ii. , '0 , p -' . ^ .'0 <" "0, "" pH" R W R W Rq>W ~ .on I, <00 (Z; 8\ (2 ffi\ .00 11280\ , \ 00 ,~9~64M ~ I \ d. ) \ 0 ) - ';.: 7 "" \ 00 ) ~ 7 / " ~ '0....:::/ '-:/ </"7 ~ "" . '-----/ ., '" '7 . c,. on_ 58.2367.13 "4<; I r .,. DESIGN ~L =647.64 STA - 80+00 I DESIGN E L =646.90 VF 0 4.47 ,,~_ o..n ~ ~ ~"...... VF 1.16 ( FILL \ OLUMElS (VF) ON CRqSS-SE( TION vc - 36.32 ISHEE TS DO !NOT INf:;LUDE ~HRIN~jAGE. , REERENCE SHEE TS T.01 .. T.07 OR VOLL MES TfjiAT IN~UDE A SHRIN /'AGE (FACT< R OF 3);% AN TOPScplL VOL!JMES. -y Y y Y Y ............. STRIP TOWSOIL T A DE 0 TH OF ~".,. y , '-" ^'- ^ ^ ^ ~ I:{EGII151' B/I IC ,GO "IEK ::;EqTIUN .J @STATI 'N 279+~4 I A A AlA A A ." n, oW ROW""",, ",r. R W /Zii\ .on -42.07649.44 , 56.6764 .50 (2:J?\ (2~ 23,64 "n fi.i9\ ~ </., --........7 V ~ V .~ -\...,'It-J \..~ .,~ ~f-... / ~ 0 ." STA -277+00 "" <45 / I <" ;",,"" <" DESIGN E L -648.14 STA -279+74 f'-,.,.' DESIGN BL =646.77 i5 ~ VF'1.03 J ---:r .r- ve- 6.28 VF-2.28 <~ ~ VC 22.37 - _ c-, I I (y" r'J - _ir' W 'Tu, .....J~ 1"1 11'./.. , --, == 1..J - - - - - - ;25- 0:> '-- y y Y Y _L I Y I' ~ __ \ END 41'B7BICURBI (, GlJTTEtR'SE'qrol'rl) _ ( I @ STATION 276+84 I I A A A I A A A .5" ~ l.., ,-\", "55 Roo <" 9""'-'" K :'" " 1(276' coO di62.6,noc ',nu (2:6'\ (2f9\ UH19 R W <,0 lrm\ . I~ </. / , ...... v--- ,,\ '-!.U \.V . '~ '-- 1/ "....l'. ~ .." STA -h6+96 ." R40 " " ~::u n R40 , DESIGN EjL -648.16 , '" ={79"UlT . J DESIG;}L =647.14 VF =15.40 VC:;; 78.67 VF:::; 1.79 I I v =370.fti- I o oP P 4,0 3P ~ + ~ 1P 20 3P 4,0 5,0 6p 7p :0 90 oj:> I> 10 ~O 1P ~ 10 2fl '10 41> ~ sp 7p I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.54 ----- --------- E 4P 3b P 1 ~ 1 b 3 4P 5 P 4 , b 1 i 1 P 4 P E' 10 . .00 R W.OO - 1 ROW /2a2\ .57. 6,650.45 . R,<" r; ~ "" R W R'" ~ 4:;...... ......... .../ ~ ,_~:.J ~".. I -, '., /G ~ "40 STA - 82+00 5 .59,647.61 ( 2~5 \ RoO ~ ~ RRn ( 285 \ . DESIGN L -647.90 \..V . , ~ VF= 1.27 -51.10,/49.77 STA= 85+00 5.21,648.99 vc - 20.72 <4< DESIGN E L =649.44 0'0 VF = 2.24 _ _ VC= 63.41 V V ( FILL ~OLUM8S (VF) DN CRC SS-SE( TION ) > SHE TS DO!NOT IN~LUDE ~HRIN~AGE, I RE ERENCl;: SHEE h-S T.01 - T.07 OR 1 VOLl MES TfjlAT INL UDE A SHRIN ~GE 1 > FACT( R OF 35% AN! TOPSq>IL VOLUMES. 1<1) l STRIP TO SOIL Tb A DEIPTH OF 8". - - .00 R ,W .00 Roo 0, .0. R' W RqW '" I~ -59.0,650.42 ..n f2t\ (2i:!\ "'0 ...---- -"" ..n 1(2';\ ~ ~ ----~ V ~ \-.:tJ ~~.~ ~ '" ~ I f I (7 -50.83, 49.30 STA _ 184+00 5 .82,648.5 ." CT~ 51.73,647.73 R4' _., .'R DESIGN L =647.55 VF = 8.83 VF 359 VC =,15.82 .... ,~ . i'J ~ - p ~>C "'-'j ~ a:_ ~ ~ C~ =.::: ~ )- C} ~ W S--:2- ~ <"":5= = 0 ~ --- Roo R W .00"00 R W 000 ~ R,W ~ Ron -5709,649.78 j <00 r; 1\ (2t3\. - 5.45,650. ~ I <on 11283\ " ~ ~ ~i'-- V 1 ~ I~:) \..~ "7 1-' , ~~ ~ . R4< I I, , : ,- I (7 "10 STA =~83+00 5 .07,647.91 0.0 , ST" '+81' 0 uc~'~'r- C4u , DESIGN BL =647.40 VF = 9.69 VF 4.19 VC ~ 33.12 fl1. rp sp sp 40 3p ,0 1,0 I 1p 0 3P 4P !p P rp P !p P 4p ~ P 1,G 'it 1p :0 10 4p P sP ,b I Johnson County I Project Number: STP-S-C052(67)--5E-02 I Sheet X,55 -- - --- --- -- p 6b So 4P 3 2b 1b <l 1P ,'4 ep 'So b 3b '1 10 b 4 P , - . , R W R W . ",' <00 000 00" r " , /: ~ I R W ~ .4 II' - r;; 8\ (2~ 0'<< <00 (291\ \ 00 / -5.75,650.72 STA= 8~+00 ,- \.V ~~ 3:1 II I .'7 \ 00 ) ----------- DESIGN L -651.80 '-......:".t-- ~ S3 0653 76 ~ -70.19B53.93 /' , . "4< u= . " 040 000 STA = 91+00 RRO VC = 71.66 DESIGN ~L 653.91 VF =~~0.54 V V VC-131.36 (FILL '{OLUMEi,S (VF)~N CReSS-SEC TION ) SHEETS DO INOT IN LUDE SHRINk AGE. kl RE ERENCE SHE S T01 - T.07 OR ) VaLL MES n AT INLCUDE A SHRIN ~GE I ( FACTC R OF 3 % AN[ TOPS' IL VOL MES. k, STRIP TO SOIL T) A DE TH OF 8". J~ ~ ~ .A. ^ ^- .0< R~W RtRoo I I R( W I ~ ---------- -~ ., ( '2' '7\, "R,R ROW "OS I~ 354650-0 I 5136,651.27 \ rD') / 00 - ., .4 STA-- 87+00 "'-.::/ ~ DESIGN L -651.00 /t:'-. / II, I. ~ R4< 04C- ( 2~0 \/ ..\ 00 n .,.. (290 \ VC = 15.64 \ )0 I STA = 90+00 \ 0.0 ) '-V DESIGN L =653.36 ~ -67.6 ,649.56 r"-..."l "4' "" ,n r) q4< VC- 25.99 ::'Eo Cl >'_) ri 11 CI -... N - t"""--" LV .,.,(r TI - in ::0-' ~~. ,,2.J U ~ '-ft I >' N .. RqW ROW _ .00 i '-----6S< W ! RW ~ -50.89,~51.D3 ~ ~ /,:'t-.. R W ;' 286 ' ( 2'16 \ ___' 000 1';0 <t.- h:,~ ~ \00/ n' , ' \00/ I ~ STA 286+00 51. 7,650.32 "-.....:.V I ~ '." DESIGN ~L 650.20 R4,R (2~ ~ I I './ RoO 1i2s9\ , VF =.8 24 \ ,'0 ) _ STA J89+00 1\ 00 ) VC ';J~5A7 '- ~ -61'18,600,36 DESIGN f =652,60 I '----/ R4< VF =107.47 R40 7fJ ;p Ejo 40 3p 20 1) 'i- 1p :zp 3D 4p 50 Sp P ~ ~O P .p 3p P 1D VC-;2.18 lp 20 ~ 40 $ 0 p I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet X.56 -- -------- --- , 9 , m b , 3P ,6 16 f b 6 m ab ( , 1~O 1 0 1 0 1 0 1 0 1 0 3D 4 1 0 1 0 1 0 1 0 1 0 1 0 '- , " . . - , ""n "an . - .~ eoo ./ ""-:-.. aoo ~ ~ -59.99 654.08 58.19,6 4.53 ~ STA= 94+00 .on DESIGN E L -655.97 <on VF=1 30.56 vc= 20.48 ( I . FILL ~OLUM! S (VF) <ON CRC SS-SEqTION I) SHETS DolNOT INCLUDE SHRINKlAGE. I Ri=' 'EREJ~K : SHEE rs 1'01 - T07 IfoR ) l VOlt MES TI AT INL UDE A SHRIN f'AGE } , ( FACT(' R OF 3 % ANg TOPS IL VOLUMES. <::-rb'D TnlP<:nll Th" ~ OF! " ) J A A A .A ^- o.n a.o II~ .00 ~, 10 :::; ---<' I & :0 S -5 .06,654.2 STA =293+00 57.17,653.99 -- - ",on ?:6 n DESIGN ElL =655.18 .00 ~-l ~ u: I l'l ~, [ , >-'" VF= 5.93 _.l.-J , I- VC= 41.48 _I T- -, I LL u ~ <( W = C -? :> => 0 <--J . <en R W <ao W ~ I ~ ~ "" aoa ~ ../. " ~ . , - II. Js4,654.71 - 5.26,653. B ST A J92+00 51 "00 "00 DESIGN ~L -654.49 I VF =67.66 VC 80.54 , 140 if 0 1 0 1 0 1 0 9P Bp 7D 6p 0 4b 30 D 1P 9- 1P 0 !J 4,0 in b 70 3D r lIDO 110 110 1 0 1 0 1 ~O , , , , , , , , , , I Johnson County I Project Number: STP-S-C052(6 r)--5E-52 I Sheet X,57 6 4P '1P 1P',' 46 E 6P 7 €, 4 P 16 ~ 1 P '0 46 P -" 1 . ,"0 <'" , . -4322,642.16 ~ RAn .........,z,~ /V ______ ...... 4.40 ROO. "AO (10 iO\ '. ~..............--- ..............1'-... 'S' -~~ -27. 2,638.55 _ . "OR STA =1 00+75 _ 00, "4' "4, It =041."" 09, VF~ 1.74 ~----. ~ VC - 6.83 ( l' 02 \ "dO ,,~~ ( 1002 \ ~~ '----" STA=1 02+00 ~ VF 6.73 "00 r FrL Oa~ME S (~F) ipN tRqSS~E0;T'c1 ) ). SHE TS DO NOT INCLUDE SHRINI1AGE. ). REF ERENq: SHEi;iTS T01 - T.07 ~OR } VOLl MES T AT INLCUDE A SHRINIKAGE ) > FACTC' R OF 35% AN[ TOPS IL VOCUMES. '- A Snl70ll'SOlL n A1EIPT~OF 'S". A .,) - - ~ "4' 040 ~. 3,641.05 ~ ( 1000 \ r-- '- "'0 ( 10~ ." oAo \ 50 ) "< ___ - ___ \ 5h ) '--..../ :::-- 62. 1,635.62--V ~ 28.04,& 0.49 R'" 4.41,637. 0 ., (1< 01 \ .,n " ~ ~" 'S:y ~ ~,~ DVT_V ~V & DESIGN ~L =642 09 58.95,€ 35.60 0 STA -1001 +50 00 50 I . ~20.31, 39.69 DESIGN L=642.15 19.96,,.,39.80 VF:: 1.58 l':'U::: \/1= , !I":. 7':1 . f:':lr:; ~ 'v' ." VC= 0.95 Cd :::- So = b'::-, pi -r1 .-~:-) CJ t I L) '.- r- --;rj W ! =2?- m . l-n ~ r-~ -1"1 ......1_... . ~ 7;; 0:> )3 N "40 "AO "40 "'" . -592 640 27 -2 .41,639.5 ~-' .,./ /" ~ ~ ----. 41. 3,640.69 ~ f 1000 '\ .Mn ______ \ "AO ( 1000 \ ( 1Q01 \ .40 '-, ~ ( 1001 \ - ~ "" _::-- "---tL \ 4~ ~'U . "-;Y \ 00 ) ___ __ '-..: -20.35, 39.50 '--..../ STA -1 01+00 . "" -47. 6,637.50 <" DESIGN L 641.98 26.35,63750 6'.< 1 ;:'(K;' lUU..,.... DESI~: t=642.10 € .73,635.4 VF =4.23 VC = 8.27 VF =110.84 5 4P 3fl 2, 1 l ,." 1,0 2 P 4 5,0 6 7 7p E 4,b ~l 1 ~ 1b 2fl ' 4 sp sp I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet 2.01 --- -- sb p t 5P ?b 4 , , I P , 2 1 1 , 3 4 , 1 ~ 1 , -- r '- . . ~ } R" RAO " ~ ~ 17.70,638 80 22. 1,640.34 fWo2\ <AO ." R40 040 "'-V ~ ~ "-.,; \!V ~ ~ STA=2 02+00 -39.2 ,640.30 40.48 639.85 iD\ -15.60, 38.80 DESIGN L =640.91 15.30, 38.90 .,n R10 R" ~ ~ .......... ........... y ~ ~ VF 1.53 , $TA =2 00+50 VC= 7.19 -27 28,638.30 DESIGN L =640.90 28.92, 8.00 .'0 "" ~ VFt61 - -- - ~ VC = 1.21 FXL \(O~MES ~F) <pN tRC SS~E( TI6N :0 v >- ( ) W ~ EE I'=' I .:>nc f I S'.!2Q 5UC ) ..L1 '" , REF ERENC SHE S T.01 - T,071 OR >--' I---! ") ;.-~ I- I VOLl MES TI AT INL UDE fJ SHRIN JeAGE ) - p::: >- '---' ( I r}-\v I 1'" ur " >70 ,,,,,- 10..."" 'IL vut pIVL.>, I I ] ,.... A STR'P}OWS01L TP \DE T'i,OF 8" ) ~ 0 ~, 'A :> - R45- R4,5 ~ => ,=' .,J (i ~ - 5.14,638. 8 32. 91,641.27 ~ "" "" R40 ---- .n.:~ ,/ \. ~ ~.~ ,/ " ,/ \V (2000\ -4 .13,640.4 (20 STA =2 01+50 I 48.37,6 0.07 ~ -18.59,63 .70 DESIGN E L =640.59 18.B9, p8.60 R10 R" \2V ""Z -- -- -- y \2 ~ VF ~ 3.32 STA =2 00+36 vc= 15.89 -33.61,63 .25 DESIGN L =641.06 36.01,637. 5 .'0 <" VF 9.33 vc= 6.60 . R4' "&0 I I f2001\ ,; (i[o1\ -31.04, 40.49 29.42,639.55 RA, "'0 "10 "An ~ ~- """ ./ STA ~i01+00 " '" \!V .. ~ /2090\ ~I I -19.07,638.50 DESIGN L =640.55 19.67, 38.30 "" "" T STA 2 00+00 ~ VF =l3.97 . ~ V VC = 3.49 "00 VF -,0.00 "00 VC =0.00 60 5D 40 P ~O 1P 1p P 3P 4P 0 6P 0 70 6,0 P ,p ,0 P 1P 1jb b 3fl 4P 0 sp , , , , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet Z.02 , 4P 6 P , <It 16 3P 46 , , " 4P P <It 2 36 46 6 , 1 50 70 0 1 1 € .' t , . .. " ~ ~ ",' .., ..n oon /3001\ -25. 0,650.38 26.75,6 0.20 (30 l1\ ~ ~ /3002\ ..0 ... "00 "Z.. ./ >.-J ~ ~ ~7.6&3. 30. 4,652.94 ~ \..V -/ ~ -18.77 649.00 STA=3 01+00 19.5 ,648.80 ~ R. /' , 'Y" DESIGN E L =650.93 , 0" "" 65n "--' ~T ^ 3D.02:tQn "----' <00 VF 'f.07 -21.31, 51.00 DESIGN ~L =653.57 21.3 ,651.00 VC = 7.85 VF 0.92 Hr. b?" "" Roo . (3000\ -2 .32,650.2 ~3.66,649. 3 (30 lD\ "S" "" ... !~ "'<..-./ '- -'-.! jJ -31 .76,653.03 29.6 ,652.32 -17.96~48.50 STA =3 00+75 ~- ~ I~ DESIGN 6L =650.23 17.56 648.60 (3 ",/ "--:::::: 'Y <40 "Ao "50 -F 65" VF~ 6.03 \... 'U -21.18, 50.50 DESIGN L =653.03 21.1 ,650.50 I~ vc= 9.55 9 .r- ." VF =0.45 ~L" h = - <1':90 ~'-Ij " 11 ,.......,-'.. \......1 N --; () W i-r-l :-.,.... I = , -", :r: ,.., O=: '...J <:/ a:> :S , IV' - ." "'is ... I (3oOD\ (30 0\ 0.'" A. "'in "" "" I\..v -30.86,650.22 T , 5V " -30.47,651 .36 28.21, 51.61 . ST A =3boD 150 36.22,648.88 (3 to;--. '<z f3001\ DESIGN EL =649.53 ., /' I -........::: 'Y . "" "4,' 600 # VF 16.03 \..V -20.38,1'50.00 STA-3 01+50 20.38[650.00 0V DESIGN EL =652.33 VC =93.56 VF JO.55 "AS "'0 J VC =~6.69 ~o , ':0 4b b 1P I 10 r b 6P 4 1 it 1," 4p P 60 P :0 D iJ '10 'it 0 '10 , , I Johnson County I Project Number: STP-S-C052(67)--5E-52 I Sheet Z.03 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE SOUTH GILBERT STREET IMPROVEMENTS. NAPOLEON LANE TO CITY LIMITS 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, special provisions and estimate of cost for the construction of the South Gilbert Street Improvements - Napoleon Lane to City Limits in said city at 7:00 p.m. on the 4th day of January, 2005, said meeting to be held in the Emma J, Harvat Hall in 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, special provisions and estimate of cost are 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 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 iaw. MARIAN K. KARR, CITY CLERK Printer's Fee $ j "b I '-f CERTIFICATE OF PUBUCATlON STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN OFFICIAL PUBLICATION FED. ID #42-0330670 NOTICE OF 'PUBLlC HEARING ON PLANS, SPECIFICATIONS, FORM I, OF CONTRACT, SPECIAL PROVI- SIONS AND ESTIMATE OF COST FOR Linda Krotz, being duly sworn, THE SOUTH GILBERT STREET say IMPROVEMENTS - NAPOLEON LANE that I am the legal clerk of the IOWA TO CITY LIMITS IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF CITY PRESS-CITIZEN, a newspaper IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: published in said county, and that a Public notice is hereby given that the notice, printed ~opy of which is C~ty Council of the City of Iowa City, Iowa, a Will ~~n~uct a public hearing on plans, hereto attached, published in specificatIons, form of contract, special, was provisions and estimate of cost for the said paper I time(s), on the con-struction of the South Gilbert Street Improvements - Napoleon Lane to City following date(s): Umits in said city at 7:00 p.m. on the 4th day of January, 2005, said meeting to be \ )pe-e..,,~h-'2'" held in the Emma J. Harvat Hall in City :J.-:-A, ',')OOl..f Ha.H, 410 E. Washington Street in said city, or if said meeting is cancelled. at the - next meeting of the City Council there- after as posted by the City Clerk. . Said plans, specifications. form of con. tract, special provisions and estimate of ~ --:;A ~ ____'(" cost are now on file in the office of the City Clerk inCity-HaJl in Iowa City, Iowa, and may be inspected by any interest.-ed Legal Clerk persons. ~ny jnte~esled persons may appear at Subscribed and sworn to before me said meeting of the City Council for the purpose of making objections to and this d.-3",,j day of jJ 0 /0 ~~ ~lJ1~ents concerning said plans, sped- flca-tions, contract or the cost of making A.D.20.D..!4-. said improvement. This notice is given by order of the City e7z~~JL~ Coun-cil of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK 56456 December 23, 2004 . Notary Public ~ ORLENE MAHER ~ Commt"ion Number 715848 . . My Commlollon Expl.... ... Ap~1 2, 2005 . PrO) b Prepared by; Ron Knoche, City Engineer, 410 E. Washington Sl., Iowa City, IA 52240 (319) 356-5138 RESOLUTION NO. n'i-ln RESOLUTION APPROVING PLANS, SPECIFICATIONS, SPECIAL PROVISIONS, FORM OF CONTRACT AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE SOUTH GILBERT STREET IMPROVEMENTS - NAPOLEON LANE TO CITY LIMITS PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS, WHEREAS, this is a joint project with Johnson County; and WHEREAS, this project will be bid by the Iowa Department of Transportation (IaDOT); and WHEREAS, this project will be bid as FM-TSF-C052(73)--5B-52 and STP-S-C052(67)--5E-52; and WHEREAS, bids will be accepted on January 19, 2005 at 10:00 a.m. by the laDOT in Ames. IA; and WHEREAS, notice of public hearing on the plans, specifications, special provisions, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1, The plans, specifications, special provisions, 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 an amount between 5% (five percent) and 10% (ten percent) of bid, 3. The City Clerk is hereby authorized and directed to publish notice for the receipt of bids by the laDOT 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, Bids for the above-named project are to be received by the laDOT in Ames, Iowa, until 10:00 a,m. on the 19th day of January, 2005, or at a later date and/or time as determined by the laDOT, with notice of said later date and/or time to be published as required by law, Thereafter the bids will be opened by the laDOT, and thereupon referred to the Council of the City of Iowa City, Iowa, for a recommendation of action upon 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 1,t day of February, 2005, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be publiShed as . Resolution No, 05-10 Page 2 . required by law, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Passed and approved this 4th day of ,January ,2O...ilS....-' ~~/. ~L -"'l AYOR Approved by ATTEST: /11~~ ,II. ~ ~~~~ 1/'3ICJs,- CITY LERK City Attorney' Office It was moved by Vanderhoef and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Bailey X Champion X Elliott x Lehman X O'Donnell X Vanderhoef X Wilburn Pwenglreslsgilbertprojappp&s.doc 1105 _u I . - " NOTICE TO BIDDERS SOUTH GILBERT STREET IMPROVEMENTS STATE OF IOWA - Sealed bids will be received on January 19, 2005 by the Iowa Department of Transportation at the Office of Contracts in Ames, Iowa until 10 o'clock A.M., CT, for various items of construction and/or maintenance work, Plans, specifications and proposal forms for the work may be' seen and secured at the Office of Contracts, Iowa Department of Transportation, 800 Lincoln Way, Ames, Iowa until noon on the day previous to the letting, Mailed bids are to be sent to the Iowa Department of Transportation, Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010. Staff will be available at the Office of Contracts the day previous to the letting and the day of the letting for the dropping off of bids during regular business hours 7:30 a.m, to 4:30 p.m, The Iowa Department of Transportation (DOT) uses the Bid Express website (www,bidx.com) as an official depository for electronic bid submittal. The Iowa DOT will ensure that this electronic bid depository is available for a two-hour period prior to the deadline for submission of bids, In the case of disruption of national communications or loss of services by www,bidx.com during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to ensure the ability of potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Iowa Department of Transportation, Ames, Iowa after 10:30 A.M, on the same date such bids are scheduled to be received, unless otherwise specified by the Iowa Department of Transportation. All proposals must be filed on the forms furnished by the Iowa Department of Transportation, Contracts Office, sealed and plainly marked, Proposals containing any reservations not provided for in the forms furnished will be rejected, The Iowa Department of Transportation reserves the right to waive technicalities and to reject any or all bids, A Proposal Guarantee not less than the amount as set forth in the proposal form shall be filed with each proposal. The Proposal Guarantee shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union, Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the Contracting Authority or to the bidder and, where made payable to the bidder, shall contain an unqualified endorsement to the Contracting Authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Bid Bond (Form No. 650001), or a properly completed Contractor's Annual Bid Bond (Form No. 650043), both available from the Iowa Department of Transportation, Office of Contracts, may be used in lieu of that specified above. The contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies, and equipment that will be used in the performance of the construction contract, as provided by Iowa Code Sections 422.42(16), 422.42(17) and 422.47(5). I Failure to execute a contract and file an acceptable Performance Bond and Certificate of Insurance within 30 days of the date of the approval for awarding the contract, as herein provided, will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa Department of Transportation (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this ,. invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On Federal Aid projects, where disadvantaged business enterprise goals have been established, the bidder is required to complete and submit form 102115 with the bid documents, On all projects without goals, the contractor must show that affirmative actions have been made to seek out and consider disadvantaged business enterprises as potential sub-contractors, Some of the projects may be listed in multiple proposals (as an individual project or as part of a combined package of projects). The Contracting Authority will determine which combination of proposals produce the lowest bid for these projects, The listing of projects, and details of the project, for which bids are to be taken will be available to potential bidders and suppliers three (3) weeks prior to the letting dates at the following locations: . Posted on the Internet at www.bidx.com . Available in the Iowa Department of Transportation's "Weekly Letting Report" . Available by calling the Office of Contracts of the Iowa Department of Transportation at 515- 239-1414. Minimum wage rates for all Federal Aid projects have been predetermined by the Secretary of Labor and are set forth in the specifications, However, this does not apply to projects off the Federal-Aid System, All Federal Aid projects are subject to the Work Hours Act of 1962, p, L. 87-581 and Implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within the State of Iowa, and also, a resident bidder shall be allowed a preference as against a non-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no Federal Funds involved, IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPHONE: 515-239-1414 Bid Order: 104 DBE Goal: 2,5% Work Type: PCC PAVEMENT - GRADE/REPLACE Guarantee: $250,000.00 Project(s): JOHNSON - FM-TSF-C052(73)--5B-52 JOHNSON - STP-S-C052(67)--5E-52 Route: W66 (SAND ROAD / SOUTH GILBERT STREET) OFFICIAL PUBLICATION NOTICE TO BIDDERS Failure to execute a contract and file an $ 'j <6 .::Yl SOUTH GILBERT STREET acceptable Performance Bond and Printer's fee IMPROVEMENTS Certificate of Insurance within 30 days of STATE OF IOWA - Sealed bids will be the date of the approval for awarding the received on January 19, 2005 by the contract, as herein provided, oM!! be just Iowa Department of Transportation at the and sufficient cause for the denial of the CERTIFICATE OF PUBUCATlON Office of Contracts in Ames, Iowa until 1 0 award and the forfeiture of the proposal o'clock A.M., G.T.. for various items of guarantee. STATE OF IOWA, construction and/or maintenance work. The Iowa Department of Transportation JOHNSON COUNlY, SS: Plans, specifications and proposal forms {or other approved contracting authority} THE IOWA CITY PRESS-CITIZEN for the work may be seen and secured at hereby notifies aU bidders that it will affir. the Office of Contracts, Iowa Department mativefy ensure that in any contract FED. ID #42-0330670 of Transportation, 800 Uncoln Way, entered into pursuant to this advertise- Ames, Iowa until noon on the day preY"~ ment, disadvantaged business enterpris- ous to the letting. es will be afforded full opportunity to sub- mit bids in response to this invitation and I, Mailed bids are to be sent to tne Iowa will not be discriminated against on the Department of Transportation, Office of grounds of race, color, or national origin Linda Krotz, being duly Contracts, 800 Lincoln Way, Ames, Iowa In consideration for an award. sworn, say 50010. Staff will be available at the Office that I am the legal clerk of the IOWA of Contracts the day previous to the let. . On Federal Aid projects, where disad. ting and the day of the letting for the . vantaged business enterprise goals have CITY PRESS-CITIZEN, newspaper dropping oft of bids during regular busi. been established, the bidder is required a ness hours 7:30 a.m. to 4:30 p.m. to complete and submit form 102115 with published in said county, and that a the bid documents. On aU projects with. The Iowa Department of Transportation out goals, the contractor must show that notice, printed of which is (DOT) uses the Bid Express website affirmative actions have been made to a copy (www.bidx.com) as an.offlCial depository seek out and consider disadvantaged hereto attached, published in for electronic bid submittal. The Iowa busine~s enterprises as potential sub. was DOT will ensure that this electronic bid contractors. said paper 1- time(s), on the depository is available for a two-hour Some of the.projects may be fisted in period prior to the deadline for submls- following date(s): sion of bids, In the case of disruption of murtiple proposals (as an individual proj. national communications or loss of servo ect or as part of a combined package of --- ;).005 ices by www.bkb:.com during this two- projects). The Contracting Authority will V U/IlU,Q vtj ~ hour period, the Iowa DOT will delay the determine which combination of propos. deadline for bid submissions to ensure ats produce the lowest bid for Ihese proj- the ability of potential bidders to submit eets; bids. Instructions will be communicated to potential bidders. The listing of projects, and details of the projec1:, for which bids are to be taken wi!1 I 'L,t/!/ ~ Opening and reading of the bids will be be available to potentia! bidders and sup- performed at the Iowa Department of pliers .three (3) weeks prior to the letting , Transportation, Ames, Iowa after 10:30 dates at the following locations; Legal Clerk A.M. on the same date such bids are I: Posted on the Internet at scheduled to be received, unless other- www,bidx.com Subscribed and sw].rn to before me wise speci.fied by the Iowa Department of I Available in the Iowa Department 'of Tr~~sportation. Transportation's "Weekly letting Report" All proposals must be filed on the fOrms L Available by calling the Office of this 7 I-t1 day of a 4A u a .h.t! Contracts of the Iowa Department of I tumished by the Iowa Department .of I Transportation at 515-239-1414. II --.. Transportation, Contracts Office, sealed A,D. 20 t1!5 . Minimum wage rates for all Federal Aid ((0)1 kJ' i and plainly marked. Proposals containing projects l1ave ~r\ predetermined by the ,~JfJ any reservations not provided for in the Secretary of Labor and are set forth in forms furnished will be rejected. The Iowa the specifications. However, this does not Department of Transportation reserves apply to projects off the- Federa.l-Aid the right to waive technicalities and 10 System. Notary Public reject any or all bids. A Proposal Guarantee not less. than the All Federa! Aid projects are subject to the Work Hours Act of 1962, P. L 87-581 and amount as set forth in the proposal form Implementing regulations. shall be filed with each proposal. The Proposal Guarantee shall be in the form By virtue of statutory authority, a prefer- of a certified check or credit union certi- ence will be given to products and provi- !i1 ORLENE _R fied share draft, cashier's check, money sions grown and coal produced. within the Commlnlon N1Jmbor 11_ order or bank draft drawn on a solvent Slale-of Iowa, and also, a resident bidder My CommlsslOll ExpII'n bank'or credit union. Certified checks or shaJl be allowed a preference as ag"ainst c.. Aprll 2, 2005 credit union certified share drafts shall a nOn-resident bidder from a state or for- bear an endorsement slgned by a eign country which gives or requires a responsible official of such bank or cred- preference to bidders from that state or it union as to the amount certified. foreign country both on projects in which' Cashier's checks, money orders or bank there are no Federal Funds involved. drafts shall be made payable either to the Contracting Authority or to the bidder IOWA DEPARTMENT OF TRANS- and, where made payable to the bidder, PORTAT1ON shall contain an unqualified endorsement OFFICE OF CONTRACTS to the Contracting Authority signed by the TELEPHONE: 515-239-1414 I bidder Dr the bidder's authorized agent: A properly completed Contractor's Bid Bid Order; 104 DBE Goal: 2.5% Bond (Form No. 650001), or a properly Work Type: pec PAVEMENT completed Contractor's Annual Bid Bond GRADE/REPLACE (Form No. 650043), both available from Guarantee: $250,000.00 the Iowa Department of Transportation, Project(s); JOHNSON FM- TSF- Office of Contracts, may be used in lieu COS2(73)--SB-S2 of that specified above. JOHNSON - STP-S- The contracting authority will issue an COS2(67)--SE-S2 Route: W6B (SAND ROAD I SOUTH exemption certificate lor the purchase or GilBERT STREET) use of building materials, supplies, and 56643 January 7, 2005 equipment that will be used in the' per- lormance 01 the construction contract, as pn;:lVided by Iowa Code Sections 422.42(16),422.42(17) and 422.47(5), , c;: Prepared by: Ron Knoche, PW, 410 E. Washington Sl., Iowa City, IA 52240, (319)356-5138 RESOLUTION NO, n,-'l,'i RESOLUTION SETTING A PUBLIC HEARING ON DECEMBER 13, 2005 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE SOUTH GILBERT STREET/SAND ROAD IMPROVEMENTS - NAPOLEON LANE TO SYCAMORE STREET PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND I DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1, 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 13th day of December, 2005, 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 15th day of November ,20 05 _k!.--/IJ ~/. MAYOR Approved by ATTEST: IV\~,) -k ' cfhJ.~ III~~ 'r/"9/tfl5- CITY ERK ' City Alto ey's Office pweng\res\.sgilbertnapol 3.doc --------- I . Resolution No. 05-355 Page 7 It was moved by Chamuion and seconded by Bailev the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion x Elliott x. Lehman x O'Donnell x Vanderhoef x Wilburn I ~ j :::~=._.o!t ~~W!e ~ '-'" ....., .......~ CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319J 356-5009 FAX ENGINEER'S ESTIMATE OF COST www.icgov.org December 5, 2005 City Clerk City of Iowa City, Iowa Re: South Gilbert Street / Sand Road Improvements - Napoleon Lane to Sycamore Street Project Dear City Clerk: The estimated cost of this project is $1,410,000, Sincerely, -j::nJ.-Q I? ~ ~ o ~ Ronald R. Knoche, PE Z9 ~ 1\ ):>' c->_ City Engineer -< I r- 30 c.n rn - ~ ~ 0 -::JJ ~7' '-P. :P' ':: FILED 2U05 DEe -s ~M 9: 21 '.. CITY ClERI< . --------- , , IOWA CITY, IOWA -, ~~ ---- CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE SOUTH GILBERT STREET I SAND ROAD - NAPOLEON. LANE TO SYCAMORE STREET IMPROVEMENTS PROJECT 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. .:It:~':\'r:~~;<~,'.: '~:.>\ SIGNED: DATE: .. . . f1~ .,'f f. -:..'~.. ) ,,";, -. .~: ~." . .',l.. '.... -~ -., t '.; \"~ ~ \., .; - '-, P>. ~Z K.......L 12 -5-200s 1.....1;.) t ',: ,r._..:' Ronald R. Knoche. P.E. \\:::::':.~:::~;:, -;~~:::~~.;>/ City Engineer Iowa Reg. No. 15570 My license renewal date is December 31, 2006. ------------ FILED TABLE OF CONjf~i!"Ss AM 9: 22 "- I CITY CLERf< Paqe Number , -. TITLE SHEET IOWA CITY, IOWA TABLE OF CONTENTS ADVERTISEMENT FOR BIDS......,..................... .............. ............ .......................... AF-1 NOTE TO BIDDERS ............................................................................................... NB-1 FORM OF PROPOSAL.............................. ,............. ................................ ............... FP-1 BID BOND ......0 "'0" ......... ............ ........................ ........... ..... ............ ....................... BB-1 FORM OF AGREEMENT .........................................00.........0.......................0..."..... AG-1 PERFORMANCE AND PAYMENT BOND ..........0................................................ PB-1 CONTRACT COMPLIANCE (ANTI-DISCRIMINATION REQUIREMENTS) ......... ..................... ........... ........,. 'CC-1 GENERAL CONDITIONS.................................... ......... ............... ............................ GC-1 SUPPLEMENTARY CONDITIONS....................................... ...0'" ......... .................. SC-1 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS..................,................ .....................................,...........................,.. R-1 SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS Section 01010 Summary of the Work ......... ............................................... 01010-1 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 - SITE WORK . Section 02050 Demolitions, Removals and Abandonments........................ 02050-1 Section 02100 Site Preparation. ...... ..,. '" ... ...... ... ......... ..' .., ... ... ... .... ..... ... ..", 02100-1 Section 02220 Earth Excavation, Backfill, Fill and Grading......................... 02220-1 Section 02270 Slope Protection and Erosion Control................................ 02270-1 Section 02520 Portland Cement Concrete Paving ...................................... 02520-1 Section 02524 Curb Ramps ........................................................................ 02524-1 Section 02700 Sewers.....,...........,.....,........,............................,..............,.,.. 02700-1 . Section 02750 Jacked Crossings ............................ .................................... 02750-1 Section 02900 Landscaping ...................................................................... 02900-1 FILtD ADVERTISEMENT FOR BIDS Z005 DEe - 5 AM 9: 22 SOUTH GILBERT STREET / SAND ROAD. -. NAPOLEON LANE TO SYCAMORE STREET I IMPROVEMENTS PROJECT CITY CLERK -. Sealed proposals will be received by the City IOWA CITY, IOWA Clerk of the City of Iowa City, Iowa, until 10:30 A.M. on the 11 th day of January, 2006 or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be published as required by law. 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. Pro- posals will be acted upon by the City Council at the next regular meeting to be held in the Emma J. Harvat Hall, or at such later time and place as may be scheduled. The Project will involve the following: 21,000 CY of Class 10 Excavation, 24,000 SY of 9-inch thick PCC pavement and six-inch granular subbase, 3,800 LF of storm sewer pipe, 26 storm sewer intakes, and 5,600 LF of Type 47 Field Fence. All work is to be done in strict com pliance with the plans and specifications prepared by the Iowa City Engineers Office, of Iowa City, 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 in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to . enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the . faithful performance of the contract and 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 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. AF-1 The successful bidder will be required to furnish a bond in an amount equal to one hundred FilED 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 Z005 DEe - 5 AM 9: 22 all materials and labor, and also protect and save -- harmless the City from all claims and damages of I any kind caused directly or indirectly by the CITY CLERK operation of the contract, and shall also guarantee IOWA CITY, IOWA ,. 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 foilowing limitations shall apply to this. Project: . Working Days: 100 Days Late Start Date: April 1 , 2006 Liquidated Damages: $500,00 per 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 the Iowa City Engineer, Iowa City, Iowa, by bona fide bidders. A $ 40.00 non-refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to the City of Iowa City. 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 Economic Development at (515) 242-4721 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, 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-2 -- ~- -- -- ---- -- - -- -- -- -- - PILED NOTE TO BIDDERS ZUOS DEe -s AH 9: 22 -- Cllv r"IJJifiklr 1 1. The successful bidder and all subcontractors are required to submit ~ 1j~ . to award three references involving similar projects, including at lea ~ 0 nlJ611WAI " reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on projects with the City of Iowa City. 2. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. 3. Bid submittals are: Envelope 1: Bid Bond Envelope 2: Form of Proposal . . NB-1 FORM OF PROPOSAL FILED SOUTH GILBERT STREET I SAND ROAD - NAPOLEON ~m TO SYCAMORE STREET IMPROVEMENTS PROJEC [C ~S AN 9' 2 .- CITY OF IOWA CITY CITY' 2 !, 101M CLERK " NOTICE TO BIDDERS: 11. CiTy . IOWA 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 TO: City Clerk City of Iowa City Civic Center 410 E. Washington SI. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda , and , and to do all work at the prices set forth herein. 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 aqreed upon in writinq pnor to startinq such work. ITEM DESCRIPTION UNIT ESTIMATEP UNIT PRICE EXTENDED QUANTITY AMOUNT 1 FENCE REMOVAL LF 5,600 $ $ 2 EXCAVATION, CL 10, RDWY+BORROW CY 21,151 $ $ 3 SPECIAL COMPACTION OF SUBGRADE STA 46 $ $ . 4 6" GRANULAR SUBBASE SY 24,410 $ $ . 5 SHOULDER FINISH, EARTH 93 $ $ STA 6 STD/S-F PCC PAV'T, CL C CL 3, 9" SY 23,821 $ $ 7 SUBDRAIN, LONGITUDINAL, 4" 9,172 $ $ LF 8 SUBDRAIN OUTLET, RF-19C EACH 62 $ $ 9 APRON, CONC, 24" EACH 1 $ $ FP-1 ITEM DESCRIPTION UNIT ESTIMATED U"I!!:fr Ir ',... EXTENDED QUANTITY AMOUNT - 'L..L::L$ 10 INTAKE RA-40 3 20n $ - EACH - -- 11 INTAKE RA-43 18 $ -,J Jjf1 ~22 EACH f":,-,." ! 101; ~' c/fy.~~~ 12 INTAKE RA-43, TOP ONLY EACH 2 I~ '. , 1 13 INTAKE RA-70 EACH 2 $ $ 14 STORM SEWER UTIL TIY ACCESS RA-50 EACH 1 $ $ 15 SEWER, 20000 STORM, 12" 1,179 $ $ LF 16 SEWER, 20000 STORM, 15" LF 636 $ $ 17 SEWER, 20000 STORM, 18" 702 $ $ LF 18 SEWER, 20000 STORM, 24" 1,301 $ $ -- LF 19 REVETMENT, CLASS E TON 50 $ $ 20 EROSION STONE TON 45 $ , $ ~- 21 REMOVAL OF PAVEMENT . 11,214 $ $ SY 22 SIDEWALK, PC CONCRETE, 61N 1,180 $ $ SY 23 DETECTABLE WARNINGS FOR CURB RAMP 108 $ $ SF -- 24 PAINTED PAVT MARK, DURABLE 112 $ $ STA 25 PAINTED SYMBOL + LEGEND, DURABLE EACH 9 $ $ 26 TRAFFIC CONTROL 1 $ $ LS 27 MOBILIZATION 1 $ $ LS ...,- 28 FIELD FENCE, TYPE 47 5,600 $ $ LF . 29 MULCH ACRE 8 $ $ . 30 SEED + FERTILIZE 4 $ $ ACRE 31 SEED + FERTILIZE (URBAN) ACRE 4 $ $ 32 STABILIZE CROP - SEED+FERTILlZE ACRE 4 $ $ - 33 STABILIZE CROP - SEED+FERTILlZE (URBAN) ACRE 4 $ $ 34 SILT FENCE 3500 $ $ LF FP-2 ----- ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT 35 SILT BASIN EACH 3 36 RMVL OF SILT FENCE " LF ), 37 CLEAN-OUT OF SILT FENCE 3,500 LF -. TOTAL EXTENDED $ AMOUNT 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-3 BID BOND , as Principal, and FILED , as Surety declare that we are held and are firmly bound unto the City of IcZ~ IillilY,-~w'A'.'1 9: 22 " hereinafter called "OWNER," in the sum of crJ'r' c! t81< I' Dollars ($ ) to pay said I~Wf?~0,'?OWA -. provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally, This obligation is conditioned on the Principal submission of the accompanying bid, dated for South Gilbert Street I Sand Road - Napoleon Lane to Sycamore Street Improvements Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal, shall execute and deliver a contract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in al! 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 BB-1 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the CitfJLJwUity, Iowa ("City"), and __ 2005 {JfJ0nt&cNrl')9: 22 .. Whereas the City has prepared certain plans, specifications, propdSaii.~'nOl[f€lf(cuments -. IOWA CiTY, IOWA dated the 5th day of December, 2005, for the South Gilbert Street I Sand Road - Napoleon Lane to Sycamore Street Improvements Project ("Project"), and Whereas, said plans, specifications, proposal and bid d()cuments 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 for Highway and Bridge Construction," Series of 2001, Iowa Department of Transportation, as amended; c. Plans; d. Specifications and Supplementary Conditions; e. Advertisement for Bids; f. Note to Bidders; g. Performance and Payment Bond; h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; . i. Contract Compliance Program (Anti-Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. AG-1 I ------- , 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an a~J~hd: Z005 DEe -5 AM 9: 22 -. CITY CLERK IOWA CIlY. luWA '. 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this _. day of ,20_. City Contractor By By (Title) Mayor ATTEST: ATTEST: (Title) City Clerk (Company Official) Approved By: . City Attorney's Office AG-2 PERFORMANCE AND PAYMENT BOND FILED , as I (insert the name and address or legal title of the Contractor) 2005 DEe - 5 AM 9: 22 ., Principal, hereinafter called the Contractor and I (insert the legal title of the fo!;tfY l,LtliK ! -, W \ CITY IpWA , as Surety, hereinafter calle 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 severally. WHEREAS, Contractor has, as of , entered into a (date) written Agreement with Owner for the South Gilbert Street I Sand Road - Napoleon Lane to Sycamore Street Improvements Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by the Iowa City Engineers Office, 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 satisfactorj 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 PB-1 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The ter~~IWf the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, togethe~OOitP~,l;y-cRidM~: 22 ". and/or amendments thereto, less the amount properly paid txT9"Y.9~ERK ", Contractor. IOWA CITY, IOWA 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 formai acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS --- DAY OF 20 - IN THE PRESENCE OF: (Principal) - Witness (Title) - (Surety) . Witness (Title) (Street) (City, State, Zip) (Phone) PB-2 ----------- FILED 2005 DEe -5 AM 9: 22 .. CITY CLERK '. iOWA CITY, IOWA Contract Compliance Program , ~_.~ ~;,iI"_ - CITY OF IOWA CITY ----.--.-- FILED SECTION 1- GENERAL POLICY STATEMENT 2005 DEe - 5 AM 9: 22 " 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 ti@f\1"(o ~Ji.~~ that applicants seeking employment with them and their employees ?re treated equally j@W,ll,t @fJfl~ f0WA -. 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: 1. All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code, 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be Included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC-2 and CC-3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutrai signs. ,/ 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the . City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1 . . CC-1 SECTION /I - ASSURANCE OF COMPLIANCE FILED The following sets forth the minimum requirements of a satisfactory Equal EmPIOymentA~~dlifam -, which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 0 I I W 22 THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT,C 'TY CLERK -, With respect to the performance of this contract, the contractor, consultant or vendoJ~sCa!T~II~WA (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 payor 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. S 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 5. 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 provide assistance in obtaining the necessary posters. . CC-2 I -.--- --- --.. - -- -- 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? FILED Z005 DEe - 5 AM 9: 22 " CITY CLERK " IOWA CITY IOWA The above responses to questions 1 through 6, are true and correctly refiect our Equal Employment Opportunity policies, Business Name Phone Number Signature Title Print Name Date . CC-3 I SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENTIO~~~NITIES 1. COMPANY POLICY ZOD5 DEe - 5 AM 9: 22 '- Determine your company's policy regarding equal employment opportunities. D~i'r!lty and post it in a conspicuous place so that it is known to all your employees. Furthermoj~ \<<ir~i ~01iCY to all , potential sources of employees and to your subcontractors asking their coop r on. 'I' 'p . :4atement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your compariy's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program, 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools, (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals, (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. . (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non-biased promotion, 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. CC-4 I ~ I ~~~~-r FILED ~~"ODI~ ...,..... 2005 DEe -5 AM 9: 22--& City of ~ ,- CITy CLERf< ~ C~ -, IOWA CITY, IOWA 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 2-3-1 2-3.1 FILED CHAPTER 3 Z005 DEe - 5 AM 9: 22 ". DISCRIMINATORY PRACTICES CITY CLERK IOWA CITY. IOWA " SECTION: C. It shall be unlawful for any employer, employment agency, labor organiza- 2-3-1: Employment; Exceptions tion or the employees or members 2-3-2: Public Accommodation; thereof to directly or indirectly adver- Exceptions tise or in any other manner indicate or 2-3-3: Credit Transactions; Exceptions publicize that individuals are unwel- 2-3-4: Education come, objectionable or not solicited 2-3-5: Aiding Or Abetting; Retaliation; for employment or membership be- Intimidation cause of age, color, creed, disability, gender identity, marital status, nation- al origin, race, religion, sex or sexual orientation, (Ord, 95-3697, 11-7-1995) 2-3-1: EMPLOYMENT; EXCEPTIONS, D. Employment policies relating to preg- A. It shall be unlawful for any employer nancy and childbirth shall be governed to refuse to hire, accept, register, by the following: classify, upgrade or refer for employ- ment, or to otherwise discriminate in 1. A written or unwritten employment employment against any other person polley or practice which excludes from or to discharge any employee be- employment applicants or employees cause of age, color, creed, disability, because of the employee's pregnancy gender identity, marital status, nation- is a prima facie violation of this Title_ al origin, race, religion, sex or sexual orientation. 2. Disabilities caused or contributed to by the employee's pregnancy, miscar- 8, It shall be unlawful for any labor orga- riage, childbirth and recovery there- nizallon to refuse to admit to member- from are, for all job-related purposes, ship, apprenticeship or training an temporary disabilities and shall be applicant, to expel any member, or to treated as such under any health or otherwise discriminate against any temporary dlsabHity Insurance or sick applicant for membership, apprentice- leave plan available In connection with ship or training or any member in the employment or any written or unwrit- privileges, rights or benefits of such ten employment policies and practices membership, apprenticeship or train- Involving terms and conditions of ing because of age, color, creed, employment as applied to other tem- disability, gender identity, marital porary disabilities, status, national origin, race, religion, . sex or sexual orientation of such ap- E, It shall be unlawful for any person to pllcant or member, solicit or require as a condition of . employment of any employee or pro- 897 Iowa City CC-6 2-3-1 'FILED 2-3-1 Z005 DEe - 5 AM 9: 22 spective employee a test for the pres- 2. An employer or employment agency '- ence of the antibody to the hln' Cl ERK which chooses to offer employment or immunodeficiency virus, An I~ ~-'CtTY. lo~vertise for employment to only the - t ment between an employer, e II - " I abled or elderly. Any such employ- ment agency, labor organization or ment or offer of employment shall not their employees, agents or members discriminate among the disabled or and an employee or prospective em- elderly on the basis of age, color, ployee concerning employment, pay creed, disability, gender identity, mari- or benefits to an employee or pro- tal status, national origin, race, reli- spective employee in return for taking gion, sex or sexual orientation. (Ord. a test for the presence of the antibody 95-3697, 11-7-1995) to the human immunodeficiency virus, is prohibited. The prohibitions of this 3, The employment of individuals for subsection do not apply if the State work within the home of the employer epidemiologist determines and the if the employer or members of the Director of Public Health declares family reside therein during such em- through the utilization of guidelines ployment. established by the Center for Disease Control of the United States Depart- 4. The employment of individuals to ment of Health and Human Services, render personal service to the person that a person with a condition related of the employer or members of the to acquired immune deficiency syn- employer's family, drome poses a significant risk of transmission of the human immunode- 5, To employ on the basis of sex in ficlency virus to other persons in a those certain instances where sex is a specific occupation. bona fide occupational qualification reasonably necessary to the normal F, The following are exempted from the operation of a particular business or provisions of this Section: enterprise, The bona fide occupational quantication shall be Interpreted nar- 1. Any bona fide religious institution or rawly. its educational facility, association, corporation or society with respect to 6, A State or Federal program de- any qualifications for employment signed to benefit a specific age classi- based on religion when such qualifica- fication which serves a bona fide pub- tions are related to a bona fide reli- lie purpose. gious purpose, A religious qualifica- tion for instructional personnel or an 7, To employ on the basis of disability administrative officer, serving in a in those certain instances where pres- supervisory capacity of a bona fide ence of disability is a bona fide occu- religious educational faciiity or reli- pational qualification reasonably nec- , gious institution shall be presumed to essary to the normal operation of a be a bona fide occupational qualifica- particular business or enterprise. The . tion_ (Ord. 94-3647, 11-6-1994) bona fide occupational qualification shall be interpreted narrowly, (Ord. 94-3647,11-8-1994) 897 Iowa. City CC-7 - ------- FIL.ED GENERAL CONDITIONS 2005 DEe -5 AM 9: 22 '. CITY CLERK -, Division 11, General Requirements and Covenants of the Iowa Department of/~p@j\1iV,b~OWA "Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended, shall apply except as amended in the Supplementary Conditions. . GC-1 I SUPPLEMENTARY CONDITIONS FILED zoos DEe -5 A/1 9: 23 " CITY ClFRK ARTICLES WITHIN THIS SECTION IOWA CITY, -IOWA S-1 Definitions S-2 Limitations of Operations S-3 Insurance S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others S-6 Compliance with OSHA Regulations S-7 Employment Practices S-8 Contract Compliance Program (Anti-Discrimination Requirements) S-9 Measurement and Payment S-10 Taxes S-11 Construction Stakes S-12 Restriction on Non-Resident Bidding on Non-Federal-Aid Projects Caption and Introductorv Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2001, 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 1101.03 of the IDOT STANDARD SPECIFICATIONS. "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," "DEPARTMENT OF TRANSPORTATION," or "COUNTY" shall mean the CITY. . "IDOT STANDARD SPECIFICATIONS" shall mean the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended. S-2 LIMITATIONS OF OPERATIONS. Add the following paragraph to 1108,03 of the IDOT STANDARD SPECIFICATIONS: Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. SC-1 ------------ S-3 INSURANCE. FILED A. CERTIFICATE OF INSURANCE; CANCELLATION OR MODIFICATION 1. . LDUS DEe -5 AM 9: 23 Before commencing work, the Contractor shall submit to the City for approval a -. Certificate of Insurance, meeting the requirements specified herein, tQ:;~'inJl'!~FiKor the full contract period. The name, address and phone numb#)WP!h~jir~U~~J\ company and agent must accompany the certificate. The liability limits require 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 Coveraqe Comprehensive General Liability Each Occurrence Aqqregate Bodily Injury & Property Damage* $1,000,000 $2,000,000 Automobile Liability Combined Sinqle Limit Bodily Injury & Property Damage $1,000,000 Excess Liability $1,000,000 $1,000,000 Worker's 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 Contractor's Insurance carrier be A rated or better by A.M. Best. SC-2 ---.---.-- In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: FILED 1. The entire amount of Contractor's liability insurance policy covertt~~ls:..~e'led in the policy and on the Certificate of Insurance, must, under the ,'-&e a "~1~ 3 "- pay damages for which the Insured Contractor becomes liable: or fO~i~)'1 ~Ie~_nsured assumes liability under the Indemnity agreement herein contalne~Q1 Isue, Gii~ge amount shall not be subject to reduction by virtue of investigat dGfrrfseltdWA . 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 Jaw bidder, or declare a default and pursue any and all remedies available to the City. 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 eve1Ett:E Contractor incurs liability losses, either due to activities under this Contract, or u = [) other activities not under this Contract but covered by the same insura;1i ~ such losses reduce the aggregate limits of Contractor's liability insurance b g Im5tsM1 9: 23 -, 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 corGki'Q( @9ERK -- withhold payment for work performed on the Contract. IOWA CITY, IOWA 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 I 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-4 SUPERVISION AND SUPERINTENDENCE. Add the following paragraph to 1105,05 of the IDOT STANDARD SPECIFICATIONS: 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. CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this individual. S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS, Add the following paragraph to 1108.01 of the IDOT STANDARD SPECIFICATIONS: 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 shall furnish documentation of all efforts to recruit MBE's. SC-4 S-6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS: FILED The Contractor and all subcontractors shall comply with the requirements 2iJU~~&~1 ~ (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). 9: 23 Contractor and all subcontractors are solely responsible for compliance with saitfYlfUlalrns. lOW ,e ERK The Contractor will provide Material Safety Data Sheets (MSDS) for all hazarao s dheh1jc~@WA 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 and State laws regarding hazardous chemicals and right-to-know. . S-7 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 idenlily, 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-8 CONTRACT COMPLIANCE PROGRAM (ANTI-DISCRIMINATION REQUIREMENTS). For all contraCts of $25,000 or more, the Confractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC-1. S-9 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 lOOT STANDARD SPECIFICATIONS. S-10 TAXES, . Contractor shall pay all sales, consumer, use and other similar taxes required to be paid in accordance with local law as outlined in 1109.07 of the lOOT Standard Specifications. The City of Iowa City does issue tax exemption certificates to preclude the payment of sales tax. The Contractor shall submit the information necessary for the certificates to be issued. If tax exemption certificates are not issued, 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. SC-5 ---------- ---- -- S-11 CONSTRUCTION STAKES. Replace the last paragraph of 1105,06 of the IDOT Standard Specifications with the following:F/ LED The Contractor shall be responsible for the preservation of stakes and marlJiJa~Bfc - 5 Jl . -. necessary re-staking will be at the Contractor's expense and will be charged at a rate of M 9.23 m~~ ~n~ lOW, "- I S-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS~ CITY, IOWA The Contractor awarded the project together with all Subcontractors shall be required to complete the form included with these specifications (and entitled the same as this section) and submit it to the Engineer before work can begin on the project. Note that these requirements involve onlv hiqhwav proiects not funded with Federal monies. I I I . . SC-6 - - -- --- ----- --- --- ---------- --- --~- RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL.AlrDlkJi@TS 2005 DEe -5 AM 9: 23 -. CITY CLERK PROJECT NAME: IOWA CITY, IOWA TYPE OF WORK: DATE OF LETTING: A resident bidder shall be allowed a preference as against a non-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country. That preference is equal to the preference given or required by the state or foreign country in which the non-resident bidder is a resident. "Resident bidder" is defined as a person authorized to transact business in this state and having a place of business within the state, and has conducted I business for at least six months prior to the first advertisement for the public improvement. In the case of a corporation, the above requirements apply as well as the requirement that the corporation have at least fifty percent of its common stock owned by residents of this state. This qualification as resident bidder shall be maintained by the bidder and his/her contractors and subcontractors at the work site until the project is completed. I hereby certify that the undersigned is a resident bidder as defined above and will remain such from the start of the project until its completion. COMPANY NAME: CORPORATE OFFICER: TITLE: DATE: 12/05 . data Q[\ cityr.tlEr.sIMasterSpecsllrOr\\sr\d.doc . R-1 ------- - -- -- - -- -- - SECTION 01010 FILED Z005 GEe - 5 M19:23 " SUMMARY OF THE WORK CITY CLERK IOWA CITY, IOWA PART 1 - GENERAL General description, not all inclusive. A- Base Bid Work: I. Remove and reinstall fence along S & G property. 2. Remove Portland Cement Concrete and Asphalt Cement Concrete roadways, driveways, and other miscellaneous items. 3. Class 10 excavation and construction of compacted roadway embankments, 4, Furnish and install compacted granular subbase. 5. Construct 9-inch Portland Cement Concrete roadway sections on Gilbert Street, Sand Road and McCollister Boulevard. 6. Construct Portland Cement Concrete and Asphalt Cement Concrete driveways, parking lots, curbs and gutters, sidewalks and other miscellaneous items. 7, Furnish and install longitudinal subdrains along Gilbert Street, Sand Road and McCollister Boulevard. 8. Furnish, install and construct storm intakes, sewer pipes and manholes. 9. Install permanent paving markings on Gilbert Street, Sand Road and McCollister Boulevard. 10. Provide traffic traffic control during all phases of project. II. Clear and grub existing vegetation and furnish and install seed, fertilizer and mulch throughout the project. . 12. Other work associated with street reconstruction. . 12/05 snllred\enllineel'lsp1ocs-ii\OJ01O 010JO-I ----- -- -- SECTION 01025 FI LFD 2005 DEe - 5 AH 9: 23 MEASURElVIENT AND P A YMEN'JCITY " CLERK IOWA, CITY, IOWA PART 1 - 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. PART 2 - PRODUCTS 2.01 NONE . PART 3 - EXECUTION . 3,01 PROCEDURE: A. Payment under this contract shall occur no more than once per month for work completed by the Contractor. Payment is based on an estimate of the total amount and value of work completed minus 5% retainage. It is not the City's policy to pay for materials and equipment stored or furnishings fabricated off site. The 5% retainage will be released 31 days.after the project is accepted by the 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. 01025-1 l,OFl L~EDEMs: I I A. GENERAL I Z005 DEe - 5 AM 9: 23 I The tollowing subsections describe the measurement of and payment for the work to be CITY CLERK done under the items listed in the FORM OF PROPOSAL. " IOWA. CITY, lOY'!a/;j, 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 clean 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 by 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 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 Contractorls 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 an item in the FORM OF PROPOSAL), disposal of surplus excavated material, handling water, 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 pennit 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 respon"sible 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. 01025-2 B. BID ITEM DESCRIPTIONS FILED 1. Fence Removal (LF) 200~ ~ The unit price for this item will be paid based on the number of lmea . oPretMI 9: 23 removed as shown in the plans. This shall include all removal, hauli~Ud disposal -, of fence material. Additionally, any required material and labor req15 'tecGhldriiK existing fence shall be considered incidental. 'A CITY, IOWA 2. Excavation, Class 10, Roadway and Borrow (CY) The estimated quantities are: 21,151 cubic yards cut and 18,818 cubic yards fill (including 35% shrink). The unit price for this item will be paid based on the plan quantity for cubic yards of 21, 151. Included with this item is all work required to bring the roadway to the proper sub grade elevation and density along the entire cross section with a unifOlm surface free of debris. Also included is cutting, loading, hauling and disposal of unsuitable material, including chip seal, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material. Approved Contractor-provided waste area and materials, as needed, shall be incidental to this item. There will be no payment for overhaul. 3. Special Compaction of Subgrade (ST A) The unit price for this itcm will be paid based on the number of stations of subgrade constructed at the specified widths and to the proper elevation and includes subgrade preparation and compaction, finish grading and compaction of subgrade. 4. Granular Subbase, 6" (SY) The unit price for this item will be paid based on the number of square yards of granular subbase constructed at the specified thickness including placement 36-inches beyond the back of curb. Also included with this item is excavation to grade, subgrade preparation and compaction, subgrade treatments, and subbase placement and compaction to required elevations. 5. Shoulder Finish, Earth (ST A) The unit price for this item will be paid based on the number of stations of curb and gutter backfilled. . 6. Standard and Slipform PCC Pavement, Class C Class 3, 9" (SY) The unit prices for these items will be paid based on the number of square yards of Portland Cement Concrete pavements, driveways and parking lots constructed at the specified widths, thicknesses and mix designs, including 5-foot in length full depth concrete througli tlie sidewalk where driveways are shown in the plan. Also included with these items is excavation to place torms and pavement at required elevations, supply, placement and compaction of subgrade material under driveways and parking lots, fOlming, supply, placement and finishing of concrete, special concrete mixes, reinforcement, Portland Cement Concrete curb and curb drop installation, curing, jointing and joint sealing, grading to establish a unifoffil grade between the sidewalk and top of curb, and backfilling at curb lines, driveway edges and parking lot edges. 01025-3 FILED Aggregate durability class for all P.C. Concrete paving shall be Class 3i. ". .- AM 9: 23 Pavement smoothness shall be evaluated for main line pavement per current lOOT Z005 DEe -5 Specifications. ,. CITY CLER\< Subdrain, Longitudinal, 4" (LF) IOWA CITY, IOWA The unit price for longitudinal subdrain will be paid based on the number of linear feet placed. Included with these items is trenching, disposal of excess excavated material, furnishing and placing blind ends, elbows, and tees, including outlet coverings, grouted joints, special connections, drilling or forming into drainage facilities, furnishing and placing porous backfill, and finishing the surface as directed by the Engineer. 8. Subdrain Outlet, RF -19C (EACH) The unit price for C.M.P. outlets will be paid based on the number of outlets constructed. 9. Apron, Concrete, 24" (EACH) The unit prices for these items will be paid based on the number installed for each size and type and includes excavation, shaping of sub grade and hardware. At places where flared end sections are required, pipe length includes the length of the flared end section. The last two pipe joints before the flared end section shall be tied and is incidental to this item. 10.-13. Construction of Storm SewerIntakes (EACH) The unit prices for these items will be paid based on the number of each type of intake construct cd and includes excavation, forming, reinforcing steel, dowels, supply, placement, compaction and finishing of concrete, supply, placement and compaction of specified backfill, providing stubs for drainage tiles and the frame and casting. Construction of larger than standard intakes to fit over large stonn sewers and intake throats shall be considered incidental. Stoppers for stub connections are incidental. 14. Construction of Utility Access (EACH) . The unit price for the utility access will be paid bascd on the number of special manholes constructed and shall include base, riser, frame and casting and specified backfill. 15-18. Construction of Storm Sewer (LF) The unit prices for these items will be paid based on the number of linear feet installed. Length will be measured for each size and type of pipe along the pipe center line with no deductions for prefabricated bends or flared end sections. Measurement shall exclude the space across manholes and intakes. The following items shall be considered incidental unless they are included with other items listed in the FORM OF PROPOSAL: 01 025-4 a. Adapters, collars and tapping required for connections to dissimilar ~Erl manholes, or other appurtenances. -...I 2005 D~C .' . .. ..' t- b. Trench excavatiOn IncludIng furnIshIng necessary eqUIpment. . . . 5 11/1 9: 23 -, Trench boxes required for safety and to minimize disturbance to feaGf?;Srt<Y-JEFRK c. saved. , ..IOWA CITY "710 , WA d. Exploratory digging required to determine location of existing structures or potential conflicts. e. Furnishing pipe, wyes, tees, fittings, joint materials, and appurtenances. f Supply, placement and compaction of specified pipe bedding material and standard or select material within the pipe envelope including concrete encasements. g. Supply, placement and compaction of standard backfill and granular backfill material. Granular backfill material shall be used in trenches under or within 5 feet of pavement or as otherwise indicated or specified on the plans and by the Engineer. h. Dewatering trenches and excavations for pipe, intakes, manholes and associated structures including furnishing pumps, piping, well points, etc., as required. L Temporary connections, piping, and pumping for bypassing sewage flows as required to construct pipe, intakes, manholes and associated structures. J. Frost excavation, frost ripping, frost blankets, or other activities associated with cold weather. k. Testing of sewers as required. 1. Temporary support of existing utility mains and service lines. m. Temporary fencing required to contain hvestock. n. Repair or replacement of utility services damaged by the Contractor. o. Permanent cormections and stubs with caps for sump pump, drainage, and field tiles of various sizcs, including backfill as specified by the Engineer. 19. Revetment, Class E (TON) . The unit price for this item will be paid based on the number of tons of specified stone placed as shown on the plans and directed by the Engineer. Stone shall be placed on engineering fabric which is incidental to this item. Also included is subgrade preparation and shaping, supply and placement of engineering fabric and rock, and provisions to kecp rock from being contaminated with soil during subsequent construction activities. 20. Erosion Stone (TON) Tlie unit price for this item will be paid based on the number of tons of specified stone placed as shown on the plans and directed by the Engineer. Stone shall be placed on engineering fabric which is incidental to this item. Also included is subf,'Tade preparation and shaping, supply and placement of engineering fabric and rock, and 01025-5 ---- ~_._---- 'FILED provisions to keep rock from being contaminated with soil during subsequent construction activities. ZOOS DEe - 5 ~t\ 9::h3 . . Removal ot Pavement (SY) " CITY CLERK .Removal quantities shall include Portland Cement Concrete, full depth Asphalt IOWA CITY. IOWA Cement Concrete, and/or brick roadways, driveways, parking lots, curbs and gutters, and sidewalks. Removal of compacted granular and chip seal surfaces, including asphalt patches, shall be considered as Class IO Roadway & Borrow Excavation and will not be measured and paid under this item. Saw cuts and hauling and disposal of waste materials shall be incidental. All proposed saw cuts must be approved by the Engineer. Removal operations shall conform to the construction phasing noted on the plans or as otherwise approved or directed by the Engineer. Additional effort required for this purpose is considered incidental. 22. Sidewalk, PC Concrete, 6 IN (SY) The unit price for this item will be paid based on the number of square yards of Portland Cement Concrete sidewalk constructed at the specified widths, thicknesses and mix designs. Included with these items is subgrade preparation and compaction, subgrade treatments, fonning, concrete placement and finishing, curing, jointing and joint sealing, and backfilling at torm lines. 23. Detectable Warnings lor Curb Ramp (SF) The unit price for this item will be paid based on the number of square feet of ADA detectable warnings installed at the pedestrian crossings.. Included with these items is the furnishing and installation. 24. Painted Pavement Markings, Durable (ST A) The unit prices for these items will be paid based on the number of stations installed based on a 4-inch width. Work includes removal of old markings as applicable, prep work, layout, supply and placement of epoxy paint and glass beads and protection during cure. Layout must be approved by the Engineer. I.D.O.T. 25. Painted Symbol and Legend, Durable (EACH) . The unit prices for these items will be paid based on the number of symbols and legends placed. Work includes removal of old markings as applicable, prep work, layout, supply and placement of epoxy paint and glass beads and protection during cure. Layout must be approved by the Engineer. 26. Traffic Control (LS) The lump sum price for this item will be paid based on percent complete for furnishing, installing, maintaining, moving, relocating, and removing all traffic control devices including barricades, safety fencing, drums, lights, standard signs, temporary barrier rails, sequential flasliing arrows, flaggers, uniformed officers, temporary pavement markings and orange .safety fence at road closures. 01025-6 , FIL.ED 27. Mobilization (LS) The unit price for this item will be paid based upon tIWI!8"ffi:"~i~the complete -. project. This shall include the planning, organization and ass€nl Ii. ~19~<2'gr, material and equipment on-site as necessary for the constructieJrft~'\ project. Also included is the setup of the office and sanitary facilities,~~t~ ~~:f,~ers and . barricades. The unit price shall include demobilization w lC c n . sTs'fpf!@WAal of all labor, materials and equipment from the site. 28. Field Fence, Type 47 (LF) The unit price for this item will be paid based on the number of lineal feet of specified fence replaced and includes measurements required to reestablish fence in proper location, removal, storage, repairs, painting or replacement of rotted or damaged portions, and replacement offence. 29-33. Seeding, (ACRE) The unit price for this item will be paid based on the number of acres seeded, fertilized, and mulched and includes preparation of seed bed, supply and application of seed, fertilizer, mulch, and water, and all upkeep as specified, including a one-year guarantee. No distinction in unit price shall be made for various seed mixtures specified. Only disturbed areas not replaced with pavement and sod shall be seeded unless noted on the plans or directed by the Engineer. 34-35, Erosion Control (Varies) The unit price for silt fence will be paid based on the number of linear feet installed at locations indicated on the plans or as directed by the Engineer and includes mstallation, maintenance and removal upon establishment of ground cover. The unit price for the silt basin will be paid based on the number of silt basins constructed. 36. Removal of Silt Fence (LF) The unit price for silt fence will be paid based on the number of linear feet removed at locations indicated on the plans or as directed by the Engineer and includes installation, maintenance and removal upon establishment of ground cover. , 37. Clean-out Silt Fence (LF) The unit price for silt fence will be paid based on the number of linear feet cleaned at locations indicated on the plans or as directed by the Engineer and includes installation, maintenance and removal upon establishment of ground cover. I 2/05 shared\engineerlspecs-iiIOlO25.doc 01025-7 ------- SECTION 01310 FILED .' 2005 DEe..; 5 .. . AI1 9: 23 PROGRESS AND SCHEDULES CITy CL IOWA CITY, ~~WA PART 1 - GENERAL 1.01 SUJ1fMARY: A. Prepare, submit and update as necessary a schedule of the work. B. Time is of the essence, Minimizing inconvenience, disruption and duration of disruption to residenccs 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 a detailed schedule of the proposed work with the controlling operation identified. The schedule shall include proposed dates and durations of street closings. Work may not begin until the schedule is approved by the Engineer. B. The Contractor shall submit updated construction schedules at two week intervals throughout tlie project. PART 2 - PRODUCTS None. PART 3 - EXECUTION 3,01 MEETINGS PRIOR TO CONSTRUCTION: A. No pre-bid is planned for this proj ect. B. A project schedule shall be submitted for Engineer approval.. No work shall begin until a , project schedule has been approved. I I C, A pre-construction meeting will be held prior to beginning work. I 3,02 PROGRESS OF WORK: A. Work will be limited to 100 working days. Saturdays will not be counted as working days. The late start date is April I, 2006. Liquidated damages of $500 per day will be charged on work beyond 100 working days. B. Phase I - Includes all work necessary to open up Soutli Gilbert Street. Phase 2 - Includes all work necessary to open up Sand Road. 01310-1 I F\c\J;D No work shall be done between the hours of 10:00 p.m. and 7:00 a.m. without the approval of the Engineer, witli the exception of saw cutting freshly poured concrete. ZOfi50Ee.:.5 MI 9: 24 . . D. Work will proceed in a well organized and continuous manner to minimize the disruption CITY CLERK to the general public (both pedestrian and vehicular) and the local businesses and residents. .- IOWA CITY, IO'lf'J'lA;cess to businesses and residences shall be maintained at all times. , E. Restoration activities such as pavement replacement will follow closely behind the work even if multiple mobilizations are necessary. F. The Contractor will become an active partner with the City in conununicating with and providing information to concerned residents and businesses. 3,03 COORDINATION WITH UTILITIES AND RAlLROADS: A. It is not anticipated that many utility conflicts will occur which cannot be taken care of ahead of time. The Contractor shall work closely with the utility companies to aid in these relocations to keep the project on schedule. 3,04 STREET CLOSINGS: A. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. 12/05 shared\engineer\specs-ii\OI310,doc . , 01310-2 SECTION 01570 FILED 2oo51lcl ~~BS' -. TRAFFIC CONTROL AND CONSTRUCTION L " CITY CLERK PART 1 - GENERAL IOWA CITY, IOWA 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. roOT Standard Specifications. B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways," 2003 Edition, as revised. C. 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. PART 2 - PRODUCTS 2.01 MATERIALS: A. Traffic control devices may be new or used, but must meet the requirements of the !DOT Standard Specifications. B. All construction fence 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.rn. and 7:00 a.m. . PART 3 - EXECUTION 3,01 TECHNIQUES: A. Except as amended in this document, the work in this section will contorm with the following divisions and sections of the roOT Standard Specifications: Division 11. General Requirements and Covenants. Section 1107.09. Barricades and Warning Signs. 01570-1 f\LtD . , 1\\'\ 9: 24 Division 25. Miscellaneous Construction. l~~~ \:lEe -5 . . , - _. Section 2528. Traffic Control. C\I~,02\.f\~RKING SIGNS: " IO\NP-. CI\'<,: A. 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. 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 LXCAVATIONS: 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. 12/05 sharead\engineer\specs-ii\OI570.doc . . 01570-2 SECTION 02050 FILED , . 20 I=' . '. .- . Dl8:MOLITIONS, REMOVALS AND AB~'\TD8~i'fel\Q8J: 24 . lo~Xb,~t:;~~A PART 1 - GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to remove existing paved surfaces as indicated and specified. B. Furnish labor, materials, tools and equipment to remove existing field fence as indicated and specified, . 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITY ASSURANCE: A. Disposal sites shall comply with all applicable Iowa Department of Natural Resources and United States Environmental Protection Agency regulations. B. Comply with all state and local ordinances pertaining to hauling and disposal of rubbish, broken concrete, asphalt, stone, bricks, castings, and other waste or debris resulting from work on the project. 1.04 SUBMITTALS: A. Locations of disposal sites. PART 2- PRODUCTS 2,01 MA TERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, !DOT Standard . Specification Section 4120.04 and Section 4109, Gradation No.1!. B. Explosives shall not be used for demolition. PART 3- EXECUTION 3.01 TECHNIQUES: A. Except as amended m this document, the work in this section will conform with the following divisions and sections of the !DOT Standard Specifications: Division 24. Structures. Section 2401. Removal of Existing Structures. 02050-1 FILED Division 25. Miscellaneous Construction. M\ 9: 24 Section 2510. Removal of Old Pavement. ZOOS OEe - 5 Section 2511. Removal and Construction of Portland Cement Concrete Side- walks. CITY CLER\< Section 2515. Removal and Construction of Paved Driveways. IOWA CITY, IOWA Section 2516. Removal and Construction of Retaining Walls and Steps. .' 3,02 INSPECTION: A. Limits of demolition shall be per 3.04 of this section. The Engineer reserves the right to revise demolition limits if required by the nature of construction. 3.03 PROCEDURES: A. Utilities 1. Notify all corporations, companies, individuals and state or local authorities owning pipelines, water lines, gas mains, buried and overhead electric facilities, telephone, cable television, fiber optic, and other public or private utilities shown on the drawings or otherwise known or discovered to be in the project area. 2. When active utilities are encountered, promptly take necessary measures to support and protect said utilities and maintain them in service. 3. If active utilities are damaged or interrupted as a result of work on the project, take appropriate measures to restore service immediately. Restoration of utility services under these circumstances shall be at the Contractor's expense. 4. Active utilities shown on the drawings to be relocated, or which require relocation due to unforeseen circumstances or conditions, shall be relocated in accordance with instructions from the Engineer. Generally, the respective utility owners shall be responsible to perform relocation work for their facilities. The Contractor shall cooperate with these efforts in every reasonable way and shall not be entitled to additional compensation for delays resulting from such relocations. B. Site Protection Measures 1. Refer to Traffic Controi Sheets for dctails. 2. Barricade and fence open excavations or depressions resulting from work during , non-working hours and when not working in immediate area. Provide suitable warning devices adjacent to excavations and work areas. 3. Waming dcvices shall be kept operational during all non-working and non-active periods. C. Site Access Measures 1. Pedestrian access to homes and businesses shall be maintained at all times. Temporary gravel surfaces shall be provided as directed by the Engineer. 02050-2 2. Contractor shall perform demolition and removal operatifJ L&D maintain vehicular access to adjacent properties and busin~~D~cthe maximum extent possible. - 5 A/1 9: 24 - . Disposals IOJilTY CLERK D. I ' CiTy IO}M . I. No material or debris shall be buried within the project work area. A I G}.suitable material resulting from demolitions and removals shall be hauled to and disposed of at a Contractor-furnished site approved by the Engineer or to the landfill. The Contractor shall pay the current tipping fee at the landfill. I 3,04 DEMOLITION AND REMOVALS: A. Pavement and Sidewalk Removals 1. Removal shall be to the limits noted on the plans or as directed by the Engineer. 2. Pavement removal shall include brick, P.c. Concrete, and A.C. Concrete pavements, driveways, alleys, parking lots, and sidewalks. Removal of chip seal or aggregate surfaces is not considered pavement removal. 3. Sawcuts shall be approved by the Engineer. 4. Removal operations shall conform to construction phasing noted on the plans or as directed by the Engineer. B. Sewer Abandonment and Removal 1. Removal shall be at the locations and to the limits noted on the plans or as directed by the Engineer. 2. Backfill under and within 5 feet of paved surfaces shall be Class A crushed stone compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. Other excavations shall be backfilled with suitable excavated material, compacted to 90% Standard Proctor Density. 3. Sewers to be abandoned, but not removed, shall be filled with an approved non- shrink flowable mortar and bulkheaded at each end with concrete. . 4. Select castings shall be delivered to the pollution control plant at 1000 S. Clinton Street as directed by the Engineer. , 12/05 shared\engincer\specs-ii\02050,doc 02050-3 , SECTION 02100 FILED 2005 DEe ":5' AM . SITE PREPARATION 9: 24 . IOIl9f~/f~~~~A PART 1 - GENERAL ],01 SUMMARY: A. Furnish labor, material, tools and equipment to prepare site as indicated and specified. ],02 REFERENCES: A. IDOT Standard Specifications. PART 2 - PRODUCTS None. PART 3 - EXECUTION 3,0] TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the !DOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. Section 210 I. Clearing and Grubbing. Division 25. Miscellaneous Construction. Section 2519. Fence Construction. 3,02 EXISTING TREES, SHRUBS AND VEGETATION: A. All trees, shrubs and vegetation shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the plans or as directed by the Engineer. B. No construction materials and/or equipment are to be stored, piled, or parked within the trees' drip line. C. Contractor is responsible tor damage outside the limits of construction, and for trees, shrubs and vegetation not designated for removal. The Contractor's liability for tree and shrub damage will be based on the appraised value, not replacement value, and shall include the cost of appraisal by a quaJitied arborist. 02100-1 f\LfoO EXISTING STRUCTURES AND PROPERTY: nr \:lEe-5 ~'" 9,1}4 Remove existing signs and posts within the construction area as directed by the Engineer. 1 '" , All permanent traffic signs will be removed, stored, and replaced by the City of Iowa City. \O~~\~~~f~WA Contractor shall provide 48 hour minimum advance notice for sign removal and for sign ," replacement. Permanent signs will be replaced prior to concrete pours. B. Move mailboxes to a location approved by the Engineer prior to closing road. Salvage and store any unique supports for mailboxes. Restore mailboxes and their supports to their prior location and condition when road is reopened. 3.04 EXISTING FENCING: A. Only fencing designated by the Engineer shall be removed. B. Sections of fence removed for construction shall be replaced per the applicable bid item. If not addressed, replace with new materials. 3,05 EXISTING UTILITIES: A. Contact appropriate utility representative to verify the presence and Iocation of buried utilities in the construction area. 3,06 EROSION CONTROL: A. Comply with Iowa City Code and Section 02270, Slope Protection and Erosion Control. 12/05 sharcd\cngineer\specs-ii\02I OO.doc . 02100-2 SECTION 02220 FIU=O 2005 DEe -5 " - . ", EARTH EXCAVATION, BACKFILL, FILL ANRGRAf)]~~ IOV fry CLERK .', " VA CITY 10 PARTI-GENERAL ' WA 1,01 SUMMARY: A. Excavating, placing, stabilizing and compacting earth, including trench and rock excavation, addition of borrow and backfill, disposal of excavated material, and topsoil, strip, salvage and spread. 1,02 REFERENCES: A. !DOT Standard Specifications. 1.03 QUALITY ASSURANCE: A. Whenever a percentage of compaction is indicated or specified, use percent of maximum density at optimum moisture as determined by ASTM D698-91, unless noted otherwise. B. Borrow sites and materials shall be approved by the Engineer prior to use. PART 2 - PRODUCTS 2,01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, !DOT Standard Specification Section 4120.04 and Section 4109, Gradation No.1!. PART 3 - EXECUTION 3,01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the . following divisions and sections of the !DOT Standard Specifications: Division 2l. Earthwork, Subgrades and Subbases. All sections Division 24. Structures. Section 2402. Excavation for Structures. 3.02 TOPSOIL: A. Strip and stockpile topsoil from lawn, grass, and crop areas for surface restoration and landscaping work. Strip topsoil toa umform depth to provide sufficient quantity of material for placement of a minimum of 9 inches of topsoil for surface restoration and 02220-1 .FI,LEDlandSCaPing. Protect topsoil from mixture with other materials such as aggregate and from Z005 DEe -5 AI1 ~?~~. Removal of topsoil from the site is not permitted. 3,03. . DRAlf{fjfE AND DEWATERING: CITY CLE '., ," IOWA GlJY,\<9lM%ie and maintain ample means and devices (including spare units kept ready for ., immediate use in case of breakdowns) to intercept and/or remove promptly and dispose properly of all water entering trenches and other excavations. Keep such excavations dry until the structures, pipes, and appurtenances to be built therein have been completed to such extent that they will not be floated or otherwise damaged. B. Dispose of all pumped or drained water without undue interference to other work, or causing damage to pavements, other surfaces, or property. Provide suitable temporary pipes, flumes, or channels for water that may flow along or across the work site. C. Take all precautions necessary to prevent damage to the work by rain or by water entering the site, whether water entry be overland or by groundwater. 3,04 TRENCH EXCAVATION: A. General I. Excavate trench by machinery to, or just below, designated subgrade when pipe is to be laid in granular bedding or concrete cradle, provided that material remaining at bottom of trench is only slightly disturbed. 2. Do not excavate lower part of trenches by machinery to subgrade when pipe is to be laid directly on bottom of trench. Remove last of material to be excavated by use of hand tools, just before placing pipe. Hand shape bell holes and form a flat or shaped bottom, true to grade, so that pipe will have a uniform and continuous bearing. Support on firm and undisturbed material between joints, except for limited areas where use of pipe slings have disturbed bottom. B. Protection I. Barricade and fence open excavations or depressions resulting from work during non-working hours and when not working in immediate area. C. Trench Width , I. Make pipe trenches as narrow as practicable and safe. Make every effort to keep sides of trenches firm and undisturbed until backfilling has been completed and consolidated. 2. Excavate trenches with vertical sides between elevation of center of pipe and elevation I foot above top of pipe. 3. Refer to plans for allowable trench widths within the pipe envelope for various types, sizes and classes of pipe. D. Trench Excavation in Fill 02220-2 1. Place fill material to final grade or to a minimum height of 6 feet a~ff~iPe when pipe is to be laid in embankment or other recent~ filled area . ake particular care to ensure maximum consolidation of mate~ 5.JiJ!@' 115e ~cation. ", Excavate pipe trench as though in undisturbed material. 11 9: 25 CITY "LE E. Excavation Near Existing Structures IOWA c/fy RI( " , IOWA 1. Discontinue digging by macliinery when excavation approaches pipes, conduits, or other underground structures. Continue excavation by use of hand tools. 2. Excavate exploratory pits when location of pipe or other underground structure is necessary for doing work properly. F. Disposal of Unsuitable Soil 1. The Contractor shall notify the Engineer and Iowa Department of Natural Resources (DNR) if soil contamination is found or suspected during excavation. 2. Soil disposal and remediation method shall be an option outlined in the lOOT Construction Manual Section 10.22, and approved by the Iowa DNR and City. The Contractor is not to proceed with soil removal and remediation measures until instructed by the Engineer. 3. Disposal site to be provided by the Contractor and approved by the Engineer and Iowa DNR. 4. Contractor is responsible for completing and filing all necessary Federal, State and local government agency forms and applications. G. Care of Vegetation and Property 1. Use excavating machinery and cranes of suitable type and operate with care to prevent injury to trees, particularly to overhanging branches and limbs and underground root systems. 2. All branch, limb, and root cuttings shall be avoided. When required, they shall be performed smoothly and neatly without splitting or crusliing. Trim injured portions by use of a chainsaw or loppers for branches, or an ax when working with roots. Do not leave frayed, crushed, or tom edges on any roots I" or larger in , diameter or on any branches. Frayed edges shall be trimmed with a utility knife, Do not use tree paint or wound dressing. If conflicts with large roots and branches . are anticipated, notify the Engineer. 3. No construction materials and/or equipment are to be stored, piled, or parked within the trees' drip line. 4. Excavators and loaders used on brick surfaces shall be limited to those with rubberized tracks or rubber tires. 5. Do not use or operate tractors, bulldozers, or other equipment on paved surfaces when treads or wheels can cut or damage such surfaces. 02220-3 y\\...t:-D . 'l.S ~\\ ~. 6, Restore all surfaces which have been damaged by the Contractor's operations to a iC.,VS condition at least equal to that in which they were found before work commenced. L~~~ \l G\..~t\~~~ Use suitable materials and methods for restoration. C\'\'< G~' \0 ,- 7. Aerate all grassed and planter areas compacted by construction activities. \O~~ 8, Utility lines, including drainage tiles, encountered shall be restored in one of the - following ways: a. Repair or otherwise reconnect the utility across trench after trench has been backfilled, provided adequate drainage gradient is maintained, if applicable. b. Connect drainage tiles to nearest stann sewer. The Contractor shall document the location and elevation of any utility lines encountered. The Contractor shall notify the Engineer whenever a utility is encountered and submit the proposed method of restoring the utility for review and approvaL All utility repairs shall be made prior to backfilling the trench. H, Water Services 1. Permanent copper water service lines which are damaged (cut, nicked, bent, crimped, crushed, etc.) shall be replaced from the water main to the curb box with new copper service pipe, without any joints. The cost for this work shall be at the Contractor's expense. 2. In any excavation where existing lead or galvanized iron water services are in the excavation or disturbed area, the Contractor shall replace the existing lead or galvanized piping with new l-inch or larger copper water service pipe from the water main to the curb box. The Contractor will be paid per the applicable bid item. If there is no bid item, the unit price for the replacement of the water service shall be negotiated prior to commencement of the work. 3. When water service is disrupted, the Contractor shall make a reasonable attempt to restore the service within two hours. 4. Water service pipe shall be type k soft copper. . 3,05 ROCK h"XCA VATJON: . A. Rock excavation will be considered Class 12 Excavation as defincd in !DOT Standard Specification Section 2102.02. B. Explosives shall not be used for rock excavation. 02220-4 3,06 BACKFILLING: FILED A. General Z005 DEe ~ s AM 9: 25 . . 1. Do not place frozen materials in backfill or place ~ll eJ1oi>~zen material. Remove previously frozen material or treat as I(9\WF't]f'-Fef w backfill is placed. ' VV)\ B. Backfilling Excavations 1. Begin backfilling as soon as practicable and proceed until complete. 2. Material and Compaction a. Paved Areas: Under and within 5 feet of paved surfaces, including streets, sidewalks and driveways, backfill shall be Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. If under pavement, backfill to bottom of the subgrade. If not under pavement, backfill to within 12 inches of finished surface. b. All other areas: Backfill shall consist of suitable job excavated material placed in one foot lifts compacted to 90% Standard Proctor Density. If excavated material is unsuitable, backfill with Class A crushed stone to within 12 inches of finished surface. c. Do not place stone or rock fragment larger than 2 inches within 2 feet of pipe nor larger than l2 inches in backfill. Do not drop large masses of backfill material into trench. C. Backtllling Around Structures 1. Do not place backfill against or on structures until they have attained sufficient strength to support the loads, including construction loads, to which they will be subjected. Avoid unequal soil pressure by depositing material evenly around structure. 2. Backfill shall consist of Class A crushed stone placed in one foot lifts compacted . to 95% Standard Proctor Density unless otherwise indicated or specified. 3,07 UNAUTHORIZED EXCA VA TION: A. When the bottom of any excavation is taken out beyond the limits indicated or specified, backfill, at Contractor's expense, with Class A crushed stone compacted to 95% Standard Proctor Density. 11/00 shared\engineer\specs-ii\02220,doc 02220-5 --.------------------- ---.-.- ...-- I FILED SECTION 02270 ZOOS orc - s' , ~M 9:-25 " SLOPE PROTECTION AND EROSION CO~3\~b~lr~Ef6~A . . PART 1- GENERAL 1.01 SUMMARY: A. Placement of silt fence, erosion control mat, engineering fabric, revetment stone, and erosion stone. 1.02 REFERENCES: A. !DOT Standard Specifications. B. Iowa Department of Transportation Highway Division "Standard Road Plans Manual", latest edition. 1,03 QUALITY ASSURANCE: A. Revetment stone and erosion stone shall meet the abrasion and durability requirements of Section 4130 of the !DOT Standard Specifications. B. Engineering Fabrics (geotextile) shall be of a non-woven material and conform to the requirements of !DOT Engineering Fabric for Embankment Erosion Control. 1.04 STORAGE: A. Prior to use, geotextile shall be stored in a clean dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturer's protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements in ASTM D 4873. PART 2 - PRODUCTS 2,01 MATERIALS: . A. Except as amended in this document, the materials in this section will conform with the . following divisions and sections of the !DOT Standard Specifications: Division 41. Construction Materials. Section 4130, Revetment Stone and Erosion Stone. Section 4169. Erosion Control Materials. Section 4196. Engineering Fabrics. 02270-1 f\ l~?R~:1SEXECUTlON \l'c,C -5 .I\~ ,- . 1~~~' 3,01 TECHNIQUh"S: C' (Ri<- o" C\l'{cr~ \()ItJP<. Except as amended in this document, the work in this section wil1 confonn with the \O\!'JP<., ,. following divisions and sections of the roOT Standard Specifications: . . Division 25. Miscellaneous Construction, Section 2507. Concrete & Stone Revetment. and the following !DOT Standard Road Plans: RC-5 Wood Excelsior Mat RC-16 Silt Fence 3,02 SCHEDULE: A. Silt fence shall be installed at locations indicated on the plans immediately upon completion of grading. Wood excelsior mat shall be placed and staked in seeded areas of swales immediately followinRseeding. 3.03 GEOTEXTILE: A. Surface Preparation 1. The surface on which the geotextile is to be placed will be graded to the neat lines and grades as shown on the plans. The surface will bc reasonably smooth and tree of loose rock and clods, holes, depressions, projections, muddy conditions and standing or flowing water. B. Placement 1. Prior to placement of the geotextile, the soil surface will be inspected for quality of design and construction. The geotextile will be placed on the approved surface at the locations and in accordance with the details shown on the plans. The geotextile will be unrolled along the placement area and loosely laid (not stretched) in such a manner that it will conform to the surface irregularities when material is placed on or against it. The geotextile may be folded and overlapped to permit proper placement in the designated area. . 2. The geotextile will be joined by overlapping a minimum of 18 inches (unless otherwise specitied on the plans or by the manufacturer), and secured against the underlying foundation material. Securing pins, approved and provided by the gcotextile manufacturer, shall be placed along the edge of the panel or roll material to adequately hold it in place during installation. Pins will be steel or fiberglass fanned as a HU") "L'\ or nTH shape or contain llearsll to prevent total'penetration. Steel washers will be provided on all but the "U" shaped pins. The upstream or up- slope line will be inserted through both layers along a line through approximately the midpointof the overlap. At horizontal laps and across slope laps, securing pins will be inserted through the bottom layer only. Securing pins will be placed along a line approximately 2 inches in from the edge of the placed geotextile at intervals not to exceed l2 feet unless otherwise specified. Additional pins will be installed 02270-2 as necessary and where appropriate, to prevent slippage or moverfe~LkQ geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otlierwise specified. Z005 DEe - 5 AM 9: 25 " Should the geotextile be tom or punctured, or the overlaps disturbe~I$\eV@t1@ili< 3. . by visible damage, subgrade pumping, intrusion, or grade distlmMtl@llfl~kf0WA around the damaged or displaced area will be removed and restored to the original approved condition. The repair will consist of a patch of the same type of geotextile being used, overlapping the existing geotextile. Geotextile panels joined by overlap will have tlie patch extend a minimum of 2 feet from the edge of any damaged area. 4. The geotextile will not be placed until it can be anchored and protected with the specified covering within 48 hours or protected from exposure to ultraviolet light. In no case will material be dropped on uncovered geotextile from a height greater than 3 feet. 11/00 shared\engineer\spccs-ii\02270.doc . 02270-3 - - - --.- .- -- --- ..-- - --- ~ FILED SECTION 02520 Z005 DEe - 5 AM'9:25: ., PORTLAND CEMENT CONCRETE P A \UN'GCLERK . iOWA' CiTY, IOWA. I PART 1 - GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and compact subgrades to receive Portland Cement Concrete paving. , I B. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, joint and I cure Portland Cement Concrete roadways, parking area slabs, driveways, and sidewalks at the locations and grades noted on the plans. 1.02 REFERENCES: A. mOT Standard Specifications. 1,03 QUALITY ASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completcly familiar with the specified requirements and the methods needed for proper perfonnance of the work in this section. B. Quality testing: 1. Compressive Strength Tests. 2. Entrained Air. 3. Slump. 4. Density Tests of Base and Subgrade. 1.03 QUALITY ASSURANCE: A. Provide infonnation to the Engineer. 1. Rock and Sand Tickets . 2. Concrete Tickets 3. Admixture Verification 4. mOT Plant Certification PART 2 - PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will confonn with the following divisions and sections of the lOOT Standard Specifications: Division 41. Construction Materials. Sections 410 1 through 4122. 02520-1 FILED B. ~~gate durability class for all Portland Cement Concrete paving shall be Class 3i. ZOOSOEC - 5 ,M" . PART 3 - ~~l~:CUTION . CITY CL \GWA O>E~#fvHj&s: . A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the !DOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. Section 2111. Granular Subbase. Division 22. Base Courses. Section 220 I . Portland Cement Concrete Base. Section 22]2. Base Repair. Section 2213. Base Widening. Division 23. Surface Courses. Section 2301. Portland Cement Concrete Pavement. Section 2302, ronland Cement Concrete Pavement Widening. Section 2310, Bonded Portland Cement Concrete Overlay. Section 2316. Pavement Smoothness. Division 25. Misccllaneous Construction. Section 2512. Portland Cement Concrete Curb and Gutter. Section 2515. Removal and Construction of Paved Driveways, Section 25] 7. Concrete Header Slab. Section 2529. Full Depth Finish Patches. Section 2530. Partial Depth Finish Patches. 3.02 PROTECTION OF GRANULAR SUBBASE: A. The Contractor shall not be allowed to run construction equipment on the prepared granular subbase. Concrete delivery shall be from the side of the prepared granular subbase. 3,03 CURING AND PROTECTION OF PA VEMENT: A. Curing compound shall be applied immediately following tlnishing of the concrete, . including back of curb. 0 3,04 ENVIRONMENTAL REQUIREMENTS: A. When concrete is being placed in cold weather and temperatures may be expected to drop I below 350P, the following requirements must be met for concrete less than 36 hours old: I 24 Hour Temperature Forecast Covering I Minimum 35-320 P One layer plastic or burlap. I Minimum 31-250 F One layer plastic and one layer burlap or two layers burlap. Below 250 F Commercial insulating material approved by the 02520-2 ---- Engineer. FILED B. Concrete shall be protected from freezing temperatures until it is at least twi.Sc&&;€ oU5 AH 9: 2S ., Concrete damaged by cold weather shall be removed and replaced at tl@I}:'l'n\5'E~~ c. . expense. IOWA CITy IOWA D. Maximum allowable concrete temperature shall be 900 F. E. If concrete is placed when the temperature of the concrete could exceed 900 F, the Contractor shall employ effective means, such as precooling of aggregates and/or mixing water, as necessary to maintain the temperature of the concrete as it is placed below 900 F. 3,04 OPENING TO TRAFFIC: A. Opening to traffic, including Contractor's vehicles, will nO! be pennitted until the compressive strength of 6" dia. x 12" cylinders is at least 3,000 lb. per square inch. B. All joints in the pavement shall be cleaned and sealed prior to opening the street(s) to traffic of any kind. C. Opening to traffic shall not constitute final acceptance. 3,05 COMPLETION OF WORK: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets and sidewalks shall be finished and opened to the public as soon as practicable. B. Contractor shall notify the Engineer if weather conditions make it difficult to use Class M concrete, when specified. 3,06 DEFECTS AND DEFICIENCIES: A. Pavement containing excessive cracks, fractures, spalls or other defects shall be removed and replaced at no cost to the City. B. Pavement Thickness: Determined by random cores one, one four-inch diameter core taken for each section of approximately 1,00 square yards, C. Restore core holes by tamping non-shrink cement grout onto hole, finishing and texturing surfaces. . D. If the concrete cores taken are less than the specified thickness, by greater than 0.50":, remove and replace pavement at no cost to the City. E. Area represented by each core is one-half of the distance to the next core or to the end of the pavement. F. Additional core samples may be made and measured at the Contractor's expense to detennine the extent and severity of the pavement deficiency: minimum spacing distance between core samples - 100 feet. I L_ 02520-3 ~\\-~\) ,G. The Contractor shall be required to perform a smoothness test. All street pavements shall . .~~ Cj" ~'O meet Schedule B smoothness in accordance with the IaOOT Standard Specifications. Upon ~V'O the completion of all tests, a report shall be given to the City within three working days. . fu\l f.0.'{-.. Incentive and decentive payments shall be based on the laOOT Standard Specifications. C\\'\ C~~, \O~~ H, Surface correction will be required to meet the smoothness specified. . \O\N~ 12/05 shared\engineer\specs-ii\02520,doc . 02520-4 SECTION 02524 F/!_FD 2005 DEe - 5 '1' AM '9: 25 . CURB RAMPS CiTY CLERK . PART 1 - GENERAL IOWA CIT'f, IOWA 1,01 SUMMARY: A. Construct sidewalk curb ramps to meet ADA specifications. 1,02 REFERENCES: A. Americans with Disabilities Act (ADA): Accessibility Guidelines tor Buildings and Facilities. B. City oflowa City Design Standards. C. Iowa DOT ADA Curb Ramp Compliance (Alterations) - (1IA-4) D. L.M. Scofield Company Tech- Data Bulletin A-I04.10. E. L.M. Scofield Company Tech - Data Bulletin A-514.02. F. L.M. Scofield Company Guide G-I 07.02. G. ASTM C309 - Liquid Membrane Forming Compounds for Curing Concrete. H. Armor-Tile Cast-In-Place TactilelDetectable Warning Surface Tile. 1. Figures section of specifications. ],03 QUALITY ASSURANCE: A. Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of curb ramp construction. B. Slope measurements. Newly constructed curb ramps and sidewalks not meeting the slope . rcquirements will be, at the Engineer's discretion, removed and replaced at the Contractor's expense. . 1.04 SUBM1TTALS: A. Comply with Section 01310. B. Comply with Section 02520. 1.05 DELIVERY, STORAGE AND HANDLING: A. Deliver material in unopened containers with labels identifying contents attached. 02524-1 F~LEQowdered materials shall be kept dry and under cover. Protect liquid material from ,ZOOS DEC -5 freezint Expired materials shall not be used. AI'! 9: 2 1.06 PROJECT CONDITIONS: CITY CLERK . IOWA .cITY, .~\l\!Ay witli ACI requirements for cold and hot-weather concrete work. . B. Pre-Installation Meeting PART 2 - PRODUCTS 2,01 MATERIALS: A. Concrete: Reference Section 2520. B. Water: Fresh, clean and potable. C. Stamped Truncated Domcs 1. Colored Hardener: a. Lithochrollle Color Hardner by L.M. Scofield Company. b. Color: Tile Red (A-28). c. An integral coloring agent may be submitted for approval as an alternative to topical coloring agents. 2. Bonding Agent: Product known to enhance adhesion to concrete. 3. Curing Compound: a. Lithoclirome Colorwax by L.M. Scofield Company. b. Color: Tile Red (A-28). 4. Tnmcated dome stamp for curb ramps shall be Cobblecrete ADA concrete texturing tool or [ncrete ADA Tactile Detectable Warning System stamping tool or approved equal. . D. Cast-In-Place Tactile/Detectable Warning Surface Tile 1. Color: Brick Red Color shall be homogeneous throughout the tile. . 2. Dimensions: Length and Width: 24" x 48" nominal or width of sidewalk Depth: 1.400" +/- 5% max. Face Thickness: 0.1875 +/- 5% max. Warpage of Edge: +/- 0.5% max. 3. Vitrified Polymer Composite cast-in-place tiles shaH be Annor-Tile Cast-in-Place Tactile/Detectable Warning Surface Tiles or approved equal. 02524-2 - -- -- ---- -- -- - -- -- -- --- --- ---- ----- - -- -- ------- -- -- -- -- --- -- -- - - -- E. Prefabricated tiles or pavers may be submitted for approval as ,fn ~?~} to stamped concrete. PART 3 - EXECUTION 2005 DEe -5' Mt9: 26.- , CITY CLERK 3.01 TECHNIQUES: IOWA CITY, . IOWA . A. Except as amended in this document, the work in this section will conform with the Iowa DOT ADA Curb Ramp Compliance (Alterations) - (lIA-4) and the following sections of the Americans with Disabilities Act (ADA) ;Z;;C Accessibility Guidelines for Buildings and Facilities. Section 4. Accessible Elements and Spaces: Scope and Technical Re- quirements Section 14. Public Rights-of-Way 3,02 SLOPES: A. Cross slope refers to the slope that is perpendicular to the direction of travel. Running slope refers to the slope that is parallel to the direction oftravel. B. Curb ramp cross slopes should be no greater than 1:48 or 2% to a level planc. C. Curb ramp running slopes should be no greater than 1: 12 or 8.33% to a level plane unless existing conditions do not pemlit and layout is approved by the Engineer. Curb ramp running slope should be no less that 1:48 or 2.08% to a level plane. 3,03 PORTLAND CEMENT CONCRETE THICKNESS: A. 6-inch thick P.C.c. will be placed at all curb ramps unless otherwise directed by the Engineer. B. 4-inch thick P.C.C. will begin 4 feet off back of curb adjacent to the 6-mch P.C.c. section, unless otherwise specified by the Engineer. 3,04 W1DTHS: A. Curb ramps widths will be 4 feet unless otherwise necessary to match existing sidewalk for . continuity. The minimum allowable width [or curb ramps is 3 feet. Four-foot or matching widths are clear widths and do not include the flared sides or curved sides of a curb ramp. . All proposed curb ramp widths other than 4 feet wide need approval by the Engineer. 3,05 CURB RAMPS GEOMETRICS: A. Different curb ramp types are shown in the plans. This project may include these or other curb ramp types not shown. Existing site conditions may requirc that alterations be made to proposed curb ramp design in order to provide a "best-fit". Quantity changes due to these alterations will be paid for per the unit price quoted on the Form of Proposal. B. The 6-inch curb bordering the curb ramp is considered part of the curb ramp and is accounted for in the Form of Proposal estimated quantities. 02524-3 G~~6E~XTURED SURFACE: -5 -Af.' 9: 20 1~~5 OEe . . All sidewalk curb ramps designated by the Engineer or plan drawings shall be constructed Cll:JiK with truncated domes conforming to ADA specitications. , CITY , . IOWA C\TYB:\OW~etectable warning surfaces shall extend 24 inches in the direction of travel and the full . width of the curb ramp. C. Detectable warning surfaces should be located so that the edge nearest the street is 6 inches minimum and 8 inches maximum from the curb line. 3,07 INSPECTION: A. Verify that subgrade is installed according to specifications and is free of conditions that could be detrimental to performance of colored concrete. 3.08 COLORING: A. Concrete color finish will only be placed on the 6-inch thick first panel (approximately 24" x 48"01' width of sidewalk) or as specified by the Engineer. 3,09 LOCATIONS: A. Curb ramps are to be located directly across a street, alley or driveway [rom another existing or proposed curb ramp or sidewalk unless existing site conditions prevent this or are otherwise specified by the Engineer. 3,10 INSTALLATION: A. Concrete: Place and screed to required elevations as specified in Section 02520. B. Apply truncated domes per manutacturer's specifications. C. Protect concrete from premature drying, excessive hot or cold temperature and damage. D. Curing Compound: Apply per manufacturer's guide for rate and method. . 2/04 S:\Eng\mJsterspecs\02524-withTiles.doc . 02524-4 FILED SECTION 02700 20050Ee -5. AM 9: 26, . . . CITY CLERK SEWERS . IOWA CITY IOWA . PART 1 - GENERAL 1,01 SUMMARY: A. Construction of piping and structures for the collection and transmission of wastewater and storm water. 1.02 REFERENCES: A. Reinforced Concrete Pipe - For Sanitary and Storm Sewers 1. ASTM C76, latest edition, Standard Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe. 2. ASTM C443, latest edition, Standard Specification for Joints for Circular Concrete Culvert and Sewer Pipe, Using Rubber Gaskets. 3. ASTM C361, latest edition, Standard Specification for Reinforced Concrete Law- Head Pressure Pipe. B. Reinforced Concrete Arch Pipe - For Stoml Sewers 1. ASTM C506, latest edition, Specification for Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe. C. Vitrified Clay Pipc 1. ASTM C700, latest edition, Standard Specification for Vitrified-Clay Pipe, Extra Strength, Standard Strength, and Perforated. 2. ASTM C425, latest edition, Standard Specification for Compression Joints for Vitrified-Clay Pipe and Fittings. D, Ductile Iron Pipe . 1. ANSVAWWA-A21.5/CI51, latest edition, Ductile-Iron Pipe, Centrifugally Cast in . Metal Molds or Sand-Lined Molds, for Water or Other Liquids. 2. ANSI/ A WW A- A21.50/CI50, latest edition, Thickness Design of Ductile-Iron Pipe. 3. ANSVAWWA-A21.53/CI53, latest edition, Ductile-Iron Compact Fittings, 3 in. tluough 16 in., for Water and Other Liquids. 4. ANSV A WW A-A21.1IlCIII, latest edition, Rubber-Gasket Joints for Ductile-Iron Pipe and Gray-Iron Pressure Pipe and Fittings. 02700-1 F\ LED 5. ANSIIA WW A-A2l.4/C104, latest edition, Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. 'EC :"S',.M~ 9: 26 100S \) E. Poly Vinyl Chloride (PVC) Pipe - For Sanitary Sewer Service Lines . \cj~~'{C~l~~WA . ASTM 01784, latest edition, Specification tor Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds ", 2. ASTM D2321, latest edition, Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 3. ASTM D2729, latest cdition, PVC Sewer Pipe and Fittings 4. ASTM D3034, latest edition, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings 5. ASTM D32l2, latest edition, Specification for Joints tor Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals F. PVC Truss Pipe - For Sanitary Sewers 1. ASTM 01784, latest edition, Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 2. ASTM D232l, latest edition, Recommended Practiice for Underground Installation of Flexible Them10plastic Sewer Pipe, 3. ASTM D2680, latest edition, Standard Specification for Acrylonitrile-Butadiene- Styrene (ABS) and Poly(Vinyl Chloride) (PVC) Composite Sewer Piping 4. ASTM F477, latest edition, Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe G. M anho les 1. ASTM C478, latest edition, Standard Specification for Precast Reinforced Concrete Manhole Sections. H. Intake Structures 1. lOOT Standard Specifications. 2. Iowa Department of Transportation Highway Division "Standard Road Plans Manuall!, latest edition. . 1,03 QUALITY ASSURANCE: A. All products will meet or exceed the minimum standards specified in the applicable references listed in the previous subsection. B. All suppliers of reinforced concrete pipe and manholes must be certified by the Iowa Department of Transportation. 02700-2 C. Reinforced concrete pipe shall be manufactured by such means to minimFz~ h~~ I~ist. Pipe displaying cage twist in excess of 30 degrees, as demonstrated by the form seam, will be rejected. 2005 DEG ..: 5 AM 9= 26 . D. Details of gasket installation and joint assembly are subject to accePtanc(71)he,Ergi~eer. . E. All materials judged to be of poor quality will be marked by 'the ~9,~~l;;~Yp~/Q~ removed from the site by the Contractor and replaced with new. F. All pipe must pass the leakage tests specified in Part 3 of this section. 1,04 SUBMITTALS: A. Concrete Pipe: Submit current Iowa Department of Transportation certification. B. Vitrified-Clay Pipe: Submit shop drawings of gasket installation and joint assembly. C. Shoring: Submit plans for all shoring, excluding trench boxes, certified by a professional engineer registered in the State of Iowa. This submittal will not be reviewed for structural adcquacy by the City. PART 2 - PRODUCTS 2.01 MATERIALS: A. Reinforced Concrete Pipe - For Sanitary and Storm Sewers 1. Joints: All joints will be confined O-ring gasket meeting ASTM C443 or ASTM C361, as specified. All pipe 36-inch diameter and smaller will have bell and spigot joints. Pipe larger than 36-inch diameter may have tongue and groove joints. 2. Wall Thickness: Minimum wall thickness will be B-wall as defined in ASTM C76 or Class C25 as defined in ASTM C36l. 3. Pipe Strength: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76 or as defined in ASTM C361. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reintorcement is used, the top shall be marked on the outside of the pipe. . 5. Lift holes are not allowed. . 6. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline ofthe pipe. B. Reinforced Concrete Pipe - For Storm Sewers 1. Joints a. Circular pipe: All joints will be confined O-ring or protile gasket meeting ASTM C443. All pipc 36-inch diameter and smaller will have bell and spigot joints. Pipe larger than 36-inch diameter may have tongue and 02700-3 -- f\LEO groove joints. :1~~~ pEe - 5 ~" 9: 'lo Arch pipe: All joints will be sealed with mastic butyl rubber-based sealant b. \\ mecting the requirements of AASHTO MI98-75, Type "B". Wrap erN Cl'CR O'NI\ extcrior of each joint with engineering fabric. . N\!I\ C\"\'{ \ \0 2. Wall Thickness . a. Circular pipe: Minimum wall thickness will be B-wall as defined in ASTM C76. b. Arch pipe: Minimum wall thickness as defined for in ASTM C506. 3. Pipe Strength a. Circular pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76. b. Arch pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III A as defined in ASTM C506. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. 5. Lift holes are not allowed. 6. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline of the pipe. C. Vitrified Clay Pipe 1. Joints: Shop drawing of gasket installation and joint assembly, subject to approval of the Engineer. 2, All pipe shall be "extra strength" as defined by ASTM C700. 3. Minimum Bedding - Type B per ASTM Cl2 with compacted granular material to the springline of the pipe. - D. Ductile Iron Pipe 1. Joints: Use push on joints unless otherwise specified on the plans. . 2. Thickness: Unless otherwise indicated or specified, use Class 52. 3. Lining and Coating: a. Inside of pipe and fittings: Double thickness cement lining and bituminous seal coat conforming to ANSI A21A. b. Outside of pipe and fittings: Standard bituminous coating confomllng to 02700-4 appropriate ANSI. FILED 4. Minimum Bedding ~ Type 5 per ANSI/AWWA C150/A1fimfr;DH!i\hS:olWla~~'26 granular material to thc springline of the pipe. .- CITY CLERK E. PVC Truss Pipe - For Sanitary Sewers IOWA CliY, IOWA - 1. All PVC truss pipe shall be made of PVC compound having a minimum cell classification of 12454 as defined in ASTM 01784. 2. Joints: Gaskets shall comply with all requirements in ASTM F477 and F913. Joint shall meet the requirements of ASTM 0 2680 and ASTM 03212. 3. Pipe shall have a minimum pipe stiffness of 200 psi at 5% deflection. 4. Minimum Bedding - Crushed stone encasement to the top of the pipe. The minimum bedding depth shall be as specified on the plans, If not specified, the minimum bedding depth shall be 4" below the pipe. F. Poly Vinyl Chloride (PVC) Pipe - For Sanitary Sewer Service Lines 1. All PVC pipe shall be manufactured in accordance with ASTM 03034. 2. Joints: ASTM 03212 gasketed. 3, All 4" and 6" services shall be SOR 23.5. 4. Minimum Bedding - Crushed stone encasement to 6" above pipe. The minimum bedding depth shall be as specified on the plans. If not specified, the minimum bedding depth shall be 4" below the pipe. G. Corrugated Plastic Pipe for Subsurface Drainage 1. Corrugated PVC with a smooth interior wall shall meet the standards of ASTM F949 and be constructed of resins meeting the requirements of ASTM 01784, cell class 12454B. 2. Corrugated HOPE with a smooth interior wall shall meet the standards of AASHTO M-252 and M-294. 3. Minimum Bedding - Orainable stone encasement to 6" above pipe. . H. Manholes . 1. Joints: All joints will be confined O-ring or profile gasket meeting ASTM C443. 2. No lift holes tln'Ough the entire wall. 3. Mark date of manufacture. 4. Inverts: Precast and cast-in-place inverts must provide a channcl at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in directions of inverts shall be smooth and rounded to the 02700-5 F\ lED maximum extent possible to supplement flow through the manlioles. 1U05 DEe ...;5 ~t\ 9:.2.-0 5. All manholes are 4-foot diameter unless noted otherwise. C\IY CLERK 6. Manhole frame and lid to be Neenah R-1670, self-sealing, East Jordan 1117, " IOWA crfY, IOWA self-sealing or approved equal. If in paved area, casting shall also be non-rocking. - 7. Manholes in paving shall have an interior Cretex chimney seal (or approved equal) that spans from the casting to the cone section. I. Bedding: 1. Granular bedding material shall consist of porous backfill material, !DOT Standard Specification Section 4131 and Section 4109, Gradation No. 29. PART 3 - EXECUTION 3.01 INSTALLATlONOFPlPE: A. Inspect before installation. Remove and replace defcctive sections. B. Alignment and Grade 1. Install to line and grade indicated on plans using laser and check elevation as required to maintain grade. 2. Driving down to gradc by striking or with exceSSIve force from excavating equipment is not allowcd. 3. Blocking the pipe to grade with wood, stones or other materials is not allowed. C. Bedding 1. Support on compacted granular bedding material using the type of bedding sp'ec'ified on the plans. If no bedding is specified, use the minimum bedding specified in Part 2 of these specifications. 2. Place bedding material to ensure that there are no voids under or alongside the length of the pipe. Slice with shovel to remove voids. Compact with pneumatic equipment. - 3. Hand shape bell holes so that only pipe barrel receives bearing pressure. . D. Connections 1. A-LOK shall be used for all sanitary sewer connections to manholes unless approved by the Engineer. 2. Subdrains shall be connected to stann sewer intakes and manholes using !DOT standard intake outlet detail RF-19C. CMP outlet shall be used unless approved by the Engineer. 02700-6 E. Jointing FILED 1. Clean and lubricate all joints prior to assembly. 200S Dte -'5 AM 9: 26 , ,. 2. Join per mapufacturer's recommendations. CITY CLERK - . 3. Suitable couplings shall be used for jointing dissimilar maAQ\IMA CITY, IOWA ' F. Backtill as specified in Section 02220. G. Clean pipeline upon completion, H. Tolerances 1. Any deviation in a sewer pipes section more than 1/8 inch per foot of pipe diameter from the horizontal or vertical alignment, as established by the Engineer, will not be allowed; and all sewer laid incorrectly, as determined by the Engineer, must be relaid at the Contractor's expense. This tolerance in grade will be allowed only if the sewer is designed at a slope sufficient to prevent backfall when its limits are reached. Under no condition will a sewer be accepted when one or more pipe lengths have been installed without Hfall". 2, Thc completed sewer must be laid so nearly in a perfect line that an ordinary electric lantern held at center of the sewer at a manhole may be wholly visible to the eye at the level of the sewer at the next manhole. 3. Sags and reverse slope on gravity pipe is prohibited. Remove and relay pipe to proper grade. 3,02 TESTING OF PIPE: A. Lamp all pipe to visually inspect for defects and debris. B. Leakage Tests: Perform leakage tests on all sanitary sewers as follows: 1. Perform after completion of backfill. 2. Perforn1 after groundwater has returned to normal level. 3. Furnish test plugs, water pumps, appurtenances, and labor. Install bulkheads for . testing and weirs for measurement as necessary. Groundwater elevation from observation wells or excavations are subject to acceptance by the Engineer. . a. If groundwater is more than two foot above top of pipe at upper end, conduct infiltration or low-pressure air tests. If maximum pressure exerted by groundwater is greater than 4 psig, conduct infiltration test. b. If groundwater is less than two foot above top of pipe at upper end, conduct ex filtration or low-pressure air tests. c. If pipe is larger than 27-inch, air test is not allowed. 4. Exfiltration or infiltration test performed on sections of approved length (maximum 02700-7 -------- f\ Lt,O V,-mile for sewcrs) and before connection to buildings. Low-pressure air tests 9' '2. () perfonned on manhole-to-manhole sections of pipeline. c GEe -'5 1\\'\ '-. l~U~ . 5. Low-pressure air test: . :f'{ Cl'CBIZ .,' C\ . C'\"" \O"Nf>.. a. Equipment \O"NA ,,\1, ~ (l) Designed for testing sewers using low-pressure air. (2) Provide air regulator or safety valve so air pressure does not exceed 8 psig. (3) All air through single control panel. b. Procedure (1) Perform from manhole-to-manhole after backfill. (2) Place pneumatic plugs: (a) sealing length: equal to or greater than pipe diameter, (b) capable of resisting internal test pressure without external bracing or blocking. (3) Introduce low-pressure air into sealed line and achieve internal air pressure 4 psig greater than maximum pressure exerted by groundwater above pipe invert. (4) Limit internal pressure in sealed linc below 8 psig. (5) Allow two minutes lll1mmum for air pressure to stabilize. Disconnect low-pressure air hose from control panel. (6) Acceptable Test Result: (a) Minimum time for pressure to drop from 3.5 to 2.5 psig greater than maximum pressure exerted by ground water above pipe invert Pipe diameter Time in in inches Minutes 4.' 2.0 . 6 3.0 . 8 ~o . 10 5.0 12 5.5 15 7.5 18 8.5 21 Ion 24 115 27 13.0 (b) Minimum allowablc time for sewers with more than one 02700-8 1 size of pipe: based on largest diameter redY;44Jt ej I mill. 2QD5 DEe ~:5 M 9-' 26 (c) If groundwater level at time of testing IS a60ve the s 1',' ~ , air pressure shall be increased 0.43 psig ~J.Thirl~r groundwater is above the flow line oftl5' . C G I:: K - . In; IOWA c. If pressure drop exceeds l.O psig during the test period, the test shall be considered to have failed. Locate and repair leaks and retest as required. 6. Infiltration Test , a. Dewater and conduct test for at least 24 hours. b. Locate and repair leaks, and retest as required. c. Allowable inflltration, including manholes, fittings, and connections: maximum 200 gallons per inch diameter per mile per 24 hours. 7. Exfiltration Test ) a. Subjcct sewers to internal pressure by: (l) plugging the inlet of the upstream and downstream manholes, (2) filling sewer and upstream manhole with clean water until the water elevation in the manhole is two feet above top of sewer, or two feet above the existing ground water in the trench, whichever is tlie higher elevation. b. Use suitable ties, braces, and wedges to secure stoppers against leakage from test pressure, where conditions between manholes may result in test pressure causing leakage. c. Rate of leakage Irom sewer: Determined by the amount of water required to maintain the initial water elevation for one hour from the start of the test. d. Allowable exfiltration same as allowable infiltration. If the average head above the section being tested exceeds two feet above top of pipe, then the allowable exfiltration can be increased by 5% for each additional foot of head. e. Modification to this test only as approved by the Engineer. f Locate and repair leaks and retest as required. . C. Det1ection Tests: Perfoon det1ectiort tests on all PVC truss sewers as follows: 1. The mandrel (go/no-go) devicc shall be cylindrical in shape and constmcted with nine (9) evenly spaced arms or prongs. The mandrel dimension shall be 95% of the t1exible pipe's published ASTM average inside diameter. Allowances for pipe wall thickness or ovality (from shipment, heat, shipping loads, poor production, etc.) shall not be deducted from the ASTM average inside diameter, but shall be counted as part of the 5% allowance. The contact len!,>\h of the mandrel's arms shall equal or exceed the nominal diameter of the sewer to be inspected. Critical mandrel 02700-9 - -..- f\ LED dimensions shall carry a tolerance of 010.001 ". Proving rings shall be available. lUUS OEe -5 ~f\.. 9: 2& 2. The mandrcl inspection shall be conducted no earlier than 30 days after reaching , ' , final trench backfill grade provided, in the opinion of the Engineer, sufficient water crT'< CLERK densification or rainfall has occurred to thoroughly settle the soil throughout the . " IOWA Cln'." IOWA entire trench depth. Short-term (tested 30 days after installation) deflection shalt not exceed 5% of the pipe's average inside diameter. The mandrel shalt be hand . . pulled by the Contractor through all sewer lines. Any sections of the sewer not passing the mandrel test shall be uncovered and the Contractor shall replace and recompact the embedment backfill material to the satisfaction of the Engineer. These repaired sections shall be retested with the go/no..go mandrel until passing. 3. The Engineer shall be responsible for approving the mandrel. Proving rings may be used to assist in this. Drawings ofthc mandrel with complete dimensioning shall be furnished by the Contractor to the Engineer for each diameter and type of flexible pIpe. 3,03 CONSTRUCTION AND INSTALLATION OF MANHOLES; MANHOLE BOXES AND INTAKE STRUCTURES: A. Set bases true to line and elevation on minimum six-inch granular backfill material. B. Install O-ring or profile gasket in joints between sections confonning to manufacturer's standard. C. Cast in place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in direction shall be smooth and rounded to the maximum extent possible to supplement flow through the structure. D. Plug holes for handling with mortar. E. Lay grading rings in full bed and joint of mortar without subsequent grouting, flushing or filiing; bond thoroughly. F. Set frames with top contonning to finished ground or pavement surface as indicated and directed. Grading rings plus the frame height shall not exceed 24 inches. G. Set frames in filll bed of RAM-NEK or cqual to fill and make watertight space between masonry top and bottom flange of frame, .- H. Backfill as specified in Section 02220. . 1. Clean manhole upon completion. . J. Inspe~t for visible lcaks after groundwatcr has retumed to normal level. Repair leaks. 3.04 MAINTENANCE OF FLOW: A. Storm Sewers: At the end of each working day, the Contractor shall reestablish the full capacity of any drainage system affected by construction. Diversion of storm water into the sanitary sewer system is not allowed. 02700-10 I B. Sanitary Sewers: The Contractor shall at all times maintain full capacity ifiH...E~ sewer system and protect the system from storm water. I . . Z005 DEe - ~ Ath,~: 26 I I, C. If pumps are used for the diverSIOn at flow, the Contractor shall have a stand. y p '", readily at hand, The Contractor shall provide the Police Department and i~P~~~ the Iowa City Wastewater Treatment Plant with phone numbers w~~ e~b i - , person may be reached 24 hours a day to make immediate repairs a I' pla ~ Ie' t MIA case of diversion system failure. Diversion of sanitary sewage to storm sewers or waterways is not allowed. 3.05 CONFLICTS A. Provide temporary support for existing water, gas, telephone, power or other utilities or services that cross the trench. B. Compact backfill under the existing utility crossing as specified in Section 02200. C. Separate gravity sewers from water mains by horizontal distance of at least 10 feet unless: 1. Top of sewer is at least 18 inches below the bottom of the water main. 2. Sewer is placed in separate trench or in same trench on bench of undisturbed earth with at least three feet separation form the water main. D. Use water main materials for gravity sewers with less than j 0 feet of liorizontal distance and top of the sewer less than 18 inches below the bottom of the water main; maintain a I I linear separation of at least two feet. I I E. Where gravity sewer crosses over water main or service or where the top of sewer is less I than 18 inches below the bottom of the water main or service, the following requirements I shall apply: 1. The sewer may not be placed closer than 6 inches below a water main or l8 inches above a water main. The separation distance shall be the maximum feasible in all cases. 2. Use 20.foot length of water main material as specified for gravity sewer centered on the water main. Both joints shall be located as far from the water main as possible. 3. The sewer and the water main must be adequately supported and have watertight joints. - Backfill trench with low permeability soil for the 20-foot length centered on the 4. .. crossmg. .. F. Sanitary sewer force mains and water mains shall be separated by a horizontal distance of at least 10 feet unless: I 1. The force main is constructed of water main material meeting a minimum pressure I rating of 200 psi. I I 2. The force main is laid at least four linear feet from the water main. 06/03 I shnreJlengincer\specs-ii\02700.doc I 02700-11 FILED SECTION 02900 2005 DEe.,. 5 AM 9: 26 .~ LANDSCAPING . CITY CLERK -, IOWA CITY, IOWA PART 1- GENERAL 1.01 SUMMARY: A. Plantings (trees, shrubs, seed and sod), including soil preparation, finish grading, landscape accessories and maintenance. 1.02 QUALITY ASSURANCE: A. The fitness of all plantings shall be determined by the Engineer and/or the City Forester with the following requirements: 1. Nomenclature: Scientific and common names shall be in conformity with V.S.D.A. listings and those of established nursery supplies. 2. Standards: All trees must confonn to the standards established by the American Association of Nurserymen. B. The Contractor shall repair or replace all plantings which, in the judgment of the Engineer and/or City Forester, have not survived and grown in a satisfactory manner for a period of one year after City Council acceptance of the project. 1.03 SUBMITTALS: A. Certify that all plantings are free of disease and insect pests. Certificates shall be submitted to the Engineer and/or City Forester. B. Submit certitication of seed mixtures, purity, genninating value, and crop year identification to the Engineer. 1.04 DELIVh1?Y, STORAGE AND HANDLING: A. Protect all plantings in transit to site to prevent wind burning of foliage. '. , B. Set all balled and burlapped trees and shrubs, which cannot be planted immediately, on ground and protect with soil, wet peat moss or other acceptable material, and water as required by weather conditions. C. Keep container grown trees and shrubs, which cannot be planted immediately, moist by adequate watering. Water before planting. 02900-1 B\kffi - PRODUCTS 7.0050[€.IJ.Q' ~E~~NDSHRUBS: erN CL'ARK ;,[rees and shrubs shall be vigorous, healthy, well-formed, with dense, fibrous and large root ~. ICNIJA CIT'<, lOW ystems and free of insect or mechanical damage, " ,- B. All trees and shrubs, except those specified as container grown, shall be balled in burlap with root ball formed of firm earth from original and undisturbed soil. At a minimum, 80% of all plantable containers shall be rcmoved during planting. C. All trees shall display the following fonn and branching habits: I. Free of branches to a point at 50% of their height. 2. Contain a minimum of six (6) well placed branches, not including the leader. D. Trees shall be measured when branches are in their normal position. Caliper measurement shall be taken at a point on the trunk six inches (6") above ground. E. Trees which have no leader or have a damaged or crooked leader, or multiple leaders, unless specitied, will be rejected. Trees shall be freshly dug. 2.02 SEED: Minimum Proportion Lbs.l Lbs.l Mix by Weight Acre 1,000 sq,ft, URBAN MIX' Kentucky Blue Grass 70% 122.0 2.80 PereIUlial Rygrass (fine leaf variety) 10% 18.0 0.40 Creeping Red Fescue 20% 35.0 0.80 RURAL MIX' Kentucky 31 Fescue 54% 25 0.57 Switchgrass (Black Well) l7% 8 0.18 Alfalfa (Northern Grown) 11% 5 0.11 Birdsfoot Trefoil (Empire) 9% 4 0.09 Alsike Clover 9% 4 0.09 · A commercial mix may be used upon approval of the Engineer if it contains a high percentage of similar grasses. " I , 2,03 SOD: A. Grass and sod established, nursery grown Kentucky or Merion Bluegrass sod, vigorous, well rooted, healthy turf, tree trom disease, insect pests, weeds and other grasses, stones, and any other hannful or deleterious matter. B. Sod harvested by machine at unifonn soil thickness of approximately one inch but not less I than 3/4 of an inch. Mcasurement tor thickness excludes top growth and thatch. Prevent tearing, breaking, drying or any other damage. 02900-2 2,04 LIME AND FERTILIZER: FILED A. Ground agriculture limestone containing not less than 85 percenn%~~PcargonDt/&;.9: 2 ~ . Fertilizer shall contain tlie following percentages by weight or aSIt5WJ~ 19lttrclker: 1 B. .' A CI Y OWA ... Nitrogen* - 15% Phosphorus - 15% ,Potash - 15% * At least 50 percent of nitrogen derived from natural organic sources of ureaform. PART 3 - EXECUTION 3,01 PLANTING TREES AND SHRUBS: A. Planting Season and Completion Date: I Trees: Spring - March 30 through May IS Fall - Scpt. 18 through Nov. 18 2. The Contractor may plant outside the limits of such dates with permission of the City Forester. The City Forester may stop or postpone planting during these dates if weather conditions are sucli that plant materials may be adversely affected. B.. The planting shall be performed by personnel familiar with the accepted procedures of planting and under the constant supervision of a qualified planting supervisor. C. Tree and Sh.1Ub placement shall be as shown on the plans. . D. Contractor shall inform the City Forester of the starting date and location. All planting soil must be approved by tlie City Forester before use. E. Excavate with vertical sides and in accordance with following requirements: 1. Excavate tree pits to a minimum of two feet greater in diameter than root ball of tree and sufficiently deep to allow for a minimum of 6 inches of planting soil mixture below root ball. 2. Plant shrubs in pits 12 inches greater in width than diameter of root ball or container and sufficiently deep to allow for a minimum of 6 inches of planting soil . mixture below root ball. '. 3. Do not use auger to excavate planting pits. '" F. Sct trees and shrubs in center of pits, align with planting plan, plumb and straight and at elevation where top of root ball is one inch lower than surrounding finished grade after settlement. G. Compact topsoil mixture thoroughly around base of root ball to fill all voids. Cut all burlap and lacing and remove from top one-third of root ball. Do not pull burlap from under any root ball. Backfill tree and shrub pits halfway with planting soil mixture and thoroughly puddle before further backfIlling tree or shrub pit. Water tree or shrub again when backlill operation is complete. 02900-3 -- - r\L\:.DH. Rake bed area smooth and neat. Mulch all tree pits ~nd shrub beds with a minimum ofthree . '2."mches of hardwood mulch whJch has been approvea by the City Forester. S f>."'~: " 1\)\)~ Qt.e i02 PLANTING SOIL MIXTURE: CLt.~~ . ," C\T'I C\T'I,A\O\N~acktill material for plantings shall be a mixture of 2/3 loose friable topsoil and 1/3 clean "__ \O\NP-- sand. All backfill shall have a uniform appearance and shall be loose, friable, and free of v. hard clods and rock over two inches in diameter. 3,03 SEED, FERTILIZE, LIME AND MULCH: A. Apply lime by mechanical means at rate of 3,000 pounds per acre. B. Apply fertilizer at rate of 450 pounds per acre. C. Seed Areas: 1. Remove weeds or replace loam and reestablish finish grades if any delays in seeding lawn areas allow weeds to grow on surface or loam is washed out prior to sowing seed. This work will be at the Contractor's expense. 2. Sow seed at rate of 175 pounds per acre on calm day, by mechanical means. Sow one-half of seed in one direction, and other one-half at right angles to original direction. 3. Rake seed lightly into loam to depth of not more than ;I.-inch and compact by means of an acceptable lawn roller weighing 100 to 150 pounds per linear foot of width. 4. Hydro-seeding may be used upon approval of the Engineer. D. Water lawn area adequately at time of sowing and daily thereafter with fine spray until germination, and continue as necessary throughout maintenance and protection period. E. Seed during approximate time periods of April ] to May 15 and August 15 to September 15, and only when weather and soil conditions are suitable lor such work, unless otherwise directed by the Engineer. F. All areas requiring mulch shall be mulched as soon as seed is sown and final rolling is completed, Mulch shall be evenly and unifonnly distributed and anchored into the soil. The application rate for reasonably dry material shall be approximately] Y, tons of d!y cereal straw, two tons of wood excelsior, or two tons of prairie hay per acre, or other approved material, depending on the type of matcrial furnished. All accessible mulched areas shall be consolidated by tilling with a mulch stabilizer, and slope areas shan be tilled on the contour. Crawler-type or dual-wheel tractors shall be used for the mulching operation. Equipment shall be operated in a manner to minimize displacement of the soil and .' disturbance of the design cross section. . '" G. Apply additional care as necessary to ensure a hearty stand of grass at the end of the one- year maintenance period. 3.04 SOD: A. Install sod not more than 48 hours after cutting. Stake all sod as necessary to prevent erosion before establishment. B. Apply lime by mechanical means at a rate of 3,000 pounds per acre. 02900-4 ~ - C. Apply fertilizer at a rate of 450 pound per acre. FIL.ED D. Remove weeds or replace loam and reestablish finish grade~OO5tlJ@t aI5 a~f1ctgla2tin soddmg. "- . CITY CLERK .. E. Rake area to be sodded. IOWA CITY, IOWA ... F. Roll sod to establish smooth, uniform surface. G. Water area adequately at time of sodding and continue as necessary throughout maintenance period. H. Sod during approximate time periods of April I to May 15 and August] 5 to October] 5, and only when weather and soil conditions are suitable for such work, unless otherwise directed by the Engineer. I. Apply additional care as necessary to ensurc a hearty stand of grass at the end of the one- year maintenance period. 3,05 MAINTENANCE - ALL PLANT/NGS: A. Begin maintenance immediately and continue maintenance until tinal acceptance of work. Water, mulch, weed, prune, spray, fertilize, cultivate and otherwise maintain and protect all plantings. B. Maintain sod and seed areas at maximum height of 21, inches by mowing at least three times. Weed thoroughly once and maintain until time of final acceptance. Reseed and refertilize with original mixtures, watering, or whatever is necessary to establish, over entire area, a close stand of grasses specified, and reasonably free of weeds and undesirable grasses. C. Reset settled trees and shrubs to proper grade and position, and rcmove dead material. D. All plantings shall be guaranteed for a period of one year after by City Council acceptance of the project. E. The Contractor shall supply all water tor planting and maintenance. Water may be obtained at the Contractor's expense at the bulk water fill station located at 1200 S. Riverside Drive. All water must be paid for in advance at the Civic Center, 410 E. Washington Street. . . , 4' ] 1100 sharedlengineer\specs-ii\0290Q,doc 02900-5 - " ~ 0 a: "u Fll-O ~.~ OJe Johnson County, Iowa t '0. $~ 2005 DEe - 5 AN 9: I 9 &JiG e> wo .o~ -a. CITY ClfRK 0.s ''''''''@,,~ - ~ '5 :.-0 CITY OF IOWA CITY DEPARTMENT of PUBLIC WORKS iOWA CITY, -IOWA ,OJ ^' l . , South Gilbert Street Sand Road Improvement Project - Location Map Mileage Summary Index Title Sheet 1 LOCA nON UN. FT. MILES Legend and General Information 2 SOUTH GILBERT STREET - SAND ROAD Typical Cross Sections 3 STA. 250+00.00 TO 293+42.00 4,342.00 0.82 Construction Details 4 McCOLLISTER BOULEVARD Traffic Control 5 STA. 28+00.00 TO 31+29.87 329.87 0.05 Estimate of Quantities; Tabulations 6-9 TOTAL lENGTH OF PROJECT 4,571.87 088 Pollution Prevention Plan 10 Intersection Detail and Jointing Plan 11 Plan and Profile 12-16 Cross Sections 17-23 Standard Road Plans !he lollollilg Slorldord Rood Plcms sholl be cCIlsidered applicable lG crostrudiOllllork OIl this pro~cl. I hereby certify thol this engineering document wos prepared by me NUMBER DATE NUMBER DATE NUMBER DATE ",'''''''',,,/, 0' under my die,ect personol supe'vision and thai I om 0 duly ,."" ~t.SSIO-t"'" I'ce~.ed Profe'S1o~ol E~g'nee' under lhe low. 01 the Stale or Iowa RA-40 10-18-05 RC-16A 04-20-04 l~:~?"""''''''''~~i~ Signed Dole RA~4J 04-19-05 RC-16B 04-20-04 RA-50 04-15~0.3 RF-l 04-03-01 :v,: RONALD R '\0~ ..-..-.'-' RA~70 I 04-19-05 RF-3 10-03-00 ~3; KNOCHE;:! .z....dllZ.~ 12.-5-= RA-70 2 10-18-05 RF-14 1O~18~05 . u. 15570 ."..,~ S "',;J.... ......:b"2 RONALD R. KNOCHE. P_E RA-70 .3 10-18-05 RF-19C 10-18-05 -;'~"~ *.................* .~./ ~i~o o~iC~~~ ~~ 15570 RB-.3 0\-12-99 RH-50 04-19-05 ,.,.,'".~,~~,~.,,""'. My licensed re~e"'ol dote is December S1, z..Gt:)(; RB-61 04-19-05 RH-51 04-20-04 ."..~Y~~.l!I9~~..~tr.~~;._ '~, RB~6 2 04-19-05 RH-52 10-18-05 Pog~s or sh.~ts co.eced by this .eol: \-23 RB-6.3 04-19-05 RS-2 10-27-98 RC-8A 04-15-03 RS-26A 10-18-05 t"- RC-BB1 04-25~OO RS-26B 10-28-97 ~i I RC-8B2 04-25-00 0 a: ,,-..- '0. c. .' wi ~ , , - ~ IOWA CITY l' ENGINEERING- ~ - DIVISION 410 East Washington Street ~ 319-356-5140 Project: Date File # Sheet South Gilbert Street - Sand Road Spring PS 235 1 Improvement Project 2006 General Notes Utility Contacts FILED Legend za05 DEe -5 Mt 9:"AI'9'" CAS MAIN -_c __ The following utility companies may hove facilities in ~=-_-=.:-_-=':: BURIED TELEPHONE CABLE --T -_ 1. WHERE PUBLIC AND PRIVATE UTILITY FIXTURES ARE CULVERT SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED proximity to the project: , CITY ClERI< DRAINAG' U"' OVERHEAD TELEPHONE CABLE -,- ""---".,.- WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE GAS & ELECTRIC MID AMERICAN ENERGY CO. BURIED ELECTRIC -_E -_ RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE 1630 Lower Muscotine Rd. IOWA CITY, IOW1EE D'ClDODDS co OVERHEAD ELECTRIC -,_ OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF Iowa City, Iowa 52240 T EE. CONIFEROUS * WATER MAIN --w-_ . ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD N/Hwv6 & E/River HEDGE/TREE COVER C:;:;:oo FIBER OPTIC CABLE - - FO- _ ACCESS TO THESE FACILITIES FOR NECESSARY Attn: AARON COOPER TELEVISION CABLE - _ N_ _ MODI FICA TION OF SERVICES. UNDERGROUND FACILITIES, Office: 319/341-4461 FENCE -"~ SANITARY SEWER _s_ STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM Mobile: 319/330-4825 BUILDING CJ STORM SEWER _ST~ ~ AVAILABLE SURVEYS AND RECORDS; THEREFORE, THEIR S/Hwv 6 & W /River PORTLAND C[MENf CONCRETE cec LOCA TIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT Attn: BUTCH FORBES SIGNS =" HQTMIXASPHALT "MA IS POSSIBLE THERE MAYBE OTHERS, THE EXISTENCE OF Office 319/341-4423 POLE 0 RIGHT of WAY ,ow WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE Mobile: 319/330-0538 POWER POLE o ,p 8ACKorCURB BOC CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LIGHT POLE "" BACK ot CURB to BACk of CURB B-B EXISTENCE ANO EXACT LOCATION, ANO TO AVOID DAMAGE TELEPHONE Qwest Communications: RYAN SOEDT UTILITY BOX THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION 3565 Utica Ridge Rood PROPOSED STORM SEWER -ST- WILL BE ALLOWED TO THE CONTRACTOR FOR ANY WATER VALVE wwv Bettendorf, IA 52722 PROPOSED LONGITUDINAL SU8DRAIN - -"- INTERFERENCE OR DELAY CAUSED BY SUCH WORK GAS VALVE MGV Phone: 563/355-1934 MANHOLE OM" TEMPORARY EASEMENT --.--.--.- 2 LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON Poger: 563/381- 6098 CATCH BASIN "' EXISTING --.-.--.--..- RIGHT or WAY THE PROJECT PLANS. THE CONTRACTOR SHALL GET FIRE HYDRANT o C" PROPOSED AUTHORIZATION FROM THE ENGINEER PRIOR TO RIGHT OF WAY -"-"-'.-"- CABLE TELEVISION Attn" TIM EAGEN PERFORMING ANY WORK ON PRIVATE PROPERTY. THE MEDIACOM CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO WITHIN 546 Southgate Avenue THE LIMITS OF CONSTRUCTION, UNLESS AUTHORIZED BY THE ENGINEER ANO/OR PRIVATE PARTIES IN WRITING. Iowa City, Iowa 52240 Phone: 319/351-3984 3, ALL ELEVATIONS SHOWN ARE USGS DATUM. Cell: 319/350-3679 4. ALL TREES WITHIN THE LIMITS OF CONSTRUCTION FIBER OPTICS A T & T: JIM GOEKE SHALL BE EITHER REMOVED, RELOCATED BY THE CI TY, OR 5261 NW 114th Street, Ste. B REMAIN IN PLACE AS DIRECTED BY THE ENGINEER THE Crimes, IA 50111 CONTRACTOR SHALL PROCEED WITH CONSTRUCTION Phone: 515/986-9413 ACTIVITIES IN SUCH A MANNER TO INSURE THE SAFETY Qwest Communications: RYAN SOEDT OF ALL TREES AND SITE FEATURES WHICH WILL REMAIN IN 3565 Utica Ridge Rood PLACE. Bettendorf, IA 52722 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING Phone: 563/355-1934 THE CITY TRAFFIC ENGINEERING OFFICE TO COORDINATE Pager: 563/381-6098 AND SCHEDULE REMOVAL AND CONSTRUCTION WORK WITH City of Iowa City: WATER DIVISION SIGNALIZATION WORK. Phone: 319/356-5160 6 THE CONTRACTOR IS TO NOTIFY AND COORDINATE Univ. of Iowa GEORGE STUMPF ALL WA TERMAIN, HYDRANT RELOCATION AND Phone: 319/335-2814 INSTALLATION, AND WATER SERVICE WORK WITH THE IOWA CITY WATER DIVISION. UTILITY LOCATING CREW "ONE CALL" Phone: 1-800/292-8989 CITY WATER DEPARTMENT Attn: ED MORENO Phone" 319/356-5160 CITY SEWER DEPARTMENT Attn: DAVE ELIAS Phone: 319/356-5170 . CITY TRAFFIC ENGINEERING Attn: JOHN SOBASKI Phone: 319/356-5180 , CITY PARKS & FORESTRY Attn: TERRY ROBINSON Fieldbook c/o HScole: As Noled Designed RRK Project" South Gilbert Street - Sand Road Sheet Tille: File # Sheet CITY OF IOWA CITY ENGINEERING 2 DIVISION CAD Folder Pov-Strm VScole: AsNoted Drown 8SM Improvement Project Legend and General Information PS 235 CAD File: Sht-02 Dole: Spring20Q5 Checked: RRK TYPICAL SECTION: Sand Road - So. Gilbert St. FILED ROW West Eas~OD5 DEe-5 ~l19 Cut LINE Fill @ G H IOVVA CIT~t:r 1< Varies 8 Ft. Varies -2"!:-1 -r ~f D -I- @ l ~.:L- )y) . 4 @ A I[: @ 2% __ 4% ..2-~ L - @ @ 4% I t - 2% - 0--- 2% - SIDEWALK / 1- --0 ., I Refer to Plan drawings ( EARTH SHOULDER ) for more detail J; I - - ~-@ ( SUBDRAIN )---Q ( SUBDRAIN )---0 = NOTES: --r MODIFIED SUBBASE J '---{ pce PAVEMENT ) Dimensions indicated are for design purposes. Variations from the typical section will be allowed only at locations specifically LOCATION DIMENSIONS SHOULDER % SLOPE noted elsewhere in the plans or as directed by the Engineer. ROAD IDENTIFICATION STATION TO STATION 0J ~ 1(9 T0 @ 1,(1') (Q) Ci:iJ 0 TYPE @ . Refer to Cross-Sections Sheets for variations. iN IN FT FT FT FT FT FT FT Sand Road 250+00 276+84 9 6 2.5 7 12 1.5 41 29,5 3 Earth 2% ( SUBDRAIN )-- Refer to Standard Road Plan RF-19C, Type 12 South Gilbert Street 276+84 279+84 9 6 2.5 7-12 12 1.5 41-51 29.5-24.5 3 Earth 2% Installation. Material from trenches shall be used for earth shoulder fill. South Gilbert Street 279+84 292+50 9 6 2.5 12 12 1.5 51 24.5 3 Earth 3% No granular material will be allowed in the top 6" of the final grade in South Gilbert Street 292+50 293+42 9 6 2.5 12-11 12 1.5 51-49 24.5 3 Earth 3% areas to be seeded. TYPICAL SECTION: McCollister Boulevard ROW North South ROW Cut LINE LINE Fill .I~~ H G @ 4 4 Varies ~ E @ -r ~ ~ 11 r f- D E 1-- 4% I[: 4% - - 0--- 1-- 3% 2% 2lYo 3% h'= ::::=:Q) - .--{ EARTH SHOULDER ) I ~ - - l--@ . ( SUBDRAIN )-....Q NOTES: ( SUBDRAIN )---Q Dimensions indicated are for desi9n purposes. Variations from the typical . --r MODIFIED SUBBASE) --{ PCC PAVEMENT section will be allowed only at locations specifically noted elsewhere in the plans or as directed by the Engineer. LOCATION DIMENSIONS SHOULDER 0J 0 \0 ~ ~ ~ (Q) Qj) 0 * ReFer to Cross-Sections Sheets for variations. ROAD IDENTIFICATION STATION TO STATION TYPE IN IN FT FT FT FT FT FT FT ( SUBDRAIN ) -- Refer to Standard Road Plan RF-19C, Type 12 McCollister Boulevard 27+80 30+54.37 9 6 2.5 12 12 1.5 39 24.5 3 Earth Installation. Material from trenches shall be used for earth shoulder fill. No granular material will be allowed in the top 6" of the final grade In areas to be seeded. CITY Fieldbook: ", HScale: A.sNoled Designed- RRK Project: South Gilbert Street - Sand Road Sheet Tille- File# S~,eet OF IOWA CITY ENGINEERING DIVISION CAD Folder: Pav.Slrm V Scale: As Noted Drawn: 8SM Typical Cross Sections PS 235 3 CAD F~e: Sht-BOl Date: Spring 2006 Ched\ed RRK Improvemenl Project ------ TYPICAL SEWER TRENCH DETAIL FILE[ 1.6"-2.4" i Backfill I--..j 2005 DEe - 5 (See notes 4-6) "'{Hi 50-5~1. or AH : /1 Hand Placed BAstOIAM >-~ Backfill I 50-657.0rL ~o., CITY CLEA' I I (See notes 3, 5, 6) 0.9"10\.4- IOWA CITy ic), - --- BASE 01"'1.\ T +j t-O.9" TO u' DETECTABLE WARNINGS ~ r ID/4 DETECTABLE WARNING ALIGNMENT Compacted (TOP V!EW) (PROFILE) 12" " Granular Bedding _1111111 -f-=:(4"MIN) (See Notes 1, 2, 6) " c!Jm'!:!rr;~ 1D/4+J ;';:li6'AOWAY PAVEMENT NOTES: ~III=I UNDISTURBED SOIL ID Bd PRE-MANUfAClURED DETECTABLE WARNING PANEL INSTALLATION 1. Pipe shall be placed on compacted granular bedding material to one-half the pipe 8" 2' - 3" PR[-MMlUrAC1URED OnrCT^BLE WARNINO PANElS SH^ll BE flllMLY SUPPORTED AT Att CORNERS diameter. 10" 2'" 3" ON fiE-ROD OR CH}.JR SUPPORTS AND PLACED INTO PlASliC CONC1lETE SIDEWALK RA\tP. 12" 2' - 3" 15" 2' - 9" MOOULAA P...'<ERS 1/2" ("AX.) C"ULKEO JOll'll 2. Bell holes shall be hand shaped so that only pipe barrel recieves bearing pressure. 2~" !IIIN. 18" 3' - 0" {THICKNESSVARlrS)- ..;' I)' 3. Place bedding to ensure that there are no voids under or along side th length of pipe. 21" 3' - 3" .".,;:::--_ -16~.~;:':.:,:"'.'Y.' <::ONCRr'TE:=:j J/~' SAND OR ...SPHAlT 24" 3' - 6" f:f~OAllW""YPAVEl,IENT ~' SETTlNOBED 4. Backfill shall be hand-tamped up to 12" above the top of pipe. 2r.~ 4'.0" 30" 4".3" '. . ," El'.Rl\1S\.l!'GR!IOt 5. Backfill shall be compacted suitable excavated material. If excavated material is 36" 4'.9" MODULAR DETECTABLE WARNING PAVED (BRICK PAVER) INSTALLATION 42" 5' - 6" INS1ALl MDDUL"R PA\i(RS...s SPECIFIED IN SE'cnOtl 7OJO, J.H unsuitable, backfill with compacted Class A crushed stone conforming to I.D.O.T. Standard Specifications 4120.04. Compact to 95% Modified Proctor Density. OEIECIA6LE W"RNIWO SH^ll BE STAMPED ,- IN rRESH INTEGR...lLY COLORED CONC~.nE 6. In areas not under or within 5' of paved area, backfill with suitable excavated material. If ':i,,~"'i:~:;, ,,:,:;~~'g";,~~,' ';"" '"",,- ,,- "", -i~ OETECfAllU WARIIIIIO SUALL ---\ 6.-,B~.., c~:;::. .: excavated material is unsuitable, backfill with compacted Class A crushed stone to within NOT BE Ca.OREO) ____ ,,;";,;!,',::,:; ~ 12" of finished surface. Compact to 95% Modified Proctor Density. "..". .: ,.'" ' R1l'I "sCRAPE ~',jIOADWAY PAV(i;[NT '.:-::~~.:,i~ ~ 7. Backfill around intakes in sidewalks shall be compacted with clean ballast rock. ,. 1-- ,~ STAMPED DETECTABLE WARNING INSTALLATION 8. See Table for allowable trench width Bd NIHES: ~ 24" STRIP Of' 0E1ECTA6LE WARNINGS Sl-tAU Bt INSTAlLED ...T lH[ BOTTOM or RAMP. G"-B' BH11ND THE SACK or CuRB, DETEC1ABlE WARNINO suRrACES SHAll CotlTRASl VISUAllY 'MTH ADJACENT WALKINO SURr ACES EllH(R i.Il>'Hl ON DARK OR PMK ON U(;H1 I TYPICAL CURB DROP DETAILS DETECTABLE WARNINGS - I TRUNCATED DOMES See Points of Access Tabulation for Paved Drive or Alley additional information. CUrb/" I 1 I Curb 1 Length of Opening / 1--0> Dropped Curb STANDARD PLAN 6" INTEGRAL CURB SUBDRAIN DETAIL 'a'o\e I 6" Sloped ~ SurtaceofDrive 3"R Curb \ 7!" ---------- 4!:rW , 3"R I 7 or Alley 6" , ~ Noem" Siope LO ~ FORM, -v;;;;;;;;Ie I @> GRAD l ElEV. Note: FLof Subdrain . P.C. Cone Outlet to be 1.0' above 3" Dropped Curb T Storm Sewer Invert. 1~" Dropped Curb RA Intake (Typical) SECTION A-A SECTION A-A T ;sthelhidrlessspecif,edforpavemeot CD 3'"rad;>Js For Notes and Section refer to RF-19C Standard Road Plafi Fieldbook' N' HSI;81e: As Noled Designed' RRK Project: South Gilbert Street - Sand Road Sheet Ti:le: File # Sheel CITY OF IOWA CITY ENGINEERING Construction Delails 4 DIVISION CAD Fokler. Pav-slm1 V Scale As Noled D"~ 'SM Improvement Projecl PS 235 CADFi~: , Dale: Spring 2006 Checked RRK - AT SOUTHGATE AVENUE FILED ZOD5 OEC -5 AM 9: 20 \\ CITY CLERI< ROAD CLOSED IOWA CiTY, IOWA TO / THRU TRAFFIC \ ON TYPE III " \ ~ PUBLIC WORKS dID COMPLEX f5 :; if % \ o ~D _ ,S1 0" / t CITY OF IOWA CITY CORPORATE LIMITS / .,". .".,1.1,.".".".".".".".,1.".1,.".".,1 Ii 1,.,1.".".,1.".".".".1,.".1,."."."."- . 4" \ j/ " . 4 ///" / ~". " . / ~,,~ J // ~' ~" .- / SAND LAKE r(-j / ROAD CLOSED , ON TYPE III . ~ .R ~--/ - 7r ~~ I AT HARMONY LANE CITY Fieldbook: n/a H Scale: As Noted Designed: RRK Project: South Gilbert Street - Sand Road Sheet Title: File # Sheet OF IOWA CITY ENGINEERING DIVISION CAD Folder: Pov-Strm V Scole: As Noted Drown: 8SM Improvement Project Traffic Control PS 235 5 CAD ne: ~ Dote: Spring 2006 Checked: RRK ESTIMA TED PROJECT QUANTITIES REMOVAL OF PAVEMENT TABULATION Location Lengt Width Area Povem en t 'Sow Cut Remarks REF ITEM CODE ITEM UNIT QTY Street 10 Station to Statio LF LF SY) Type LF NO Sand Road 250+00 278+00 2 800 22 6 844 HMA 0 1 Fence Removal LF 5,600 So. Gilbert St, 278+00 289+42 1,142 22 2,792 HMA 0 2 Excavation, Class 10, Roadway & 80rrow CY 21,151 So. Gilbert St. 289+42 293+42 400 22-49 1,578 PCC 150 3 Special Compaction of Suborade STA 46 4 Granular Subbase 6" SY 24,410 Total 11,214 5 Shoulder Finish Earth STA 93 *Nol a bid item Standard 01' Slip Form PCC Pavement, SY 23,821 --- --- 6 Class C, Class 3, 9" 7 Subdrain, Longitudinal, (Shld) 4" LF 9,172 8 Subdrain Outlet, RF-19C Each 62 SILT FENCE TABULATION . 9 Intake, RA-40 Each 3 Locolion 10 Intake RA-43 Too Onlv Each 2 Street 10 Station to Station Side Remorks 11 Intake, RA-43 Each 18 Sand Road 250+00 255+50 Rt 1 ~2 Intake, RA-70 Each 2 Sand Road 264+00 273+00 Rt 1 13 Storm Sewer Utility Access, RA-50 E<l~ 1 -cfilbel't Street 276+00 280+00 Lt 1 - f..----~ 14 Apron,C-oncrete, 24" Diameter Each 1 __~}g~rt Street 281+00 285+00 Lt 1 ~_. Sewer, 20000 Storm, 12" Diameter LF l.lr~ -- 16 Sewer, 20000 Storm, 15" Diameter LF 636 - ~----- 17 Sewer, 20000 Storm, 18" Diameter LF 702 ------ --- 18 Sewer, 20000 Storm, 24" Diameter LF 1301 Total 3,500 19 Revetment. Class E Torl_ 150 1, Location to be verified in the fie~_ ~---- 20 Er'osion Stone Ton 45 21 Removal of Pavement SY___ f..-_l1 ,214 "" Q = .. ISidewalk, P,C, Concrete = 22 6 In, SY 1,180 on 23 IDetectable Warnina - Curb Ramp SF ~---~ FIELD FENCE, TYPE 47 TABULATION ~O = - rT1 -:f'l 24 Painted Pavement Markings, Durable Sta 112 Length 0=2 n Locotion 25 Paint'ed'Symbol & Legend, Durable Each 9 Ft Remarks I r ----;.. Street 10 Station to Station Side =iO Ul - ,Traffic Control LS 1 hl f-.26 Sand Road 250+00 278+00 Rt 2800 1 .:-< r- iMobilization LS 1 fT1 > r-'l 27 1-----.- Sand Road 250+00 278+00 Lt 2800 1 'J ::D ::JJ: ........:1 28 Field Fence, Type 47 LF 5,600 - ........ -.,.... \D 29 t--- Mulch _..f\c:~ 8 --~-~---- ~,_._- -----._-- ~" .. --- )> N 30 Seed & Fertilize Acre 4 0 31 Seed & Fertilize (Urban) Acre 4 -- - -_.~-- .. 32 Stabilize Crop .. Seed & Fertilize Acre 4 - ~- Stabilize Crop - Seed & Fertilize (Urban Acre 4 I Silt Fence LF 3,500 Total 5,600 34 +- Each --3 1, Location to be verified in the field. 35 i Silt Basin _36. IRemoval of Silt Fence LF 3J~ 37 {Clean. Out of Silt Fence LF 3 , 5(J.Q. - 38 ... 39 I 40 , , 41 42 . 43 44 -- 45 . 46 i ~I 48 -- 49 50 51 i RRK Project: Sheet Title: Estimate of Quantities, File # Sheet Fieldbook: n/o HScole AsNoled Designed South Gilbert Streel - Sand Road CITY OF IOWA CITY ENGINEERING CAD Folder: Pov-S!rm VScole" AsNoted Drawn. 85M General Notes and Tabulations PS 235 6 DIVISION Improvement Project CAD File < Date: Spring20Q6 Checked RRK LONGITUDINAL SUBDRAIN TABULATION SPECIAL COMPACTION OF SUBGRADE Location Longitudinal CMP, Subdrain Outlet, "Class 'A' Location l.ength Subdrain RF-19E or RF-22 "'Porous Crushed Notes Street ID Station to Station (Sta.) Line Depth Size Length Backfill Stone Remarks Gilbe rt St reet 278+00 293+42 15,42 No. Street ID Station to Station Side (Ft) (In) (Ft) Station No. Type (CY) (CY) Sand Road 250+00 278+00 28,00 1 1 Sand Road 250+00 252+00 Lt 3 4 200 252+00 2 CMP 19 1,3,5 McCollister 28+00 31+00 3,00 2 Sand Road 250+00 252+00 Rt 3 4 200 252+00 2 CMP 19 1,3,5 . Not a Bid Item 3 Sand Road 252+00 254+00 Lt 3 4 200 254+00 2 CMP 19 1,3,5 Total 46,42 4 Sand Road 252+00 254+00 Rt 3 4 200 254+00 2 CMP 23 1,3,5 1. City will 5 Sand Road 254+00 259+50 Lt 3 4 550 259+50 2 CMP -- 28 1,3,5 mark locations 6 Sand Road 254+00 259+50 Rt 3 4 550 259+50 2 CMP 28 1,3,5 in the field prior . 7 Sand Road 259+50 262+50 Lt 3 4 300 262+50 2 CMP 28 1,3,5 to placement of - 8 Sand Road 259+50 262+50 Rt 3 4 300 262+50 2 CMP 28 1,3,5 subdrain. 9 Sand Road 262+50 265+50 2 CMP - 1,3,5 Lt 3 4 300 265+50 28 10 Sand Road 262+50 265+50 Rt 3 4 300 265+50 2 CMP 28 1,3,5 2. Cap upstrean ~ 11 Sand Road 265+50 268+00 Lt 3 4 250 268+00 2 CMP 28 1,3~~ end. 12 Sand Road 265-J:(:iQ._ _.2.68+00 Rt 3 4 250 268+00 , 2 CMP 28 1,3,5 __ 13 Sand Road 268+00 271+00 Lt 3__ 4 300 271+00 2 CMP 28 1,3,5 3. Depth below 14 Sand Road __+_ 268+00 271+00 Rt 3 4 300 271+00 2 CMP 28 1,3,5 edge of Slab. - 28 -- 1,3,5 15 Sand Road 271+00 274+00 Lt 3 4 300 271+00 2 CMP Sand Road - ----- CMP 1,3,5 4. Depth varies. J6 271+00 274+00 Rt 3 4 300 271+00 2 28 - 1,3,5 Maintain 0.5% 17 Sand Road 274+00 276+96 Lt 3 4 296 276+96 . 2 CMP 28 '---::-- 18 Sand Road 274+00 276+96 Rt 3 4 296 276+96 2 CMP 28 1,3,5 slope min. - ~_19 _ -- Sand Road 276+96 279+74 Lt 3 4 278 279+74 2 CMP 25 1,3,5 20 Sand Road 276+96 279+74 Rt 3 4 278 279+7,!_ 2 CMP 25 1,3,5 5. Refer to 21 Gilbert Street 279+74 281+30 Lt 3 4 156 281+30 2 CMP 15 1,3,5 RF-19C 22 Gilbert Street 279+74 281+30 Rt 3 4 156 281+30 2 CMP 15 1,3,5._ 23 Gilbert S!reet 281+30 284+00 Lt__ 3 4 270 284+00 2 CMP 24 1,3,5 24 Gilbert Street 281+30 284+00 Rt 3 4 270 284+00 2 CMP 24 1,3,5 25 Gilbert Street 284+00 287+00 Lt 3 4 300 _. 287+00 2 CMP 28 1,3,5 -. 1,:3,5 26 Gilbert Street 284+00 287_+00__ Rt 3 4 300 287+00 2 CMP 28 ,..., e-----. ---_.~~_._- --"- 6 = 27 Gilbert Street 287+00 290+00 Lt 3 4 300 290+00 2 CMP 28 1,3,5 = ---- ~O en 28 Gilbert Street 287+00 290+00 Rt 3 4 300 290+00 2 CMP 28 1,3,5 = - )>~ r-1 29 Gilbert Street 290+00 293+42 Lt 3 4 342 293+42 1 CMP 28 1,3,5 " 11 30 Gilber't Street 290+00 293+42 Rt 3 4 342 293+42 1 CMP 28 1,3,5 0 , - 31 McCollister 28+00 30+44,37 Lt 3 4 244 30+44,27 2 CMP 28 1,3,5 --'0 U1 r- -- -=<, m 32 McCollister 28+00 30+44,37 Rt 3 4 244 30+44.27 2 CMP 28 1,3,5 rn "'" ,-:):0 :n:: r-1 '- -- U SA \D ); N .-- _.. - 0 Totol 9172 62 INTERSECTION PAVING TABULATION . Location Intersection Description Street ID Station Type I Unils Quantity McCollister Blvd 28+00.30+54,35 PCC I ~y 1102 McCollister Blvd - " Gilbert St. 277+53,8525.50' RT PCC I SY 87 28' Driveway Gilbert St. 286+71.9725.50' 11 PCC I SY 63 29.4 Driveway McCollister Blvd 28+28.7514' l1J RT PCC / SY ~ 28' Driveway Gilbert St. 280+5~,5 25,5' IT ! AT pec I SY 672 Intersection Returns;- Total 2363 ----- Fieldbook: n/o HScole AsNoted Designed RRK Project: South Gilberl Street - Sand Road Sheet Title Estimate of Quantities, File # Sheet CITY OF IOWA CITY ENGINEERING 7 DIVISION CAD Folder: Pov-Strm V Scole: As Noted Drown: 8SM Improvement Project General Notes and Tabulations PS 235 CAD File: . Dote: Spring 2006 Chechxl: RRK INTAKES & UTILITY ACCESS TABULATION STORM SEWER PIPE TABULATION I Type or Form Bottom Location Pipe Length of Flow Lines I ! Number Location Standard Grode Well Notes Line Class Slope Granular Pipe Rood Plan (Elev) (Elev) Number To "D" Diameter Pipe Inlet Outlet Other Backfill Profile Notes From I (Inches) (Feet) % Elevation Devotion Elevation (Tons) Sheet No. 1 290+00 25,5' LT RA-40 652.21 648.71 1 -.2 290+00 25,5' RT RA-40 652,21 648,56 1 P-1 1 2 20000 12 51 0,50 649.02 648.76 15 3 287+00 25,5' LT RA-43 650.13 P-2 2 4 20000 12 294 0,73 648,56 646,40 - 646,35 1 15 4 287+00 25.5' RT RA-43 650,13 646,20 1 P-3 3 4 20000 12 51 0,50 646,66 646.40 14 5 284+00 25.5' LT RA-70 LO 12' 648,25 644.25 1 P-4 4 6 20000 15 292 0,64 646,20 644.32 14 6 284+00 25.5' RT RA-43 648,25 644.12 1 P-5 5 6 20000 15 51 0,50 644,58 644,32 14 . 7 281+30 25.5' LT RA-70 LO 12' 646,90 642.90 1 P-6 6 8 20000 18 262 0,54 644,12 642.71 14 - 8 281+30 25.5' RT RA-43 646.90 642.51 1 P-7 7 8 20000 15 51 0,50 643,23 642,97 14 9 279+74 25, 17' L T RA-43 646.13 634,87 2,3 ~8 8 10 20000 18 148 2,31 642.51 639,09 14 10 279+74 25,5' RT RA-43 646,12 636.79 2,} 11 30+44,37 19,5' RT RA-43 646.82 642.82 1 12 30+44,37 19,5' RT RA-43 646,82 642.32 1 P-9 11 12 __1__20000 12 39 0.50 643,13 642.93 14 13 279+74 85,5' LT RA 50 MOD 646.32 634.56 2 P-10 12 13 20000 12 54 O,~9- _942073 f--642.46 14 14 276+96 15,9' LT RA-43 647,80 643,80 1 15 276+96 25.5' LT RA-43 647,51 642,76 1 P-11 14 15 20000 12 42 2.00 643~80 r-S42 ~ 96 __14 16 _278+09 36' RT RA-50 P-12 15 16 20000 12 108 1.00 642,76 641.68 -- -~ -- -- 647,22 637,31 2 14 17 271+00 20,5' LT RA-40 647,73 643.83 1 18 271+00 20.5' RT RA-40 647.73 643.83 1 P-13 17 18 20000 12 41 0,50 _~44, O_~ 1-_643,83 13 19 268+00 20.5' LT RA-43 646.23 I 642,57 1 P-14 18 20 f--.20000 12 294 0,50 643,83 642,36 13 - P-15 19 --- - 20 268+00 20.5' RT RA-43 646,23 642.16 1 20 20000 12 41 0.50 642.57 642.36 _13 -- - -~--~ 21 265+50 20.5' LI_ RA-43 644,98 P-16 20 22 20000 15 242 0.50 642.16 640.95 - -- 641,16 1 13 22 265+50 20,5' ~T_ RA-43 644,98 640.65 1 P-17 21 22 20000 12 41 0,50__ 641J.E.. 640,95 13 -- ~~ 262+50 20,5' LT RA-43 646.48 639.40 1 P-18 22 24 20000 18 292 0,50 640,65 639,19 13 P-19 23 20000 T -- 24 262+50 20,5' RT RA-43 646.48 24 12 41 0.50 639.40 639,19 --.. 639.19 1 13 25 259+50 20.5' LT RA-40 647,98 637,53 1 .- P-20 24 26 20000 1 24 294 0,50 638.79 637.32 13 26 259+50 20.5' RT RA-40 647,98 - . P-21 25 26 20000 I 12 41 0,50 ~r,-~,:J f._637 . 32 636.92 1 12 27 256+75 25.0' RT P-22 26 27 20000 f- 24 271 _0.50 -- RA-50 649,48 635.56 1 636,92 635,56 12 ~- ~~4+00 20.5' LT RA-40 648,23 642.00 1 P-23 27 29 20000. 24 271 0.50 635.56 634,20 12 i-Cp _ 24 28 29_~ 2000D --.---- -- 29 254+00 20.5' RT RA-40 648.23 634.20 1 . 12 41 0.50 642.00 641,79 12 30 252+00 20.5' LT RA-43 647.23 633.23 1 P-25 29 30 _~()OO 24 194 0,50 634.20 633.23 12 ---- 31 252+00 20,5' RT RA-43 647,23 -- P-26 30 31 20000 24 41 0,50 633.23 633.02 633,02 1 12 32 252+00 254,50' LT RF-3 24"OIA 631.87 4 P-27 31 32.__ 1--_2000D 24 230 0.50 633.02 1--_l?31,87 12 1--'-- - --- ---- -~--- f--- - ._-~-~--- ~- STRUCTURE NOTES: 1. CONCRETE FILLET REQUIRED. 2. EXISTING STRUCTURE. 3. REMOVE PLATE AND CONSTRUCT TOP OF STRUCTURE. 4. END OF 24" 0 APRON, PROVIDE RF-14 TYPE 1 CONNECTIONS FOR APRON AND LAST TWO PIPE JOINTS. INSTALL 50 TONS OF REVETMENT. ,.., . STORM SEWER. PIPE NOTES: 0 = = ~O "" 1. ALL STORM SEWER PIPE SHALL HAVE BELL AND SPIGOT JOINT WITH O-RING OR PROFILE GASKET (ASTM C 443)_ CJ ,." " o=< " Il I - -0 Ul r .=<!, m m :I> -:::0 :Jl: 0 0;;>;; ~ U) '" 0 CITY OF IOWA CITY ENGINEERING Fieldbook: n/o HScole: As Noled Designed" RRK Project South Gilbert Street - Sand Road Sheet Title File # Sheel DIVISION CAD Folder: Pov-Slrm V Scale" AsNoled Drown; 8SM Estimale of Quantilies, CAD r~ e: , Dole: Spriog2006 Checked RRK Improvement Project General Notes and Tabulations PS 235 8 - PAINTED PAVEMENT MARKINGS TABULATION 2. Broken Center line (Yellow) 7. Edge line Right (White) 11. Chonnelizing line (White) 15. Yellow Curb 3. Double Center line (Yellow) 8. Edge line Left (Yellow) 12. Channelizing line (Yellow) 16. White Curb 5. No-Passing Zone line (Yellow) 9. Dotted Line (White) 13. Stop line (White) 17. Yield line (White) 6, Broken Lone Line (Whit~) 10, Solid Lone Line (White) 14. Crosswalk line (White) 18. Double Dotted line (Yellow) Location Lenqth in Stations St reet ID Station ta Station Side 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Remarks Lt Rt Sand Road 250+00 275+35 X X 25,4 25.4 25,40 1 See Gilbert Street 275+35 278+65 X X 6,6 1.0 Intersection Detail Gilbert Street 281+00 293+42 X X 15.7 24,8 1.0 Lenath Subtotals 25.4 22.3 24,8 25.4 25.4 2,0 Quantity Factor 0.25 2.00 1.00 0.25 1.00 1.00 0.33 1,00 2.00 2.00 6.00 1.50 3.5 3,5 0.67 Total 6.4 44.6 6.2 25.4 25.4 4.0 1. City will mark locations in the field prior to the placement of the pavement markinqs. r-.' 0 = = Co" ~O Cl >::2 fTl II n CJ I r- -;rj Ul hl PAVEMENT MARKING SYMBOLS AND LEGENDS TABULATION ~r :P> m r-' ~ O~ ::Jr \..J ~ 0> :fb ~ ~rn~ ~~~~~ ~~~l ~t~~~~ ~~~~ </ \D Rood Location ~ ~ ~ => <.:.. Rema~ N lden tification Cl Station Side II Gilbert Street 279+90 Rt 1 279+60 Rt 1 279+30 Rt 1 281+15 Rt 1 281+15 Lt 1 281 +45 Rt 1 281+45 Lt 1 281+75 Rt 1 281+75 Lt 1 . Total 2 3 4 . fieldbO<lk: n/o H Scale: As Noled Designed: RRK Project: South Gilbert Street - Sand Road Sheet TiUe: Estimate of Quantities, File # Sheet CITY OF IOWA CITY ENGINEERING 9 DIVISION CAD Folder: Pov-Slrm V Scale: As Noted Drown: 85M Improvement Project General Noles and Tabulations PS 235 CAD File: . Dole: Spring 2006 Checked: RRK ---.-- POLLUTION PREVENTION PLAN - - All contractor's subcontractors shall conduct their opeations in a manner 2. CONTROLS 4. MAINTENANCE that minimizes erosion and prevents sediments from leaving the highway right of way. The prime contractor shall be responsible for compliiance At locations where runoff can move offsite, silt fence shall be placed The contractor is required to maintain all temporary erosion control and implementation of the Pollution Prevention Plan (PPP) for their along the perimeter of the areas to be disturbed prior to befinning measures in proper working order, including cleaning, repairing or entire contract. This responsibility shall be further shared with grading, excavation or clearing and grubbing operations. Vegetation is replacing them throughout the contract period. Cleaning of silt control subcontractors whose work is a source of potential pollution as defined in areas not needed for construction shall be preserved. As areas reach devices shall befgin when the features have lost 50% of their capacity. the PPP. their final grade, additional silt fences, silt basins, intercepting ditches, . sod flumes, letdowns, shall be installed as specified in the plans andlor 5. INSPECTIONS 1. SITE DESCRIPTION as required by the project engineer. This will include using silt fence as This Pollution Prevention Plan (PPP) is for the construction on South ditch checks and to protect intakes. Temporary stabilizing seeding shall Inspections shall be made jointly by the contractor and the contracting Gilbert Street as known in Iowa City and Sand Road as known in be completed as the disturbed areas are constructed. If construction authority every seven calendar days and after each rain event that is Johnson County, beginning approximately 80 feet north of the activity is not planned to occur in a distrubed area for at least 21 days, one-half inch or greater. The contractor shall immediately begin cirrective intersection of Sand Road and Sycamore Street to approximately 1532 the area shall be stavilized by temporary seeding or mulching within 14 action on all deficiencies found, The findings of this inspection shall be feet north of the Iowa City Corporate Limits. The construction includes days, No more that 750,000 square feet of exposed erodible area is recorded in tile project diary. This PPP may be revised based on the Grading and Portland Cement Paving. allowed in anyone grading spread without permission of the project findings of the Inspection. The contractor shall implement all revisions. engineer. Other stabilizing methods shall be used outside the seeding All corrective actions shall be completed within 3 calendar days of the This PPP covers approximately 18 acres with an estimated 18 acres period. inspection. being disturbed. This work shall be done in accordance with SEction 2602 of the 6. NON-STORM DISCHARGES The project is located in an area of 5 soil associations (\Mota, Sparta, Standard Specification. If the work in volved is not applicable to any Lawler, and Udolpho). contract items, the work shall be paid for according to Article 119.03 Non-storm discharge includes subsurface drains (i.e. longitudinal and paragraph B. standard subdrains), and slope drains. the velocity of the discharge from The etsimated runoff coefficient the project after completion will be 0.40. these features may be controlled by the use of patio blocks, Class A As the work progresses, additional erosion control items may be required stone or erosion stone. Refer to the project plans for locations of typical slopes, ditch grades, as determined by the enfineer after field investigations. These may be and major structural and non-structural controls. A copy of these plans items such as sod flumes, ditch checks, rock ourlet protection, letdown will be on file at the project engineer's office. Runoff from this project will sturctures and other appropriate measures, which shall be installed by flow into an isolated sand pit owned by S&G Materials, locally known as the contractor as directed by the engineer. Iowa City will complete the Sand Lake. construction withthe establishment of permanent perennial vegetation on all disturbed areas. POTENTIAL SOURCES OF POLLUTION: 3. OTHER CONTROLS Site sources of pollution generated as a result of this work relate to silts and sediment that may be transported as a result of a storm event. Contractor disposal of unused construction materials and construction ....., However, this PPP provides conveyance for other (non-project related) material wastes shall comply with applicable state and local waste 0 = = ~~ en operations. These other opations have storm water runoff, the regulation disposal, sanitary sewer, or septic system regulations. In the event of a = of which is beyond the control of this PPP. Potentially this runoff can conflict with other governmental laws, rules and regulations, the more fT1 0-< <> --n contain various pollutants related to site-specific land uses. Examples restrictive laws, rules or regulations shall apply, I ~C) U1 r- are: ...-<r- III APPROVED STATE OR LOCAL PLANS: m ".. Rural Agricultural Activities: 0:::0 :B: 0 $^ <D During the course of this construction, it is possible that situations will )3; . Runoff from agricurlturalland use can potentia II contain chemical arise where unknown materials will be encountered. When such N 0 including herbicides, pesticides, fungicides and fertilizers, situations are encountered, they will be handled according to all federal, . state, and local regulations in effect at that time. Commercial and Industrial Activities: Runoff from commercial, industrial, and commerce land use may contain sonstituents addociated with the specific operation. Such operations are subject to potential leaks and spills that could be sommingled with runoff from the facility. Pollutants associated with commercial and industrial activities are not readily abailable since they are typically proprietary. Designed: RRK Pro ject: I Sheet Title: file I I Sheet Fieldbook: "I' H Scele: As Noted South Giibert Street - Sand Road CITY OF' IOWA CITY ENGINEERING CAD Felder: Pov-Strm V Scale: AS Noted Drown: 8SM Pollution Prevention Plan PS 235 10 DIVISION Improvement Project CAOFite: . Dete: Spring 2006 Checked: RRK --~_._~ - :;;: SCALE: 1"~50' & ~ p g e ~ '" FIL.ED _ _ + + + N g ~~~~~ <1: 0 If) I -~ ',;cI-t- -, " ~ ! t ,,' WIDE pmc 2005 DEe - 5 1M 9' 20 ' " TYP _1_ I 0 a o-:G ~ #in . 20' --t- 20' r- I ---t-. Cl JYP 15' IS' Typ '" + f----L 0 0 0 13.5' N :. ~_I- <.of- - .I-l-- l-- - ,:!:- f--- <i, -- - 20' I--- 20' ;--- ."--- - t--14'---, - ---{- J+" '=-- -- _u '" N N TY? IS' 15' TY!' t-13.5' If '^ ,10. 1'""\1 \ I Sand Road I 50ulh Gilbert Street: 0 . \ Vi I, I\.. '/V-\ All transverse joints shall be 'CD' joints. '" AtI longitundinaljointsshall be 'L-2'or 'KT-2'joinlsdependin gon Sand Road I South Gilbert Street .c contractor's paving plan. .~ , ~ , - , SCALE, '''"50' &'" 0 I I a 0 <0 .., 0 't I on " <0 0 N ' I + 41 WlOE PAVING + + .. + ~ I ./ I :D ~ ~ i:: r::: N N N N N I I I 0 a -13.5' 0 0 0 0 0 0 I 0 if' 0 H- f--I-- -1---,1:- ~~ - -f--f- 14-f-- -+ --14"!------"- - -1-- _--L - "" - - - J:- - - + .... - 0 20"r--:--: 20' OJ 0 N n .. '" 20 20 20' a) I TYP 15" IS" TW N N -13.5' N N N N '" N I TVP 16' 19' IS' 1YP T lYP '" .0' 10" ,,' ,,. IS ,.. I , , ., ~, ~ Sand Road / South Gilbert Street ~ I -;- " d ~ i --- , I 115 ,I & [ I III (lJ~i..- ~ I i 279+85 Public Works Facility lij~i ~ ~~~ ~ ~I 0 ~ 0 I < 't ; I \ 51' WIDE PAVltJGl ~ ':; ~ t;:; SCALE: 1"=50' 0'> W '" on / I\. ~ ~I /" 31-1'0' ........ ~ g:; ~ 1,8 I ~13.5' - o s 0 0 0 0 f-12' 0 0 0 0 0 g o +- _ N "'... . [I) (J> 0 ~ '" --+- -- ----- - _20' or) co 20.[1) 0Cl 20'~'T~~ 12. 20' ~T~~ [I) 0Cl '" '" '" 20' g; 1YP ,~' '" :roO ,,' 1J ,r I' 'J' ,,' " '0' .JO 20' TYP TW 30' f-13.5 TYi' 15' 15' , 1YP I~' 1 5' 5 I .._,__..... __ _. ..._____,,__. , '" ~ ",, II / ~ I II South Gilbert Street -- --- <Ci -- :;: 279+85 o n .,. .,. 39' WIDE PAVINGl ;: L() '<t. / \ 11l:J t{) L() 0 0 171,8' 1582' r-- VI n Lfl 0 ~ ill co \ N "' J ~ 6 6 /' ~ ""- ~:t ci; ci; ,:!= ~ 30:1 TAPER t-. n~ n n. e.: " " /" '- aJ aJ -~. 1_ , f-1125' II N ~." ~ N,---,N..A ......... N Il- N C~nt"rli"e 30:1 TAPER Centeriine_.._ ----i-'~ . 0+ ,~ /--/ / / / ..L_ ' . l2D' -f-- ________ >-----14' __ _ ~ _~ _ ~~ _ ~_C; _._ Vl~__ __.~__ __ 30,1 TAPER 10:1 TAPER I W, ~ T ~ I 20 20' 20', 125' "'1 Sou h ilbe Str et g 20 20' 20' <\~ 20' 20' 20' 15' 19.4' 19' 18' 13' 13.5' 12' 12 13.5' 13' 18' 19' .. + L-J:"-- 210' 120' ~ - C\J !ll 25' 20' 20' 17' 13' lJ 14' 13' 13' 17' 20' 3D' McCollister Boulevard: \ c)J I LJ -../, LJ All transverse joints shall be 'CD' joints. /' PAINTED MEDIAN ~ All longitundinal joints shall be 'l-2' or 'KT-2' joints depending on \ ~ / All pavement markings in the median will be a 8" wide stripe,. Outside edges measuring 6.6 !t\ contractor's paving plan, a ~ stations and inside stripes measuring 1,0 stations. Inside stripes set at a 450 angle. \Ill) [:5 ~/II Total"" 7.6 stations x 2:::: 15.20 stations. is ] SCALE: 1"""30' SCALE: 1 "=30' f/J l SCALE: 1 """50' Fieldbook: n/o H Scole' As Noted Designed: RRK Project Soulh G'lb rt St t S d R d Sheet Title' File # Sheet CITY OF 10 WA CITY ENGINEERING I e ree - an oa DIVISION CAD fold" p,,-St<m V 5"le A, No'" OCO,", 8SM 1m rovement Proiect Intersection Detail and Jointing Plan PS 235 11 CAD File: x Dole: Sptlng 2006 Checked RRK P, t I I t S. II; r FILF[) ~ ~ LIVING TRUST OF J. ~ I I S & G MATERIALS 27d,50' T@ . !, _ ..__ Q FOUNTAIN I ' lnt #3', RA-43 n.s - ,{t CL I I $10. 252+00, 20.5' Lt, ~ I-, I ;?7~.5C' T@ -0 I r. Foom G,od' = 647,23 1@:'.'520050Fe-5AU'2 0 ~ !nv. E == 6-13.02 I I I I . - n. I Inv. W == 633.02 I I C , z I r , Cur_ nolo" ro Inv. FES "" 631.87 ~ I I I I l'1t #28. RA-4Q l .. 771.377 fT In! #27. MH _.......... In! #25. RA--'lO 0::: r ! t' I I I I Sto. 254+00. 20S Lt R - 7200?,,!T Sto.. 256+ 75. 25' Rell Y CLERK St~. 259+50, 205' Lt, I ~1 rO " I I I Foom Gcad, = 648.23 I, = 060"8 T. Rom = 650.'~p\^fA CI-ry. lOIN A 'oom Gcad, = 647.98 .. Q: In! 1130. RA-43 ,. I r I Iny. E :: 642.00 Iny. N "" 635.5 n \. In\'. E = 637.53 q) <tI " Sto. 252+00, 20,5' Rt. ~ I I J I Iny. 5 "" 635. I ~ 1 0. I Form Grode == 647.23 6" I r I ,Jjl In". W '"" 63.3.23 ~ I I I ~ I t #29 RA-40 Int #26 RA-4Q q; <..I In" N "" 53J 23 w I I I "-' n , . <l.J e" f .2 .. '-I I I I ~ 5to. 254+00, 20.5' Rt. 5to. 259+50, 20.5' Rt. Vi 1'...._11o_________ . .S 85' T@ +27 I I \ ~ Form Cl"ode <=. 648.23 Form Grode <=. 647.98 --------p, ~ i I I I I Q: Inv. W <=. 641.79 Inv. W '" 637.32 TI opo.""~po , --- --- __ __ I I I ~ hw. N == 634.20 Inv. N = 637.32 (Ij =-~ -- -- --- ___ 80' T@ +51 8' I I I I 2C IN\!. 5 :: 634.20 Inv. S = 636.92 0 . -~=;;;"='_ 1 "p -- ---- --- g , I I I 2j 0: _ --==.::;:""'~""'==___ \1 ",pO'.<1_110 + --- 80 T@+OO I III '- ___ ==---- ~-- / I \ :::::J=5@"5,,--.----11 , L D U ~ ~~ .... ('oj II eO'T@+OG ~ CQ) =: ""-~ _ .... U o".POI\<- ~ II ----_ ." (lj.-. -::0",,_ ~ g - --- _ _ O~~Hl:A"<([C . P'OOO'ed '" ~I j I - TEMPORARY EASE~IENT - - _ _ _ _ _ ':;: 80' T@ +00 (/) 2 ---__ ~"" ~~1::" 0.. ('''')_____________ C?e-IlO--_ J, "J5'@,OO ---------..... TEMPORARYEASEM[NT---+-------- - ""==- ~ g ~...~ g ~~I PrOPO"do.110'" l!:l.1 [L _ - ~""-...._ '" ~ 'O""~<:>- I ~_ P'ooo..d_RO' P'oPo'e~po' "55'@ +00 G5--- ___ -:='=; ",- CR. 0 "-.:: --0 :)( ~--;:-----.+-----31~ . . -> - l"Opos.d.JlO.' Ptopo,edROW----o P'oposed_RO' "'.PPsd_ROW--- Q)c __ '==-=:_ A ~'--<.o......,,- ii---="-fP- Ct ;-----;;--....c; -j( ,~ ~ ~ ~~" _~->i--iii ~ ~...1 Jl. ..i...'" ~_ "--) ~ GJE __ -- - 0 . ----<;,......... I -m- .AN_ ~ ... Fa- ....'..., ~~fO"H (f) ---------- -:G ~ 0 - -Il. .......... . ;:@I Q) <I"l - ~ -: ~ m t:> <'< ~ r~i EB>---t eb ':j: "'; g So. GilbertSt g is is ~I is ~ [2 ~5'@+00 ~ ' ::JJ '-T '{? -"'~ ~ ~ .}-- I ~ . 0. 0i' . I P'~2J - - '''~I - m E ~~ ~ r;a N P-22 N N N "-'_ _ \ ~"po.~ ~ ______ --+-@ .~----.: " - ~. .--~~- - .r: SCALES: SILT F~NCE 45'!jl 00 P'''''a''d_RO~ --4----;< 27 >f-----*-- >1---- 26 -->(--~ ...... . . _,_ _ . ...::....._ + P'opo'ed_~O~ P'.ose " :J '. "" 5? HQR 70' T@ +00 - - ~ --=-....:.... -=- -:::..... _ _ _ _ . P d_PO P'oposed_RO P.ooosed_RO 4S'@ +OOp(Op..ed_RO 0 1 "" 5 VER 70' WI'CO - - TEI.iPORA.RYEASEMENf _ -=- -=- _ _ _ (/) - - - - - - - - - -rH~PORARY EASEMENT - - - - - - - -,- - - - - 70 T@ +00 ~ ..c .~ " 0 ..., L S & G MATERIALS d 0.. ~ ~ /I ~ ~ &0\& ~ / 7 ( "- ~m~ I 1,] ._ ;< u ~:.:~ oou w o ""0 CUT 106 122 139 159 168 166 165 163 169 182 187 186 171 160 152 85 144 139 132 124 ~ ~ ': z z " Fill 421 421 341 226 226 334 414 375 332 315 .300 282 277 298 347 351 354 ~ ~ ~ ;; ;; ...._....._....._... '00 ~~~ I>O a a 670 ._,'_ u d o;t" d -8 - - 670 E o to 0 <;t- ci ill (!:;g ~~ ~~ ~~ iJl to l!l <;t- lO 0> <=0. ~ II N lD ~ ~ 660 <C- ~ II II _II. ..11- _____ 660 g ~ ~ i tn d ~ ~ GRADE AT PROPOSED CENTERLINE ~ ~ '!2 ~:; Vl W .I!,' <(<( 0... 0... '-'- UU o 0 ii 0.. 0. Ii: coco>> >> 6~0 ___._ _ ~ _050J: - - --0:-5--0%-:::.-:_----:------1 ----- 650 B I r tD , ~- h~ 0( 640 ____ ____ ;:.===========-==========_ _____---'__-'p--=;;_________ -;,,-S~~Gf~icfM~I~==P=2~;========-===-::.= ::.=:::;--;::::~==-f;;..~=~-:;~i2:;- --:::.=- ---- ~~ t3 ~ iiz a- . .... a: 5~ 5~ W un' k, W az ~(3 t-Z 620 ___ .._., ___ 620 c.3 W [LEVA TIONS AT PROPOSED CENTERLINE / FileR 00' __ _'n ___ ow ;3~ . 0 <r:J ,n :g ';:2 .:~ j:;:: ;'J !~ ,~ .~ -;:, ~ ~ ~ .1i ~ ~ :;; -;:, g; ~ ~ '-;:' ~ !-;:, ,g; Sheet ~ ,~ ~ :~ i~ i~ ~ i~ :~ :~ ~ g ~ ~ ,~ ':; ~ ';J '!l ~ ~ '~ :~ '~ :~ i~ <0 <0 <0 '<0 :'-'" :<0 ;<0 :<0 :<0 !<O <0 <0 <0 W <0 W W <0 to <0 ,to ,w 'to :<0 <n <n 12 246-1-50 247+-00 247+-50 248+00 248+50"- --;/49+-00. 249+50 250+00 250+50 251+00 251+50 252+00 252+50 253+-00 253+50 254+00 254+-50 255+00 255+-50 256+OQ 256+-50 257+00 257+50 26 s ~.~ & -v S&GMATERIALS FILED ct SANOLME - D C co ,e T T :\,,;' '" zoos DEe -5 AtI 9: 20 ~ Int #23. RA-43 Inl #21. RA-43 r I I -, Inl ,19, RA-43 fnt #17. RA-4Q EL 5' Lt. Sto. 262+50, 20.5' Lt. 5to. 265+50, 20.5' Lt. _ I I I Sto. 268+00. 20.5' Lt. St~. 271+00, 20.5' Lt. I 7.98 Form Grode.:: 646.48 Form Grode", 644.98 .3. I I I Form Grode'" 646.23 ,---, Form Grode::: 647.73 CITY CLERK .. inv. E '" 639.40 Inv. ~ '" 541.16 ~ \ 2: :3 Inv. E '" 642.57 L---J Inv. E =: 644.04 .IOWA CITY; IOVlA ~ >- I WI .3 I / v , < ~ / v 5' Rt If'll #24, RA-4J Int #22. RA-43 ;:. l:}i I ;5 Inl #20, RA-43 0 Int #18. RA-40 I .r: 798' Slo. 262+50, 20.5' Rt. 5to. 265+50, 20.5' Rt. ~ \."5 \ '>- 5\0. 268+00. 20.5' Rt Sto. 27hOO, 20.5' Rt. J' en . Form Grode =: 646.48 Form Grode = 644.98 25 I t5 I ~ Form Grade = 646.23 Form Grade = 647.73 in.... W '" 6,39.19 Irw. N = 640.95 I I ~ I ~ trw. W '" 642.36 In\'. W = 643.83 ~ Inv. S :. 638.79 Irw. 5 = 640.65 I ~ I ~ Irw. N '" 642,36 In\'. 5 =' 643.83 0 Inv. N - 639.19 Inv. W = 640.95 I 10 I I- Iny. S '" 642,16 0: I I I -0......... I I I I cg I I CO.~ T@ +00 80' Hi' +50 J I I L _ 80' T@ +0:'0 80 en 0 _ _ _ _ _ _ _ --+- _ _ _ _ _ _ _ -TE~POR^RY E^SE~1[NT _ _ _ _ _ _ _ - - - - ~ I I - - - - -TEMPORARY EASEMENT~ - - - - - - - - - - - - - - - - - - -TEMPORARY EASLMENT - - - - - - ~ - - - ------ ,Q:: \ \ ,-, ~ . +-'......... ~ t-OO ",,'@ +:'0 I I 5;:,@ +:>D 55 Q) C P'opo. d_RO -- P'OIlo.ed_RO P,,,,,o.ed_RO P,O<'o,e<l.JlQ P'opo<e~_RO P,opo,ed RQU P'opo;od_RQ P,ope,ed_RQ P'opo.e<lJW\II P'opC$<d_RO P'opo.ed_RQ P'opo.ed_RO P'OIlosod_1l0 Q) (() ~~~~~;~~~-~~~----~~@~~~:~-~~------~-------~-~~~~~=:=~~~~~-~ -=~~~ 01 g ~ --'& g g ~l ~:ig :5 SO. Gilbert St:5 01 g ~ g e a; 'f g :5 ~/; 8 % g g g 15 e ~ ~ffl . J- +_ =---J :lL-. ----.i---_~ +__1 t *' .....-.---~_._--.:li~ -.t-~------'"--- ~ ----+~ _~__._L~ 0.. C~WI'1 ~- --.= I:;;; ~ I =r::-.:ri 51;';:;r.-- ~? ,. ---:f} 1 .a P " 'I>... ---"""'"-tt:P 0"~ '1; R GR""'" ~- ~ (f"i E N '"'" N P 2 N N N N N N "', N _.. N < <~ '" ,~ u _ _ . = -. _~_~-~ 1:: :,~ ~----+----l( 24-.------"c---' __-------J<--------------'" ~-------.(j( ~ __~ - ~_l___~- .,..--li ~'---=\(-=====-=-4--~ .. "~~---+--^ -,: <-----+---, ~----*-~ :5 ~5o.~.o~5~Q. P,opo,ed..AO P'opo,ed.JlO p,oPO<edJlO P'OIlc.ed.JlO P,opo'ed.JlO P,ooo'ed_ROW P'opo.eo_RO' P~ooos.d_RO P'opo.e~_RO P'c>po>ed.JlO :;p~t~~:foO proPo45 0 SILTF[NCE SILTr[NCE SILT>ENCE (j) _ _ _ _ _ _ _ _ _ _ _ _ _ -TEMPORARY EASEMENT _ _ _ _ _ _ ---=-=--=- ~~---..:-----=--=- :::=~------=--=-- :::=-lEMPORARYLiISEMENT----.-: =- =- ~~----- =- =- ~---=-----~ == =-TEMPORARY EASEMENT-----==- -,-;- - - - .. l@ +00 70' T@ +50 70 ,@ +50.c (::; ...c:: SCALES: Q .9.!., Q 1" = 50' HOR -t-> 2: d 1" '" S'VER S&GMATERJALS ~ ~ a.. ~ ~ ~~~ ~rn~ lie] ~ e ~ aaw ;<; ooa . .~ 132 124 115 108 104 100 104 154 171 203 216 207 180 185 191 195 198 197 187 177 168 170 ~ ~ ,g- o 372 379 351 321 297 205 173 105 76 104 106 99 100 101 120 131 135 114 ~ ~ J} 0; 0; 00 cXcX~ .'0 ~J9 ... .. :5 . ... ....~.?o. E ci v; o ~ , ~ ~ ~k '" ~ ~ N <D .. fi 660. ....I~ .1) 650 g -'6 ~ ~ ~ ~ ~~ CENTERLINE lJ'l W ~ ('j ~ ii: ~ > > ~50 Z o Cii P-'14 ;:....:;: . h- SLUDGE f(jRCEMAIN ..... Cl 6,~o--' =_ ___~__~o_ \...,) ." --- ----~---- C9 ;:;Z . ~ cr 6JO 6~ W .. '-. ill aZ >..(3 t;z 620 ...... !'..?9 C,J W ~lEVAnONS AT PROPOSED CENTERLINE File # '''-~, '" ;~5 :~ ;1; :i).~ s; ~::i) :;; i~ ;: i~ <0 Sheet 0::> ,... <0 <0 .... ......... <:0 0:) '" '0' o-i ,~ J, J,;:' :~ ~ J; J, J, ;:"J,:.1; 13 00 259+50 262~OO 262+50 26Jt-00 263+50 25...00 264+50 266+50 267+00 267"50 269..50 270+00 270+50 271t-50 .. 272+00 273+50 274+00 274 \ I Q) ~r . . I . --- " - ~ -"", / 6 2 ------ ,,' . 0 ' -' - , \ , ~ ----- -- ...... , ! I I u ,- :) I C==~'--~~,=' / , ,FILE, , I \ I I i I i j I ,- I c: /! ;1 \ \ !_~__,/ lUas DEC ,S fH 9' 20 ~ s'" /' 'I (j U I \ ~,,/ CllY qLERI( c r i i n 0 Ci n! \ " IOWA en Y, IOWA j [ 1\ 'I Ii I L' u I \ ! / ~ / , " / - / , , , u I "'~~,~^",," : '/ ~ -....- - I \ I n 0 Napoleon Palk '" i ~ 0 ----- 0 0 " _ " _u_ ---- -'---'-~--J "~O"~^,,,,' lJ """ "u-/I ~~ Int #1, RA-40 5')' Lt. ; Public Works I IN I .-----.--.-.~-.-7 ro,O Sto. 290+00:... 2 5'2 21 '1 Complex G.l" 0 (f) ~ FOlm GlOd, - 6. - c ~ I 0 , D- - 02 I '" ~ 0 0 ~ ~ -- "d - ..,. " , "" ' , , "'" "^,<o 0 , " " 2'90+00. 25.5' RL I...Q! Vi ~ _ _ Ci5 E Sto. G"d, - 652.21 0 00. ,,_or _ _ / ,_~ " "." - · " - --- ~ 0 "do''"'' " , ", 'C "., ,.. m. "" . , "',' I "U po",", EASEME", '.:0 \ I . . - - ~ ~"'" ". J C3 E "15' T@,,, 'O' ", '" \, "', _. e- ' - " ", - c ". "" ,,- , " ", - " co '. U . bJ. ," m I So Gilbert >>'" , " ,__ ~ w CD - , """"" ", " ,. _':, ., . , - - - -" ~- ~, , j , _'u' / I -"-. "----;' :" _" ~~, ~ U ~, , .u ,_ , , , ~_ _ ,/ " - '.h '-- ,. "" , , -~ ,_ 0 ~~",-" '-'-, - ~",,- , ~~ - , - , ~! a: ~ 01 ~,..I,~ ru. -. "J ~~'" ---J I ' _-I , , ..- - ,-J (I . -".- 1- ,h~ ,J 'r ii~~ . -, , J / .., 'I n ( , " - ". . " , P'opos< ;,O'@.5U TEMPORARY [AS[MENl { ,<-",'" ./ ~ (!, ) ~ q; ) , ", e ~ " ',"" ^ ,." '~m"~m < ~ "^',, c;M" " " , ' " , ~ ~. " " " , "~ He " , - <., ~ C '". _ ;;' roou, "on, H ro ,u, "'"",,, " , '''"00 '" ''" " " T01AL AOJUSTE~~~tLllSH:'R := 687 CY '" ro, ,.~. , roo '" " . , '" '" " , '" "' ro. ,. _.. ". ro, "_ . , , '" ,,, .. ", C;::vv Z ~5D.... 0 - - . -- ..... ..' C ~ 640. \....l - -d ~n: w 6~O"..,. k., W oz >"CJ - "' .--- - - re' c' ' " '" , PS 235 . 10 ,., 15 ;;0 61~ " N ~ ~ "" ~ ""'N ~ " Of] ~ <0 - ~ '" <D ~ " 00 28[1+50. -- I I j 1/ I 11 !. , , t 1/ I L I f-i--75' 2/1+00 ~ J r' ~ x ! I & i j!t:-f SOUTHGATE BP ,~ S I ' J~f f PROPERTIES,LlC "'11 I FILED t gITY-9~OWACITY e 4<' I J I ~_ ;, Public Works (L L.. ! / l II ~ ~ ~===::<:::::7 J--.-------'of-l Complex "0 S & G MATERIALS '-------' lint #11. RA.-4} ,II I I C ! 510 30+44.37,19.5' Ll ./ :: j I 200S DEe -5 AM \9: 20 co Form Grode"" 646.82 ,'II Int 117, RA-70 wi 12' LO ('>" f~," c In.... 5 "" 643.13 I II I 5to. 281+30, 25.5' Lt. \-. '-- .______~ lQ l II 29 00 Form Grade"" 646.90 .' , ,.... / -- _u____ --- ~-- 0..... 101 #14, RA-43 lot #'2. RA-43 i 1/ ~I hw. E. 643.23 I ITY CL.EHf~~-~.-------__ . 5to. 276+96, 15.9' Lt. Slo 30+4437195' Rt. i ii .$ I IO'~ CI VVA Int IIJ, RA-4J , ..'!! Form GrClde '" 547.80 I For~ Grode' "" 646.82 ~ II .::21 lInt #8. RA-4J . '(, 10f vA 5to. 287+00, 25-5 Lt. ~ Iny. E "" 643.80 I Irw. E = 642.73 / II 15 -g I Sto. 281+30. 25.5' Rt. Form G~Ode ::; 550_13 ->-' I hw. N = 642.93 J' II () m Form Grode", 646.90 , In". E - 646.66 it: Int #15, RA-43 \ j II 0 In.... N "" 642.7\ I fjj 5to. 276+96, 25.5' Rt. I / II ~I 10'1. W =" 642.97 I i Int #4, RA-43 Form Grode:: 647,51 \ l U I 10'1. 5 = 642.51 I I 5to. 287+00, 25.5' Rl. U ) Inv, W =_ 642.96 \ , II JO 00 I I 9"" l Form Grode = 55013 iO lnv, N - 642.76 /. _ 0 \ I II PT Sla '"' JO+l~.~553 I c",yn I COl'", Inv N - 64540 a:: j II / _ Inv W :: 64640 / :' II ~ I I r l In.., 5 '" 546.20 -0 t5 , ___ _ _' I co,;n C <D _ _ _ ....".0~.50_ _ _ __ _ _ _~ ~.~ -j _ _~ _ -1.'~~T~~~ _ _ _@Jt _ ~~T @_ 0_ -TEMPORARYEASEMENT~ ---1.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _----=-.::-~ _!Y:.-' TC+QO _ _ ~'Q --5IlJ_.fENfL _ -L _\ _ ~ \-~_ _ _ .-2.ILT1!..N'l.. _ --.l.l _ SILT F~~ SILT FENCE ------------________ ~ . Ill. 55'@+50 SS@tSO 0""""""\ l SO'@+50 II _____________-__ ,_ ~ "SO@+OO .............. Propo.o<l~QO Prooo.od_1l0 ~ropO'MJ<lJ pro~o'.d~ i ~ropos.d~1l0 II Prooo.ed. "' C , ;.., \ '0,.., '''"' .,<c .' "' "' 2t ~<>-=!\ J.0!t{,:;'\ ,,)~"'jJ~~" _.~/- ~~ 9 I ~~ ~ 7 ,x9~ -'-JJ-~!r on",? 5 ~. __~ --'i,'!-- ,".:;p( _~D"VI \ tJE w ~ ' ....N--"~ ~~ --++ " - :J.'h....L ~ \ l':I '" ill ~ 0- ~ +J. <:'8 ~ n -l ~. 0 - ; -------m '---t~ --&- t::> g :? 0 0 ~ It_~_ __....~ ':L.I __,+,_ ~ _ ~ _ Sjo~_ ------'i'~ -----.;'.----- _ _+ ~O. QilbertSt..';_ _ _...J-_ --<--..~_ ~~_L-.... ~._ _~__-L ~--- --+-.0"' e .:t ;J; --------i5-- ~.m------'~f,:::--'- - ---'~r -~/~ ~ j II:-g jl+29,87;;; I ~;;j ~ "i: '- ~ ~t ~ ~ _ 0.. ~ N - T" ~ e> r"'----- I _" __ 'r'!:iB~' ,,~p- -:---. J._ -',,,......_J _~ O...~i*_....~)-- ~- -'-'" ,::~.....~ (5..s _~ x !-----4:::=;:=@1 rY16 ~----' ~ ~ I~ -+iI' "~~~ ___~ __x3..-__=_~__ ______...._ _~_ 6; ,__I___~_...'_____________>T'__~'____Jl._ _~::::'''-~__~~ -_ ~__~~-__....,,_ ___ E =propo.o.<.JlO Propo'Od-"O' P'ooo..d~RO tdPO$.liU'l~ P'ooa..~_RO Propo..d_RO PropO$.~.JlO ~ P'opos.~JlO P"po..d~RO PrOPa.o<l_1l0 P'OP""d_.RO p, :JO 5'. 50 (, ". ~~. I "", 5 ._ cOO 4 + 4S'@ +50 " L=====~~~~======== su"'", "I 0.. ' (j) I .~ " ~I _0_ - - - -->.,,-' - - - - - - - - - - - -TEMPORARY EASEMENT - - - - - - _ _ _ _ _ _ _ - _ _ _ _,_ _ _ ~ - -.c I - -7O'T@--;50 - - - - - - -i II - - 7S' T@ +:'0 - - - '~ - Int #5 RA-70 w/12' LO Int #6 RA-43 75 T@ +00..s.:: ~ " I S,fAlES:, t l // Sto. 2'84+00, 25.5' LL Sto, 2'84+00, 25.5' Rt. S G & M Q .~ ~ 1": 5? HQR r1/,?:.' I ;orm G~Ode = 648.25 Form Gr~de c 648.25 PROPERTIES,INC, -+-:> J: ~11 5 VER S&GMATERIALS ,g~i:;11 SG&M I I ,ny.E.-644.58 Inv.N -644,32 d ~ CI4 r<'",#,<<:lt - I I lnv. W ::; 644,32 ~ (...) I 61'.s1/ PROPERTIES, INC In" 5 = 644 12 ~ , ~ >.. t~ I . . 0:: if! 0::: I' II O::lDO::: . U . . 1 , I 1i _.-g , , I . 1 I c C~ I I I .2',.. '-> 'I . J I I' ::: e ~ i . I I 'I I oou I , 0 i I ! ! <0 690! , I' : 1 [ D ,---' -.--.. .-..... ......". "'['''''''' ...... .___m..._.. ....... ... .... ....,......-.. _ __1..._.....'....'..._ -..""",... ...~... - -...-. .....,. .....-..-. -,.-; .,.........-.. j- .....-..... -g-g~ 168 I 170 184: 195 207 217 229 292 316 291 301 392 I 486 I 628 500 360 347 351 ;\32 293 228 i 199 I 195 186 191 209 203 158 135 107 84 ~ ~.f 135 i 114 93 i 94 96 78 51 22 24 60 63 38 17! 4 0 10 27 31 24 27 48' 72 i 79 76 53 37 40 75 99 125 176 .::: ~ ~ I I I : 680 ii, , 680 ~ ~ ""'"1'"'--"" -I'" ....... ...~..-.. ..."_......,,. r .........'..1....-.'. r~ L.__......... .........-...,... --..'"]'".....-." .-.............--r -.......... ....... Jj~2 I I ; I J: >g , I I ; I I : i I I " _6.70"""8 I .............. i 1__ _"..'" "__ ,,,,.u. ..._........_"_ .~__ J ._..........,...,_.. i _? ~ g """ "I ' l g 0 Vi + ~ :;; ~ ;f) ;; ~~ ~ ~ ~ i i ~ ;J; c: (L >< 660 II II II I! ~. ..... II II 660 -" ~ ib "_u ..--'". r ..--_..._.._,...~,.. u_,. .-.."..-.., ,-- ..... ..".,,_. ........ .. .... ......4: .........."".. g 0.-; ~ ::; . /EX.ISTING SURFACE ~! 'GRADE AT PfWPOSED CENTERLINE ! in ~:;:; if! wI: ! _ .~ <(.<<; g; ~ :: ~ ~ I : I g; g; '"-uu ._...,S().- _ :: , I i .Q.6S7~ Z .".....------' -..._.....--" .~....."..."".-----------,.-----'--'-------'---'--'~ - 0':'5'07."" '>--'-._'- ..____c -To--...- -- - ~C_50r. - - - - --, 0 ; I G n ,". ' b= P4 Ui ! P'12 II I I ;: P-5 i ;::... 5" . c!<Q= = ===========,=====,,======== ====== == = = ========~~ oj~-C p_B -?-=P=-=,= =cc==".===.=d========== ====='f=.=_=.==L=====:=.=====.==== =, = = =.=_.== = = ==:-i''fL0'Dii,=,iiei',-;;;;,== = = = = - - ~;:,. ~ is . 8" SLUDGE FORCEMAIN LL________-'---____---.:_~ 8" SLUDGE rORCE'-MAIN i :-::r: CJ . I ~Z " !:2 rr 6JO ! 630 W -..,.. ... '" W oz >-19 ....Z ..,.. .~P" 0 W AT PROPOSED CENTERLINE File # PS ".'.. 235 ~ ;~ ~ ~ '~ ,~ ;!; ~ ~ ~ ~ .~ !~ ~ ~ ~ ~:2 f% :i ~ g: : ~ :? ~ ~ Sheet ,~ ~ :;:, :~ i~ ~ ':i r;; ~ ~ .~ '~~ ~ ~ ~ ~ ':i ~ '" g g ;j ;;:; ;;:; ;;:; '''' '" !co 'to ,<0 '" '" <0 <0 <0 '" ,'" '" to '<0 '" '" <0 .<0 '" <0 <0 '" '" <0 '" 14 50 274+00 274+50 275+00 275+50 276+00 276+50 277+00 277+50 278+00 278+50 285<-50 286+00 286+50"" 287+00 287+50 288+00 28B+50 "i89 - --~ - - - / i I~ \ I'" lL : I ' , ~ I I J " i-j-- - 1 / SO",HG,,, BP 1 I I I , FILED '5 CITY OF IOWA CITY PROPERTIES LlG l : I \1 I i I 0:: : I j : i I u ~,' I I 'J zg I' I C 2005 DEe - 5 AM 9: 20 (lj (/; I '11.3, 1,1 C f L ' ~':~2~;~~5 n @f , : .~ I I; I I <1l , I R=125000n ," r I I n:: # I I, - 09.,2'33- . I, , I' CITY CLERK 8 I' I r , - _ ~ O. I I I I IOWA CITY. IOWA iU ~ .............. -' t2B) I I ,-,-~ I I '" ''-M\ - I ' I 1 I I "- ~ 7 - '1-"- g ~ '\ - - - - - t - I 0 19 l I ~ ~ '" ,---', C, <- 1 , r ,If' 1 ___un , en ~, Bill '"' Q u ..., ~,_ g I I I~' II I ((l '~,~. l ~----~~, -\'J:-+1C ,,,, II 0 ','" I N g -II ~ll II 0: " '... 'Oil< I I 11"1 I ~ " k!<,..... "lei [5 I -E!ii-L- u~ ........... 1vSq.,.~t~.t, I II I II I ", ,,,,:-.~..~,, ~=",! I r \ T I~": I I Ilr~_ - cal ((l.- '""" ................ ... _ ~ _ _ I 8. III I t i // - -- UJ~ -- ", ~~~~~~~: ~~ ..-'-",,':'~ .............. - - --........ ~""rr-l ~i p t ' I ,1' ,0. .......... .......... -'f ~ lf1 - - - -::::: :::::-;::::: - - _ _ I. I I I I / 0)- - - ",'" '-''1 ~,-", ;;;.;: ,>~ ."11 1 ,-- , ('f Q)C .......... ~ / _ __ _ =E DETAIL I I , ~Q) ~E -- :~ --------1-+ "I' 'J':" I UJQ) -- / '-. II I " -- / j,.... -.. I . '" I " t> -- -./ 28-1- ~ I I I 0 " I Q)O .o~ , I I <<,II _0- SCALES, ,,~. 1 I 0 I I ! 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I i I ~ ~ ~ 1 ~oc L W C ~ W if 550 650 555 n_ .- --,,_. ---.--.--1---- -- 555 555 0 Z ~ . -----f--..... ~ "'<9 E2 / (' i \ ...---~ ! h Z :;:c - -- -'\ 7r ~ i -- ~ , ,,,' /' ,~~,'m ~ <::; W I .mi'\:::/"'" ..-_- ~, ./" .~..J ..... .. . 2:: STA = 67+5~'- V / " >-___ ___ .-A_ "<I - File .1 . """"" .' _"." _ I.. . ~ \ ::r ,~,^ 'cT PS C OESICN E1 ~545.J9 \.- ----/ -=-_. .:J 1M. f"\ ' I 235 '" '0" '. , .,. S1A = '" .eoo" j ~ I"'"...... ..... ..... .... ....sc:l.UfH...dILsERh'/SAN. o ROI\D ,,,.,"" .......... ';;~'~:"'~\\":',~ ..., ..;c,,,,,,, -,.,~ i ............... 'Sheet ~ ,I' , 19 if " '" ~" +;0;0 + l T"' 'p <0 'F ! " <0" ! 6b + ~ zo 40 60 6b <10 ZU ~ 20 4{) 60 80 00 50 2P 'i 2.0 ....................1......... ..,.. ......... .....1 ....;.........., .... 5 ; Ii, FILt[) .'" "'. .......+..+u.i.. ......1......., ...... .........M"'... ...... ......,......... .............. ........1.......... '.' ........ ~ , , 2005 DEe -s A/1 9: 8 6 ';';,! I ; !! , , 0 :.... ----!'--~.~.....;p~"%:c~..~..~v.. 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G ! ."'. - ": . - - -.. -- . . ,.--.,. ..- ,1-,,- ---~-,--- I l ~ ii ~ '" -- --" t;= . "'-"" I .n__ . I ...... r File # . ''''' " '.. PS ' . - . ,- -"". -. -- -.-, - -, 235 . .... ... . ...... , I 1--, I ., I ....:1 t ' .- .' , ........, .. " ,,---",,".... Shee . , ".n , . ", , '- ' .... , 22 .. '-'" .. 'I 'J -- .-,-- . . , , '1 - , _, H_ l , ' , .. , , -, . -- .,- , "'- ~ '~~--r~/! I , __, , . . ", ,._, , n i , . . ' ..--.. =,. --- '- I. I I. i op . '''''-',.". . . , ". -.'. , . . , ' -;' mu,. . - , - -..-- . . .. - -. > ;~ . ....... ....1.... I' (' ^l\ln He 1'\0 "!' OP 0. '.....H r!:11 L'~, ,,\' ~ ..... SOUT ~ L ., " 'Q ; c ~ ~ - if I , 'c' ; , ' ! 100 BO 4n 7 ~ r ~ 6~ IV ZO 20 r w ~ l~O 1:0 ! ' . ............., c:__.!._. .. r . ". -:: ..... -.....- _n ......"'................,...-. !- ,.... . .' c_, .. FILEt5 ~ . . . 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H~ .. . ~Ii ~ 4% .. t/" =::;-' .<< ; oL___ .-..---~---'--_ . ~ :~T~I,,~:~,~~)5: ...---- T ------ -------- ..__u~: _ _ _____ _ -.-i------Ic-. "u~u Cr: OESIGN E _647.91 - .... - c. 1 I 1 ;::: 2: .,' I '-. Cl ,.:i 555 _ I .- - 555_..__ _! _____. _____. ,__ __ __ __ .___ _ 655 U11'I #, _.'C ... 00.. ~ Z <C I \ ~ a: 1 w ~ 0>,_. -.. . . c g.!. ." c .",- ------ - -- c .t---.:.-:::.:::- _..: ____ ,,,;:; ~ ~____ .. ~ . ~"'-' . . ------------------- ~ (9 ~ ------ - --- ---~---- ...:..--------~ ____ ----- i t: Z ~ ' ' I . t...lW u '" ' . STA =f8+00 5~5 545, - .- -- -. ----- ---------, ST' ----50 . .. - -- 64' . \ ~- --- . -- - ------ .- --,- -- --- '. -. '.- -~ICl,.U.t: -.{;48_0Y '. ~ - ---- A =30+. . - - - . - . DESIGN E ~64B 05 ; O~IClN^l L r64955 ' File # c;': ! :; OESlGNE _6<660 . PS ~ McCOLLISTER BOUlEVARD _ ._cc___ .. _ __c~m_._u __.. ' 235 --..' _c... -....-- u' ,. _._'._c.c.............. _[__......._.._c.._._ i '.- . _"_'C ..-..... - .. ~ ---. -- - . . - Sheet '", c , 23 u... 110 1<)0 60 -40 2P ~ 2p .0 6p ro 11)0 110 140 : ~o 1( &:J :_ 20 4' S!J 80 100 110 1~0 if " Pr~~ ~ Prepared by: Ron Knoche, Public Works, 410 E. Washington St., 10'1/3 City, IA 52240 (319) 356--5138 RESOLUTION NO, O';-~R~ RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON- TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE SOUTH GILBERT STREET/SAND ROAD IMPROVEMENTS - NAPOLEON LANE TO SYAMORE STREET PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, 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, NOW, THEREFORE, BE IT RESOLVED BY THE CITY 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 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. 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, until 10:30 a.m. on the 11th day of January, 2006, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be published as required by law, Thereafter the bids will be opened by the City Engineer or his designee, and thereupon referred to the 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, or at a later date and/or time as determined by the Director of Public Works or designee, with notice of said later date and/or time to be published as required by law, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the. City Clerk. Passed and approved this 11th day of December ,20 05 /~~/ UI. /~-__ MAYOR ATTEST:)nt2~';; J(, ~ I zJ8'/~ r CITY'cLERK Pwenglreslnapoleon-s~more_app&s.doc . Resolution No. 05-386 Page ? It was moved by Wi lbllrn and seconded by rh~mp i rm the Resolution be adopted. and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion y Elliott y Lehman x O'Donnell x Vanderhoef x Wilburn ------- NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE SOUTH GILBERT STREET I SAND ROAD IMPROVEMENTS - NAPOLEON LANE TO SYCAMORE STREET 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 South Gilbert Street / Sand Road Improvements - Napoleon Lane to Sycamore Street Project in said city at 7:00 p.m. on the 13th day of December, 2005, 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 Cierk. 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 I may be inspected by any interested persons. Any interested persons may appear at said I meeting of the City Council for the purpose of I 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. I MARIAN K. KARR, CITY CLERK I I I . , , - ADDENDUM NO.1 January 5, 2006 SOUTH GILBERT STREET I SAND ROAD - NAPOLEON LANE TO SYCAMORE STREET IMPROVEMENTS PROJECT IOWA CITY, IOWA The information in this Addendum modifies, supplements, or replaces information contained in the Plans and/or Specifications, as applicable, and is hereby made a part of the Contract Documents, ...., 0 = = ~O "" APPLICABLE TO THE SPECIFICATIONS '- "'" -I z: 11 1. FORM OF PROPOSAL - Page FP-3 and FP-4 0-< - --i0 Cl r _-<r m I IT] :>> A. Modify the following bid items, units and estimated quantities: O:JJ ~ r-' I ^ - '_J <; - 24,21d> '. 4. Modified Subbase, 6" SY N I 0- I 6. Standard or Slip Form PCC Pavement, SY 12,700 Class C, Class 3, 9" I I B. Add the following bid items, units and estimated quantities: I , 6A. Standard or Slip Form PCC Pavement, SY 11,121 Class C, Class 3,10" 38. Temporary Granular Surfacing TON 1,100 BIDDERS MUST USE THE NEW BID FORM (yellow) THAT IS ATTACHED TO THIS ADDENDUM WHEN SUBMITTING A BID, 2. MEASUREMENT AND PAYMENT- Page 01025-3 and Page 01025-7 Modify the following bid item descriptions: 4, Modified Subbase, 6" (SY) The unit price for this item will be paid based on the number of square yards of modified subbase constructed at the specified thickness including placement 36-inches beyond the back of curb. Also included with this item is excavation to grade, subgrade preparation and compaction, subgrade treatments, and subbase placement and compaction to required elevations, Recycled crushed PCC pavement may be used, Addendum NO.1 January 5, 2006 Page 1 of 3 --; ,~' - . 6. Standard and Slipform PCC Pavement, Class C Class 3, 9" (SY) 6A, Standard and Slipform PCC Pavement, Class C Class 3, 10" (SY) The unit prices for these items will be paid based on the number of square yards of Portland Cement Concrete pavements, driveways and parking lots constructed at the specified widths, thicknesses and mix designs, including 5- foot in length full depth concrete through the sidewalk where driveways are shown in the plan. Also included with these items is excavation to place forms and pavement at required elevations, supply, placement and compaction of subgrade material under driveways and parking lots, forming, supply, placement and finishing of concrete, special concrete mixes, reinforcement, Portland Cement Concrete curb and curb drop installation, curing, jointing and joint sealing, grading to establish a uniform grade between the sidewalk and top of curb, and backfilling at curb lines, driveway edges and parking lot edges. Aggregate durability class for all P,C. Concrete paving shall be Class 3, Pavement smoothness shall be evaluated for main line pavement per current lOOT Specifications. 38, Temporary Granular Surfacing (TON) ..0 N ,0:{ " ~"Elfe unit price for this item will be paid based on the number of tons of - Ii - ~~porary granular surfacing constructed at the specified thickness, This x: W <0: ,~tn is to be used to provide access to Sandhill Subdivision, Also -1 0 C1l-mluded with this item is excavation to grade, subgrade preparation and - LL '>- '-' :z i~paction, subgrade treatments, and subbase placement and - -, Uc8impaction to required elevations, u:> = Q = <--I APPLICABLE TO THE PLANS 3. TYPICAL CROSS SECTIONS - Sheet 3 Modify the pavement thickness for South Gilbert Street from 9" to 10", 4. CONSTRUCTION DETAILS - Sheet 4 A. Delete and Replace the TYPICAL SEWER TRENCH DETAIL. 5, TRAFFIC CONTROL - Sheet 5 A. Add an additional Road Closed Sign at the City Limits, Addendum NO.1 I January 5, 2006 Page 2 of 3 I -- .- . I , . r .. B. Add the following note: Access shall be maintained to McCollister Blvd and Sandhill Estates, 7. ESTIMATE OF QUANTITIES, GENERAL NOTES and TABULATIONS - Sheet 6 A. Modify the following bid items, units and estimated quantities: 4. Modified Subbase, 6" SY 24,210 6, Standard or Slip Form PCC Pavement, SY 12,700 Class C, Class 3, 9" B. Add the following bid items, units and estimated quantities: 6A. Standard or Slip Form PCC Pavement, SY 11,121 Class C, Class 3,10" 38, Temporary Granular Surfacing TON 1 ,100 C. Add the following pavement thicknesses to the Remarks of the Removal Tabulation: Sand Road 6"-8" Thick HMA So. Gilbert Street 6"-8" Thick HMA So. Gilbert Street 10" Thick PCC D. Add tabulation for Temporary Granular Surfacing. 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: DATE: Z,..,../~ ;e i;;.",. L- II 'S/1.oo(' Ronald R. Knoche, P.E. City Engineer Iowa Reg. No. 15570 My license renewal date is December 31, 2006 ..., 0 = = ~S 0' <-- - ~r 11 0-< ~ - -Ie) 0 r- :<r- IT1 m "". -:D ::i: ,.--, OT - U <;: , - 5> ,. N 0\ Addendum NO.1 January 5, 2006 Page 3 of 3 . .' , TYPICAL SECTION: Sand Road - So. Gilbert St. FI L.ED , , ROW West East ~~6 JAN I ~,^'i II: 27 LINE Fill ties @ - @ ------<:8) 1 CiTY CLERK 8 Ft. Varies CD -- -1'Cf @ ,:l~~ ~l ~}- 1F I~T~ -- 2%_ T 4 L2"il 4% @ @ ~. L - @ @ -- 4% I - SIDEWALK / @-- ~ - ----0 Refer to Plan drawings I ( EARTH SHOULDER ) for more detail .._~ - 1- --@ ~DRAIN J--Q ( SUBDRAIN J--Q NOTES: --( MODIFIED SUBBAS~ -( PCC PAVEMENT 1 Dimensions indicated are for design purposes. Variations from the typical section will be allowed only at locations specifically LOCATION DIMENSIONS SHOULDER % SLOPE noted elsewhere in the plans or as directed by the Engineer. ROAD IDENTIFICATION STATION TO STATION ~ ~ C0 (Q) (E F (9 @ GIJ @ . Refer to Cross-Sections Sheets for variations. IN IN FT FT FT FT FT FT FT TYPE Sand Road 250+00 276+84 6 2.5 7 12 1.5 41 29.5 3 Earth 2% ( SUBDRAIN )-- Refer to Standard Road Plan RF-19C, Type 12 South Gilbert Street 276+84 279+84 10 % 6 2.5 7-12 12 1.5 41-51 29.5-24.5 3 Earth 2% Installation. Material from trenches shall be used for earth shoulder fill. South Gilbert Street 279+84 292+50 10 % 6 2.5 12 12 1.5 51 24,5 3 Earth 3% No granular material will be allowed in the top 6" of the final grade in c areas to be seeded. - South Gilbert Street 292+50 293+42 10 % 6 2.5 12-11 12 1.5 51-49 24.5 3 Earth 3% c: , -. .. TYPICAL SECTION: McCollister Boulevard " " North South ROW ROW Cut " c LINE LINE c Fill " @ @ @ 1~ 4 4 Varies l @ Tcc--CD)-i--@ 1 @ ,- >--- 11 r ! -- I " f - 2% Iz% - 4% c ~4'10_ - ; 3% 3% " 0-- - - ----0 I I -( EARTH SHOULDER ) - I ,. ~ , " - - --@ J J--Q ( SUB DRAIN J--Q NOTES: ( SUBDRAIN Dimensions indicated are for design purposes. Variations from the typical --( MODIFIED SUB.BII,,~ PCC PAVEMEN'O section will be allowed only at locations specifically noted elsewhere in the , plans or as directed by the Engineer. v LOCATION DIMENSIONS SHOULDER A B ~ (Q) (s) ~ ~ @ GIJ . Refer to Cross-Sections Sheets for variations. " ROAD IDENTIFICATION STATION TO STATION IN TYPE , " IN FT FT FT FT FT FT ( SUBDRAIN )-- Refer to Standard Road Plan RF-19C, Type 12 ., McCollister Boulevard 27+80 30+54.37 9 6 2.5 12 12 1.5 39 24,5 3 Earth Installation. Material from trenches shall be used for earth shoulder fill. No granular material will be allowed in the top 6" of the final grade in , areas to be seeded. c C' Fieldbook: 01, HScale: As Noted D<1s~ned: RRK Project South Gilbert Street - Sand Road Sheet Title: File # Sheet , CITY OF IOWA CITY ENGINEERING ~ DIVISION CAD Folller: Pav-Strm VScaJs: AsNoled Drawn: BSM Typical Cross Sections PS 235 3 " CAD File: Sht-B01 Dala Spring 2006 Checked: RRK Improvement Project TYPICAL SEWER TRENCH DETAIL to 1.0"-2,4" I----J 200~~: I 0 TYPICAL SEWER TRENCH DETAIL '''Tal AM II: 27 Backfill 50-S57.0rL (See notes 4-6) 1110 COl,lPACTEOSTONE BASEDiAM 1IIIl AT 9S:S:STANOARD T ...., 1-09" TO 1.4" PROCTOR DETECTABLE WARNING ALlCNMENT III r CRUSHED CRUSHED {TOP VIEW} I_ill- STONE l'UIN. STONE PRE-MANUfACTURED ?AN~L 1"- ID/4 (THICKNES':;VAAIES) Compacted 0/4+T O/4tT -\6.-~' (."f.lIN.) (4"YIN.) Granular Bedding P'--UNOIS1URSED SOl.. , -UNDISTtJRBEDSQll (See Notes 1, 2, 6) ;;.RC)AOWAY PAVEt.lENT CRUSHED STONE ENCASEMENT CRUSHED STONE ENCASEMENT BEDDING AND BACKFILL UNDER PAVED AREA BEDDING & BACKF!LL SEE NOTE 2 SEE NOTE2B PRE-MAMUFACl'UREO DE1ECTA8lE WARNING PANEL INSTAllATION NOTES: 10 Bd Bd PRE-MANUfACTURED onEClABlf WARNING PANELS SHALL Bf flAl,ILY SUPPORTED .0.1 Ait CORNERS 10 10 B, ON RE..Roo OR CH~R SUPPORTS M>lO PLACED INTO PLASTIC CONC1l.ETE SIDEWALK RAI.!P INCHES FEET & INCHES FEET& 8" 2' "3" INCHES INCHES 10" 2' "3" 4 10 30 0 MODUtARPAVl:RS 1/T (MA~,} CAULKED JOINT 12" 2' -3" 6 1.0 36 4.' (THICKNESS VARIES) 24"h\\H. ."6" 15" 2' -9" 8 ).3 41 '" --\6"-6- . 2 10 2.3 4 63 .. '~.~ )/4" SAND OR ASPHALT 18" 3'-0" " 23 ~ )., SnTING6EO 3. Place bedding to ensure that there are 21" 3'-3" 15 2' 60 )., ";.:'~~ADWAlPA\It~ ~ 1B" 24" 3'-6" " 3.' 66 8.6 1 ~..,HT1~ SUBCRAD( " 3.3 72 '.3 4. 27" 4' "0" 24 36 78 ,. MODULAR DETECTABLE WARNING PAVED (BRICK PAVER) INSTALLATION 30" 4'-3" 27 40 M '09 INSTALL MODULAR PAveRS AS SPECIFIED IN SECTION 7030, 3.14 5. Backfill shall be compacted itable excavated material. If excavated mate lis 36" 4'-9" ALLOWABLE TRENCH WIDTHS unsuitable, backfill with co acted Class A crushed stone conforming to I.D.O.T. 42" 5' -6" NOTES DEHCTA!ll[WARNINC$HAllerSTAl.lP[D~ - O. i;'. Specifications 4120.04, ompact to 95% Modified Proctor Density. INrRESHINTEGRAllYCOlOREDCONCR(1E 1. PIPE SHALL BE PLACED ON CRUSHED STONE MATERIAL CLASS "S" BEDDING QR CONCROE COlDREO \11TH A "DRY SHAKE" --\ I " STAIN. (RAMP AREA OUTSIDE or \..-::- 24" MIN. e 6. In areas not un r or within 5' of paved area, backfill with suitable excavated material. 2. MATER!AlS AND COMPACTION DETEC1AlllE W^RNINC SHALL --\ 6"-8 , '. CQNCR(1( I excavated ma lal is unsuitable, backfill with compacted Class A crushed stone to within ,<'.) PAVED AREAS: UNOER AND WITHIN 5 FEET OF PAVED SURFACES, INCLUDiNG STREETS, SIDEWALKS ANn Di1IVl;WA'r'S, BACKFILL NOT BE COl.DRW) .:;,.,..--::;,.:; L' SI-'.AlL BE CLASS A CRUSHED STONE PLACED IN ONE FOOT LIFTS COMPACTED TO 95% STANClARD PROCTOR DENSITY, THE TOP 12 :,:'-:~:.' \.:'.::;.'." "(^RTr\~uaCRADE c: surface. Compact to 95% Modified Proctor Density. I'lCHES DIRECTLY BELOW PAVED SURFACES SHALL BE CLASS A CRUSHED STONE COMPACTED TO 98% STANDARD PROCTOR DENSITY. ,;'RDADWAYPAV[U[NT ~_ IF UNDER PAVEMENT, BACKFILL TO BOTTOM OF THE SUBGRAOE. IF NOT UNDER PAVEMENT, BACK FilL TO WITHIN 12 INCHES OF ..' \.- \2" FINISI-IEDSURFACE c ill around intakes in sidewalks shall be compacted with clean ballast rock. B.) AlL OTHER AREAS: BACKFILL SHALL CONSIST OF SUITABLE JOB EXCAVATED MATERIAL PLACED IN ONE FOOT LIFTS COMPACTED STAMPED DETECTABLE WARNING INSTALLATION A TO 90% STANDARD PROCTOR DENSITY. IF EXCAVATED MATERiAL IS UNSUITABLE, BACKFILL WITH CLASS A CRUSHED STONE TO WITHIN C 12 INCHES OF FINiSHED SURFACE . See Table for allowable trench width Bd NelES: , BELL HOLES SHALL BE HAND SI".APED SO THAT ONLY PIPE BARREL RECEIVES BEARING PRESSURE. A H" 8mif' or OETECTA8LE: WARNINGS Sl-IAlL BE INSTALLED AT THE BOTTOM or RAMP, G"_8' onm.jQ , PLACE BEDDING TO ENSURE THAT THERE ARE NO VOIDS UNDER OR ALONG THE LENGTH OF PIPE THE B^CK OF CUlIB OETECT^6LE WARNINC SuRfACES SHALL CClNTRASl \IlSUALLT \11TH "DJACENl 0: WALKING SIJRrACES E1T1i[R LIGHT ON DARK OR t)ARK ON LICHT. cC , BACKFilL SHALL BE HAND TAMPED UP TO 12 INCHES ABOVE TOP OF PIPE. 'c DETECTABLE WARNINGS - ~ 6 SEE TABLE FOR ALLOWABLE TRENCH WIDTH Bd 'c I TYPICAL CURB DROP DETAILS TRUNCATED DOMES " c c ~ cC See Points of Access Tabulation for Paved Drive or Alley f additional information. Curb/ I ., Curb c , r V Length of Opening / '. L Dropped Curb STANDARD ~ PLAN 6" INTEGRAL CURB SUBDRAIN DETAIL " 0. / 6" Sloped \ " Curb 7~" " ,; - - =--- 4L_ffl - , 6" , / Norm" Slope I @)> I c I l' Note: FL of Subdrain , v P.C. Conc. Outlet to be 1,0' above I - T Storm Sewer Invert. 0. (Typical) " RA Intake v I SECTION A-A SECTION A-A T Is Ihe thickness specified lor payement CD 3"radius ~ For Notes and Section refer to RF-19C Standard Road Plan 0. c ~ Fieldbook' N' HScale As Noted Designed Project: Sheet Title: File # Sheet L RRK South Gilbert Street - Sand Road CITY OF IOWA CITY ENGINEERING ," DIVISION CAD Folder: PaY-strm V Scale As Noted Drawn BSM Improvement Projecl Construction Delails PS 235 4 " ~ CAD File: . Dale Spring 2006 Checked RRK v . AT SOUTHGATE AVENUE FILED 2006 JAN I 0 AM II: 27 \ CITY CLEFiK Napoleon ROAD CLOSED IOWA CITY, IOWA \ ,," TO '. THRU TRAFFIC \ ON TYPE III " \ \ <: PUBLIC WORKS ~ COMPLEX ACCESS TO MCCOLLISTER f5 BOULEVARD AND SANDHILL 0, ESTA TES SHALL BE MAINTAINED, ii :,{ Q BLVD / ROAD CLOSED / ,#- ,- " I. " #' c: / #" .. " / OS . # () c ///. , / " ,,# .' .,;~ / ,;'. ~ ;/ c ,.,." I \~r ., " : ~ .I I I " '. C ~ " SAND LAKE ~ ,. , , , v ,. / ROAD CLOSED , " C ~ , ON TYPE III ) , ,. ~ - ~~/ - ~ yr ~ ~~ " v I AT HARMONY LANE " c ~ c Project: Sheet Title: File # Sheet Fieldbook: n/o HScole: As Noted Designed: RRK South Gilbert Street - Sand Road '" CITY OF IOWA CITY ENGINEERING , Tralfic Control ~ DIVISION CAD Folder: Pov-$trm V Scale: As Noted Ofl)wn: 85M Improvement Project PS 235 5 v CAD File: . Dote; Spring 2006 Checked. RRK ----.- . . ESTIMATED PROJECT QUANTITiES . REMOVAL OF PAVEMENT TABULATION _ , Loco\!on Length Width Areo Pavement 'Sow CUI R k REr ITEM CODE I ITEM UNIT QTY Streel ID Station to Stalio, LF LF (SY) Type LF em or S , NO i-- Sand Road 250+00 278+00 2 800 22 6 844 HMA 0 6-8 inches 1 Fence Removal LF 5,600 So, Gilbert St, 278+00 289+42 1 , 142' 22 2,792 HMA 0 6- 8 inches 2 ,Excavation, Class 10, Roadway &. 80rrow CY 21,151 SO-.Gilbert St, 289+42 293+42 400 22-49 1,578 PCC 150 10 inches I 3 I "-I"npri~l r.,., 'inn of Subarade STA 46 - 4 ( Modified Subbase Gl'alwla1'-SulJbase-;J 6" Sy 24,410 Total 11,214 5 """"- Shoulder t-imshL Earth __ STA 93, *Nat a bid item 6 I Standard or Slip Form PCC Pavement, SY ( _2~~2-1- 12 700 '\ ..~ , Class C, Class 3, 9" 1,,' " ) 6A Standard or Slip Form PCC Pavement, SY I 11 121 ~__.. Class C, Class 3, 10" , SiLT FENCE TABULATION r---Z. ISubdraln, Long1tudlnal, (Snli:l) 4' LF 9, f72 Location Length I i 8 Subdrain Outlet, RF -1.9C _ Each 62 Slreet ID Station to Station Side Ft RemarKS ~9 Intake, RA-40__.. Each 3 Sand Road 250+00 255+50 Rt 900 1 10 __ Intake, RA-43 Too Onlv Each 2 Sand Road 264+00 273+00 Rt 900 1 11 .. _ Intake, RA- 43 Each 18.., Gilbert Street 276+00 280+00 Lt 350 1 , 12 Intake, RA-70 ..___._ Each 2 Gilbert Street 281+00 285+00 Lt 350 1 i r-> 13 I Storm Sewer Utility Access, RA-50 Each 1 _ :.s ~4 Apron Concrete 24" Diameter Each 1 --------- 0 cr- , , c" zO <- 15 sewer, 2000D Storm, 12" Diameter LF 1.179 --- ~-. ~ \l 16 Sewer, _ 20000 Storm, 15" Diameter LF 636 T t I 3 500 0::2. :: r=: 17 Sewer, 2000D Storm, 18" Diameter LF 702 t. 'f' . th f.olda , :::::.0 0 .-n 18 Sewer 2000D Storm 24" Diameter LF 1301 _1..J.._o..G9 Ion to be veri led In ,e Ie . --<::\ _ 10 I I , , - (f1 -- .J 19 ... Revetment , Class E Ton 150 -0:0 ~ c 20 _Erosion Stone _ Ton..~ zr. -:: :: 21 Removal of Pavement SY 11,214 FIELD FENCE TYPE 47 TABULATION J:? ~ 22 Sidewalk, P,C. Concrete, 6 In, SY 1,180 '. . ' L th -. 23 Detectable WarninQ - Curb Ramp SF.~ L..ocatlon . ~. eng Remarks 24 Painted Pavement Markings, Durable Sta 112 Street ID Station to Station I ",de Ft 25 - Painted Symbol & Legend, Durable Each"9 Sand Road 250+00 278+00 Rt 2800 1 Ci 26 Traffic Control . LS 1 Sand Road 250+00 278+00 Lt 2800 1 c ~ i 27 Mobilization ... LS _ 1 '" ' 28 Field Fence, Type 47 LF 5,600 ,,_29 Mulch. Acre 8 -- ~ 30 Seed & Fertilize Acre 4 ~ 31 Seed & Fertilize (Urban) Acre 4 32 Stabilize Crop - Seed & Fertiiize Acre 4 Total 5,600 b- 33 Stabilize Crop - Seed & Fertilize (l!rban Acre,~ 1, Location to i2e verified..in the field. ~ 34 Silt Fence _ LF 3,500 " 35 Sil t Basin Each 3 .. 36 Removal of Silt Fence LF 3,500 ~ I - ." 371 p~n _n,,+ nf <:i 1 + I F TEMPORARY GRANULAR SURF ACING 38 I.. Temporary Granular SurfacinQ Ton 1,100 ) I t' 39 r ~oca Ion Th' k T , St t ID St t. t Sl t. IC ness ons i 40 ree 0 Ion o. a Ion , 41 I Gilber't Street 280+50 293+42 6" 1 100 ( , ~I 42 43 o 44 45 46 , 47 " J 48 I 49 ; 50 L ~ ~.. ENGINEERING Fi,ldboo<l % H 50010; A, Nol,d D"lgo,", RRK Project South Gilbert Street _ Sand Road Sheel Title Estimate of Quantities, File # Sheet I CITY OF 10 WA CITY DIVISION CAD Foldee P,,-Sllm V 50010; A, Nol,d Dco,", BSM I t P . t GIN d T bit' PS 235 6 '" 0 mprovemen rOJec enera otes an a u a Ions CAD File ~ Dale Spring 2 06 Checked: RRK " FORM OF PROPOSAL FILED SOUTH GILBERT STREET I SAND ROAD - NAPOLEON 4NE TO SYCAMORE STREET IMPROVEMENTS PROJECT uUo 'JAN fOAM f f: 27 CITY OF IOWA CITY IO~~T~19~ER!< No.TICE TO. BIDDERS: JI'I IOWA PLEASE DO. No.T USE THE Fo.RM OF PRo.Po.SAL INCLUDED IN THE Bo.UND Vo.LUME OF THE SPECIFICATlo.NS. SEPARATE Co.PIES o.F THIS PRo.Po.SAL ARE Co.NTAINED WITHIN THE BACK COVER o.F THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City Civic Center I 410 E. Washington 51. I Iowa City, IA 52240 The undersigned bidder submits herewith bid security. in the amount of $ , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda , and , and to do all work at the prices set forth herein. 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 OESCRIPTION UNIT ESTIMA TEO UNIT PRICE EXTENOEO QUANTITY AMOUNT 1 FENCE REMOVAL LF 5,600 $ $ 2 EXCAVATION, CL 10, RDWY+BORROW CY 21,151 $ $ 3 SPECIAL COMPACTION OF SUBGRADE STA 46 $ $ 4 6" MODIFIED SUBBASE SY 24,410 $ $ 5 SHOULDER FINISH, EARTH STA 93 $ $ 6 STD/S-F PCC PAV'T, CL C CL 3, 9" SY 12,700 $ $ 6A STD/S-F PCC PAVT, CL C CL 3,10" SY 11,121 $ $ 7 SUBDRAIN, LONGITUDINAL, 4" LF 9,172 $ $ 8 SUBDRAIN OUTLET, RF-19C EACH 62 $ $ FP-1 Addendum NO.1 January 5, 2006 ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT 9 APRON, CONC, 24" EACH 1 $ FlU $U 10 INTAKE RA-40 EACH 3 $J.BBo JM-l 10 $.11 \I: 21 11 INTAKE RA-43 EACH 18 $ CITY C f~5". $IUVV!-\ \,,;11 , I\.JVVr\ 12 INTAKE RA-43 , TOP ONLY EACH 2 $ 13 INTAKE RA-70 EACH 2 $ $ 14 STORM SEWER UTILITY ACCESS RA-50 EACH 1 $ $ 15 SEWER, 2000D STORM, 12" LF 1,179 $ $ 16 SEWER, 2000D STORM, 15" LF 636 $ $ , 17 SEWER, 2000D STORM, 18" LF 702 $ $ 18 SEWER, 2000D STORM, 24" LF 1,301 $ $ 19 REVETMENT, CLASS E TON 50 $ $ 20 EROSION STONE TON 45 $ $ 21 REMOVAL OF PAVEMENT SY 11,214 $ $ 22 SIDEWALK, PC CONCRETE, 6 IN SY 1,180 $ $ 23 DETECTABLE WARNINGS FOR CURB RAMP SF 108 $ $ 24 PAINTED PAV'T MARK, DURABLE STA 112 $ $ 25 PAINTED SYMBOL + LEGEND, DURABLE EACH 9 $ $ 26 TRAFFIC CONTROL LS 1 $ $ 27 MOBILIZATION LS 1 $ $ 28 FIELD FENCE, TYPE 47 LF 5,600 $ $ 29 MULCH ACRE 8 $ $ 30 SEED + FERTILIZE ACRE 4 $ $ 31 SEED + FERTILIZE (URBAN) ACRE 4 $ $ 32 STABILIZE CROP - SEED+FERTILlZE ACRE 4 $ $ 33 STABILIZE CROP - SEED+FERTILlZE (URBAN) ACRE 4 $ $ 34 SILT FENCE LF 3500 $ $ FP-2 Addendum NO.1 January 5, 2006 -- , ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED QUANTITY AMOUNT 35 SILT BASIN EACH 3 $ $ 36 RMVL OF SILT FENCE LF 3,500 $ $ 37 CLEAN-OUT OF SILT FENCE LF 3,500 $ $ 38 TEMPORARY GRANULAR SURFACING TON 1,100 $ $ TOTAL EXTENDED $ AMOUNT 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: "" 0 = = ~O " '- )>-! :Do <:: :z -n () - :0 <::> ! .:-<r "'" m jli -::0 ::ll: U 0;>;: - ~ -. N NOTE: All subcontractors are subject to approval by City. -.I 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-3 Addendum NO.1 January 5, 2006 Printer's Fee $~ q .<;5 I CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 , OFFICIAL PUBLICATION I, , : NOTICE OF PUBLIC HEARING ON , PLANS, SPECIFICATIONS, FORM OF Orlene Maher, being duly sworn, say , CONTRACT ANO ESTIMATED COST : FOR THE SOUTH GILBERT STREET I that I am the legal clerk of the IOWA ' SAND ROAD IMPROVEMENTS. : NAPOLEON LANE TO SYCAMORE . STREET PROJECT IN THE CITY OF . CITY PRESS-CITIZEN, a newspaper ~ ' IOWA CITY,IOWA :TO AlL TAXPAYERS OF THE CITY OF published said and that 'IOOA CITY, IOWA,. AND TO OTHER III county, a i INTERESTED PERSONS: ~ Public notice is hereby given that the notice, a printed copy of which IS 'City Council 01 the Cio/ ~f~~~-: I~, _ . will cOOduct a public hearing on plans, hereto attached, was published in said specifications, form of contract and esti- ; mated cost tor the con-struction of the South Gilbert Street I Sand Road paper_\ times(s), on the Improvements . Napoleon Lane to Sycamore Street Project in said city at following dates(s): 7:00 p.m. on the 13th day of December, 2005. said meeting to be held in the Emma J. Harval Hall in the City Hall, 410 -D euHYI bg- CJ d-O(J5' E. Washington Street in said city, or if ~id meeting iscancelled, at the next meeting of the City Council thereafter as posted EP 0 Q.k II \()\o.~~.J by the City Clerk, Said plans. specifications. form of con- tract 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 Legal Clerk by any Interested persons. My interested persons may appear at Subscribed and sworn to before me said meeting of the City Council for the purpose of making objections to and day of~o~ comments concerning saId plans. specifi- this q-W-- cations, contract or the cost of making said improvement. AD, 20 0 e:;- 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 ~~ 70709 December 8, 2005 Notary Public UNDA KROTZ fi' Commission Number 732619 . . '- '-,,-. "'- . " - My C...mml.,Sl,.....;ll":",_~.r""..... <-:~~;? . J.:~,;:--~.~ ~'-l, ~-< ~ '--.----- --- OFFICIAL PUBLICATION Prospective bidders are adviSed that ADVERTISEMENT FOR BIDS the City of Iowa City desires to employ SOUTH GILBERT STREET I SAND minority contractors and subcontractors ROAD -NAPOLEON LANE TO on City projects. A lisUng of minority con- SYCAMORE STREET IMPROVE- tractors can be obtained from the Iowa MENTS PROJECT Department 01 Economic Development Printer's Fee $ '3 ~ . 3<-1_ Sealed proposals will be received by at (515) 242-4721 and the Iowa the City Clerk of the City 01 Iowa City, Department 01 Transportation Contracts Iowa, untii 10:30 A.M. on the 11th day of Office al (515) 239-1422. January, 2006 or al a later date and/or Bidders shall list on the Form of CERTIFICATE OF PUBLICATION time as determined by the Director 01 Proposal the names of persons, firms, Public Works or designee, with notice of companies or other parties with whom said later date and/or time to be pub- the bidder intends to subcontract. This STATE OF IOWA, 1ished as required by law. Sealed propos- list shall include the type 01 work and als will be opened immediately. .there-: approximate subcontract amount(s). JOHNSON COUNTY, SS: atter by the City Engineer or designee. The Contractor awarded the contract Bids submitted by lax machine shall not shall submit a list on the Form of THE IOWA CITY PRESS-CITIZEN be deemed a .sealed bid" for purposes 01 Agreement of the proposed subcontrac- this Project. Proposals will be acted upon tors, together with quantities, unit prices FED. ill # 42-0330670 by the City Council at the next regular and extended dotlar amounts. meeting to be held In the Emma J. By virtue of statutory autholity, pre1- Harvat Hall, or at such later time and erence must be given to products and place as may be scheduled. provisions grown and coal produced The Project will involve the following: within the State of Iowa, and to Iowa I, 21,000 CY of Class 10 Excavation, domestic labor, to the extent lawfully 24,000 SY o19-inch thick pce pavement required under Iowa StaMes. The Iowa and six-inch granular subbase, 3,800 LF redpro-cal resident bidder pre1erence Orlene Maher, being duly of storm sewer pipe, 26 storm sewer taw applies to this Project. sworn, say intakes, and 5,600 LF of Type 47 Field The City reserves the right to reject any Fence. or all proposals. and also reserves the that I am the legal clerk of the IOWA All work is to be done in strict compli- right to waive technicalities and irregu- ance with the plans and specifications larities. CITY PRESS-CITIZEN prepared by the Iowa City Engineers Published upon order 01 the City a newspaper Office, of Iowa City, Iowa, wnich have Council ollowa,City, Iowa. , hereto-lore been approved by the City MARIAN K. KARR, CiTY CLERK published m said county, and that a Council, and are on file lor public exami- 70797 December 20,2005 nation in the Office of the City CierI<. notice, Each proposal shall be completed on a a printed copy of which IS form furnished by the City and must be accompanied in a sealed envelope, sep- hereto attached, published said arate from the one containing the pro- was m posal, by a bid bond executed bya cor- poration authorized to contract as a 5ure- paper \ times(s), on the ty in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made following dates(s): payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA. and shall be forfeited to the City of Iowa City in the Gee. .{>~eV' ;l.o ~(')5 event the successful bidder fails 10 enter into a contract within ten (10) calendar " days of the City Council's award of the contract and post bond satislactoiY to the ~}~/.Q City ensuring the faithful performance of V~~JuJ the contract and maintenance of said Project, if required, pursuan1to the provi- sions of this notice and the other contract _ docu-ments. Bid bonds oflhe lowest two Legal Clerk or more bidders may be retained for a period of not to exceed fifteen (15) cal- Subscribed and sworn to before me endar days following award of the con- tract, or until rejection is made. Other bid bonds will be returned after the canvass this .,;)/-Jt-.. day of 1#--", n.. I~~ ~ and tabulation of bids is completed and reported to the City Council. A.D,20 D<) The successful bidder will be required to fumish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a ~~ respon-sible surety approved by the City, and shall guarantee the prompt payment of all materials and tabor, and also pro- tect and save harmless the City from all claims and damages of any kind caused Notary Public directly or indirectly by the operation 01 the contract, aOO snall also guarantee :iJ LINDA KROTZ the mainte-nance of the improvement for a period of live (5) year{s) 1rom and after ~.._ ....~ Commission Number 732619 its completion and lormal acceptance by , , My COmmission expires the City Council. o-.r" January 21, 2008 The following limitations shall apply to this Project: . Working'Days: 100 Days La1e Start Date: April 1 , 2006 Liquidated Damages: $500.00 per 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 pro- posal blanks may be secured at the Office of the Iowa City Engineer, Iowa City, Iowa, by bona fide bidders. A $ 40.00 non-refundable fee is required for each sat of plans and specifications provided to bidders or other interested persons. The fee shall be in the lorm 01 a check, made payable to the City of lowa -- ~ihl ~I"'6J ~ Prepared by: Ronald Knoche, City Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5138 RESOLUTION NO. 0('-7, RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE SOUTH GILBERT STREET/SAND ROAD IMPROVEMENTS - NAPOLEON LANE TO SYCAMORE STREET PROJECT, WHEREAS, Metro Pavers, Inc. of Iowa City, Iowa, has submitted the lowest responsible bid of $1,396,068.73 for construction of the above-named project; and WHEREAS, the City of Iowa City has entered into a 28E agreement with Johnson County, Iowa, for the construction of the above-named project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The contract for the construction of the above-named project 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 I program statements. I Passed and approved this 21rd ,,,of a cJ'JJ~ MAYOR Approved by ATTEST:~~~ k. oJ.(~ JlI~ I) tdtJf,p CI LERK City Attorney's Office It was moved by Vanderhoef and seconded by Bailev the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion x Correia x Elliott x O'Donnell x Vanderhoef x Wilburn pweng\res\sandrd accept.doc 1/06 . Printer's Fee $_11 p, ~'6 (~. "'I CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42.0330670 OFFICIAL PUBLICATION I, PUBLIC NonCE OF STORM WATER DISCHARGE Diana Becicka, being duly sworn, say City of Iowa City, plans 10 submit a Notice of Intent to the Iowa Department of that I am the legal clerk of the IOWA Natural Resources to be covered under the NPOES Gel'\el'l3.1 Permit NO.2 Storm Water Discharge Associated with CITY PRESS-CITIZEN, a newspaper Industrial Activity for Construction Activities. published in said county, and that a nie storm water discharge will be from grading and portland cement concrete pavement for the South Gilbert notice, a printed copy of which is Street/Sand Road - Napoleon Lane to Syqamore Street Improvement Project . hereto attached, was published in said located in SW 1/4 Section 22, SE 1/4 Section 22, & SE 1/4 Section 21, all in .i. T79N, A6W, Johnson County. paper time(s), on the Storm water will be discharged from 2 point sources and will be discharged to an following date(s): isolated sand 'pit owned by S&G Materials. known locafly as Sand Lake. H ~D~"'1f ~ ~()()LP Comments may be submitted to the Storm Waler Discharge Coordinator, IOWA DEPARTMENT OF NATURAL RESOURCES, E~ron~n~'Prot~on . Division, Henry A. Wallace Building, 502 D l~~ - c-:t J5p-C-'< h./) . E. 9th Street. Des Moines. IA 50319- 0034. The pub6c may review the Notice of Intent from B a.m. to 4:30 p.m., Monday through Friday, at the above address after Legal Clerk it has been received by the department. Subscribed and sworn to before me ~outh Gilbert Street/Sand Road - Napoleon Lane to Sycamore Street d {-II--- day of:J Q., Improvement Project. Iowa CitY, IA this - Public Notice of Storm Water Discharge 71287 February 24. 2006 A.D,20 0(0 . ~~~- ~ary Public UNDAKROlZ @ c.............. Number 7ll2S19 . '. Yyc.....\lIssIon ExpI.... January '8. 2llO8 . PERFORMANCE AND PAYMENT BOND Bond Number 8195-76-06 Metro Pavers. Inc, 101 SouthClate Avenue, Iowa City. IA 52240, as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and Federal Insurance Company (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 one million three hundred ninety-six thousand sixtv-eiQht and seventv-three hundredths Dollars ($ 1.396,068,73) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of r;..b..-u.vv ZljJzo(J~ , entered into a (date) written Agreement with Owner for the South Gilbert Street I Sand Road - Napoleon Lane to Sycamore Street Improvements Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by the Iowa City Engineers Office, 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, S, Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owne~s obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and cond~ions 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 compl~tion arranged under this paragraph), sufficient PB-1 ---- , I funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of five (5) years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any persol'!, 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 benefrt 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 _I ( 17 DAY OF l:.(1bn.A anI 20..Qk-. IN THE PRESENCE OF: 50- ~!\ ~itness · Federal Insurance Company ~D~ urety) Witness 4200 University Avenue, Suite 200 (Street) West Des Moines IA 50266 (City, State, Zip) 515-244-0166 (Phone) PB-2 . . POWER Surety Department ~ Chubb Federal Insurance Company Attn: OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 OHUBB Know All by These Presents, That FEDERAL INSURANCE COMPANY, an tndiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Jeffery R. Baker, Patrick K. Duff, Joyce O. Herbert, F. Melvyn Hrubetz. Mark E. Kealrnes, Greg T. LaMalr and Nancy O. Schwarz of West Des Motnes, lowa.-~.-_m._.._..._ -- each 3S their true and lawful Allorney- in. FacIle execute under such designation (n their names and to affix thei{ corporate seals to and deli\ler fef and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nalure thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering Ihe same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEOERAllNSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested lhese presents and affixed their corporate seals on this 11111, day of August, 2005 /J ~ STATE OF NEW JERSEY ss. County of Somerset On this 11th day of August. 2005 before me, a Notary Pubtic of New Jersey, personally came Kenneth C. Wendel, to me known 10 be Assistant Secretary of FEDERAL INSURANCE COMPANY, VlGrLANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which execu\ed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate sears thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the 8y- Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he is acquainted with John P. Smith, and knows him to be Vice President of said Companies; and that the signature of John P. Smith, subscribed to said Power of Allorney is in the genuine handwriting of John P. Smith, and was therelo subscribed by authority of said By- laws and in deponent's presenG8. STEPHeN B, IIRAOT ~. Notory Public, Slate of......... No. 2321097 Commission expw.. Od. 25, 2009 NOtary Public CERTIFICATION Extract from the 8y# laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: ~Al\ powers of attomey for anti on behalf of the Company may and shall be executed in the namE! and on bena\1 of Ine Company, either by the Chairman or the Presidenl or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved. printed or lithographed. The signature of each of the fcUowing officers: Chairman, President. any Vice President, any Assistant Vice Presidenl, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorfley or 10 any certificate relating thereto appointing Assistant Secretaries or Attorneys. in. Fact for purposes only of executing and 311est1ng bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney Of certificate bearing suc/'l facsimile signature or facsimile seal shaH be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which It is attached: I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that 0) the foregoing extract of the By. Laws of the Companies is true and correc!, (Ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S. Treas\.lry Department; further, Federal and Vigilant are licensed in Puerto Rice and the U.S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island: ar.d (iii) the t'oregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this d~:d-/ ~~AssistantSecceta~ IN THE EVENT YOU WISH TO ,~OTIFY US OF A CLAIM, VERIFY THE AUTHENTICi1Y OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER. PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3658 i e-maii: slJrety@chubb.com I I Farm 15-10- 0225B- U (Ed. 5- 03) CONSENT I ~ I --= -~ ~~W:!l't .....-;;::,.... "'IIDI~ ...... ... CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX ENGINEER'S REPORT www.icgOY.org August 30, 2006 City Clerk City of Iowa City, Iowa Re: South Gilbert Street / Sand Road Improvements - Napoleon Lane to Sycamore Street Project Dear City Clerk: I hereby certify that the construction of the South Gilbert Street / Sand Road Improvements - Napoleon Lane to Sycamore Street Project has been completed by Metro Pavers, Inc, of Iowa City, Iowa in substantial accordance with the plans and specifications prepared by the Iowa City Engineering Division of Iowa City, Iowa, The final contract price is $1,417,603,25, I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, ~?~ Ronald R. Knoche, P,E. City Engineer ---..- '2DcJ - r;fl;; 1 Prepared by: Ronald Knoche, City Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5138 RESOLUTION NO. 06-286 RESOLUTION ACCEPTING THE WORK FOR THE SOUTH GILBERT STREET/SAND ROAD IMPROVEMENTS - NAPOLEON LANE TO SYCAMORE STREET PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the . South Gilbert/Sand Road Improvements - Napoleon Lane to Sycamore Street project, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated February 28, 2006, be accepted; and WHEREAS, the Engineer's Report and the performance and payment bond has been filed in the City Clerk's office; and WHEREAS, the final contract price is $1,417,603.25, 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 5th day of '~~C ':Q'Q J 1'~ - - -- MAYOR Approved by ATTEST: A~~.4~ K, ~ ~ /J ~/sf)/00 ~~~ CITY LERK City Attorney's Office I It was moved by Champion and seconded by Correia the Resolution be I adopted, and upon roll call there were: , , AYES: NAYS: ABSENT: x Bailey x Champion x Correia x Elliott x O'Donnell x Vanderhoef x Wilburn pweng/reslgilbert-sand-acptwrk.doc ----