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HomeMy WebLinkAboutHIGHWAY ONE TRAIL PROJECT SUNSET TO MORMON TREK HIGHWAY ONE TRAIL PROJECT SUNSET TO MORMON TREK/2018 HIGHWAY 1 TRAIL PROJECT -SUNSET TO MORMON TREK 17-Apr-2018 Res 18-103, agreement for consultant services. 16-Oct-2018 Res 18-287, authorizing acquisition of property. 22-Jan-2019 Plans, Specs, proposal and contract, estimate of cost 22-Jan-2019 Res 19-21, setting a public hearing 29-Jan-2018 Notice of Public Hearing 05-Feb-2019 Res 19-37, approving project manual, estimate of cost. 28-Feb-2019 Notice to bidders 02-Apr-2019 Res 19-95, awarding contract (Peterson Contractors Inc) 15-Nov-2022 Res 22-286 Accepting Work 21-Nov-2022 Performance Bond 21-Nov-2022 Email from Engineer d (31 Prepared by:Brett Zimmerman,Public Works,410 E.Washington St.,Iowa City, IA 52240;(319)356-5044 Resolution No. 18-103 Resolution approving, authorizing and directing the Mayor to execute and the City Clerk to attest an Agreement by and between the City of Iowa City and Shive-Hattery, Inc. to provide engineering consultant services for the Highway 1 Trail Project - Sunset Street to Mormon Trek Boulevard. Whereas, the City of Iowa City desires to make commercial areas along Highway 1 more easily accessible for residents by providing safe pathways for pedestrians and bicyclists to travel on; and Whereas, the project will construct a 10-foot wide trail along the north side of Highway 1 from Sunset Street to Mormon Trek Boulevard; and Whereas, the City of Iowa City desires the services of a consulting firm to prepare preliminary and final design for construction of the Highway 1 Trail Project - Sunset Street to Mormon Trek Boulevard; and Whereas, the City of Iowa City has negotiated an Agreement for said consulting services with Shive-Hattery Inc. of Iowa City, Iowa, to provide said services; and Whereas, it is in the public interest to enter into said Consultant Agreement with Shive-Hattery Inc.; and Whereas, funds for this project are available in the Highway 1 Sidewalk/Trail account# R4225. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The Consultant Agreement attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant Agreement. 3. The City Manager is authorized to execute amendments to the Consultant Agreement as they may become necessary. Passed and approved this 17th day of April 2018 v• M or pp oved by ` Attest C /-� / -/Z -/9 C. Clerk City Attorney's Office Resolution No. 18-103 Page 2 It was moved by Mims and seconded by Botchway the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Botchway X Cole X Mims X Salih X Taylor X Thomas X Throgmorton Consultant Agreement This Agreement, made and entered into this 17th day of April 2018 , by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Shive-Hattery, Inc., of Iowa City, Iowa, hereinafter referred to as the Consultant. Whereas, the City desires to construct a 10' wide sidewalk/trail along the north side of Highway 1 between Sunset Street and Mormon Trek Boulevard. Whereas, the City released an Request for Proposals (RFP) for engineering services to design the trail segment; and Whereas, Shive-Hattery, Inc. submitted a proposal and was selected by a selection committee to perform the engineering efforts; and Now therefore, it is agreed by and between the parties hereto that the City does now contract with the Consultant to provide services as set forth herein. I. Scope of Services Consultant agrees to perform the following services for the City, and to do so in a timely and satisfactory manner. Survey and Base Mapping A. Design Survey: The Consultant shall perform a topographic and boundary survey of the project site. Survey shall be used as a base map for the project design. B. Base Mapping: The Consultant shall prepare a base map to facilitate the project design to encompass the project site. The base map prepared will include existing topography features, right-of-way and easement lines, buried utilities based upon field locates, and above ground surface features. Meetings and Coordination A. The Consultant shall attend and participate with kickoff meeting and design meetings following each design process submittal (30%, 60%, 90% and 100%). B. The Consultant shall review existing information provided by the City relative to the project, such as available utility mapping and any planned projects in the general vicinity of the project. C. The Consultant shall provide field review of the project design. As part of the design process, the field review shall be performed to determine a preliminary preferred trail alignment. D. The Consultant shall attend property owner coordination meetings as scheduled by the City. E. The consultant shall attend one public meeting as scheduled by the City. - 2 - Design and Construction Documents A. The Consultant shall provide design of all components required for the trail project including but not limited to traffic control plan, trail plan and profiles, signing and pavement markings, utility relocation plans, typical sections and tabulations, drainage, cross-sections, stormwater pollution prevention plan (SWPPP), pedestrian signal, applicable construction details, and incidental design work not specifically stated herein necessary to construct a final completed project. B. Plans and specifications shall be prepared in accordance with the Iowa DOT project development process detailed in Instructional Memorandum No. 3.005. C. The Consultant shall submit plans and specifications to the City of Iowa City and Iowa DOT for review and approval. D. The Consultant shall submit plans to affected utility companies and communicate relocation needs. The City will lead the coordination effort with utilities. The Consultant will provide assistance as needed. E. The Consultant shall provide a preliminary and final design opinion of probable construction costs. Acquisition plats and Temporary Construction easements A. The Consultant shall prepare plats and legal descriptions as needed for the project, and submit plats and legal descriptions to the City for acquisition. Environmental investigation A. The Consultant shall conduct environmental investigations and reporting of the project area involving wetlands, threatened and endangered species, City of Iowa City Sensitive Areas Ordinance, and Phase 1 archaeology study. Permitting A. The Consultant shall prepare and submit the following permit applications for the project: FAA permit, Iowa DOT trail permit, Iowa DOT traffic signal modification permit, Iowa DNR NPDES permit. Project Management and Expenses A. The Consultant shall provide project management of the project scope, schedule, costs, and resources of the project; any deviations from approved cost and schedule must be immediately addressed. Reimbursable project related expenses including printing, mailing, and mileage are included within the total not-to-exceed fee amount. Bid Phase Services A. The Consultant shall respond to questions during the bidding phase and prepare addenda as appropriate. B. The Consultant shall attend one pre-bid meeting as scheduled by the City. - 3 - Construction Phase Services A. The Consultant shall attend and participate at a preconstruction meeting to be scheduled by the City. B. The Consultant shall provide construction staking for the project. C. The Consultant shall respond to questions regarding design intent. D. The City shall provide submittal reviews, materials testing, construction observation, and construction administration. E. The Consultant shall prepare and submit record drawings to the City in electronic format, size 11" x 17". The record drawings shall consist of as-built information as provided by the City. Additional Services A. Environmental mitigation and mitigation permitting, if required, may be added as an additional service. B. Geotechnical investigation services may be added as additional services. C. Acquisition services such as staking the proposed acquisitions/easements on site as requested, revising the plats and legal descriptions as requested, and testifying at condemnation hearing. II. Time of Completion The Consultant shall complete phases of the Project in accordance with the schedule shown. 4 .- 2018 2019 cc F w cc w } a w 0 6 z 1.Kick-off Meeting/Review Information 2.Survey,Field Verification and Boundary Work 3,Develop Conceptual Design Determine Property Impacts(Identify Acq/Esmt Needs) Preliminary Environmental Review Watershed/Drainage Evaluation Culvert Crossing Options Sunset Street Crossing Options �� Y Concept Statement(7/17/18) 4.Preliminary Plan Stage i Prepare Easement/Acquisition Plats Preliminary Plans(8/21/18) 5,Final Plan Stage Finalize Easements/Acquisitions(Council Approval) 11114111 . Check Plans to DOT 19/18/18) Hold Public Hearing Final Plans to DOT(10/23/18) Iowa DOT Contracts Turn-In(11/6118) _ 6.letting Process(1/16/19 Bld Date) ;__ . 1 _ 411111111ff_ III. General Terms A. The Consultant shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts. 1. To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. 2. To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. B. Should the City terminate this Agreement, the Consultant shall be paid for all work and services performed up to the time of termination. However, such sums shall not be greater than the "lump sum" amount listed in Section IV. The City may terminate this Agreement upon seven (7) calendar days'written notice to the Consultant. C. This Agreement shall be binding upon the successors and assigns of the parties hereto, provided that no assignment shall be without the written consent of all Parties to said Agreement. D. It is understood and agreed that the retention of the Consultant by the City for the purpose of the Project shall be as an independent contractor and shall be exclusive, but the Consultant shall have the right to employ such assistance as may be required for the performance of the Project. - 5 - E. It is agreed by the City that all records and files pertaining to information needed by the Consultant for the project shall be available by said City upon reasonable request to the Consultant. The City agrees to furnish all reasonable assistance in the use of these records and files. F. It is further agreed that no Party to this Agreement shall perform contrary to any state, federal, or local law or any of the ordinances of the City of Iowa City, Iowa. G. At the request of the City, the Consultant shall attend meetings of the City Council relative to the work set forth in this Agreement. Any requests made by the City shall be given with reasonable notice to the Consultant to assure attendance. H. The Consultant agrees to furnish, upon termination of this Agreement and upon demand by the City, copies of all basic notes and sketches, charts, computations, and any other data prepared or obtained by the Consultant pursuant to this Agreement without cost, and without restrictions or limitation as to the use relative to specific projects covered under this Agreement. In such event, the Consultant shall not be liable for the City's use of such documents on other projects. I. The Consultant agrees to furnish all reports, specifications, and drawings, with the seal of a professional engineer affixed thereto or such seal as required by Iowa law. J. The City agrees to tender the Consultant all fees in a timely manner, excepting, however, that failure of the Consultant to satisfactorily perform in accordance with this Agreement shall constitute grounds for the City to withhold payment of the amount sufficient to properly complete the Project in accordance with this Agreement. K. Should any section of this Agreement be found invalid, it is agreed that the remaining portion shall be deemed severable from the invalid portion and continue in full force and effect. L. Original contract drawings shall become the property of the City. The Consultant shall be allowed to keep reproducible copies for the Consultant's own filing use. M. Fees paid for securing approval of authorities having jurisdiction over the Project will be paid by the City. N. Upon signing this agreement, Consultant acknowledged that Section 362.5 of the Iowa Code prohibits a City officer or employee from having an interest in a contract with the City, and certifies that no employee or officer of the City, which includes members of the City Council and City boards and commissions, has an interest, either direct or indirect, in this agreement, that does not fall within the exceptions to said statutory provision enumerated in Section 362.5. O. The Consultant agrees at all times material to this Agreement to have and maintain professional liability insurance covering the Consultant's liability for the Consultant's negligent acts, errors and omissions to the City in the sum of$1,000,000. -6 - IV. Compensation for Services The Consultant shall be compensated for the above scope of services for an hourly not-to- exceed fee amount of $105,000 calculated based on the rate schedule attached as Exhibit A and incorporated herein. A breakout of fee is as estimated below. Hourly Not-to-Exceed Fee Estimate: Survey & Base mapping $ 9,500 Meetings & Coordination $ 8,000 Design & Coordination $ 55,500 Acquisition plats & easements $ 3,500 Environmental investigation $ 7,500 Permitting $ 4,000 Project management & expenses $ 5,000 Bid phase services $ 3,000 Construction phase services $ 9,000 Total $105,000 V. Miscellaneous A. All provisions of the Agreement shall be reconciled in accordance with the generally accepted standards of the Engineering Profession. B. It is further agreed that there are no other considerations or monies contingent upon or resulting from the execution of this Agreement, that it is the entire Agreement, and that no other monies or considerations have been solicited. C. This Agreement shall be interpreted and enforced in accordance with the laws of the State of Iowa. Any legal proceeding instituted with respect to this Agreement shall be brought in a court of competent jurisdiction in Johnson County, Iowa. The parties hereto hereby submit to personal jurisdiction therein and irrevocably waive any objection as to venue therein, including any argument that such proceeding has been brought in an inconvenient forum. For the City For the Consultant By: By: James Throgmorton Kevin P. Trom, PE Title: Mayor Title: Principal Date: April 17, 2018 Date: April 12, 2018 Attest: d._:, p roved b . .) City Attorney's Office L — ) z — ) Date SHIVCI-IA1 i ERY ATTACHMENT A A R C H I 1 E C T U R E + E N G I N E E R I N G STANDARD HOURLY FEE SCHEDULE PROFESSIONAL STAFF: TECHNICAL STAFF: Grade 1 $ 86.00 Grade 1 $ 62.00 Grade 2 $103.00 Grade 2 $ 76.00 Grade 3 $116.00 Grade 3 $ 85.00 Grade 4 $130.00 Grade 4 $ 94.00 Grade 5 $142.00 Grade 5 $106.00 Grade 6 $155.00 Grade 6 $119.00 Grade 7 $168.00 Grade 7 $134.00 Grade 8 $185.00 Grade 9 $202.00 ADMIN STAFF: $ 59.00 SURVEY STAFF: One Person $126.00 Two Person $193.00 Scanning Surveyor $155.00 Surveyor with 2 scanners $206.00 REIMBURSABLE EXPENSES: TRAVEL IN-HOUSE SERVICES Mileage- Car/Truck $0.54/Mile Prints/Plots: Mileage- Survey Trucks $0.64/Mile Bond $ .30/Sq. Ft. Lodging, Meals Cost+ 10% Mylar $ .75/Sq. Ft. Airfare Cost+ 10% Photogloss $ .90/Sq. Ft. Car Rental Cost+ 10% Color Bond $ .60/Sq. Ft. Foam Core Mounting $ 13.00 OUTSIDE SERVICES Computer Services Cost+ 10% Color Prints: Aerial Photogrammetry Cost+ 10% Letter Size $ 1.00 Professional Services Cost+ 10% Legal Size $ 2.00 Prints/Plots/Photos Cost+ 10% Deliveries Cost+ 10% Project#118121P 9 itt Hattety 12839 N°tthoatc Dive I Iowa City.1A 52245 1319.354 3040 I fax 319.354.6921 I shive hattciy+tom ti . • Project Understanding / Key Issues ATTACHMENT B Evaluate Sunset crossing location • Existing • - Crossing 4 ; •, • • Straight-Thru ' l.,. ' s ti � • . •• sii Crossing , ` .,t • Traffic Signal , •t �1 • 3 ' • Crossing ,`.../ .. . -''..e , . . • ' :' OP• �F ' `1 _ . • Iowa DOT ' \ �' , ' R -4 Construction Culvert Crossing "' t'' • Headwall �' `� N' _ , ,, . Permits and Reviews (Drainage,Clear Zone, ' modifications . *. • 4; = Traffic Control,Etc) • new railing r t.• S, • stream gauge ,. : ;, t coordination 1lit ' • clear zone review . IN � i" (Iowa DOT) �` •s '' '';".+ . ` _ Multiple drainage - • •, • 4, outlets evaluate C • . drainage area and maintain flow lines Metro Area Trails Map ---_Y "�'i„ • 4 , shows future Willow ♦ ♦ .. ... Trail connection ♦♦ ♦� W �, 7 • -` along north side of Willow ♦ .. t , Creek(difficult terrain; ♦Z� ♦S. 0 multiple properties). Negotiate Possible opportunity ' �"'� * significant grade to work with vacant change parcel for revised trail connection? a • - Possible acquisition -+. it lel* .lik* ,_ry 0 FAA Permit for or easement needs } construction (narrow right of `\ t �f near airport I; <� If way) •'..-40 _ /► r 4, , N 1 ;;, ..'aillti. t t t� itelt , f 1 d Preliminary ,.` ‘ ,�.,;. �, .��; .+ of environmental reviews Maximize • t • `*A and DOT clearances separation from 4 ',,r MORMOKRK BLYU' ' ,' (NEPA/SHPO) Highway 1 withinR ! ' c 48 ; _'� right-of-way Tr til:m � , yr .4%0 Highway 1 1 rail Improvements-Shive-Hattei y Architecture+Engineering 20 1'd Prepared by:Brett Zimmerman,Civil Engineer,Public Works,410 E.Washington St,Iowa City,IA 52240 319-356-5044 Resolution No. 18-287 Resolution authorizing the acquisition of property interests necessary for construction of the Highway 1 Trail Project — Sunset Street to Mormon Trek Boulevard. Whereas, the City of Iowa City desires to construct the Highway 1 Trail Project— Sunset Street to Mormon Trek Boulevard ("Project") which includes installation and reconstruction of the storm sewer system along the project corridor; 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 to construct, operate and maintain the proposed project; and Whereas, the City staff 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; and Whereas, funds for this project are available in the Highway 1 Sidewalk/Trail account#R4225. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The City Council finds that it is in the public interest to acquire property rights by warranty deed, quit-claim deed, and/or easement for the construction of Highway 1 Trail Project — Sunset Street to Mormon Trek Boulevard ("Project") which Project constitutes a public improvement under Iowa law. The City Council further finds that acquisition of said property rights is necessary to carry out the functions of the Project, and that such Project constitutes a valid public purpose under state and federal law. 2. The City Manager or designee is hereby authorized and directed to negotiate the purchase of property rights by warranty deed, quit-claim deed and/or easement 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 and/or easements, and offers to purchase property and/or easements. 3. The City Manager or designee, in consultation with the City Attorney's Office, is authorized and directed to establish, on behalf of City, an amount the City believes to be just compensation for the property to be acquired, and to make an offer to purchase the property for the established fair market value. 4. In the event negotiation is successful, the Mayor and City Clerk are hereby authorized to execute and attest easement agreements and agreements in lieu of condemnation. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. 5. 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. Resolution No. 18-287 Page 2 Passed and approved this_ 16th _day of October , 2018 Ma r roved Attest: /v ->/-)i ity Clerk City Attorney's Office It was moved by Mims and seconded by Salih the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Cole X 11ims X Salih X Taylor x Teague x Thomas x Throgmorton This project is covered by Iowa Department of Natural Resources NPDES General Permit `,�IOWA DO7' No.2. The Contractor shall carry out the terms and conditions of General Permit No.2 and SHEET TOTAL= 76 the storm water pollution prevention plan which is part of these contract documents. Planning, Programming, and Modal Division INDEX OF SHEETS °' Refer to Section 2602 of the Standard Specifications for additional information. 0 CTi N PLANS OF PROPOSED IMPROVEMENTS ON THE NO. DESCRIPTION URBAN ROAD SYSTEvI A.00 TITLE SHEET CC ��Blifs� A.01-A.04 SITE PREPARATION AND DEMOLITION �■•■•■�� B.01-B.02 TYPICAL SECTIONS " "''" ciii: ITY Q i11M1 '�■■� ciii J 0 W A CITY C.OT-C.05 ESTIMATED PROJECT QUANTITIES,ESTIMATE REFERENCE NOTES,&TABULATIONS Z a I♦� ■V CI F ■ ■��� JOHNSON COUNTY D.01-D.10 PLAN AND PROFILE SHEETS Q J a•■■■■•■�, G.01 SURVEY SHEET .- 2 PROJECT NO. TAP-U-3715(665)--81-52 H01-H.02 RIGHT-OF-WAY SHEETS _n m JOHNSON COUNTY J.01-J.OS TRAFFIC CONTROL AND PHASING PLAN i 1 D (1) In roject Location Map IOWA CITY HIGHWAY 1 TRAIL - MORMON TREK BLVD TO SUNSET ST K.01-K02 INTERSECTION AND DRIVEWAY DETAILS ,. Q M.01-M.08 STORM SEWER PLAN AND PROFILE - a co END PROJECT IN THE CITY OF IOWA CITY, ON IOWA CITY HIGHWAY 1 TRAIL, N.Ot-N.06 TRAFFIC SIGNAL AND PAVEMENT MARKING SHEE Ib =_ Q Lo STA 38+74 S.01-S.02 SIDEWALK DETAILS Z CO SCO G FROM MORON TREK BOULEVARD EAST 0.5 MILES TO SUNSET STREET T.01-T.02 EARTHWORK QUANTITY SHEETS ''J ��� PCC SIDEWALK/TRAIL-GRADE AND INSTALL V.01-V.03 CULVERT DETAILS —I Ms� W.01-W.08 CROSS SECTIONS Et I- REFER TO SHEET C.05 FOR A LISTING OF �� APPLICABLE STANDARD ROAD PLANS. Q `\\\\\\,,QF ESS1ON4/// MYDESDIRECTT I HEREBY CPER BELOW SONAL WAS SUPERVISONPARED BANDETHGATERTIFY THAT THIS ENGINEERING �UNDER T •`��O� . F,�% THEM LAWSUGE Y E STATUE of IOWA. ENGINEER UNDER C� 1 �ll/ �� REFER TO THE PROPOSAL FORM FOR LIST . . . G%% SIGNATURE ` "T� _ VI/C, � OF APPLICABLE SPECIFICATIONS. _u. MATTHEW D m' NAME: MATTEW D. MEIN } RF/c _ -I • KLEIN - 21725 k = DATE: UCENSE NUMBER: Z PROJECT LOCATION 21725 MY UCENSE RENEWAL DATE IS: DECEMBER 31,2020 CO • OR Y THIS SEAL: �O�`,` MILEAGE SUMMARY 105-1 ��''�,,// *•••••* \\�\\`��` PAGES, ETscrloNSA Bc50 GBH JBK,M S. w U • N DIV. 09-27-94 //////*/OWA`\\\,0 Z N. R 0 Q III LOCATION LIN.FT. MILES ♦♦♦f,,� I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT T L-HIGHWAY 1 Z •♦♦ v� STA 10t08 TO STA 38.74 \\\\\\\\\DFESSIQN/////// RVISION AND THAT I AMYM AECT DULYERSONAL LICENSED PREOFESSIp1AL ENGINEER Wtiiiiiii/N DESCRIBED BELOW WAS PREPARED BY ME OR VENDER ♦♦ _ '. 2866 0.543 \\ OQ� 9• �� �� THE ATU of THE STATE .- IOWA. O • ♦♦ �� TOTALS 2866 0.S43 `=L,�•• ,•• ••• 'L i . ♦♦ '•C SIGNATURE:_ _x,�.;�_ ♦`♦ �O -� • HUBBARD NAME SALT 23274 ♦i — DATE: LICENSE NUMBER: 'O WA 23274 ♦♦♦ �i • \� MY UCENSE RENEWAL DATE IS DECEMBER 31,2019 PAGES,SHEETS OR ORISONS COVERED BY THIS SEAL - ,♦♦ ,, , CALL. '//// �OWA*\\\\\\\\\\ONE \``\\ SHEET SECTION N /� IIIIIII 0,1, 1-800-292-8989 \`�\\o`cftEssioA,� �� DESCRIBEDE BELOW PERSONAL WAS PREPARED ANDE ORI HEREBY CERTIFY THAT THIS ENGINEERING UNDERMY ix BEGIN PROJECT y�o••••' ••. Ftic%� THAT I AM A DULYUCENSED IOWA.OF SSIONAL ENGINEER UNDER The Utilities as shown on this drawing were a. .; ��� STA 10+08 developed from the information available.This =,_• MATT m SIGNATURE: METTEMEYER = NAME MATT MET%EVER is not implied nor intended to be the complete — 20396 inventory of utilities in this area.It is the • DATE: LCENSE NUMBER: �396 clients/contractors responsibility to verify the '� �� MY UCENSE RENEWAL DATE I5: DECEMBER 71,2020 1 ' location of all utilities(whether shown or not) ,�7 *I�W;":111‘.: PAGES,SHEETS OR DIVISIONS COVERED BY THIS SEAL1 y, and protect said utilities from any damage. '///7m� SHEET SECTION VJan 10 20105 PM1 Iowa DOT Project Number: TAP-U-3715(665)--8I-52SHIVCI-IATT'CRY ARCHITECTURE + ENGINEERING AL PLAN SUBMITTAL - JANUARY 11, 2019 Project Number: 1181210 2839 Northgate Drive I Iowa City,Iowa 52245 319.354.3040 I fax 319.354.6921 I shive-hattery.com Iowa I Illinois I Indiana SHEET NUMBER A.00 LEGEND UTILITY CONTACTS EXISTING EASEMENT PROPOSED TRAIL CL PROPERTY PIN TELEPHONE MANHOLE ® THE FOLLOWING UTILITY COMPANIES MAY HAVE FACILITIES IN PROXIMITY TO THE PROJECT. — — —XXX- — — EXISTING COUNTOUR —.—•—.—•—-— TEMP CONSTRUCTION EASEMENT —) GUY WIRE 111 HANDHOLE MIDAMERICAN ENERGY-ELECTRIC MIDAMERICAN ENERGY-GAS UNIVERSITY OF IOWA FIBER OPTIC — — — — EXISTING R.O.W. UTILITY REMOVAL/ABANDONMENT # LIGHT POST �7 TELEPHONE PEDESTAL JASON WARREN JOSEPH RETEK CHRIS HATLAND 319-335-1357 EXISTING PROPERTY LINE 1 REMOVE SITE FEATURE 0 UTILITY POLE DOT CURB INLET 3LW341 4425 JJRETEK@MIDAMERICAN.COM319-930-6225 CHRIS-HAIL �II'� �� JLWARREN@MIDAMERICAN.COM CHRIS-HATLAND@UIOWA.EDU — — — —E— — — ELECTRICAL-UNDERGROUND Q RELOCATE SITE FEATURE FIRE HYDRANT EIZ3 FLARED END SECTION CENTURY LINK(NATIONAL) CENTURY LINK(LOCAL) IMON COMMUNICATIONS b. OE ELECTRICAL-OVERHEAD IX WATER VALVE SINGLE POLE SIGN BOB SAMPSON DAVID KIRKEBY MATTHEW KEARNEY — — — —T— — — UNDERGROUND TELECOM CLEAR AND GRUB AREA d1H UNKNOWN MANHOLE $cP' SURVEY CONTROL POINT 636-887-5367 319-399-7440 319-261-4610 — G GAS MAIN �TJ j ® DRAINAGE MANHOLE ROBERT.SAMPSON@CENTURYLINK.COM DAVID.KIRKEBY@CENTURYLINK.COM MATTHEW.KEARNEY@IMON.NET SANITARY SEWER L!J/�1zA PAVEMENT REMOVAL OS SANITARY MANHOLE IOWA COMMUNICATIONS NETWORK(ICN) MEDIACOM L.L.C. IOWA CITY-STORM,SANITARY,WATER > STORM SEWER �« �t ELECTRICAL MANHOLE DAVE AUGSPURGER TIM EAGEN BRETT ZIMMERMAN GRAVEL REMOVAL (D 319-556-5044 — —W— — WATER MAIN ,,�,,„�',,� ,J 515-725-4604 319-208-1829 DAVID.AUGSPURGER@IOWA.GOV TEAGEN@MEDIACOMCC.COM BRETT-ZIMMERMAN@IOWA-CITY.ORG REMOVE EXISTING PCC WALK(31±SY).SAWCUT ADJUST(LOWER 0.8'±) \ 3 '. ���� / 01'0,,,,TELECOM PEDESTAL /�j�� _\ „ FULL DEPTH ALONG EDGE OF REMOVAL. PARCEL USED FOR SOIL STOCKPILE s - _ P . AND CONTRACTOR LAYDOWN. TO MATCH FINISHED r 4�� r to'UTILITY - _ PARCEL OWNER:CITY OF IOWA CITY. I 0 15 30 GRADE(BY OTHERS). Aill I © rR.O.W. j rr EASEMENT CONTRACTOR TO ��i 1144 a --�} _ R.O.W. _ _ _ - •�sc I\EEr COORDINATE. F Ci T IMON r(M} _ REMOVE'ADOPTAHIGHWAY'rv- _ w �. % / { ��,,T _ _ - _c .r(M___�_ 1 r.. .��. __. PROPOSED TRAIL CENTERLINE- SIGN ASSEMBLY.STORE - r • -7_ �t( - - _ _ ���1�, }�.=�?M} _ _ —(R.O.W. G�� FOR REINSTALLATION. — _ NM J 725 �i / _ a q1,y �6— -�. — E— — rGM} T(—— 10+00' L j _ 2 11+00 -p r - - - -- �`' - -- - ,. - -� -- - }-- c- �_ T --y - REMOVE 14±LF OF "�',�•ji �j - _72 - ( / __ - - - LM�a- T - 24"RCP INCL..APRON o 715 ` ., --` -------E, —723- =�(M} �� ( ) r_.J C-n,:.a,r Cc� --12-w-- w�%=., -z��-}'iliv__ ' ,21 . +t .. _ -- T __ / i - - - - •-12+00 -E- _ T�( _-ram o W � r--�= _ j _- I ; �� / W,_no- - - _ - J I \ _ ��''c- " zz- - r =F- ! T(M} I GRASS 1e3� / _ -7rs-1 -- _yy - - - - / / b/N)- �Tf� � �Tll� ��{tMoOL- _TIM _ I �T{1pR>hlf"� _ +00 - E_ - c 721( c }a -R fi1��,• � { �I I (ry^ ^. 718.20 1E "FES _ - i - =1=7i # - ` -719_ ._-...� �_�T M -=�fIMAN)--___ 72+ _ _ _� M}_ � � k I '- - - - - - 12_y� _ 718 7n __ �� LflM4�p ns- E{IMON •;.• _ RELOCATE TRAFFIC SIGNAL \ _ / \., \. `�7,4 -' -714 715 - - - - - `- - - - - HANDHOLE CLEAR OF TRAIL \ >? • '_� " w _ �� 2 3 �3� - 2" 714 1 - }�-` a - �71 -� PAVING.REFER TO N SHEETS. o` _ - ` - - - - -- -- -- -_ i�713--.- _ - W --12;V-__ _ _ - - - 713 — — — 713. IE 24 FF _ \.� 'DO NOT ENTER'SIGN GRASS \ -� l\ "- -- — —714 --_ .-0 2''W-----.-_- `712— — — 1 — .. HALT EDGE.TVP. ! ~ 16 _ —===�' 7_,� /— RELOCATE UTILITY HANDHOLE yLAI�ESTRIPE,TYP_i A� Ggnss -'777- - _ _ - --7t3- - --_1�yam __- CLEAR OF TRAIL PAVING(BY OTHERS). '� CLEAR AND GRUB - -� - ` - - - - - - -' - -REMOVE 6±LF OF 24"RCP APRON JUNC11GN 21627 SIGN GRAVEL ` 718` 1 _ --^ -- -. . ___ - -� _ -- _ — —715- -- — - — 'ADOPT A HIGHWAY*SIGN — — -7 CONTRACTOR TO COORDINATE. - ) \ - AREA(0.35±AC) - - - -71s- - - - U __ _ _ ACC 4^SUBDRAIN _717- _ 716 a EXISTING CONDITIONS AND SITE PREPARATION:STA 10+00 TO 14+00 _ o _ W �, % REMOVE 60±LF OF 18"RCP(INCL.APRONS) I I a 7zz-- - / —CLEAR AND GRUB REMOVE 22±LF OF 1 ,-714.77 E 18- I I I 30"RCP(INCL.APRON) i PARCEL OWNER:CITY OF IOWA CITY. / I I \. ' REMOVE WOOD RAIL CURB _ - - - 1- / ( AREA(0.35±AC) J ;,_ - - _ _. — __ I GRAVEL WOO/ RAI L�RB I I I G. G _ T(M)- G T(M)- — _ T(M}—� ' GRASS • / ,'•;` _ - - -R.O.W.- - T I z _ ---}- -r(M} _ -R o w-L-� PROPOSED TRAIL CENTERLINE REMOVE GRAVEL(98±SY) „".: �`, -I G T o -_ ...E_721 r(M} ACC �� 1 (M} -REMOVE DRIVEWAY PAVEMENT(220±SY). E — -- -� 7BUSINESS SIGN / / 1 /009" �,•o - ,z - c (M} _ _ %� I ,,, I � •' -G- A R•O•Wj / SAWCUT FULL-DEPTH ALONG EDGE OF REMOVAL. Z _' M)»_ -� =T{IMONI - - 1`-- --E� R.O. - ACC / \ l ��/!%/� ro �+- - 718- - -- - ) _T 11� �72o r M - _ W - - / Acc I T - , ? / CONTRACTOR SHALL MAINTAIN ACCESS TO o - �� ��= 14+pp _ -E-71a =��t1F't=- E+AL 7zo� 1/ 'I''�` I 1 I / DRIVEWAY.COORDINATE REMOVAL AND ___-716— - �"'��L - - - -�716_ -47 _ �.= T GRAZEI / G ��� -t _:! j + 1 1 / REPLACEMENT WITH OWNERS REPRESENTATIVE X 771a- - - - - -- - - 7ia- _ - .___ �� R.O W.t�� ;.riii; ' _ ��" ''� v` 31 m %Acc 1h� AND PROPERTY OWNER.SEE J SHEETS. W --713 713. IE 24•F - 1.5+p~ �- �_ - _ - --=T{1MOµ ��i►•;�� ..`.`,` :::::::y:�: „`�;..;'; �'t:::::`:.`. y 'r NC 7i7 7i2--�Z 710.321E 30 FES ........... �To —715_ ` t 0 — '.' I 4"4".. ' ` 't- — / / :, , —"— - c - — _--. --713 -—_�72,. �_ 7t1 \' -� �-... _ — — — _71 -I — — 16 �3.�"_E--- 16"_ _.e's - - _�711�+ - - -�'/ �/%�// - -E- - �a-�v -"E- J..._--E�`- --- -- - '73?'� —._ ..... — _w 712.131E 24'FES �'"S -1.'-'''''.--- — — -715� ,�,. �// - """ _ `� _MORMOM TREK 400 FT'SIGN "� ,r'II-_ _- if ,. —715- 'ADOPT A HI iHWAY'SIGN '� - �-f2� -. ""' --- ".� '^- 713� ._714--^r/,�714�2;IE 18 FES \ R - / E r�l•,p, , �„.��. IRhQF�1 18.�' T I �)== -T CMSaN) -T 5' - - - - - - -715- - --W- 1- ._. /%�//////�//�/�7////.I. T f���C Ni 716- ....-_ -� � �-d I �715- -717_ - - - - __--_ ..--_ -- -- __ -7,6- ._..,4. ` - - ��__12 rf" -'. �...7,a� - - - REMOVE PAVEMENT(50±SY) STOP SIGN ' s� �i�.� ' -71a- - - - GRASS I -715- _-1�-W-'_- �•SUBDRAIN 1.-- --.._ 12-IN--—_--14•i�V--_ ��i / _14' -__ _—12" `GRAVEL-- -- -� 7,6- --- -715- -—1�'�N-- A N '718-.- -ASPHAL EDGE,TYR j����// REMOVE 14±LF OF u~i ACC ASPHALT cEwP ,. 24"RCP(INCL.APRON)- o ` co �� ADJUST(RAISE 0.8'±)WATER VALVE e ANEs7RIPE.7YP.� - REMOVE 6±LF OF „ TO MATCH FINISHED GRADE .� 24"RCP(APRON) \ 7q\ACC o REMOVE'ADOPT A HIGHWAY'SIGN REMOVE'MORMON TREK 400 FT SIGN RELOCATE UTILITY HANDHOLE CLEAR OF TRAIL REMOVE STOP SIGN ASSEMBLY. g ASSEMBLY.STORE FOR REINSTALLATION.- ASSEMBLY.STORE FOR REINSTALLATION. PAVING(BY OTHERS).CONTRACTOR TO COORDINATE. STORE FOR REINSTALLATION. l a EXISTING CONDITIONS AND SITE PREPARATION: STA 14+00 TO 18+00 1 - 3d' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665}-81-52 EXISTING CONDITIONS AND SITE PREPARATION-STA 10+00 TO 18+00 SHEET NUMBER A.01 tiO,Q RIM 708 92 Y RIM=708.92 0 15 30 G. G G j G G / .G. I T M S T(M}`FEET(MG - I 1 f G G T M -"Mr ✓- - -T(M} - - _T(M} _ _ _T(M} �- -T M} _ - _T(M} -:11"--r----- T(M} - - -T(M}- �T(M} - - -T(M} - - - - ( Z IT } _ �'M �-G T(►•) T(M} - 7(M} - ( } - t ( / \. -r(M} _ 7 / T(M _ _1_G7�M� G \_�' _R.O.W. 1 _ / f_ '} 7 \ Ta4 -.—TREMOVE DRIVEWAY PAVEMENT(220±SY). / ' / I c (M�_�*�WI__-_:__-.-IIMk= $ SAWCUT FULL-DEPTH ALONG EDGE OF REMOVAL. -PROPOSED TRAIL CENTERLINE / 1/ REMOVE 12±LF OF 18"CMP III ' $ CONTRACTOR SHALL MAINTAIN ACCESS TO ,, �/ tii (INCL.APRON) I I$ \ \ \ \ DRIVEWAY.COORDINATE REMOVAL AND (° ACC i \ rN PI \ I� �� REPLACEMENT WITH OWNERS REPRESENTATIVE \ \ REAL ESTATE SIGN \\ m 11 I \ \ \ -\�_ f AND PROPERTY OWNER.SEE J SHEETS. \ LANDSCAPING EDGERS,TYP. \ \ \ _ _ _ I " - �' ' ! s_ -= E__ -- '� V / __ - - - `„ R.O.W. - -- - =_ - - -E =f - ` - -{--=713c= - _-` E - - �_ - - - - Ito- -- ----- J i - 703 --- i � -i - -E- -��a4 r =E _-E _ -€ - `` _ - _709 �(1 _- its`^"'•' __t 703 .� ;.� - 18+0 T{M6N)" T IMA�I)� T{IMON) - T{IMON) T{IMON)119+OOM� '- MOR) T{IMON) - - - - ' - _12'W-� °� ��22+00 - IMON)� O ` - 701.41 IE 18' MP --- -__+--- ..__ / ---lz:--,, --- - 12'44-- -1 '-Wss- 12 ---12 �__ _12' V-- .-_._-1- --707---- - _ -- - ..._. - - _-702 _ _ - - -- - - - N IGN U.L:�U/�.. \ \ 'DO NOTE\R'S \\ 708 \ \ ` \ \ \ \ \ \ \ \ \ \ \\ • \ -` -_, GRASS \ ,_ \ \ \ \ _ \ J _ \> \ >ge O > \ACC • \>',,, I. ASPHALT EDGE,TYP.- yid ACC '0 'os 4 \o> erg, \>3 $ 4 �\ $`c- \LANESTRIPE nP 1 \\ -ADJUST(RAISE 2.0'±)WATER VALVES(2)AND \ \ \ \ .) .C--• \ \ N \ FIRE HYDRANT TO MATCH FINISHED GRADE \ \ \ \ \ \ \ 4 w —REMOVE'DO NOT ENTER'SIGN ASSEMBLY. _.- tV ..... STORE FOR REINSTALLATION. --�r=. N ..l EXISTING CONDITIONS AND SITE PREPARATION: STA 18+00 TO 22+00 I a eft -I, 1" = 30' STORM INTAKE / I I ' / ' ' / ' I ' // I I I I I fA i I ACC H., ,I CO RIM=699.37 / I . II / l / // G \ I RELOCATE(2)UTILITY GUY ANCHORS(BY OTHERS), I M.S) / 1 / I I I I / / / /// '\ I / / CONTRACTOR TO COORDINATE.COORDINATE / / I oI \ _ - II IIG II II i I��\-� (\ \ UTILITY POLE SUPPORT WITH MIDAMERICAN. / / / \ .,7.,IE17ADS ,� 4),-4 I I 1 G. f \G \ - u. / G G- -G I i I \ \ I T,M} ` T M ..G —} — TrM} J 111f\-665�1I 1 I I .,oE,7AD6 /¢Y / ah,Viititlir w T(M. - T(. , REMOVE 42±LF OF 24"CMP ACC J b'(�,} \ I\\\ 684111 / I \c-___—I / `9, #w at �I •VG IZ I I M _ - -T . _T(M}\- - - INCL.APRONS) 1 I 1- Ai \\ \ 1 I \ GRAVEL / // / 8"SAN-� `g��l T(M}=I=��— \ \ ( /\ / r ) "( li\\\ ((\\�/ I I / / / Q {N(4.\ \ \ $ \� ACC \ \'0, f ZV�'/J ��/,I I I I \\\\�\ \\\� - rM} ' I I 1 r / GRAVEL I T(M} ~A .o.w. o a o V '� .\ I ,� R.O.W. \\ � r N - - -T R.O.W._ - --T ''► T MON) I • ) ) W -, \ DSCAPING EDGERS,TYP. �-� �- - / / �-,l / - / i 1 \ - • I: s q'� R', .� .N L i T(M - - -T t> — 1 IMF) O \ PROPOSED TRAIL CENTERLINE \ R,O.W. �696W - - _ -Z r •: ) T(I J / T}{IM4)N) T{IMON) T{IMON / T I 7 Tf �^ _�_ -• -IRS - - --t 's9T x�- 4(IMON timot,)_/-i d ---4 OE OE ) 7�{SON {�ys? �?7F - - ,.� --�i r- / 1 _ .._.. ._- -. --12,-W--_ -J _ - �5.81 IE 24'CPM Z I - -�-�� ..- �.. J iI �_ { ..: - J _ E. / - - 677.161E it ADS.... s77- F y i 13 �V / - _ ''— —I _ I c9 i.....,. • - E --` / �� ,' ✓ / 6e,:aaiEa A0s 6B7\ —sso-- e 1 _ _ -E_ - -� 'Er y _/ -1 git,f O - -'E` �- r .r^ �-^ �•- _. i ir�1 z� ' , 1 , �' g88:LtE 24' S� /'`�0_, m �� __ - 7-04. W �- i „� '' �- i 89IF2e•CMF _ .. -. _ / r _ -- ` -._ - __.. 677.21 - - --8T1 ` - W m ��' - 25+00 -- - o _ ` - 12 _ r m_ ,694.. -� __ 686 _ 4+0 - _ - - -._ __ _ __ _- - `3 ---6 �- 2 0 1 -�-_� � S S I --- -I. _ - - Rn7 _ -+ -. -_- - +_ - - - ___, - - _ Z �� / 679 .- _.._ �_ c. '3 -IS 22 0_ - '` _.�. !✓' '� -23+00 \ \\ \- __ -_ -se9- - — - co - �sso - 9 - - - - - - - - 11 \ \\ ' - \ - -691 _' - I - - - - ` - - - - _ _ -682 - - STOP SIG — I - �6 \ — I- -- - - - - _ - - _ _ - - — - - - - - - \ - -� �, - -(2117 SUBDRAIN- 14- _ \ - _. - - .,' -892- __L L- - - arum_ - - _ - - - - - - 1 GRASS' 684- \ c'_ > — \ - — \ — n \ \ \ ` I — — — • \ \ \ \ \ II \ N \ \ ( GRAVEL \ GRAVEL \ \ \ GRASS \ II \ \ I- > > 'o >� ACC a� (Tie: 1� a� I I m ���ACC �� 9n� y� S> ACC \ �\ \ \ \ JJ \ I I \ , \ \ \ REMOVE 12±LF OF A\ \ 1;5. ASPHALT EDGE,TYP ' \ \ \ \ \ CLEAR AND GRUB AREA(0.15±AC) \ \I 1 \ \ \ \ \ 24"RCP(INCL.APRON) \ \ .� -LANE STRIPE.TYP. \ -_.. \ \ , \ \ II \ \ \ \ \ \ I \ 1 \ I 7 T EXISTING CONDITIONS AND SITE PREPARATION: STA 22+00 TO 26+00 1" = 30' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 EXISTING CONDITIONS AND SITE PREPARATION-STA 18+00 TO 26+00 SHEET NUMBER A.02 o REMOVE GRAVEL(82t SY) ` -E— — — — — — 20 -REMOVE 83±LF OF 24"CMP(INCL.APRON) \ \ - . S,N - 4; - -t 8"SAN ( 675-$�,A� -(_ ) `- -- -I- - - - 8"SAN =G 1 - _ _67a� ` � - - 0 15 30 G. I' G. G G G G. G .,i GRAv6t-- - G_ j bGii. IElrios J J �- - �. �-J \ .\�.\ j - R.O.W. 1 / I WILLOW CREEK COURT SCALE IN FEET REMOVE50tLFOF30"CMP Iriii r Q O \ GRo�8 SAN— I \ c c (INCL.APRONS) CAP NORTH END AND GROUT .4\ 1 REMOVE 360 LF OF PCC PAVEMENT 24"OFF EDGE \ m�\ • 1 FULL 85±LF OF ABANDONED m / - REMOVE GRAVEL(100±SY) �m m�\ `� \\ \� \' '6> PCC i 22"x36"ARCH SANITARY SEWER —OF EXISTING PAVEMENT(72±SY).SAWCUT I 8"SAN—7) m \ � \ 1 FULL DEPTH ALONG EDGE OF REMOVAL. \� \ °��\ \ PROTECT \ \ i EL (� I \\\ V-- \'--• \ v�ov c; 1 � 1Z12�1T1J�`T1T11T1TT1T1T1T1Zl�l�%tit FABRIC-FORMED \ s\ \ T IMON_ _ _ ) T{IME -4 — M _ 4-T M O W. 0 1 \ PROPOSED TRAIL CENTERLINE \ \4�� REVETMENT \ w ) ? i1:� N j—r MON) _r±IMON) t{IMON) r#IMQN)873—� } ) 1 � _T AA°� -T(M} -_ ( } r I T I • r IMON \r I T IMON TtIMI� I - _ ?�\M�1 T IMON - f I dWJ �) f MQDI) f f ) { ) { Ot ,.....-12 iY- -- W= —- _ _ -1 t 6 IIII - --- � ,, ,,,,,;, ,,, 6use nos - - - - - - _ -- - - - - - 4�11�-" _ >s 1 677 675.811E 24•CPM-� \ :p� \ I I l / III / .81F 24' \ �d / \� I '; `\ r6 - - ___ _. 6 --- 677.161E 7r ADS \ / _. _._.. _...... _ � 6,613 27+00 24"ST I l �' \ 666.011E-30CMP. ov gi /'— — — — — — ss �- ' _...„,...../---,..__..�/Iry�..!a•: ir --_F— I \`. 1 - _' 666 667 _.� iiiirI $� I I \ ,;:N' ,' / 751E 30' -fi68- --- 'L6 /' ) ( / `•, \ \ \\ �, IOWA FLOOD CENTER / �::::` \ - FE = _.. - - __ _... ._666. S I // \ \\ \ Box cuLVERT \ \ -66s- - -- ss9- -_ 67721I 24'FES / g7T -' 1 ,.`� \ � \ �`TREAM GAUGE - • \� -g7- _�- - _- __. ..__ .....__ ... _... ._ - - 1 - -Z %lr i6T9- _ =,! 1t2 \�S\ \2 ....7..... _\ 676_ \ ` - - 1� 9+00_ 672- _ - - - --- _ _ - -, -. - -.r _\ �677 28+00 i \27� 673-s,� ;:::!!!‘`` . :a \ \ _ \676 �'�� \ _ - - -676 - - - - - - - -87s�CLEAR AND GRUB AREA( .30±AC) - - :I - - - - - 87 _ ,se2� --- STOP SIGN-- 1 :": - _ _ - - - 6n - - _ _ / .ki" .. 10 _ -_._ 683-- �- - .-- - - ` •`` `8j9 - 'DO NOT ENTIR'SIG[{ GRASS • ' _Oti GRA - z': ;.., ' I �'""��"' "y;� GRAVEL EDGE,T�P���/ - GRAVEL �877'- ADJUST(RAISE I.5'±)TELECOM PEDESTAL \ ` GRAVEL " ACC ��lJs:,„"'""''"" � ASPHALT EDGE,TVP.- \BOO B78 ACC 1' TO MATCH FINISHED GRADE(BY OTHERS). �\ `�'\ LANE STRIPE,TYP. N, \ \ • CONTRACTOR TO COORDINATE. REMOVE 12 t LF OF `nV \ \ REMOVE DRIVEWAY PAVEMENT(170±SY).SAWCUT REMOVE'DO NOT ENTER'SIGN ASSEMBLY. -ADJUST(RAISE 1.7'±)WATER VALVE AND ' , 24"RCP(INCL.APRON)- \ -CLEAR AND GRUB \ FULL-DEPTH ALONG EDGE OF REMOVAL.CONTRACTOR N STORE FOR REINSTALLATION. ' -- -- FIRE HYDRANT TO MATCH FINISHED GRADE AREA(0.15±AC) SHALL MAINTAIN ACCESS TO DRIVEWAY.COORDINATE REMOVAL AND REPLACEMENT SCHEDULE WITH OWNERS REMOVE SIGN POST ASSEMBLY - 44 REMOVE ABANDONED SANITARY MANHOLE(10±LF). 1 42"SANITARY SEWER REMOVE STOP SIGN ASSEMBLY.STORE FOR REINSTALLATION.- REPRESENTATIVE AND PROPERTY OWNER.SEE J-SHEETS. • CAP SOUTH END AND GROUT FULL 78±LF OF ABANDONED 1 - EXISTING CONDITIONS AND SITE PREPARATION: STA 26+00 TO 30+00 1" = 30 I \ - GRIND AND REMOVE 12±LF -ADJUST(LOWER 0.2'±)UTILITY HANDHOLE ( \—�E_ — — — — �6 j RO.W. — SECTION OF CURB \TO MATCH FINISHED GRADE(BY OTHERS). — s7 I CONTRACTOR TO COORDINATE. • „5_ - - - — — —� PROPOSED TRAIL CENTERLINE REMOVE STORM INTAKE TOP o ,.—\ g1A _ " \ _ 6T5- ` - ~ _6Ta� - - - - - -E- 8"SAN `' 1` O \ , WI _ — — "" �— ' ' REMOVE 18±LF OF w WILLOW CREEK COURT N —RELOCATE UTILITY PEDESTAL OUTSIDE OF TRAIL CLEAR a 24"RCP(INCL.APRON)— ZONE(BY OTHERS).CONTRACTOR TO COORDINATE. 1_ Y w REMOVE 360 LF OF PCC PAVEMENT 24"OFF EDGE ADJUST(RAISE 2.5'±)WATER OF EXISTING PAVEMENT(72±SY).SAWCUT P� `� VALVES(2)TO MATCH FINISHED GRADE O FULL-DEPTH ALONG EDGE OF REMOVAL. — N _ �__ /7l7 i iTiriT1T1,ccrf, N /ZlZT1 lT1T1T1T1,7.TLT 1T1T1T1 ol2l2T2/272T1T1T172Z/Z7T1T/71 11/Z T1T1T1T1T1T T1T1T1ZlZ/3l /�__T1TT1 r r p� G G z 6 - - - t I G T 6r I IMON}- (IMON) T{IMON �% • T IM { 5 L -T{IMON}m {MAON)-===T(IMON} T-{IMOI� O J> r#IMQN) _r{IMON) {IM3AJ )—T{IMeN}- T{IMON) T�(IMSNy- T{IMON)= TFI)' 7flMON�= - #IMF T.3MQN1 - Z{IMON)= -ti ) _ -TB y�` ( 674-{ __ - _ . o T(M}6 e�2 _T>M}a T�M} _-T _T(M} __ T(M}_= r{M} 31+00-673 - - - - -673- 32+00 - - - - 87s73T 33+00 - - - ++�- ". z —-—1?-w- -'-30-rr - 1 e� 1 - t - t- s72 �. T- -- +- 672 U — — — — —871— .. _... _.__ - •--671- _- .- -. - - T ---.. -871-"2.'_ - - - - .. - k -871---y. - \ �� - I -8;'Y . - -' Z T1MM} 7/�1 T(M) T(M} T(M} EMl T --FOOT- T(M} T(M) /: 670 6 71 C7 - - - --67U -_ -- - .._ __ - -87 i E1q�- T M - - ..,/_ __._ - _..FFa ... _._ __ - ... - _ } T(M) - - _._ _ ' 668.461E 24'FE$�{ -- --670 r 669. 71 - II CO �- -_.__. .. .__._ _ ... ..._ - 669 � --666.78 IE 18'FES Mr) - - _ (M} 7 i \ m W TiI:68_T_Ti_i5j 667 .----.erg9 687.901E 24 FES • -... . Ff 1 - ._-.... ._ --_. --669__. .-_ - -- .- - -fig _..670-.._. _. ,.,// - --- _.. _. ---b`70 - _ --'-l1 - _- -- ----- ---- - - -871 -.G: O� • - -- - __._.670-- --_ - _ - - - - -.870 671- _ 671-- - -872- -` - --- 1 - �� L C' 3PEE0 LU m - - - - -671 - - - ..- -- - - -- -871- - _ - 672-- 1 - _ -672- _.._ - -- -- ��n _ _ _ - - - - - -873-- - - - - - - m 873 M- - - . . . . . . . . .- - - - -672- _ _ __ ._..- -873- -- _ ! - _ -. .- .-873- - r"- - - ---_ - - -g - - 3- - -. - - -673.- - - - - - -. 1 - - -874. . . . . . . . . . . . . . . . . . . - -874- _ .. _- - -874 _ Si-674- - �. - - 67 - - - - -.- - - '8 67s-CLEAR AND GRUB AREA(0.30t AC)- - - - - - - — — — — -675- GRASS s7s- N -- -675- _ -.\ - - - -676 , MILE B4'MARKER O _ L -676-_ • \ N - GRAVEL EDGE.TYP.-/" -N - - - _ ACC I L REMOVE 6±LF OF ASPNALTEDGE' —676— — — — - - 18"RCP(APRON) REMOVE 6 t LF OF 24"RCP(APRON) LANE STRIPE,TYP.-� RELOCATE(2)UTILITY GUY ANCHORS - _ - s OUTSIDE OF TRAIL CLEAR ZONE(BY OTHERS). \ g CONTRACTOR TO COORDINATE. a EXISTING CONDITIONS AND SITE PREPARATION: STA 30+00 TO 34+00 1" = 30' S-H PROJECT NO.11131210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 EXISTING CONDITIONS AND SITE PREPARATION-STA 26+00 TO 34+00 SHEET NUMBER A.03 �' b. �R.O. �rti //' W.— V ( STOP SIGN tit �/// / 7 G 6n — 0 15 30 /, TO/ / + - 7 ` —Fo— — SCALE IN FEET 7 — CLEAR GRUE )TJ ,: ;1= �, -39+p„ .„.„ -411 , - lir 7. - ±itl Pcc / / ' Le / ( e /j j / ti/j / / 81 1 7 / / \s PROTECT EXISTING DETECTION LOOPS AND CONDUIT � I I — ` �s>5\�e \ 74 / REMOVE 26±LF OF 30"RCP \ / / / ,_./' 7 / / (INCL.APRON) - r WILLOW CREEK COURT / / / / / Jvl / / / / 1 , I I I \ I pro~ I - 673 -- -PROPOSED TRAIL CENTERLINE -� "- / / { 1 1 Iceil co �o -- f - Y ADJUST(RAISE 2.5'±)WATER �r 4.i , j / / /\ i ) J. -6>3. �o • VALVES(2)TO MATCH FINISHED GRADE _ 8,"' / / W + + _ — INIO►I� T EIM. s73— ..... ..../ `�\ �� u�i 1 —\' .. 6 `'_,-�_ 1�'•-,�--,— . 1G1 / \ z--- ES2 IEF "'- -�-- —em \\\\ T �--f;— y " -'873 •;1 - -o�q.- - - - J ` :.I ''• _ •r IQ30"S - Ga - a:""' 669.58 30.FES t i ._ C. ' 'b71 -- .. �,.r.+ \ 671 - -- - - \ �670'"� /t�/ f7 G - • - - �, ��? .- - - �-0�'211E •FE 1•rx 4 81E 24•FE - � E - _ • .8jo\ 'G G ............. 3 +p� __ .�672'�" // C -' \.! PCC I mii, - _ \ \ ,_���. -.p . -- _ -. __. I -- -1 s ,2 Cc -- g1 -- - - — ----ns 672__ _. — -- ___. _ OF 30 RO • g76 L— -s7, — csi RE E 6_LF R ( P N) `V- — — — _ — - - - - MOV C - -- - - -872- "'- - - - - -" SPEED LIMB SIGN _ ___ _-.873__- ___ -_ _- - - -- .-" - / f <; � 1 11 / 677---... + 618 _ - .- - -873-'- - -- - - - _ _ - - - -874 -_ -- - - -- _-_ - - - - � -. _. .- �675e- , _ _... -- - -67> - -- -- - - _;RI_ - - )- _ ) - "-). - - -)_ - )-- -) 675 ) ) ) -). -)- J`J J ;,77 / _�_ ,. GRAS.4 - - / c - _- -67 - -�. - - - - - 876- -' - -- ._ - - - �i,�I ASPHALT EDGE.7YP.-�� ACC MILE'84'MARKER - .� GRASS m . • B�~ - - -876--,- GRAVEL EDGE,TYP. GRAVEL - , REPLACE TRAFFIC HANDHOLE.RELOCATE �.— ASPHALT EDGE,TYP.�I ACC __ — '„\` HANDHOLE CLEAR OF TRAIL PAVING. A o O LANE STRIPE,TYP. _.--677-- — — REPLACE TRAFFIC HANDHOLE.RELOCATE �- HANDHOLE CLEAR OF TRAIL PAVING. —REMOVE PAVEMENT(50±SY).SAWCUT FULL-DEPTH ALONG EDGE OF REMOVAL a -CLEAR AND GRUB AREA(0.30±AC) REMOVE GRAVEL(30±SY)- - _ - _g78_- w _ a \ _ REMOVE PAVEMENT(48±SY).SAWCUT REMOVE STOP LINE,26±LF OF DOUBLE CENTERLINE,24±LF OF WHITE CHANNELIZING c FULL-DEPTH ALONG EDGE OF REMOVAL.- � LINE,AND(2)PAVEMENT MARKINGS BY HIGH-PRESSURE WATER BLASTING. O EXISTING CONDITIONS AND SITE PREPARATION: STA 34+00 TO 39+00 a 1" = 30' U) z 0 0 z 0 0 (7 z I- N X w 0 5 N C N LI 2 1 I N r8 S 1 f/1 �O a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 EXISTING CONDITIONS AND SITE PREPARATION-STA 34+00 TO 39+00 SHEET NUMBER A.04 VARIES 4'-0" VARIES 10'-0" 3'-0" VARIES 6'-0"MIN VARIES HWY 1 BACKSLOPE I I GRADED I GRADED 1 FORESLOPE DITCH EXISTING BACKSLOPE I — — VARIES4-INCH PCC 6SHOULDER -INCH PCC — SHOULDER — MAX 2:1 GRADE 1.50% VARIES 1.50%TRAIL _ j\ 4�///////� MAX 6:1 GRADE CROSS SLOPE 0 2 00% a -\ -\'\ ;4,1141/7\ \ .. •.•.1:/,2/709101/7/7,0101,/7/-•-reef••..- ,, ,‹...,\„\,...;\\,,,, A ,, . ��\ \.\\4\ `— A\ \\//\i. \\-\ ./i\\ \ \%.\/_\ ,,C; \ \-_ \\\%i\ ..\ 4-INCHDEPTH EMBANKMENT-IN-PLACE/EXCAVATION,CLASS 10 (TY ) COMPACTION TO 95%STANDARD PROCTOR DENSITY 4-INCH MODIFIED SUBBASE EXISTING GRADE(TYP.) TYPICAL GRADING SECTION STA 10+65 TO STA 11+15 HIGHWAY 1 TRAIL I VARIES 1'-6" VARIES 3'-0" 10'-0" 3'-0" VARIES 6'-0"MIN VARIES I HWY1 EXISTING BACKSLOPE 'DITCH FORESLOPE GRADED .—CINCH PCC GRADED FORESLOPE DITCH EXISTING BACKSLOPE _ SHOULDER SHOULDER 1.50%TRAIL _ - 9 2.00%� CROSS SLOPE O 2.00% a v. ,� 35:1 �\LEcrYPJIIIU1IIIi!2 IED SUBBASE COMPACTION TO 95%STANDARD PROCTOR DENSITY EXISTING GRADE(TYP.) ff: - TYPICAL GRADING SECTION $ '- STA 11+25 TO STA 17+00 HIGHWAY 1 TRAIL 7 ""yam ..--A, VARIES 3'-0"MIN VARIES 2'-0" 10'-0' 2'-0" VARIES 3'-0"MIN VARIES HWY 1 � =G BACKSLOPE DITCH FORESLOPE I GRAD/EDE I 6-INCH PCC I GRADED FORESLOPE DITCH EJ(ISTING BACKSLOPE I — — — -,�-�'�• HOULDE HOULDE -:-A. `�e'�s,r* 1.50%TRAIL '�� 2.00 CROSS SLOPE 2 2 00 .-" �`.• , NPR\ES E V _ _ ''... A \ 35.\ORS// AI III A14X 3.5R/ES // \\, \��i / m\ '-=i ,-\\, . .••••42ry. iy./�// •_ .= _:.r. ._. •....,.✓ 4i0 7 GRAD \\ / \\ 4,Or # ._, ,##00.*,..„,,,,„—— *.""10\\. \--• ...-- \ \ • \\ 4-INCH DEPTH \ \\�\.� /♦ \ .\ I/ 4 \\�\�\i\\,\\,,\i,i\\� , 4 \_\\ , \'� -\ . TOPSOIL(TYP.) 4-INCH MODIFIED SUBBASE EMBANKMENT-IN-PLACE/EXCAVATION,CLASS 10 EXISTING GRADE(TYP.) COMPACTION TO 95%STANDARD PROCTOR DENSITY TYPICAL GRADING SECTION STA 18+00 TO STA 22+85 HIGHWAY 1 TRAIL VARIES 2'-0"MIN VARIES 5'-0" 10'-0" Fu 2'-0" VARIES 2'-0"MIN VARIES I HWY 1 EXISTING BACKSLOPE DITCH FORESLOPE GRADED GRADED FORESLOPE DITCH EXISTING BACKSLOPE SHOULDER " 6-INCH PCC HOULDE 1.50%TRAIL — 2.00%O CROSS SLOPE O 2.00%0 /\\\�/\\.Q� JPR\G�OE ku 35RGRAVE \\ \/ \\� \/ \\'\/\\�L O 4-INCH DEPTH\/ \\\\\ \� .. %� ,\C%\j\�\%\/ \��\\\ U TOPSOIL(TYP.) a\ ��\\ `` HMO �\ \ EMBANKMENT-IN-PLACE/EXCAVATION,CLASS 10 Li CO EXISTING GRADE(TYP.) 4-INCH MODIFIED SUBBASE COMPACTION TO 95%STANDARD PROCTOR DENSITY TYPICAL GRADING SECTION STA 22+95 TO STA 25+25 0_ HIGHWAY 1 TRAIL 0 VARIES VARIES 2'-0' 10'-0" 3'-0" VARIES 2'-0"MINI VARIES I HWY 1 m I EXISTING BACKSLOPE FORESLOPE GRADED 8-INCH PCC GRADED FORESLOPE DITCH EXISTING BACKSLOPE cn HOULDER SHOULDER .3 1.50%TRAIL — T. 2.00%O CROSS SLOPE 0 2.00 CI Atkk \��/ NPR,GfYPOE 3GR9DE / �\%\\>�\ \ ` 3 \'\\�'< �� MPX35' 2-0• •, . 2'-0• ��\,< \\�\ / \ \ GRADING SECTION NOTES: '\��� • • ��\ �\ 1. WHEN TRAIUSIDEWALK IS CONSTRUCTED ON NATURAL SUBGRADE, gi S \,a\\\\ ,-.- / / </V:,•�\� SCARIFY TO A DEPTH OF 6"AND RECOMPACT TO 95/o STANDARD C' 4-INCH DEPTH ,\'\\�-� ..�i✓ / ` •�\ �\%\/\/� PROCTOR DENSITY(INCIDENTAL TO EARTHWORK). m TOPSOIL(TYP.) \^ , ,/i\\A\ /\ , \i\ , \ 2. 1.5%DESIGN CROSS SLOPE,2.0%MAXIMUM CONSTRUCTED CROSS 4-INCH MODIFIED SUBBASE EMBANKMENT-IN-PLACE/EXCAVATION,CLASS 10 SLOPE.CROSS SLOPE VARIES THROUGHOUT THE PROJECT.REFER 6 EXISTING GRADE(TYP.)- COMPACTION TO 95%STANDARD PROCTOR DENSITY TYPICAL GRADING SECTION TO PROFILE VIEWS TO SEE EXTENT OF VARIOUS CROSS-SECTION .g STA 25+25 TO STA 26+25/STA 27+25 TO STA 27+90/STA 28+65 TO STA 29+90/STA 35+15 TO STA 36+60 SEGMENTS AND TRANSITIONS BETWEEN SEGMENTS. 17 a HIGHWAY 1 TRAIL 3. GRADED SHOULDERS CAN BE UP TO 6:1(16%)SLOPE. 0_ S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--8I-52 TYPICAL SECTIONS SHEET NUMBER B.01 PEDESTRIAN — Y-0' 10,-0' 4 HWY 1 HAND RAILING AV U GRADED FORESLOPE EXISTING SHOULDE SHOULDER 4"WIDE WHITE BACKSIOPE PAVEMENT MARKING 6-INCH PCC I 1.50%TRAIL FREE DRAINING ,-,_ \ CROSS SLOPE Qz 2.%%O VARIES GRANULAR FILL \\ �� MAX4.1 GRADE — — WITH DRAIN ILE c: _ —— — — _ GRADING SECTION NOTES: RETAINING WALL - - -�,� //!��!��or. gD�A'F.'�.Y� ��/,. ' %A�\�\� 1. WHEN TRAIUSIDEWALK IS CONSTRUCTED ON NATURAL SUBGRADE, SEE V.01. \‘. _.. ;//�.Y' \\ "4-INCH DEPTH i � SCARIFY TO A DEPTH OF 6"AND RECOMPACT TO 95%STANDARD :T�► \ �\ 4-INCH MODIFIED SUBBASE�\ i\ \\i�� / \r \/\\ \ PROCTOR DENSITY(INCIDENTAL TO EARTHWORK). �\ \ \ / TO, (rvPJ \ /\ .\j\/ \%\\\ COMPACTIONTO95%STANDARVDAPROCTORDENSITY �\\S��\�\) \ 2• 1.5%DESIGN CROSS SLOPE,2.0%MAXIMUM CONSTRUCTED CROSS I .•.„ \i<X*A/VA--\A --EXISTING GRADE(TIP.)` V!\may \�S��iv"�� �VA���V�/ TO PROFILE VIEWS TO SEESLOPE.CROSS SLOPE IES EXTENTOUGHOUT THE PROJECT.OF VARIOUS CROSS-SECTION REFER I SEGMENTS AND TRANSITIONS BETWEEN SEGMENTS. / 3. GRADED SHOULDERS CAN BE UP TO 6:1(16%)SLOPE. EXISTING CULVERT TYPICAL GRADING SECTION-WILLOW CREEK BOX CULVERT STA 28+00 TO STA 28+55 HIGHWAY 1 TRAIL WILLOW CREEK COURT 6'-0' 10%0' 3'-0' 6'-0"MIN GRADED VARIES SHOULDER rL GRADED FORESLOPE DITCH VARIES Hyl/y 1 SHOULDER EXISTING BACKSLOPE VARIES 6-INCH PCC — — — GRADE (MAX 5O 1%).CURB 1.50%CROSS SLOPE z O \\ �\�\\/.�L - -- -� —�O 200% 3IL j\ \� 4-INCH DEPTH /�q TOPSOIL //\\ / EMBANKMENT-IN-PLACE/EXCAVATION,CLASS 10 '\' • / •..... . -\//41,°44;11k/.4;,GRAL, -\ COMPACTION TO 95%STANDARD PROCTOR DENSITY \\�/\�, � `;� •..�/ /\%- \ \/\/ — --`- '\•-'- \--.‹,66-',„ -Tl.f4•XiNv-trlireirtrerrieriforif :••• Or Z-0^ A. ...... 40, 4-INCH MODIFIED SUBBASE Yam \\\ . I"""""""' / /\/)� EXISTING GRADE(TYP.) /\/\ \\ / /\ \\ \ \• Iy TYPICAL GRADING SECTION-ALONG WILLOW CREEK COURT STA 30+00 TO STA 35+00 t HIGHWAY 1 TRAIL SUNSET STREET 30,-0' GRADED 10-0' 3'-0' VARIES ED SHOULDER I SGRADDER FORESLOPE f'-e,l u.- ' 8 s VARIES 1.50%TRAIL 6-INCH PCC I :.,.y GRADE TO EXIST.CURB -"'+ (MAX 5%) CROSS SLOPE Q ,,,,..J e.� (� V.'''.200%Oi 4-INCH DEPTH C ts....— TOPSOIL(rrP) , 2,0" z\/ \i\\� i\ y\/\ iy\\\ \ \ -0. va�n\ �/.\�\\ / � /\ srCia .\ / � \i /\/ Mix 5: E .,,,,EXISTING GRADE(TYPJ /\\ % ,%\ �\ EMBANKMENT-IN-PLACE/EXCAVATION,CLASS 10'f��\ \ - - - - • COMPACTION TO 95%STANDARD PROCTOR DENSITY /���\\ \\ CH MODIFIED \\ / / / /\''', r /// \/ /�\„ , v-\\. _.,--\ � \ \,\\\ ��\. .,\���\�\, \\\,. /�\-\.,Vi6\ \ . Via\.\ ` �\ : �� \� ., �� cm 4-INCH MODIFIED SUBBASE t o TYPICAL GRADING SECTION-ALONG WILLOW CREEK COURT STA 37+75 TO STA 38+40 Ul HIGHWAY 1 TRAIL CO o Q U Ill-_ 712' ASTROTURF f`-- 1/4"R ASTROTURF DRAG FINISH DRAG FINISH itt SLOPE TO DRAIN )o in •. SEE GRADING PLAN FOR al CROSS-SLOPE,TYP. 111111111M3'R c .. r . . . � . . ., . . . . 3'R iIiI "\\\ \` BASE COURSE:4.5' ;\`\ PCC BASE:8' ti¢�PcleR+R •�A•i•4 n 'o HAC SURFACE COURSE:3' a PCC PAVEMENT SURFACE COURSE:1.5' ' TACK COAT La. -DRIVEWAYS:T DEPTH "'\„PAiglittift ,,M, 4 .. -ROADWAYS:a DEPTH IIIIIIIIIII)IIill:IIjIIfIIIIliilllllliIII(IIIIIIIIIII)III)IIIII)IIII)I)i)j(I)I)I(ffl)lIIIII 4'PCC PAVEMENT o = 6'DEPTH MODIFIED SUBBASE %!_WP_ ! f•T. !%!�!�!1!�!4!+'!1!�!:. 4"DEPTH MODIFIED SUBBASE - " '\//\DEPTH MODIFIED SUBBASE COMPACTED SUBGRADE TO BE SCARIFIED TO A TO 95%STANDARD PROCTOR DENSITY. 6 SUBGRADE 1 TO BE SCARIFIED T A EXTEND 2'BEYOND BACK OF CURB. o DEPTH OF 12"AND RECOMPACTED TO �5° ��O°�°°°°` DEPTH OF 8'AND RECOMPACTED TO M NOTES: 95%STANDARD PROCTOR DENSITY 6'DEPTH MODIFIED SUBASE 95%STANDARD PROCTOR DENSITY \\ ` '",`,`\/\PTH,\,\`,\`IFIE/\\'"""""/'\\,`\E SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12' 1. ALL NEW PAVEMENT SHALL BE DOWELED INTO EXISTING. SUBGRADE TO BE SCARIFIED TO A NOTES' 6"DEPTH MODIFIED SUBASE AND RECOMPACTED TO 95%STANDARD PROCTOR 2. ALL PAYMENT SHALL BE JOINTED TO MEET IDOT STANDARD DEPTH OF 12'AND RECOMPACTED TO 1. SPACE 1/2"EXPANSION JOINTS AT MAX 100'INTERVALS. SUBGRADE TO BE SCARIFIED TO A DENSITY.EXTEND 2'BEYOND BACK OF CURB. ROAD PLAN PV-101 AND ACCORDING TO SUDAS SECTION SG 95%STANDARD PROCTOR DENSITY 2 PROVIDE MEDIUM BROOM FINISH PERPENDICULAR TO THE DEPTH OF 12"AND RECOMPACTED TO NOTES: 113=/ DIRECTION OF TRAVEL. 95%STANDARD PROCTOR DENSITY 1. ALL CURBS SHALL BE INTEGRAL TO ADJOINING PCC PAVEMENT DETAIL-PCC PAVEMENT DETAIL-6"HMA PAVEMENT 2 .or ro St/a for ro s DETAIL-4"PCC SIDEWALK DETAIL-SUNSET STREET I HWY 1 OVERLAY DETAIL-6"STANDARD BARRIER CURB IAA TO SCALE ISO 11 WU MOT A!GI[ a . S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 TYPICAL SECTIONS SHEET NUMBER B.02 100-1 C MOD 100-1 C MOD ESTIMATED PROJECT QUANTITIES 10-11-13 ESTIMATED PROJECT QUANTITIES 10-11-13 NO. ITEM CODE ITEM UNIT TOTAL QUANTITY AS BUILT QUANTITY NO. ITEM CODE ITEM UNIT TOTAL QUANTITY AS BUILT QUANTITY 1 2101-0850001 CLEARING AND GRUBBING ACRE 1.0 45 2527-9263190 SYMBOLS AND LEGENDS REMOVED EACH 2 4 2 2102-2625000 EMBANKMENT-IN-PLACE CY 9,214 46 2528-8445110 TRAFFIC CONTROL LS 1 3 2102-2710070 EXCAVATION,CLASS 10,ROADWAY AND BORROW CY 262 47 2528-8445113 FLAGGERS EACH PER PROPOSAL 4 2105-8425015 TOPSOIL,STRIP,SALVAGE AND SPREAD CY 1,312 48 2533-4980005 MOBILIZATION LS 1 5 2115-0100000 MODIFIED SUBBASE CY 606 49 2554-0212030 VALVE BOX REPLACEMENT EACH 5 6 2123-7450020 SHOULDER FINISHING,EARTH STA 54 50 2554-0214000 FIRE HYDRANT ADJUSTMENT EACH 2 7 2301-1033080 STD/S-F PCC PAVEMENT,CLASS C,CLASS 3 DURABILITY,8 IN. SY 146 51 2599-9999001 PERMANENT SEEDING,FERTILIZING AND HYDRAULIC EROSION CONTROL ACRE 4 8 2303-0000100 HOT MIX ASPHALT MIXTURE,COMMERCIAL MIX(INCLUDES ASPHALT BINDER),AS PER PLAN TON 31 52 2599-9999015 BIODEGRADABLE EROSION CONTROL BLANKET SQ 1,331 9 2312-8260051 GRANULAR SURFACING ON ROAD,CLASS A CRUSHED STONE TON 150 53 2601-2642120 STABILIZING CROP-SEEDING AND FERTILIZING(URBAN) ACRE 4 10 2401-675001 REMOVALS,AS PER PLAN LS 1 54 2602-0000020 SILT FENCE LF 2,570 11 2414-6444100 STEEL PIPE PEDESTRIAN HAND RAILING LF 121 55 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 2,570 12 2416-0100015 APRONS,CONCRETE,15 IN.DIA. EACH 1 56 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 645 13 2416-0100018 APRONS,CONCRETE,18 IN.DIA. EACH 2 57 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE,9 IN.DIA. LF 1,805 14 2416-0100024 APRONS,CONCRETE,24 IN.DIA. EACH 1 58 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1,805 15 2416-0100030 APRONS,CONCRETE,30 IN.DIA. EACH 2 59 2602-0000500 OPEN-THROAT CURB INTAKE SEDIMENT FILTER LF 10 16 2435-0140148 MANHOLE,STORM SEWER,SW-401,48 IN. EACH 2 60 2602-0000510 MAINTENANCE OF OPEN-THROAT CURB INTAKE SEDIMENT FILTER EACH 2 17 2435-0140160 MANHOLE,STORM SEWER,SW-401,60 IN. EACH 7 61 2602-0000520 REMOVAL OF OPEN-THROAT CURB INTAKE SEDIMENT FILTER EACH 2 18 2435-0140172 MANHOLE,STORM SEWER,SW-401,72 IN. EACH 3 62 2602-0010010 MOBILIZATIONS,EROSION CONTROL EACH 4 19 2435-0250900 INTAKE,SW-509 EACH 1 63 2602-0010020 MOBILIZATIONS,EMERGENCY EROSION CONTROL EACH 1 if 20 2435-0250904 INTAKE,SW-509,TOP ONLY EACH 1 21 2435-0251236 INTAKE,SW-512,36 IN. EACH 3 22 2503-0111012 STORM SEWER GRAVITY MAIN,TRENCHED,HIGH DENSITY POLYETHYLENE PIPE(HDPE),12 IN. LF 9 NOTE: CONSTRUCTION SURVEY a 1:! 23 2503-0114215 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),15 IN. PROVIDED BY OWNER. LF 51 .r3 i- ` � 24 2503-0114218 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),18 IN. LF 220 ° �.-. W 25 2503-0114224 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),24 IN. LF 628 . IV STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),30 IN. 26 2503-0114230 ) LF 868 ill cr K -11 27 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 369 <1 '9� O Q z 28 2504-0240236 SANITARY SEWER ABANDONMENT,FILL AND PLUG,LESS THAN OR EQUAL TO 36 IN.DIA. LF 85 F7 co 29 2504-0240237 SANITARY SEWER ABANDONMENT,FILL AND PLUG,GREATER THAN 36 IN.DIA. LF 78 IA E 30 2507-8029000 EROSION STONE TON 20 z a 0 031 2510-6745850 REMOVAL OF PAVEMENT SY 607 0 W 32 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 2 a 1 33 2511-0302600 RECREATIONAL TRAIL,PORTLAND CEMENT CONCRETE,6 IN. SY 3,100 r co w 34 2511-6745900 REMOVAL OF SIDEWALK SY 31 0 35 2511-7526004 SIDEWALK,P.C.CONCRETE,4 IN. SY 39 N 3 36 2511-7528101 DETECTABLE WARNINGS SF 60 m O 37 2512-1725256 CURB AND GUTTER,P.C.CONCRETE,2.5 FT. LF 326 -6,- 'A, m 38 2515-2475007 DRIVEWAY,P.C.CONCRETE,7 IN. SY 510 d - _'- 39 2516-8725000 P.C.CONCRETE RETAINING WALL CY 37 , n i5 40 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 6 N - 41 2525-0000100 TRAFFIC SIGNALIZATION LS 1.0 J 42 2527-9263117 PAINTED PAVEMENT MARKINGS,DURABLE STA 9 J, U .2,-. 43 2527-9263143 PAINTED SYMBOLS AND LEGENDS,DURABLE EACH 2.0 a` a 44 2527-9263180 PAVEMENT MARKINGS REMOVED STA 2 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 PROJECT QUANTITIES SHEET NUMBER C.01 100-4A MOD 100-4A MOD 10-11-13 10-11-13 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION NO. DOT NO. DESCRIPTION NO. DOT NO. DESCRIPTION CLEARING AND GRUBBING APRONS,CONCRETE,18 IN.DIA. 1 2101-0850001 REFER TO A-SHEETS FOR REMOVAL LOCATIONS. AS PART OF THE MINIMIZATION EFFORTS FOR THIS PROJECT ON NORTHERN LONG EARED BATS AND THEIR 13 2416-0100018 ITEM INCLUDES CONNECTED PIPE JOINTS(DR-121;TYPE 2 CONNECTIONS)BETWEEN THE APRON AND ALL PIPES SECTIONS TO THE NEXT CONNECTED HABITAT,IOWA DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION (GS-12005)NOW INCLUDES A REQUIREMENT(SECTION 2101)THAT STRUCTURE IS INCIDENTAL. CLEARING OF TREES 3"OR MORE IN DIAMETER MUST BE PERFORMED BETWEEN OCTOBER 1 AND MARCH 31. APRONS,CONCRETE,24 IN.DIA. EMBANKMENT-IN-PLACE 14 2416-0100024 ITEM INCLUDES CONNECTED PIPE JOINTS(DR-121;TYPE 2 CONNECTIONS)BETWEEN THE APRON AND ALL PIPES SECTIONS TO THE NEXT CONNECTED 2 2102-2625000 REFER TO T-SHEETS FOR EARTHWORK TABULATION AND QUANTITY CALCULATION NOTES. THE EMBANKMENT IS CONTRACTOR PROVIDED. NO MEASUREMENT STRUCTURE IS INCIDENTAL. OR PAYMENT FOR OVERHAUL WILL BE ALLOWED. TYPE A COMPACTION SHALL BE USED FOR EMBANKMENT CONSTRUCTION OUTSIDE OF THE SUBBASE LIMITS. APRONS,CONCRETE,30 IN.DIA. EXCAVATION,CLASS 10,ROADWAY AND BORROW 15 2416-0100030 ITEM INCLUDES CONNECTED PIPE JOINTS(DR-121;TYPE 2 CONNECTIONS)BETWEEN THE APRON AND ALL PIPES SECTIONS TO THE NEXT CONNECTED 3 2102-2710070 REFER TO T-SHEETS FOR EARTHWORK TABULATION AND QUANTITY CALCULATION NOTES. THE TOP 6-INCHES OF SUBGRADE BELOW THE MODIFIED SUBBASE IS STRUCTURE IS INCIDENTAL. INCLUDED IN THIS ITEM AS THE SUBGRADE PREPARATION AND COMPACTION IS TO BE PREPARED IN 6-INCH LIFTS. NO MEASUREMENT OR PAYMENT FOR OVERHAUL WILL BE ALLOWED. TYPE A COMPACTION SHALL BE USED FOR EMBANKMENT CONSTRUCTION OUTSIDE OF THE SUBBASE LIMITS. 16 2435-0140148 MANHOLE,STORM SEWER,SW-401,48 IN. REFER TO M-SHEETS. TOPSOIL,STRIP,SALVAGE AND SPREAD QUANTITY INCLUDES STRIPPING 4-INCHES OF TOPSOIL FROM THE AREAS WITHIN THE R.O.W.OR TEMPORARY CONSTRUCTION EASEMENTS,AND STOCKPILING 4 2105-8425015 THE MATERIAL WITHIN THE R.O.W.,T.C.E.OR OTHER OWNER APPROVED LOCATION. TOPSOIL SHALL BE RESPREAD AT A DEPTH OF 4-INCHES ON ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED. THE DIFFERENCE BETWEEN THE EXISTING TOPSOIL STRIP AREA AND THE FINAL RESTORATION AREA CREATES AN 17 2435-0140160 MANHOLE,STORM SEWER,SW-401,60 IN. APPROXIMATE 25%SHRINKAGE FACTOR. ALL TOPSOIL SHALL REMAIN ON THE PROJECT SITE. REFER TO M-SHEETS. 5 2115-0100000 MODIFIED SUBBASE 18 2435-0140172 MANHOLE,STORM SEWER,SW-401,72 IN. REFER TO B-SHEETS FOR DEPTH AND LOCATION. "SPECIAL COMPACTION OF SUBGRADE"IS INCIDENTAL TO THIS ITEM. REFER TO M-SHEETS. 1 .1 SHOULDER FINISHING,EARTH 19 2435-0250900 INTAKE,SW-509 _ 1 QUANTITY REFLECTS THE LENGTH OF NEW 10-FOOT WIDE PCC TRAIL ON THE NORTH SIDE OF HIGHWAY 1,MEASURED OUTSIDE OF THE CORNER IMPROVEMENTS REFER TO M-SHEETS. 6 2123-7450020 _ ••-^ � AT EACH INTERSECTION(EACH SIDE OF TRAIL IS MEASURED SEPARATELY). THE MATERIAL FOR THE EARTHEN SHOULDER IS INCLUDED IN THE EARTHWORK QUANTITIES. ✓f 20 2435-0250904 INTAKE,SW-509,TOP ONLY REFER TO M-SHEETS.ITEM INCLUDES INTAKE TOP AT STA 32+75. STD/S-F PCC PAVEMENT,CLASS C,CLASS 3 DURABILITY,8 IN. 7 2301-1033080 QUANTITY INCLUDES THE LENGTH OF CURB AND GUTTER ON THE SOUTH SIDE OF WILLOW CREEK COURT(STA 29+58 TO STA 32+68). REFER TO B-SHEETS AND o DSHEETS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. INTAKE,SW-512,36 IN. w 21 2435-0251236 REFER TO M-SHEETS. I-. O HOT MIX ASPHALT MIXTURE,COMMERCIAL MIX(INCLUDES ASPHALT BINDER),AS PER PLAN w ITEM INCLUDES PULL DEPTH ASHALT PLACEMENT AT 1640 HWY 1 DRIVEWAY AND OVERLAY AT SUNSET STREET.REFER TO B-SHEETS AND D-SHEETS.ESTIMATED 0 STORM SEWER GRAVITY MAIN,TRENCHED,HIGH DENSITY POLYETHYLENE PIPE(HDPE),12 IN. QUANTITY BASED ON IOWA DOT DESIGN MANUAL DENSITY OF 150 PCF.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH IOWA DOT STANDARD 8 2303-0000100 SPECIFICATIONS,EXCEPT THAT ARTICLE 2303.02 MATERIALS,SHALL NOT APPLY. THE CONTRACTOR SHALL FURNISH AND PLACE AN IOWA DOT APPROVED MIX 22 2503-0111012 REFER TO M-SHEETS.TEMPORARY STORM SEWER CONNECTIONS DUE TO STAGING(IF NECESSARY)ARE INCIDENTAL TO THIS ITEM. PER CITY REQUIREMENTS, w DESIGN WITH A THREE-EIGHTHS(3/8)MAXIMUM AGGREGATE SIZE,NO FRICTION REQUIREMENT,AND PG 58-28S BINDER. CLASS II COMPACTION SHALL BE TRENCH BACKFILL UNDER AND WITHIN 5FT OF PAVEMENT,INCLUDING TRAIL AND SIDEWALK,MUST BE CLASS A ROADSTONE(GRAD 11).COLLARS AT EXISTING w REQUIRED. PAYMENT FOR ASPHALT CEMENT SHALL NOT BE MADE SEPARATELY BUT SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THIS ITEM.CERTIFIED PIPE CONNECTIONS ARE INCIDENTAL. Ui PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 0 z cn STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),15 IN. REFER TO M-SHEETS.CONCRETE COLLARS AND TEMPORARY STORM SEWER CONNECTIONS DUE TO STAGING(IF NECESSARY)ARE INCIDENTAL TO THIS ITEM. GRANULAR SURFACING ON ROAD,CLASS A CRUSHED STONE 23 2503-0114215 PER CITY REQUIREMENTS,TRENCH BACKFILL UNDER AND WITHIN 5FT OF PAVEMENT,INCLUDING TRAIL AND SIDEWALK,MUST BE CLASS A ROADSTONE(GRAD t ITEM REFLECTS TEMPORARY SURFACING OF DRIVES TO MAINTAIN TRAFFIC DURING STAGING TO RECONSTRUCT DRIVES.REFER TO J-SHEETS. PLACEMENT 9 2312-8260051 DEPTH SHALL BE 6-INCHES,AND ITEM INCLUDES MAINTENANCE AND REMOVAL OF THE MATERIAL. QUANTITY REFLECTS USE AT 1600 HWY 1 DRIVEWAT(STA 11).COLLARS AT EXISTING PIPE CONNECTIONS ARE INCIDENTAL. 100+75;12 TON), AND 1500 HWY 1 DRIVEWAY(STA 106+75;113 TON). AN ADDITIONAL 25 TON IS ESTIMATED FOR USE IF NEEDED TO MAINTAIN TRAFFIC DUE TO Cy UTILITY CUTS OR OTHER MINOR CONNECTIONS BETWEEN EXISTING AND NEW PAVEMENT DURING STAGING WHEN GRAVEL SURFACING IS SUFFICIENT. STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),18 IN. 24 2503-0114218 REFER TO M-SHEETS.CONCRETE COLLARS AND TEMPORARY STORM SEWER CONNECTIONS DUE TO STAGING(IF NECESSARY)ARE INCIDENTAL TO THIS ITEM. REMOVALS,AS PER PLAN PER CITY REQUIREMENTS,TRENCH BACKFILL UNDER AND WITHIN 5FT OF PAVEMENT,INCLUDING TRAIL AND SIDEWALK,MUST BE CLASS A ROADSTONE(GRAD w 10 2401-675001 REFER TO REMOVAL,AS PER PLAN TABULATION ON THE C-SHEETS FOR QUANTITIES AND DESCRIPTIONS. SEE A-SHEETS FOR LOCATIONS. 11).COLLARS AT EXISTING PIPE CONNECTIONS ARE INCIDENTAL. U STEEL PIPE PEDESTRIAN HAND RAILING STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),24 IN. • 11 2414-6444100 REFER TO V-SHEETS FOR NOTES AND DETAILS. REFER TO M-SHEETS.CONCRETE COLLARS AND TEMPORARY STORM SEWER CONNECTIONS DUE TO STAGING(IF NECESSARY)ARE INCIDENTAL TO THIS ITEM. m 25 2503-0114224 PER CITY REQUIREMENTS,TRENCH BACKFILL UNDER AND WITHIN 5FT OF PAVEMENT,INCLUDING TRAIL AND SIDEWALK,MUST BE CLASS A ROADSTONE(GRAD 0 11).COLLARS AT EXISTING PIPE CONNECTIONS ARE INCIDENTAL. N @ APRONS,CONCRETE,15 IN.DIA. • 12 2416-0100015 ITEM INCLUDES CONNECTED PIPE JOINTS(DR-121;TYPE 2 CONNECTIONS)BETWEEN THE APRON AND ALL PIPES SECTIONS TO THE NEXT CONNECTED 4 STRUCTURE IS INCIDENTAL. STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),30 IN. 26 2503-0114230 REFER TO M-SHEETS. CONCRETE COLLARS AND TEMPORARY STORM SEWER CONNECTIONS DUE TO STAGING(IF NECESSARY)ARE INCIDENTAL TO THIS ITEM. PER CITY REQUIREMENTS,TRENCH BACKFILL UNDER AND WITHIN 5FT OF PAVEMENT,INCLUDING TRAIL AND SIDEWALK,MUST BE CLASS A ROADSTONE. a a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 ESTIMATE REFERENCE NOTES SHEET NUMBER C.02 100-4A MOD 100-4A MOD 10-11-13 10-11-13 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION NO. DOT NO. DESCRIPTION NO. DOT NO. DESCRIPTION aw REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. P.C.CONCRETE RETAINING WALL ITEM INCLUDES REMOVAL OF EXISTING STORM SEWER PIPE IDENTIFIED IN THE A-SHEETS. QUANTITY INCLUDES LENGTH OF APRONS. ITEM ALSO INCLUDES REFER TO SHEET V.01 AND SHEET V.02 FOR WALL PLAN VIEW AND SECTIONS,SHEET V.01 FOR GENERAL NOTES,AND SHEET V.02 FOR ESTIMATED QUANTITIES 27 2503-0200036 REMOVAL OF EXISTING DRIVEWAY PIPES. PLACEMENT OF SUITABLE BACKFILL AND COMPACTION TO 95%STANDARD PROCTOR DENSITY IN THE REMAINING VOID 39 2516-8725000 TABLE. THE ITEM INCLUDES THE PCC RETAINING WALL(STA 27+64 TO STA 28+86). THE WORK INCLUDES THE CONCRETE WALL AND FOOTING,REINFORCING SPACE IS INCIDENTAL TO THIS ITEM. PLUGGING OF MANHOLE IS INCIDENTAL TO THIS ITEM.PLACEMENT OF CLASS A ROADSTONE BACKFILL AND COMPACTION TO STEEL,EXCAVATION,BACKFILL,GRANULAR BACKFILL AND THE FULL LENGTH OF THE DRAINTILE RUNNING BEHIND THE WALL AND OUT TO GRADE. THE STEEL 98%STANDARD PROCTOR DENSITY IN THE AREAS BELOW PROPOSED PAVEMENT IS INCIDENTAL TO THIS ITEM. PIPE PEDESTRAIN HAND RAILING IS PAID SEPARATELY. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. 28 2504-0240236 SANITARY SEWER ABANDONMENT,FILL AND PLUG,LESS THAN OR EQUAL TO 36 IN.DIA. REMOVE AND REINSTALL SIGN AS PER PLAN REFER TO SHEET A-SHEETS FOR PIPE LOCATIONS,SIZES AND APPROXIMATE LENGTHS. REFER TO A-SHEETS FOR SIGN REMOVAL LOCATIONS AND D-SHEETS FOR SIGN REINSTALLATION LOCATIONS. MEASUREMENT WILL BE BY EACH,AND 40 2524-6765010 CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE FOR EACH SIGN ASSEMBLY REMOVED AND REINSTALLED. PAYMENT IS FULL COMPENSATION FOR FURNISHING ALL MATERIAL,EQUIPMENT AND LABOR NECESSARY TO REMOVE AND REINSTALL EACH SIGN ASSEMBLY. SANITARY SEWER ABANDONMENT,FILL AND PLUG,GREATER THAN 36 IN.DIA. 29 2504-0240237 REFER TO SHEET A-SHEETS FOR PIPE LOCATIONS,SIZES AND APPROXIMATE LENGTHS. TRAFFIC SIGNALIZATION 41 2525-0000100 REFER TO N-SHEETS FOR INFORMATION,TABULATIONS,AND DETAILED LISTING OF QUANTITIES FOR THE TRAFFIC SIGNAL WORK AT THE HIGHWAY 1 AND SUNSET EROSION STONE STREET INTERSECTION. REFER TO TRAFFIC SIGNALIZATION SPECIAL PROVISION. 30 2507-8029000 REFER TO SHEET M-SHEETS FOR REVETMENT LAYOUT(24-INCH DEPTH). ITEM INCLUDES MATERIAL,PLACEMENT,AND EXCAVATION AND SHAPING TO CONFORM TO THE CHANNEL. PAINTED PAVEMENT MARKINGS,DURABLE 42 2527-9263117 REFER TO D-SHEETS FOR PAVEMENT MARKING LAYOUT AND STANDARD ROAD PLAN PM-110. MARKING MATERIAL SHALL BE EPDXY IN ACCORDANCE WITH REMOVAL OF PAVEMENT MATERIALS I.M.483.04 APPENDIX A. 31 2510-6745850 QUANTITY INCLUDES REMOVAL AND DISPOSAL OF ALL CONCRETE AND ASPHALT ROADWAY AND DRIVE PAVEMENT. FULL DEPTH SAWCUTTING IS INCIDENTAL AND REQUIRED PRIOR TO REMOVAL OF PAVEMENT ADJACENT TO EXISTING PAVEMENT. REFER TO PAVEMENT REMOVAL TABULATION ON THE C-SHEETS (PAVEMENT DEPTHS SHOWN ARE APPROXIMATE)FOR QUANTITIES AND DESCRIPTIONS. SEE A-SHEETS FOR REMOVAL LIMITS. PAINTED SYMBOLS AND LEGENDS,DURABLE 43 2527-9263143 REFER TO D-SHEETS FOR PAVEMENT MARKING LAYOUT AND STANDARD ROAD PLAN PM-111. MARKING MATERIAL SHALL BE EPDXY IN ACCORDANCE WITH MATERIALS I.M.483.04 APPENDIX A. REMOVAL OF INTAKES AND UTILITY ACCESSES - 32 2510-6750600 QUANTITY INCLUDES REMOVAL AND DISPOSAL OF SANITARY MANHOLE(STA 28+88)AND STORM INTAKE TOP(STA 33+78). SEE A-SHEETS FOR REMOVAL LOCATIONS. PAVEMENT MARKINGS REMOVED REFER TO A-SHEETS FOR EXISTING PAVEMENT MARKING LOCATIONS. REFER TO D-SHEETS FOR NEW PAVEMENT MARKING LAYOUT. NOTE THAT ALL EXISTING 44 2527-9263180 PAVEMENT MARKINGS AND SYMBOLS SHALL BE REMOVED PRIOR TO REPAINTING. WHEN REMOVING MARKINGS AND SYMBOLS THATALL NOT BE REPLACED BY NEW MARKINGS IN THE EXACT SAME LOCATION,CONTRACTOR SHALL ONLY USE HIGH PRESSURE WATER BLASTING TO REMOVE E) NG PAVEMENT MARKINGS RECREATIONAL TRAIL,PORTLAND CEMENT CONCRETE,6 IN. AND SYMBOLS. ITEM INCLUDES TRAFFIC CONTROL FOR REMOVAL OPERATIONS. QUANTITY INCLUDES 10-FOOT WIDE TRAIL ON THE NORTH SIDE OF HW Y 1 THIS QUANTITY DOES NOT INCLUDE ANY SIDEWALK PAVING OUTSIDE OF THE 10-FOOT _ 33 2511-0302600 TRAIL SECTION. REFER TO B-SHEETS(TYPICAL SECTIONS)AND 0-SHEETS(PAVING PLAN). TRANSVERSE JOINTS SHALL BE SPACED EVERY 10-FEET(TYPICAL). M INSTALL AND SEAL 1/2-INCH PREFORMED EXPANSION JOINT AT INTERVALS SHOWN ON M-SHEETS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS W ITEM. TIME FOR OPENING PAVEMENT FOR USE IS DETERMINED BY MATURITY METHOD COMPLYING WITH MATERIALS I.M.383. SYMBOLS AND LEGENDS REMOVED 3 45 2527-9263190 REFER TO A-SHEETS FOR SYMBOLS TO BE REMOVED. N) W O REMOVAL OF SIDEWALK i v Z ITEM INCLUDES FULL-DEPTH SAWCUTTING NECESSARY TO CREATE A CLEAN EDGE BETWEEN EXISTING AND PROPOSED SIDEWALKS. REFER TO SIDEWALK TRAFFIC CONTROL ` - w 34 2511-6745900 O REMOVAL TABULATION ON THE C-SHEETS(PAVEMENT DEPTHS SHOWN ARE APPROXIMATE)FOR QUANTITIES AND DESCRIPTIONS. SEE A-SHEETS FOR REMOVAL REFER TO J-SHEETS FOR TRAFFIC CONTROL STAGING AND NOTES.ITEM INCLUDES ALL LABOR,MATERIALS AND EQUIPMENT NECESSAR,TO FURNISH,INSTALL, Z LIMITS. 46 2528-8445110 MAINTAIN ND REMOVE TEMPORARY TRAFFIC CONTROL AND ASSOCIATED SIGNAGE FOR EACH PHASE OF THE PROJECT.ALL WORK ANP:MATERIALS ASSOCIATED w WWITH NECESSARY GRADING,FURNISHING,PLACING,MAINTAINING AND REMOVING TEMPORARY GRAVEL DRIVES TO MAINTAIN ACCESS%1S NEEDED IS INCIDENTAL w TO THIS ITEM. O pre SIDEWALK,P.C.CONCRETE,4 IN. T-s) 35 2511-7526004 QUANTITY INCLUDES THE 5-FOOT SIDEWALK AND TRANSITION ON THE NORTH SIDE OF HWY 1(STA 10+65). REFER TO D-SHEETS(PAVING PLAN). CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. TIME FOR OPENING PAVEMENT FOR USE IS DETERMINED BY MATURITY METHOD COMPLYING WITH FLAGGERS w MATERIALS I.M.383. 47 2528-8445113 REFER TO J-SHEETS FOR TRAFFIC CONTROL INFORMATION.QUANTITY REFLECTS ESTIMATE TO ACCOUNT FOR TRAFFIC SIGNAL SHUT-DOWN.REFER TO TRAFFIC Z CONTROL NOTES FOR TIME RESTRICTIONS FOR USE OF FLAGGERS. 0 36 2511-7528101 DETECTABLE WARNINGS w REFER TO SIDEWALK RAMP DETAILS ON THE S-SHEETS. MATERIAL SHALL BE CAST IRON,RED COLOR. MOBILIZATION ~ ITEM CONSISTS OF PREPATORY WORK AND OPERATION FOR ALL ITEMS UNDER THE CONTRACT,INCLUDING BUT NOT LIMITED TO,THOSE NECESSARY FOR THE 48 2533-4980005 MOVEMENT OF PERSONNEL,EQUIPMENT,SUPPLIES,AND INCIDENTALS TO THE PROJECT SITE,AND FOR THE ESTABLISHMENT OF ALL OFFICES,BUILDINGS,AND OTHER FACILITIES,WHICH MUST BE PERFORMED OR COSTS INCURRED PRIOR TO BEGINNING WORK ON THE VARIOUS ITEMS ON THE PROJECT SITE.ALSO w CURB AND GUTTER,P.C.CONCRETE,2.5 FT. INCLUDES BONDING,PROJECT MEETINGS,PERMITS,MAINTENANCE BONDS,DEMOBILIZATION,AND CONCRETE WASHOUT BASINS OR TRAILERS AND SPILL KIT. 37 2512-1725256 QUANTITY INCLUDES THE LENGTH OF CURB AND GUTTER ON THE SOUTH SIDE OF WILLOW CREEK COURT(STA 29+58 TO STA 32+68). REFER TO B-SHEETS AND c D-SHEETS. CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. TIME FOR OPENING PAVEMENT FOR USE IS DETERMINED BY MATURITY METHOD ci COMPLYING WITH MATERIALS I.M.383. �' VALVE BOX REPLACEMENT '� 49 2554-0212030 ITEM INCLUDES ADJUSTING VALVE BOX ELEVATIONS SO THAT THE TOP OF THE VALVE BOX MATCHES THE NEW GRADE.SEE A-SHEETS AND D-SHEETS FOR VALVE BOX LOCATIONS. p DRIVEWAY,P.C.CONCRETE,7 IN. 38 2515 2475007 QUANTITY INCLUDES PAVING ON DRIVEWAYS AT 1500 AND 1600 HIGHWAY 1. REFER TO PAVING PLAN(D-SHEETS)AND INTERSECTION DETAILS(K-SHEETS). CERTIFIED PLANT INSPECTION SHALL BE INCLUDED IN THIS ITEM. TIME FOR OPENING PAVEMENT IS DETERMINED BY MATURITY METHOD COMPLYING WITH m MATERIALS I.M.383. ig 0 N V N t m O a` a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 ESTIMATE REFERENCE NOTES SHEET NUMBER C.03 100-4A MOD 10-11-13 ESTIMATE REFERENCE INFORMATION NO. DOT NO. DESCRIPTION FIRE HYDRANT ADJUSTMENT .r 50 2554-0214000 ADJUST EXISTING HYDRANT ASSEMBLY AT STA 19+15 AND STA 29+46. THE WORK IS TO BE PERFORMED PER STANDARD SPECIFICATION 2554. MEASUREMENT WILL BE BY EACH,AND PAYMENT WILL BE THE CONTRACT UNIT PRICE FOR EACH HYDRANTADJUSTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PERMANENT SEEDING,FERTILIZING AND HYDRAULIC EROSION CONTROL ITEM INCLUDES APPLICATION OF PERMANENT SEEDING,FERTILIZING AND MULCHING(MECHANICALLY BONDED FIBER MATRIX)ON ALL DISTURBED AREAS USING URBAN SEED MIXTURE. REFER TO THE SHEETS C.17 TO C.21. THE WORK IS TO BE PERFORMED PER STANDARD SPECIFICATION 2601. MEASUREMENT WILL BE 51 2599-9999001 COMPUTED IN ACRES TO THE NEAREST 0.1 ACRE OF SURFACE AREA. PAYMENT WILL BE THE CONTRACT UNIT PRICE PER ACRE TO THE NEAREST 0.1 ACRE. PAYMENT IS FULL COMPENSATION FOR FURNISHING ALL MATERIALS,EQUIPMENT,TOOLS,AND LABOR NECESSARY TO COMPLETE THE WORK ACCORDING TO THE CONTRACT DOCUMENTS,INCLUDING PREPARING THE AREA AND FURNISHING AND APPLYING EACH MATERIAL. PAYMENT WILL NOT BE ALLOWED FOR ANY AREA SEEDED UNTIL FERTILIZER AND MULCH ARE PLACED. BIODEGRADABLE EROSION CONTROL BLANKET ITEM INCLUDES INSTALLATION OF BIODEGRADABLE EROSION CONTROL BLANKET AT THE LOCATIONS NOTED ON THE SHEETS C.17 TO C.21. CONTRACTOR SHALL PROVIDE A DOUBLE-NET BIODEGRADABLE EROSION CONTROL BLANKET DESIGNED FOR USE ON SLOPES OF 10%OR GREATER,WITH AN 18-MONTH LONGEVITY. PRODUCT SHALL HANDLE FLOW VELOCITIES UP TO 8 F.P.S.AND PERMISSIBLE SHEAR STRESS OF AT LEAST 2.10 P.S.F. MATERIAL SHALL CONSIST OF A 70% 62 2599-9999015 STRAW AND 30%COCONUT FIBER BLEND. PROVIDE AND INSTALL 100%BIODEGRADABLE LANDSCAPE STAKES(6-INCH MINIMUM LENGTH)PER MANUFACTURER'S RECOMMENDATIONS. MEASUREMENT WILL BE BASED ON AREA(CONVERTED TO SQUARES OF 100 SQUARE FEET)CALCULATED FROM MEASUREMENTS TO THE NEAREST FOOT. MEASUREMENT OF ACTUAL AREA COVERED WILL BE USED,BUT WILL NOT EXCEEND AN AREA BASED ON THE ACTUAL MEASURED LENGTH AND DESIGN WIDTH. MATERIALS USED FOR TERMINAL FOLDS AND LAP JOINTS ARE INCIDENTAL. PAYMENT SHALL BE MADE AT THE CONTRACT UNIT PRICE PER SQUARE OF BLANKET INSTALLED. PAYMENT IS FULL COMPENSATION FOR FURNISHING ALL LABOR,EQUIPMENT AND MATERIALS REQUIRED TO INSTALL BIODEGRADABLE EROSION CONTROL BLANKET AT THE LOCATIONS INDICATED,AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STABILIZING CROP-SEEDING AND FERTILIZING(URBAN) ITEM INCLUDES APPLICATION OF TEMPORARY SEEDING,FERTILIZER AND MULCHING(STRAW)ON ALL DISTURBED AREAS USING URBAN SEED MIXTURE AT AN ESTIMATE OF ONE TEMPORARY SEEDING APPLICATION IF NEEDED PRIOR TO PERMANENT SEEDING DATES.REFER TO THE SWPPP SHEETS. THE WORK IS TO BE 53 2601-2642120 PERFORMED PER STANDARD SPECIFICATION 2601. MEASUREMENT WILL BE COMPUTED IN ACRES TO THE NEAREST 0.1 ACRE OF SURFACE AREA. PAYMENT WILL BE THE CONTRACT UNIT PRICE PER ACRE TO THE NEAREST 0.1 ACRE. PAYMENT IS FULL COMPENSATION FOR FURNISHING ALL MATERIALS,EQUIPMENT,TOOLS, AND LABOR NECESSARY TO COMPLETE THE WORK ACCORDING TO THE CONTRACT DOCUMENTS,INCLUDING PREPARING THE AREA AND FURNISHING AND APPLYING EACH MATERIAL. PAYMENT WILL NOT BE ALLOWED FOR ANY AREA SEEDED UNTIL FERTILIZER AND MULCH ARE PLACED. 54 2602-0000020 SILT FENCE REFER TO THE SWPPP SHEETS FOR LOCATIONS OF SILT FENCING AND DITCH CHECKS. rn ai REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS N Z55 2602-0000071 REFER TO THE SWPPP SHEETS FOR LOCATIONS OF SILT FENCING AND DITCH CHECKS. � `a:i1 K MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK w 56 2602-0000101 ITEM REFLECTS ESTIMATE(25%)FOR MAINTENANCE LENGTHS OF SILT FENCE. -) N w (, ,. Q r- 57 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE,9 IN.DIA. , '[7 w REFER TO THE SWPPP SHEETS FOR LOCATIONS. ITEM INDICATED ON PLANS AS 9"FILTER SOCK. QUANTITY ALSO INCLUDES AREA INTAKE PROTECTION. 0 .. O REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE C") 58 2602-0000350 REFER TO THE SWPPP SHEETS FOR LOCATIONS OF SLOPE SEDIMENT CONTROL DEVICES. N.) OPEN-THROAT CURB INTAKE SEDIMENT FILTER w 59 2602-0000500 REFER TO THE SWPPP SHEETS FOR LOCATIONS OF OPEN-THROAT CURB INTAKE SEDIMENT FILTERS. U N 60 2602-0000510 MAINTENANCE OF OPEN-THROAT CURB INTAKE SEDIMENT FILTER REFER TO THE SWPPP SHEETS FOR LOCATIONS OF OPEN-THROAT CURB INTAKE SEDIMENT FILTERS. O rn m REMOVAL OF OPEN-THROAT CURB INTAKE SEDIMENT FILTER 61 2602-0000520 REFER TO THE SWPPP SHEETS FOR LOCATIONS OF OPEN-THROAT CURB INTAKE SEDIMENT FILTERS. H co 62 2602-0010010 MOBILIZATIONS,EROSION CONTROL REFER TO SHEETS C.10 TO C.21 FOR SWPPP INFORMATION. MOBILIZATIONS,EMERGENCY EROSION CONTROL 63 2602-0010020 REFER TO SHEETS C.10 TO C.21 FOR SWPPP INFORMATION. S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 ESTIMATE REFERENCE NOTES SHEET NUMBER C.04 STANDARD ROAD PLANS REMOVALS, AS PER PLAN The following Standard Road Plans apply to construction work on this project. LOCATION DESCRIPTION REMARKS This Data Entry Sheet fills Tab 105-4 effective 10-18-11 STATION SIDE REMOVE GRAVEL(98±SY)AND WOOD RAIL CURB(112±LF)NECESSARY FOR STORM Number Date Title 16+65 LT REMOVAL AND REINSTALLATION,AND TRAIL PAVING A.01 REMOVE GRAVEL 100±SY NECESSARY FOR DRIVEWAY REMOVAL AND DR-121 10-17-17 CONNECTED PIPE JOINTS 26+75 LT/RT REINSTALLATION,AND TRAIL PAVING A.03 DR-122 10-18-16 CONSTRUCTION OF TYPE 'C' CONCRETE ADAPTERS FOR PIPE CULVERT CONNECTIONS REMOVE GRAVEL(82±SY)NECESSARY FOR STORM SEWER REMOVAL AND '1, INSTALLATION LT INSTALLATION A.03 DR-201 10-16-18 CONCRETE APRONS 28+80 LT REMOVE 0M1-2 SIGN ASSEMBLY A.03 DR-303 10-17-17 SUBDRAIN (LONGITUDINAL) 33+00 LT GRIND AND REMOVE 12± LF OF PCC CURB A.03 EC-201 10-16-18 SILT FENCE EC-204 04-18-17 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICES EC-303 04-16-19 STABILIZED CONSTRUCTION ENTRANCE REMOVAL OF PAVEMENT EC-602 10-16-18 OPEN-THROAT CURB INTAKE SEDIMENT FILTER BEGIN END SIDE PAVEMENT AREA AREA REMARKS STATION STATION TYPE (SF) (SY) EW-101 10-17-17 EMBANKMENT AND REBUILDING EMBANKMENTS 16+53 16+80 LT ACC 450 50 ACC - 1640 HWY 1 - DRIVEWAY (6"±) MI-210 10-20-15 PCC DRIVEWAYS AND ALLEYS 17+05 17+78 LT/RT PCC 1,170 130 ACC - 1600'S HWY 1 - DRIVEWAY (6"±) MI-220 10-20-15 DETECTABLE WARNINGS AND PEDESTRIAN RAMP 17+28 17+78 LT/RT PCC 810 90 PCC - 1600'S HWY 1 - DRIVEWAY (7"±) PM-110 10-16-18 LINE TYPES 26+60 27+12 LT/RT ACC 1,528 170 ACC - 1500'S HWY 1 - DRIVEWAY (6"±) PM-111 04-21-15 SYMBOLS AND LEGENDS 29+58 32+68 LT PCC 646 72 PCC - WILLOW CREEK COURT - ROADWAY (8"±) PV-101 04-16-19 JOINTS 36+50 36+85 LT/RT PCC/ACC 423 47 PCC/ACC - SUNSET STREET - WEST - ROADWAY (3"± ACC ON 8"± PCC) PV-102 10-18-16 PCC CURB DETAILS 37+30 37+55 LT/RT PCC/ACC 430 48 PCC/ACC - SUNSET STREET - EAST - ROADWAY (3"± ACC ON 8"± PCC) SI-101 04-19-16 LOCATIONS - TYPE 'A' SIGNS TOTAL 607 SW-102 04-16-19 RIGID GRAVITY PIPE TRENCH BEDDING . SW-211 04-17-18 STORM SEWER PIPE CONNECTIONS SW-401 04-17-18 CIRCULAR STORM SEWER MANHOLE REMOVAL OF SIDEWALK SW-509 04-17-18 DOUBLE OPEN-THROAT CURB INTAKE, SMALL BOX BEGIN END PAVEMENT AREA AREA SIDE REMARKS t STATION STATION TYPE (SF) (SY) SW-512 04-17-18 CIRCULAR AREA INTAKE 37+30 37+55 LT PCC(4"±) 272 31 MCDONALDS ACCESS SW-602 04-21-15 CASTINGS FOR STORM SEWER MANHOLES °' SW-604 04-17-18 CASTINGS FOR AREA INTAKES TOTAL 31 B wth TC-1 04-16-13 WORK NOT AFFECTING TRAFFIC H z TC-402 04-21-15 WORK WITHIN 15 FT OF TRAVELED WAY w 0z TC-418 04-16-19 LANE CLOSURE ON DIVIDED HIGHWAY d w w TC-451 04-21-15 TEMPORARY ROAD CLOSURE ON DIVIDED HIGHWAY w ;7 (.•- i w WM-201 04-18-17 FIRE HYDRANT ASSEMBLY ., O -.. ..a.. ..+a,.. z a _ N y.a.. w rw) i ~ _ ! ri z ,t C) } , O .. a CO 2 tV P w w 0 0 N m C 3 e 0 V-, N d R d 41, O N N U a` a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 TABULATION OF STANDARD ROAD PLANS SHEET NUMBER C.05 110-12A 10-12A 10-16-18 1 10-16-1816-18 POLLUTION PREVENTION PLAN POLLUTION PREVENTION PLAN This project is regulated by the requirements of the Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until System (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been (NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be Prevention Plan (PPP). documented by fieldbook entries. F. Runoff from this work will flow into WillowCreek. This Base PPP includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, Inspection v Requirements, Non-Storm Water Controls, Potential Sources of Off Right-of-Way Pollution, and Definitions. This plan references other III. CONTROLS documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as A. The contractor's ECIP specified in Article 2602.03 for accomplishment of storm water controls should clearly describe the intended needed per plan revisions or by contract modification, will be readily available for review, sequence of major activities and for each activity define the control measure and the timing during the construction process that the measure will be implemented. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from B. Preserve vegetation in areas not needed for construction. entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and C. Sections 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a Actual quantities used and installed locations may vary from the Base PPP and amendment of the plan will be documented via source of potential pollution as defined in this PPP. fieldbook entries or by contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will be paid for according to Article 1109.03 paragraph B. I. ROLES AND RESPONSIBILITES 1. EROSION AND SEDIMENT CONTROLS A. Designer: a. Stabilization Practices 1. Prepares Base PPP included in the project plan. 1) Site plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. of the site will be stabilized. 3. Is signature authority on the Base PPP. 2) Initialize stabilization of disturbed areas immediatelyafter clearing, B. Contractor: grading, excavating, or other earth disturbing activities have: 1. Signs a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP. All co-permittees a) Permanently ceased on any portion of the site, or are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and b) Temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. conditions of this PPP. 3) Staged permanent and/or temporary stabilizing seeding and mulching shall be completed as the disturbed areas are 2. Designates a Water Pollution Control Manager (WPCM), who has the duties and responsibilities as defined in Specifications completed. Incomplete areas shall be stabilized according to paragraph III, C, 1, a, 2, b above. Section 2602. 4) Permanent and Temporary Stabilization practices to be used for this project are located in the Estimated Project 3. Submits an Erosion Control Implementation Plan (ECIP) and ECIP updates according to Specifications Section 2602. Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan. 4. Installs and maintains appropriate controls. This work may be subcontracted. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road S. Supervises and implements good housekeeping practices. Plans Tabulation (105-4). 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, 5) Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. Contractor may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (100-0A, joint inspection requirement durning winter shutdown. In both circumstances, WPCM (or trained or certified delegate from 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan. Additional the Contractor) is still responsible to review and sign inspection reports. information may be found in Tabulations in the C or T sheets of the plans or is referenced in Standard Specifications 7. Complies with training and certification requirements of Specifications Section 2602. Section 2105. C. Subcontractors: b. Structural Practices 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if responsible for 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the sediment or erosion controls or involved in land disturbing activities. All co-permittees are legally required under the Clean discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw water 2. Implement good housekeeping practices. from surface when discharging basins, and controls to direct storm water to vegetated areas. D. RCE/Project Engineer: g g • 1. Is Project Storm Water Manager. 2) Structural practices to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other item 2. On projects where DOT is the Contracting Authority, is currrent with erosion control training or certification. specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found on 3. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate, issuing stop work the B sheets of the plans or are referenced in the Standard Road Plans Tabulation (105-4). orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit C. Storm Water Management compliance. 1) Measures shall be installed during the construction process to control pollutants in storm water discharges that will 4. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water occur after construction operations have been completed. This may include velocity dissipation devices at discharge requirements of the Applicable Permit. locations and along length of outfall channel as necessary to provide a non-erosion velocity flow from structure to water 5. Supervises all work necessary to meet storm water requirements at the Project, including work performed by contractors and course. If included with this project, these items are located in the Estimated Project Quantities (100-0A, 100-1A, or subcontractors. 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other item 6. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced requirements, including requiring any such person to cease or correct a violation of storm water requirements, and to order or in the Standard Road Plans Tabulation. The installation of these devices may be subject to Section 404 of the Clean Water recommend such other actions as necessary to meet storm water requirments. Act. 7. Is familiar with the Project PPP and storm water site map. 2. OTHER CONTROLS fi'� 8. On projects where DOT is Contracting Authority, is responsible for monitoring inspection reports on a monthly basis, to a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable stole and determine whether deficiencies identified in inspection reports were adequately and timely addressed, and if not, has the local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental authority and responsibility to direct immediate actions to correct the deficiencies. laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 1 9. Is the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding storm 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. I water requirements. 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, 10. Is signature authority on Notice of Discontinuation. E. Inspector: storage, and use. - 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and' 1. Updates PPP whenever there is a change in design, construction, operation, or maintenance which has a significant effect on the paving. discharge of pollutants from the project. 2. Maintains an up-to-date record that identifies contractors and subcontractors as co-permittees. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as":' ' authorized by a Section 404 permit. coo m3 3. Makes these plans available to the DNR upon their request. 5) Spill Prevention and Control - Implement chemical spill and leak prevention and response procedures to contain and..,,. a 4. Conducts joint required inspections of the site with the contractor/subcontractor. clean-up spills and prevent material discharges to the storm drain system and waters of the state. a 5. Completes an inspection report after each inspection. 6) Concrete Residuals and Washout Wastes - Waste shall not be discharged to a surface water and is not allowed to adve3sely a. 6. Is signature authority on storm water inspection reports. <n affect a water of the state. Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide directions to truck drivers where designated washout facilities are located. Designated washout areas should be o II. PROJECT SITE DESCRIPTION located at least 50 feet away from storm drains, streams or other water bodies. Care should be taken to ensure these A. This Pollution Prevention Plan (PPP) is for the construction of the new Iowa City Highway 1 trail from Sunset st.to Mormon Trek Blvd. facilities do not overflow during storm events. c B. This PPP covers approximately 5.0 acres with an estimated 4.8 acres being disturbed.The 7) Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on portion of the PPP covered by this contract has 4.8 acres being disturbed. foreslopes or removed from the project. m C. This PPP is located in an area of 4 soil associations(Nevin,Colo,Anthroportic and Fayette).The estimated weighted average runoff coefficient number for this PPP after 8) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all completion will be 86. environment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids on site. 12 Employ washing practices that prevent contamination of surface and ground water from wash water. Wash waters must be A D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 1. Drainage patterns - Plan and Profile sheets and Situation plans. 9) Litter Management - Ensure employees properly dispose of litter. Minimuze exposure of trash if exposure to precipitation ti 2. Proposed Slopes - Cross Sections. or storm water would result in a discharge of pollutants. 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets. 10) Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off-site. 6 4, Location of Structural Controls - Tabulations on C sheets. N Measures are also to be taken to prevent scour erosion at dewatering discharge point. 5. Locations of Non-structural Controls - Tabulations on C sheets. 3. APPROVED STATE OR LOCAL PLANS :-° 6. Locations of Stabilization Practices - generally within construction limits shown on Plan and Profile sheets. Duringthe course of this construction, it is 7. Surface Waters (including wetlands) - Project Location Map and Plan and Profile sheets. possible that situations will arise where unknown materials will be encountered. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at 8. Locations where storm water is discharged - Plan and Profile sheets. the time. -1' E. The base storm water site map is amended by contract modifications and progress payments (fieldbook entries) of completed erosion 'o a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 SWPPP NOTES SHEET NUMBER C.10 110-12A 10-16-18 POLLUTION PREVENTION PLAN IV. MAINTENANCE PROCEDURES The contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their capacity. V. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm water monitoring inspections will include: 1. Date of the inspection. 2. Summary of the scope of the inspection. 3. Name and qualifications of the personnel making the inspection. 5. Review of erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 6. Major observations related to the implementation of the PPP. 7. Identification of corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the corrections less than 72 hours after the inspection is impracticable, it should be documented why it is imparacticable and indicate an estimated date by which the corrections will be made. VI. NON-STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the PPP. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be conveyed and controlled per this PPP. VIII. DEFINITIONS A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items, storm water monitoring inspection reports, and fieldbook entries made by the inspector. C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and bid item postings. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize 1 contaminants from other types of waste or materials. Also called Best Management Practices (BMPs). E. Signature Authority - Representative authorized to sign various storm water documents. t-, CERTIFICATION STATEMENT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for ^ ' submitting false information, including the possibility of fine and imprisonment for knowing violations. ra Signature 1 THE CITY OF IOWA CITY IS THE APPLICANT FOR THE NPDES GENERAL PERMIT NO.2 AND THE t CONTRACTOR AND ALL SUB-CONTRACTORS ARE TO SIGN ON AS CO-PERMITTEE.IN ADDITION TO THE NPDES PERMIT,THE CONTRACTOR IS REQUIRED TO OBTAIN A CITY OF IOWA CITY Printed or Typed Name • CONSTRUCTION SITE RUNOFF(CSR)PERMIT.THE CONTRACTOR IS RESPONSIBLE FOR (a PREPARING,OBTAINING(INCLUDING PAYING THE PERMIT FEE)AND MAINTAINING THIS Signature (V PERMIT.ALL RECORDS SHALL BE SUBMITTED TO THE ENGINEER AS THEY ARE PRODUCED. REFER TO THE DRAWINGS FOR CONTRACT FULFILLMENT REQUIREMENTS. Printed or Typed Name m 3 v 0 a a 11, U rn 3 m a in C, m m C, fl 0 N U To' U d O a` S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 SWPPP NOTES SHEET NUMBER C.11 • LEGEND EXISTING STORM /- DISTURBED AREA! -6'0% EXISTING GRADE SEWER AND 20P // • • • PROJECT SITE INTAKE,TYP // • 1� ► DIRECTION OF DRAINAGE / 9"FILTER SOCK / EXISTING PCC 1 o ,s so ROADWAY TYP ' • •• — — — SILT FENCE SCALE IN FEET / • s 0 •ilk / • • • • ••• • • • • • • • • iti[ •9"FILTER p • • • • • LNG • N EA O SOCK ALON G �S ILTFE C Y ••E,�LT FENC DIT •H w 0 I' 10' TI I .SI C U LTY i T RBE D•_ F DIS U-� DGE O EDGE OF .•ter,,,•. p •'E HE K TY O O EASEMENT '.0 C Z — y: P DISTURBED AREA TY S A RAD REA TYP .-�•� EXI TING G E- I 1 w o:•' NTOUR TYP STORE WPPP S --,72 DOCUMENTS MEN IN •'� .••M ILB X NEAR A O -.I GRASS 1 ••••fir...''•'•''•'.••,• '. GE OF � • • �..••.•• CONSTRUCTION •,� • CLEANUP OF DIRT •• • • • :4:.: '���•� 9-�. AND DEBRIS IS • ::�'� :ti ., _...::•:.;_:.: •: .• �:: :.• • '• • ••j:,•'•:,:... ''•��T�Y� .• '•• '•:�-•. mod .�,;•'.. :.%:••:•�•' ,,:-.'r-:.' ti 'f-:-*z•�-•'.�,, REQUIRED. ✓.'�'•' '•'�%'.•:•':•:•'- • ' CONTRACTOR HA • •• • • • • •• • a. 7.72.7t ':�•• .� :�c•'--�• •r--�O SHALL '7.8.>:r7:►)`' • '•'•;•••••'T• '�. •:i,. ----'�1zr-..'•. '.•::.::j:r'-- USE ALL METHODS '•;-=•. ' %= ;4'x-'-. • NECESSARY 3g T :'•T: Xr:':•'•':•'•'•'�':•':';•:'::.:•'•::•-•;'::•'':''-'':''''••'..;.:; O �. PREVENT TRACKING a�'''••'•'•• •-.••'••'�'�'•':•'�':•:•'•-:•'•'••'•':•'•'.•'•'••'••.••.•r.ate•• • . •-•.-:-:� •:-•••;••r--�•-.:•.s.• .•:r.•:=--:•'' •...:• •,-:�•�..:�. '::.:.:�. •'.�`•':1�18.:.''.•;•'.' .�,•r:•..;.i.T',•• ,•�.•••,••,•• 7t,J-r•,'•,.._ .',-�., .,...•j...,�• -7.1,�:�+z+,'•;rs+'.i+;-'.;.r;�.•••'.••., . OFF-SITE AT ALL :•'.�.•:•'•. •• . �•'••••'.•••.• ' .:-�:•'�•'•'•'••'•'.••'.•,••.•,•.•,•.•.• ..�••'.•, . .:-•=k`48r--•.�'`:;•• -._.�,•. . •1,4•-,•.--;;--•�;•-�-.•.:� :�;•,::: •'• �.;:�*;..'_ .�:.;.;.;:•'`:_.•• •••'•::r'. .:: ;'+,- •. TIMES AND AS •'•\•':•;•'.•;•'. •ti •, :�; :•'�•••'•'•''• '.•• . •,w='•, .,_...••.• _ •�4�:. 4, REQUIRED BY THE .�•�'�'•• •HALT EDGE.TYP. • III`_•• !"r•',;,�,'..:_•':_••;••.�':•~',••'. • ,t.. "r;'sI;' .• 's' . Tfj}?'-• ' OWNER. :..,•. CONTRACTOR SHALL LANE STRIPE,rep.-/ A� GRAVEL t. " : :� ''.. .: ANTICIPATE THE USE Acc 1 —a sue°—RAIN--t I + OF DUST CONTROL c-•� y`'& \ 7 ` EXISTING 2a SUBDRAIN,TYPEXISTING ACC ROADWAY,TYP _ -•_�•. MEASURES. ': SWPPP-PRE-DURING-CONSTRUCTION-STA 10+00 TO 14+00 \ \ ` y�� ��� SILT FENCE ALONG EDGE OF DISTURBED AREA,TYP I m ® ''s- • EXISTING STORM SEWER AND MANHOLE,TYP I EXISTING PCC DRIVEWAY,TYP r1. SILT FENCE DITCH::::'..:':'....":•...%•%:-.*••••••%%.*:*•••••••••••:::.•••••••••idEXISTING o s �o 1.TaR IE 18 FES ® SILT FENCE DITCH ; :.,-71 STORM _ - SCALE M FEET '9"FILTER SOCK ALONG •.........•... ' ' • • CHECK IN FRONT OF CHECK,TYP �.. -- CULVERT,TYP EDGE OF DISTURBED GRAVEL WOOD RAIL CURB _A ' _ - _STORM INLET,TYP I . ->, 1 -1 1 EXISTING GRADE _ \ • ....•...;..,•.,•.;.;_,•...;.. .;::,� �- O� N. / AREA,TYP -� `' ':;. ,:: 1 :'!•'.'• 9"FILTER SOCK AROUND '5- CONTOUR,TYP 1� / EDGE OF INLET,TYP A�R.o•j CLEANUP OF DIRT AND DEBRIS IS REQUIRED. GRASS /ACC / CONTRACTOR SHALL USE ALL METHODS NECESSARY ,r,ti'���; .,�i^ .;••.•,.•,''..•,;-;•,•:':�..'T:"'•-;�;'—.:�..r,••,.• '•:;••�'.••�i,.t.. - ACC \ / • .;i �Q,.:r,•:- ; :.. �,� .;•' . 720-- — — _ / / TO PREVENT TRACKING OFF SITE AT ALL TIMES AND �' 4'. ;�#1E3'^;•*'':`7�{ , ' .ter•t. : 't-:•.'`� :z''``r• ... . .•* • . :�:.;: / / AS REQUIRED BY THE OWNER.CONTRACTOR SHALL ' `" .4— '' / ANTICIPATE THE USE OF DUST CONTROL MEASURES. a !•:-:-.+-.,- 7..--.:::2.-..+•, .; :..:•ram• ,:: 4:•••••: :,•.;_•, -•, '.''' '' ;•; .: ..; a -'.' `'`:''�;-''.` '1b�• ^:"' ,� '•'�..;� o,"_ i4• ;y`l• q�'• /Acc c �-:,•.�•�} :;=r, is .;,.:•-..:;�•.i•• .:�,.. ::•�:•;F',5;•,•. .8,- ,�:+.-:�',:�:.:;�• '.'�,:;.•;•;. ,,,,,. _ .-G 4• "1 •ice" ,a..:.••..-. -�+•''- 'jam.- •1• _ .yam•. 3 s!+.',tire...-+.--r- � 17 •'T, F46;FPS ••�4;+'•�+—'''• .-•-t• •':�.': •i'. •:'%'., .�+{ .air•'-.0..•'•' •.�.' ��Ir' .-....u►•'.••;••: .'�•:•,•'''•.,' � .!.-�'..�.•''' 4 f." .'sir'• '•�•• - i �t (/1 -+mac:'' '•)'•'•'••'•''•'''•'':':•'•'••'•'.''•'.: -'--:'-fit'•'�'•'::':'.'•'''•:''••.':':•'•:'•'•'�'•''•'.'•.'••'•.'•.'•.••.••.••:�:'•'•'•:''•:�''•'.�'•':•::••:''•'.-'•'.�:':•'•':•'•'••'.'''•:;�'•:�•:''•:'':''•:•' 1 vEc-7 EL EDGE• ••'.'\:•''•;•.;•'.;'•..;•••.;'•..;••'.;'•.,••. N �-.GLA _ TYP. , •;�:.' :`.•;. CO EXISTING STORM ACC ASPHALTE GE�rP._J A '- '•.••• ••'•• ••,- _> Q �,1� ` INLET,TYP LANE STRIPE,TYP.J y'� y'" N EXISTING STORMWATER EXISTING i,� EXISTING ACC ROADWAY,TYP 2 - DISCHARGE POINT,TYP SUBDRAIN,TYP , 1: „ LL \. \. • , _ N 0. SWPPP - PRE-DURING-CONSTRUCTION - STA 14+00 TO 18+00 1' = 30' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 SWPPP-PRE-DURING-CONSTRUCTION-STA.10+00-18+00 SHEET NUMBER C.12 LEGEND \ . ....-...........-.............. DISTURBED AREA/ ___---:--_ TOPSOIL / \ \ \ \ /V PROJECT SITE STOCKPILE V \ \ / __.,6.0% EXISTING GRADE , \ \ \ 0 15 30 9"FILTER SOCK \ \ \ .••• SCALE IN FEET • \ \ •..'%.. .•...A... SILT FENCE —r\j-. DIRECTION OF DRAINAGE \ \ \ /' ••••••••••• • \ \ \ \ / . •••• ••••••••••••• / ••••••••••••• / ••• /, ..Y.'......% '...'...%%. APPROXIMATE LOCATION/ •.•••••••••••••••• ••••••••••••••••••• I // \ \ / • • • • • •. . . • • • • . . . . I \ / " • . ' " OF TOPSOIL STOCKPILE. ••••••••••• .....•............%-.....-.••••.................-.......... PROVIDE SILT FENCE \ 1 z// \ • • • ''' ...........:..:.%:....*...... ..-.............•.. • AROUND PERIMETER OF I \ \ /' •••••••••••••••••••••••••••••••••••••••••••• ••••• •• •• •• •• •••••. .. .. .. .. •. STOCKPILE. \ \ z/ \ ‘ \ /' • • • • • . . . . . • • •••••••• •• •• • •• • • •••••• \ ... / , ••••••••••••...............-....-....-.......•...•. .-...........-... , \ \ z/ , ‘ I / \ , ••••.•.•.• \ ' ••••••• • I ,, I /z \.,' ..••••:.•.•• I / '\ .•••• . • . •. ' 1 I ..••••• • • -41*Ilfizetg• f•••••••• 1 / ,' ••••' ••••••Azuszallzazzlmuzazammt ••••••••.••••• ' ...... r•-•, I z/ 1 1 I I v •-) C.- I z , • . i , .....%::::%%:.%:S .....:::::::. -.(--) -. • ...•*.%•••••••••••• • • • / , ....*:-..*:-..*:•%'.....*:•1,4124or : ... ::•",--- r,,, - • . •••••: ... •••••••••••• •• . /.....%... . .- .._, . ••••••••••••••••••• . ,r 1 . . ••• • •• — •• •• . •.•.. ..••.•••••.—. . . # ................. / .• .• .. -*— ',.• ... ••••••• •••••••••••••• . .. .. .. . . ..-1.•........• •••••••••••........ _ . , ,, '' '' ''':I'. . . . . . . . . . . . . . • • • • • • • • •••••••••••• •••••••••• .• • 1 .• .• •• .• .• .• .• ••• • • • • • • • • • — — •• •• — — ••.• .. • • • • • • • ,: . . . . .• .• .. . • . .• .• .• .• •• •• .• .• •• ..*•.....-.. .. .. . . . . . . . . . . .. .. .. .. .. .. .. .. .. • co ‘Vi • • • • • • • • • .....-...•....•••••••.-.•••••••••••••••••••••••••••••. •••••••••••••••••••••• •••••• • • , . . , S3 ril . .. .. .. .. .. . . .. .. *. •.••••••••••••••.• •••••::.....•1: I I1 EXISTING PCC / .. ... .. •• •• •• •• •• •• •• •• •• ......••.•..•..••••••••••.................. • • • • • ••••••••••••••••••••• . . . . . .. .. .. . .. .. .. ROADWAY,TYP //' •••••••••••••••••• •• '• •• • • •• • •• •• •• •• •• •• •• •• ••• •• •• • •• •• •• ..........................-....-................................ •..•••••••••••••••••••••••••••••••••••••••.•...•...•... ...•.-........... - I I '' //' I / ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••.•...•.•.•...•...•••.•...•...•••.•......-....-.........-....-..........................-.............. ................• II EXISTING STORM '/ SEWER AND I ' •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••.•.•'...•••••••••••••••••••••••••••••••••••••••.•••.•••.•••.•••.•••••••••••••••••••••••••••......•...•...••••••••••••••••••••.• • • ....... ....... • • • • : .: .: .: . . . . . . . . . . .. .. •. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ...... .>.,k . . . . ....•••....••••••••••••••••••••••••••. •• •• •• •. •• •• . •• . . . . . . . . . . . • • " • • • • • • • • •• •• • • • • • • • • • •• •• •• •• •• •• •• •• • • • •• •• •• •• •• •• • • "• . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. . . . . . . . . .. .. . . . . . . .. . . • • . . . . . . . . . . .. . . . . . . . . . . . . .. .. .• . . . . . .. .. • ... ... . .•••••.•••.•.•.•........•••.•••••...•.••. •. •. •..•..•..•..•..•..•..•.. .. .. .. .. .. .. ..................... .. .. .. .. . ........... .. .... .. .. I INTAKE,TYP /' . .• • • •.••••.••••••••••••••••••••.••.••.••••.•••••...•...•....•••.•....•••.•...•...•••.••.•..•..•................................... ................................ .-.••:-•••••••'•-•••.•.•••••••••••..••••••••.-.•••-.•••-.•••..•••..•....••••..........••-....-........•....•....•-...••.•••.-...•.......-...•.-...............••-.••••.....•...............-...........-..........-.......................................-.....-.....-... EDGE OF INLET TYP / •••••••••••••••••••••••••••:••••:••••:••••:••••:••••••••••••••••••••••••••••••••..••••••••••••••••••••••••••.••••••.••.••.••.••.••.••. •. •..•..•..•..•..•..•..•..•..•............. ....•....... I /' " • • • " • • • • •• •• •• ••.••.••.••.••.••.••.••••.•...•...•.•.•...•...•...•...•.•................................................................................................ ••••••••••••••••••••••••••••••• •• •• •• . . . . . . . I / 9"FILTER STORE SWPPP / / ••••••••••••••••••••••• , •• •• •• •• •• , - •• . _ ... . . . . .. . . . . .. .. .. .. .. .. _ .. . . . . . .. , , , - :. , , - _ .. , ... ...... • • • • . • • • - - •• •• •• ' ' • •• - - '•• •• •• '• '. •••••••••••• •• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••_••••••.......• . . . 1 SOCK ALONG /' ....... . . . . ....:.. .:.:. ..:>: %.%%....:%.':%%.:%%%%:.%%.*%%%%%%%%%%% %%%..%%%.-YA.A.A.A.A.A%••••••%••%••%••%%•%%•%'. ...%••••••'........• .%-....,.% DOCUMENTS IN / EXISTING STORM I EDGE OF / I MAILBOX NEAR / • ' • ' • ' • • • • • • • • • • • • • - - , - . .. . . . . _ .. .. _ .. .. .. . . .. .. . . .. .. .. .. .. . .. .. .. .. INLET TYP I DISTURBED / EDGE OF / • • • • • • •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •••••••••••• ••••• •• •• - •• •• •• •• •••••••••••• •• •• •• •• •• •• •• •-••••••••. • •• - •• •• • •• •• •• •• •• •• • • • • • • • • • • • • • •. •. .. •• - . . . . .. .. .. .. _ .. .. .. ..., . . . . .. .. .. .. .. .. .. . .. ..... .. .. .. .. / I I AREA,TYP / •••••••••••••••••••••••••••••••••••••••••.••.••.• .• .• •••.••.••.••.•.•..•.•...•...•...............................................•. •. •. •. . . . .. .. .. .. . .. .. .. .. ... ... ... ... •• •• • — CONSTRUCTION ilk /' Fci 1 > 11% d . , ‘ 4 ---- 4 / 10 kill ' -' D__ 10MT1T SU..T FENCE DITCH STORM INLET EASEMENT • • • • • • • •• •• •• •• •• •• •• • • •• •• •• •• ••••••••••••••••••••••••••••••••••••••..... 2 •••••••••• ••,••••••••••••••••••••• . .. . . . ••••••.••...•.•.•.••.•.•.•.•.•.•.•.•••••..•. •............... ci: g .c, m A •• ••••••••••..•.. • •. •••••••••••••.......•...•..... CONTOUR TYP - / • .. . . • •_ • •• •:•:::::5-.A..;r-.••••••: •••••••••••/•. • • . • d .. , -721- 1; — .;;;.,.:.01.e.'.•...•••••*.• '.•.:' CONTRACTOR SHALL USE ALL METHODS i GRASS T .v. m. ACC O 4*.• •• ••..?::•*../../..• • ."-.•••••••••••••••• AT ALL TIMES AND AS REQUIRED BY THE 2 .0 .•-•_•.---. • . •• •• :.7.4.• ••••••••••••..'.'"?...••••••••••••••..:-.12:%::••••••••'...'..... OWNER.CONTRACTOR SHALL ANTICIPATE :t."7•..•• •• ••...••••••••44:•••• ••••;::: ••=t,e;••..:,•.,•••..2-....2.4•44.....1.-•;...z,:.!..,*,:z. • • ••:'-•• .. • •-•-••••'••••• •• •• ••••••'•••• ••'••••..•..•••-t---15P2rze•-••••.*•-t-••-'...•• •':-'•=7••--e7•• •• •• •• •• ••‘...:. -',%-.z•-.--:, ; ...................e......•... .. . ....::•.:,:...............4.1.....• THE USE OF DUST CONTROL MEASURES. •.••••••;...::.,.•44.'.;;;•••%•:4-...4.....4...:,::..• •••• ••••••••••••••••..':.:,EXISTING .:41;.:.::.:.•'.77'.:7:Z4419;;;:r..7.:177...77:-'••'77:77.--:-,t7.. .; •• •:•;•••••Z:••:•:••••••i•::•:•;41ert:',••":7•••*4•. •;'••••:'•••-•:F:•••••••'•••:,•:•-t-:.'..t..•-•*4'•.i-•' • •• •• ai '- %4:•• ••••••••• •• •••• "- •••• •• ••1•Ct7•••••••••••••••••••••••••••••• • -":"*-1.'••,1-A•-4.*# •`• .: • ••••%/•••3 %.*%**%.* ** '' ••••••••••••• •••••..";••••••••••••••••'44••:.suBDRAIN TYP ....t.z..,1:4. .:.::.2.-7Ti.: .:::,.;:.%.44. .:44 -•... ..za_.:=:.:. .4.-..-.e.42F.:A, er4vp--T:-er7%.%%...y4;,- %......44,4,4,?:*-or •0;••••*.-4.• Z • ••-. • .. ... 1.5.- Tt, .-ti '11. \• •••••••••••••••• ••••••• •••••••••• ••• ••••• ••••••••t •iT'l ••••••••••%''•••••••••••••.''''••• •••:•',*• ••••;"•'1:'..;:%••-••:1•••••••••••••••••••••••• •••• ••:•71.54 -:=17:42 * • ••":''';'•44•••t•-•••••••-•-•4•••• •• •••• ••-•-•.;•'"•7• ••.•e•;%: •;••4•1.$1••• ••••••••• •••••••••••••••At•.;',:*• •• ••4•••:•1•"•••-rt•:••••;:::*••::,;••::•••:.••;.1•4•*:•4••••• ••••••• •'•••••••••L•••••:;•4•••••••••••••• ••••• .7.7••':7...'"‘ir' •' '' ':'•• a: ••,,. SWPPP - PRE-DURING-CONSTRUCTION -STA 10+00 TO 14+50-STAGING 1" = 30' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 SWPPP-PRE-DURING-CONSTRUCTION-STA.10+00-14+50-STAGING SHEET NUMBER C.13 STORM INTAKE LEGEND S RIM=708.92 DISTURBED AREA/ ,6.0% EXISTING GRADE o• 15 30 PROJECT SITE DIRECTION OF SCALE FEET - - '- l / / EXISTING \ 9"FILTER SOCK DRAINAGE \ / i / / / / STORM /_ — R.O.W.- — / EXISTING ACC ROADWAY,TYP / // SEWER AND — — — SILT FENCE \ i - — / INTAKE,TYP 11 / — — / — SILT FENCE DITCH / / I o o O i — I N�/ �� CHECK,TYP ^� d \ 7-- / �\ _ IT / 3 ACC EXISTING GRADE / \ \ _ V o CONTOUR,TYP \ ., —_ �_ � — 13— — — t — — — — -- — —R.O.W.- — - i- - — - — ` — .r., .'.• Q '. '.''T y" _ _ a 1 \ 4.41 IE m+ 70 • 9 Q .mac o• • O •l" Q rL.Tom.•-vim•-``. ACC �j �j ASPHALT EDGE,T,•P.J' 'J y;� yO�. - �° o'� °� \'° +'. °`� °`� °� N. ACC 00, \ '\ `\ 'LANE STRIPE,TYP. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ \ \ \ \ \ \ \ \ ' I \ C ',1 ....,. spy' m • 1 SWPPP - PRE-DURING-CONSTRUCTION -STA 18+00 TO 22+00 -,...• 1" = 30' I • STORM INTAKE I / 1 / I I I I ' / I c�I \ ,�..•.:.I d. t j ZO 9"FILTER SOCK AROUND '69937 I 1 I I I I I `� �I \ ACC I = 9,y EDGE OF INLET,TYP / I!1 1 1 I / / I I ' // / / / { / ) (I , 6 -7 EXISTING STORM / { i� / \ (11 o SILT FENCE DITCH / 1 _ _ _I_ _ - 30 INLET TYP / \ III 1 I I Il �o \/ ( \ \ \ u CHECK,TYP / / / — — _ 1 I 1 111 .. ) 877.O IE tY ADS ©\/ SCALE N FEET • 1p 1rAos I SILT FENCE DITCH /) I`{I g �{.:-:.::; '..:',.}.:,..'.I':;': { eB� . Jo d \ O CHECK IN FRONT OF Aw l .� ''I.:: GRAVEL EXISTING GRADE Job /i T ^ �A STORM INLET,TYP I I •�.\ ��'f- •CONTOUR,TYP / O `� a � t� J! I I .i \\:• •f. =:: :::'• a:::• :..'. / / / GRAVEL I R.O.W.—� f �� ' ACO GRAVEL s _ to I�. _ _ — \ O O l"' ACC \ \ / 'i' '{• �•• �'\\,'-',J'. .''' :��..'.. .Y..'-. ••.'-'.'•.'-'.'•: .'. ogrageaff \ w — ok /.",.' ' �•/'"''•. - �. " . \'•' •�" ' �. •. •. •. ."•. -'. •. .' �'.• .. -. . : : e 9 n 0 ADS' ' �1,�- •••:+:� 510 �2 �8 8 •_ is rie �-•'.1.. ••'r' • a + _ `Qy� �v•ram'. ram•.��.. .ti 9 8 - ..-'-ea ...:---.- -.-- :�-- m - .•:"'moo•:'"-�.-'.."'..•..•.'•'.••.•.�: '-:.'•.:'•'.'._`.".". G • �.,• ..-t. GRAVEL M ACC . fg t9 9� lir to t9 ACC 00 CP co, 0 0 \_ _ \ 6 °� `\ \ �\ \ STORM ASPNALTEDGE,TVP. EXISTING EXISTING \\ �\ �\ \ \ \ \ EXISTING ACC ROADWAY,TYP 2 \LANE STRIPE,TYP. \ \ SUBDRAIN,TYP \ CULVERT,TYP \ \ \ ___\__ • \ \ \ a SWPPP - PRE-DURING-CONSTRUCTION - STA 22+00 TO 26+00 i' = 30' S-H PROJECT NO.1181210 SHIVE-HATTERY 1 IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 SWPPP-PRE-DURING-CONSTRUCTION-STA.18+00-26+00 SHEET NUMBER C.14 LEGEND \ I y0�y CLEANUP OF DIRT AND DEBRIS IS \ REQUIRED.CONTRACTOR SHALL USE \ \ — — — — J EXISTING STORMWATER D 15 30 DISTURBED AREA/ 6.0% EXISTING GRADE ALL METHODS NECESSARY TO PREVENT \ PROJECT SITE TRACKING OFF-SITE AT ALL TIMES AND \�\ _ _ _ R•O_W _ — _ — DISCHARGE POINT,TYP _ — — 575 — scar IN FEET DI 9"FILTER SOCK OFRECTION DRAINAGE AS REQUIRED BY THE OWNER. \\\\\ — —9"FILTER SOCK AROUND — \ ` --674— — CONTRACTOR SHALL ANTICIPATE THE \ \\ r —GRAVES — — _ `- - — — SILT FENCE O W USE OF DUST CONTROL MEASURES. p W_ \� \\\\\\ \ \ EDGE OF INLET,TYP WILLOW CREEK COURT u I R I \ \ \ \ \ -7 —•SILT FENCE DITCH SILT FENCE DITCH 1� �� � `P n ,i\ \ \\r,r — \\\ \\ \j�, CHECK IN FRONT OF CHECK,TYP �^p `- `P r� \ \\\ . STORM INLET,TYP Q ` I f° EXISTING SILT FENCE ALONG ` kiT •• vEL R,O,W / DBD \ \ yyyy'•• \ f - -7-- Au.. GRAVEL c CULVERT,TYP \ AREA,TYP \ IP \ I I / \ .7. l ees ee za — _ I . ' s — d 8 E- •✓ I 666. J t • �0'E7AP �.s C .>-. . .�.'.... . — .� � \\ �.��-:':'•.: ::�-. tee.� ,�'..'...•...'..�.'..�.•..'.'.. �._._..�-• .�:-ass-'�-�•-.--�- CULVERT IE .�T i — 8 — �T 8• — •7fi=���- 3 GRAVEL V — _ .,�. �. R .\ ,:.,... ., .. ., .,-. �-.',•�.'.''.'. . �•'.'.':•'. .'e� GRAVEL EDGE.T'PP.� � �- G '-'� •' � �• - ACC �+ �' ASPHALT EDGE,TYP. i �j EXISTING STORM EXISTING GRADE �+ s S d ACC LANE STRIPE,TYP. 9"FILTER SOCK ALONG ck d'� A� 'y '`` 't �. \ INLET,TYP CONTOUR,TYP \ \ \ — \ \ \ \ \\ AREA,EDGE OF :\\__ \ I \ \ \ \ \ \ EXISTING ACC ROADWAY,TYP -t, SWPPP-PRE-DURING-CONSTRUCTION - STA 26+00 TO 30+00 1" = 30' V/ —r---:-----/- ----- ` !� / — _ I \ R.O.W. _�� (1� �'"' R.O.W.— — o s ao — -675- _ — �1 �-- — —\ 7� \ �b1� rr,J \ ` / / V ® ` ,�SCALE IN FEE- \ —674— — J SA. \ SILT FENCE DITCH WI WILLOW CREEK COURT CHECK,TYP EXISTING STORM , EXISTING GRADE SEWER AND \ PCC CONTOUR,TYP INTAKE,TYP 4r _ • 493 7 _ • — - 73:• ::fit�. —r-1- • 2 '' • _ • • 7 • 8�4BE -' E am. E :r 9-- 8.FE •�6 6 0 e6Y901 4 F 8•••••-"- E2 S.vim-•.� U — 7 _..:•� �:•ice-'.:=:•�,�: -•7 �a . Tom.:.• — Cry'_r•..�_•-.��4,-'•'•:''�.'�'Jr — T _ 1 7� • 7 _•.. ;�•- .GRAVEL EDGE,TVP. ;> .- . N ACC c ASPHALT EDG — �76— — EXISTING ACC ROADWAY,TYP is .....m \ __.-LANE STRIPE,TYP. o- SWPPP - PRE-DURING-CONSTRUCTION - STA 30+00 TO 34+00 1" = 30' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 SWPPP-PRE-DURING-CONSTRUCTION-STA.26+00-34+00 SHEET NUMBER C.15 ,' 7 — ____ 0,,,s, ,' APPROXIMATE LOCATION 6- �R.O.yy. _ ', S OF TOPSOIL STOCKPILE. /'� V ti PROVIDE SILT FENCE o 15 ]o ' ' ' AROUND PERIMETER OF ® © m SCALE w FEET /�' f:-- •. �i L:'.'-... STOCKPILE. 7 SILT FENCE DITCH •. _ //'/ '*•�• • CHECK IN FRONT OF Pcc _ /' ' STORM INLET,TYP 'q :- • 9"FILTER SOCK ' '• :'-''.•.••.•..•'•-•:••'. ''•- ::.:. .- . • �/ AROUND EDGE l :;• • .,,.• OF INLET,TYP— — �•. Pcc •..' II \EXISTING PCC �.f ..•i...... :� -- — ROADWAY,TYP / I. :�•'•�•.�'.�,:.-.::'•:�,:�:•,:�.�.:�.�:�•.�'.'•,:•.�;.••:-.'.-.'•'.�;•�•.'•,:�.'•;.�:•':•,:•.�:.••:-,::'•-.-�.� � • • �� VILLOCREEKCOUR -�r- SILT FENCE DITCH .. '.J..••..�.'• . �.- — — _ — \ w •k, CHECK,TYP � .•.. �.,. � : _ • — `- w .-�-•. �`'.._' :;.y. .-: -vr '•-H.. :.•:.... to .-.3a IE. — OPEN THR AT O V ,IE •r CURBINTAK • % . . '•-•'.•'.--•..- .- 11 g7 SEDIMENT FILTER '� .. .. .—674�''. .. .. .. . .'�•. .. .. T IN FR N .. •r6 O T OF OPEN .—•�•t�.-.��- — �••�•-•- ��•-�•_-_THROAT RB -+. ' '•-.�;-'�'•-.•---.?- -�•�''.-. . ••:'�:'.�--��;-...-..�:'�.�.�.:�.-..-.'..r.r•.�... ter•:'. • - • INTAKE TYP Y. .'ACC•':• � ASPHAL_._ .—.^•'"^'.1.. •.6,'�, - - GRAVEL EDGE,TVP. _ e � : •' �•'-`+• '--•' LANE STRIPE,TYP. 4- ASPHALT EDGE,TYP.�� ACC `--... EXISTING GRADE LANE STRIPE,TYP. — EXISTING ACC CLEANUP OF DIRT AND DEBRIS IS CONTOUR,TYP �� `�'T� — — REQUIRED.CONTRACTOR SHALL EXISTING STORM ING ROADWAY,TYP —I* USE ALL METHODS NECESSARY SEWER AND N WORM _ — TO PREVENT TRACKING OFF-SITE INTAKE,TYP 67B-- C RT,TYP — AT ALL TIMES AND AS REQUIRED BY THE OWNER.CONTRACTOR _. _. —I* SHALL ANTICIPATE THE USE OF �` _______ . DUST CONTROL MEASURES. — o- S'"----------------------7--- a SWPPP - PRE DURING-CONSTRUCTION - STA 34+00 TO 39+00 a1" = 30' 3 0 y LEGEND 2 3 e DISTURBED AREA/ OPEN-THROAT d PROJECT SITE —--— CURB INTAKE > SEDIMENT FILTER TOPSOIL S STOCKPILE 6.0% EXISTING GRADE N 9"FILTER SOCK OF DRAIDIECTION L. NAGE — — — SILT FENCE a a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 SWPPP-PRE-DURING-CONSTRUCTION-STA.34+00-39 00 SHEET NUMBER C.16 LEGEND ADDITIONAL 9"FILTER SOCK ALONG EDGE OF SILT FENCE TO REMAIN UNTIL THE SITE HAS BEEN PAVEMENT. THIS CONTROL TO REMAIN UNTIL THE STABILIZED AND APPROVED BY THE ENGINEER. DISTURBED AREA/ _ — — SILT FENCE SITE HAS BEEN STABILIZED AND APPROVED BY ONCE REMOVED,PERMANENT SEEDING, PROJECT SITE THE ENGINEER.ONCE REMOVED,9"FILTER SOCK FERTILIZER AND HYDRAULIC EROSION CONTROL PROPOSED PAVEMENT TO BE DISCARDED. PERMANENT SEEDING, TO BE APPLIED TO THE BARE SPOT,TYP. BIODEGRADABLE FERTILIZER AND HYDRAULIC EROSION CONTROL EROSION CONTROL 6.0% FINISHED GRADE BIODEGRADABLE EROSION CONTROL BLANKET,TYP BLANKET TO BE APPLIED TO THE BARE SPOT,TYP. DIRECTION OF ,' :PCC SIDEWALK,TYP •': ADDITIONAL SILT FENCE DITCH CHECK. THIS CONTROL TO 1' 9"FILTER SOCK DRAINAGE - ,' REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND Pti 1 •a 11 C '•':EXISTING •'.'I .1 STIN D 8 G GRADE• PERMANENT > � _ • • • • • • .'•':• APPROVED BY THE ENGINEER.ONCE REMOVED, EXISTING Y L § 1� - -- - -�--- • • ."•'•CONTOUR,TYP •':• SEEDING,FERTILIZER AND HYDRAULIC EROSION CONTROL • •::•;, is 3i, STORM �'� - L J 10'UTILITY ® i •..c ,.;.,.;.•.;.,•:..:..:.........•.,•., :•'TO BE APPLIED TO THE BARE SPOT,TYP. . O EASEMENT .•• .,.,•.,•.,..,•.,..,..,•.,•.�..,•..••.••.••.••. •. SEWER AND z — R.O. .. . .. ... ..;....:,•.;,• �srxrrN�r INTAKE,TYP I w- :'.%=• yam:'__ C.1 EXISTING PCC 4•.. 2. f• ROADWAY,T TYP •'^TI L/•y '•'Y. •'tee+-•.•' YI I GR ASS •2 FINISHED ''':�'•S D 1 �R: p GRADE CONTOUR, • • _.• •.7.2 sue-;TYP 7 .elm- T��y,•-•_•- fit•Y ` 'ter'• •i ® '.•'•'.•'•'.•''. •.••.••. .•,•.•,•., '.•.•' _,•�� ''r'• '•'sue _ _ - ice•• •'Y '•7 Ateo 1'' $"'•. STORM SEWER 4,7.; _ 7 • 1 � ND OUTLET TYP .•-:_•'' _ .(T.'• .4'• :ems.•=�'. .�•,••.,••.:•;.•,�.''.•'•'.:._ SEE REVETMENT. -;_•'' '• •'•'•''• •.�,. ---T� . E ''�'.:'••:•'•':•'•'• •.�•:�' _ .•::c: �5�•':-:•�•:�•'• •',SSW�'' ^'! -T� M SHEETS FOR MORE psPHALTEDGE TYP •„ i.. ��.'. ;'' \` ACC• - `+:,.''. -�/'•:'''••.''•:'- - •�'T'.?:••�.-+'„-. INFORMATION,TYP. ESTRIPE,TYP.� ._,__.. ` \ GRAVEL718�=a sueDRAIN--1 �-- -•'•.� \ .--v Acc1 _ 1 II s�� �, EXISTING — !■� \ 20a \ SUBDRAIN,TYP EXISTING ACC ROADWAY,TYP — -- — r.-3 SWPPP - POST-CONSTRUCTION -STA 10+00 TO 14+00 _ ' 1" = 30' .. 44 • J' '•' '• ; �,EXISTING STORM SEWER I iv • AND MANHOLE,TYP ADDITIONAL 9"FILTER SOCK ALONG I w y •1 AROUND NEW AREA INTAKE. THIS -'a ADDITIONAL SILT FENCE DITCH CHECK. THIS CONTROL TO REMAIN UNTIL THE SITE PCC SIDEWALK,TYP -• •..,• I 0 15 30 • : C,18 CONTROL TO REMAIN UNTIL THE SITE HAS BEEN HAS BEEN STABILIZED AND APPROVED :;',p: 71� �- — — — — 9 FILTER SOCK TO REMAIN �' SCALE�'`�` "�' '~" ' '' '' :'' •' STABILIZED AND APPROVED BY THE ENGINEER. BY THE ENGINEER.ONCE REMOVED,9" :•' '. :'. : ,t �;:;;: �� `� UNTIL THE SITE HAS BEEN • FILTER SOCK TO BE DISCARDED. ONCE REMOVED,PERMANENT SEEDING, ,- - STABILIZED AND APPROVED 8$ �'` �,. :;.;*,.•:: FERTILIZER AND HYDRAULIC EROSION CONTROL 04- PERMANENT SEEDING,FERTILIZER AND 1rt — ►� / THE ENGINEER.ONCE - ::':'•: •. ,� GRASS HYDRAULIC EROSION CONTROL TO BE /�a•:•R'p:yYi' TO BE APPLIED TO THE BARE SPOT,TYP. Ac�R / / REMOVED,AREA TO BE APPLIED TO THE BARE SPOT,TYP. RESTORED WITH PERMANENT -T•Y'.;�.:•'':���},•''.�•: -';•'•`�'-, -:• • _ '::�'�':•'''•'.L�J .•. ACC Acc � / �-' 720— — — / \ , V SEEDING,FERTILIZER AND ' •.' •' J / HYDRAULIC EROSION CONTROL. _ "zF' • ••. -:y •} ;- ,•-spa. +�s. .', ,+,r.z..,:•\.. �- •!• lii�f�ar�_ /ACC '� �•. •. ..< - /.• ' / PCC ' i U •�1 1 •.ice.• •:tip:.:. A ::+may•• m •w, •1 6 _ 1 j - •lM•Jam•..•^ •� mot. m { yy ortAga' N EXISTING G STORMWATER• • •• •• •co - _ E — y1 DISCHARGE POINT,TYP Acc ASPHALTEDGE,�4P.J/� EXISTING GRADE \ ��j > > 8� EXISTING ACC ROADWAY,TYP LANE STRIPE,TYP J CONTOUR,TYP FINISHED 4,,Acc BIODEGRADABLE EROSION EXISTING y�� GRADE N \ ADDITIONAL 9"FILTER SOCK ALONG EDGE OF PAVEMENT. THIS CONTROL s STORM SEWER CONTOUR,TYP TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE a_ CONTROL BLANKET,TYP SUBDRAIN,TYP \^ AND MANHOLE,TYP ENGINEER.ONCE REMOVED,PERMANENT SEEDING,FERTILIZER AND SWPPP - POST-CONSTRUCTION -STA 14+00 TO 18+00 HYDRAULIC EROSION CONTROL TO BE APPLIED TO THE BARE SPOT,TYP. 1" = 30' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 SWPPP-POST-CONSTRUCTION•STA.10+00-18+00 SHEET NUMBER C.17 LEGEND \\ // �®.., \ / � DISTURBED AREA/ — _ — SILT FENCE / \ \` / PROJECT SITE // \ `, o. . 15 '° PROPOSED PAVEMENT \ `\ - - scALL w—� BIODEGRADABLE EROSION CONTROL _6.0% FINISHED GRADE \ �� \ / BLANKET DIRECTION OF \ �\ ,,/ 9"FILTER SOCK V DRAINAGE \ \\ /' 1 1 / ,I / \1 / \ \ \ /Z' /// I \ // \ \ '/ \ \\ /77//// • • • • • • • • • •' • • • • • } fV.i✓ I • • • ••/ •' LLI�I '/ ► / ADDITIONAL 9"FILTER SOCK / • • • •• • • • • -• I ALONG EDGE OF PAVEMENT. THIS CO / I •CONTROL TO REMAIN UNTIL THE / Co.) I SITE HAS BEEN STABILIZED AND /' I ' I EXISTING PCC ROADWAY TYP APPROVED BY THE ENGINEER. i S , / I ONCE REMOVED 9"FILTER SOCK / E S G XI TIN STORM SEWER \ I AND INTAKE,TYP TO BE DISCARDED. PERMANENT i /' ::•SILT FENCE TO REMAIN UNTIL THE SITE HAS BEEN SEEDING,FERTILIZER AND HYDRAULIC EROSION CONTROL '/'� :': STABILIZED AND APPROVED BY THE ENGINEER. FINISHED GRADE CONTOUR,TYP TO BE APPLIED TO THE BARE , •/ REMOVED,PERMANENT SEEDING, •,'•.I SPOT,TYP. .' • FERTILIZER AND HYDRAULIC EROSION CONTROL ;.::k:% j REVETMENT.SEE ,' • • • TO BE APPLIED TO THE BARE SPOT,TYP. M SHEETS FOR MORE / • • • • • • • • • • . I ,/ I INFORMATION,TYP.— , '..BIODEGRADABLE EROSION CONTROL BLANKET .. .....I •:• ::•:':•: I i • •• •• • •• •• •• • • •.:PCC SIDEWALK,TYP -'.•••••:''••:•'•'.•••:•'• ADDITIONAL SILT FEN I STORM SEWER ,/ FENCE DITCH CHECK. THIS CONTROL TO AND OUTLET,TYP :: REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND o C.18 /' • • • EXISTING GRADE :: APPROVED BY THE ENGINEER.ONCE REMOVED,PERMANENT :• : : m -- -- • • • • •• • • •• •• • • •:'.CONTOUR,TYP • :•SEEDING,FERTILIZER AND HYDRAULIC EROSION CONTROL w O II.J \ MP i •.) 10'UTILITY ® i •.',N.;,•.;,•.,•.,•.,•.,•..'•. '• p EASEMENT .,•.,•..•.,•.,•.,•.,•.,•..••.•.,• •., .,;:,;:'; '•; '• .:;• •. : • • • : 'TOBEAPPLIEDTOTHEBARESPOT,TYP. z W I, R.O. 0 T I a O a w O:� a �r _ .1 8 .fir.. 4: 0 ...., ,_ _ - - U r llf w in ••L ali 1� G C ✓ ACC V•Y1Yr � 3 ''�'r.'a'a� i2 +: L in Y ram••• E. • n �I , o eL. O fit^. _ N to •.r• —t•«4.•. •'O T ^ U (. .j..ems••.'••'•'•• y . N T;: • `"E. t-,G Lr�-• •' 1•' UB':'.`�•• .�•'• •---':-�'• DRAIN TYP tti•: tip.•'1"�••-+•.•��,'•. _ ram.••: :�ti' v� SWPPP - POST-CONSTRUCTION -STA 10+00 TO14+50 - STAGING ~' }5 •�-,�. 1 = 30 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--8I-52 SWPPP-POST-CONSTRUCTION-STA.10+00-14+50-STAGING SHEET NUMBER C.18 LEGEND STORM INTAKE ADDITIONAL SILT FENCE DITCH ti RIM=708.92 CHECK. THIS CONTROL TO REMAIN 4410 UNTIL THE SITE HAS BEEN STABILIZED 0 15 30 DISTURBED AREA/ - AND APPROVED BY THE ENGINEER. EXISTING I ) ONCE REMOVED,PERMANENT \ SCALE IN`ET I — SILT FENCE PROJECT SITE 1 / / PROPOSED PAVEMENT / / STORM / SEEDING,FERTILIZER AND -1 \ • BIODEGRADABLE // PCC SIDEWALK,TYP / / SEWER AND / HYDRAULIC EROSION CONTROL TO BE l \ ,6.0% FINISHED GRADE _ ./ INTAKE,TYP \ \ APPLIED TO THE BARE SPOT,TYP. \ EROSION CONTROL / / BLANKET / n ' DIRECTION OF EXISTING ACC / I ` o 9"FILTER SOCK U DRAINAGE ROADWAY,TYP / I FINISHED o o IT `� ACC i GRADE \ BIODEGRADABLE EROSION \ EXISTING GRADE c CONTOUR,TYP _ / o CONTOUR,TYP \ CONTROL BLANKET,TYP _ _ — _ - - — -- 709 - cc _ - - — — — — — -RO.W. • • -. :.r.. -:7.1( - .r:^ • 0 6r.: : e.. 1 ' .o f N O O 0. ♦ _ \ACC. ; •. ASPHALT EDGE,TYP .,;•. .- ''! ,O O JO \,O `� \� \� '' _ O / ACC , OA\ O� p O • \ \�UWE STRIPE,TYP.J \ \ \ REVETMENT.SEE - \ \ \ STORM SEWER AND \ \ \ \ \ `MANHOLE,TYP \, \ M-SHEETS FOR MORE \ SWPPP- POST-CONSTRUCTION - STA 18+00 TO 22+00 INFORMATION,TYP. 1" = 30' RIM=699.37 / I I I ' / ' I ' " o� I 1 ' I I T Co ACC REVETMENT.SEEONAL FILTER SOCK ALONG 1 0 CK. TADDITIONAL SILT FENCE DITCHI I l I II I I/ GRn� , / / (I \� INFORMATION,TYP. AROUND CONTROL TO REMAIN UNTIL THE SITE _-"', I I"..) �T CHECK. THIS CONTROL TO �t I I I I ' I i�� i i f ( M-SHEETS FOR MORE AROUND NEW AREA INTAKE. THIS I t ti REMAIN UNTIL THE SITE HAS SILT FENCE DITCH CHECK TO REMAIN UNTIL THE I ( / / \ S ' ���yyy BEEN STABILIZED AND APPROVED SITE HAS BEEN STABILIZED AND APPROVED BY I I I I I I ///��� \I ( \ \ V STORM SEWER AND HAS BEEN STABILIZED AND APPROVED • 'I ---i o . - • is 30 IE 17 ADS BY THE ENGINEER.ONCE THE ENGINEER.ONCE REMOVED,PERMANENT 1 1 \ 1 I I ( / ��/I� ::• .^7-`--1--L-�.•... .:.)-- MANHOLE,TYP BY THE ENGINEER.ONCE REMOVED,9" \ 9T V 4 �, IN SET REMOVED,PERMANENT SEEDING, I SEEDING,FERTILIZER AND HYDRAULIC EROSION t ��) (II ; ; +.o�E 1z A.c "' /FILTER SOCK TO BE DISCARDED. F ,�' \ �.... PCC SIDEWALK,TYP �� PERMANENT SEEDING,FERTILIZER AND \ I FERTILIZER AND HYDRAULIC CONTROL TO BE APPLIED TO THE BARE SPOT,TYP. , HYDRAULIC EROSION CONTROL TO BE c EROSION CONTROL TO BE \ GRAVEL j( (..: I EXISTING GRADE 1 \ / APPLIED TO THE BARE SPOT,TYP. _ I I. APPLIED TO THE BARE SPOT,TYP. \ �vI I �\ .. \\�\:F.: ::.1.,.. .I''' / CONTOUR,TYP 0, �� / 7 /� / / f I �` / / GRAVEL OACC, p O \ \ .O. '.''"\.'. .'•% '. '.'.,,,r,...�• -.R.O.W,. GRAVEL 11111 _ a• + •Y _ . 8' m W r f 714)-8 7 v• _ 8 8 U e :6 . B 9 c .. . . . . .'...g8•. '.\..•..--•:. *.:..'.. :(jg .\ :.:.::•••• j - —^r :. ::.:. : .. . '' • '.. GRAVE 3 '. .. .... GRAVEL � � � \ 6 \ :'.• -•. o 'o, ACC \t 's '9 p\ ik �� ACC �� �� ,4�, �_\ \ \ 0 _•._. • ASPHALT EDGE.TYP \EXISTING \ \ \ \ \ EXISTING ACC \ BIODEGRADABLE EROSION \ A \ \ . tS FINISHED GRADE \ \ \ 6 \ CONTOUR,TYP NNE STRIPE,TYP. \ \ SUBDRAIN,TYP \ \ \ _._\___ \ _ \ ROADWAY,TYP - \ CONTROL BLANKET,TYP --\ f-- N \ N U N O a SWPPP- POST-CONSTRUCTION -STA 22+00 TO 26+00 1" = 30' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 SWPPP-POST-CONSTRUCTION-STA.18+00-26+00 SHEET NUMBER C.19 LEGEND ADDITIONAL SILT FENCE ALONG EDGE \ EXISTING STORMWATER � 0?)1';''');'' OF DISTURBED AREA. THIS CONTROL \ DISCHARGE POINT,TYP I SILT FENCE TO REMAIN UNTIL THE SITE HAS BEEN \ \ ADDITIONAL SILT FENCE DITCH CHECK. DISTURBED AREA/ _ _ _ I 0 is ao STABILIZED AND APPROVED BY THE N THIS CONTROL TO REMAIN UNTIL THE SITE PROJECT SITE — R.O.W. — 7:7'41''' — SCAIE w PEET PROPOSED PAVEMENT ENGINEER.ONCE REMOVED, \\\\ — — — — - — --I HAS BEEN STABILIZED AND APPROVED BY — _ —BIODEGRADABLE PERMANENT SEEDING,FERTILIZER AND \ \\\\ 0 THE ENGINEER.ONCE REMOVED, _ — — — EROSION CONTROL _6•0% FINISHED GRADE HYDRAULIC EROSION CONTROL TO BE ' \\\ \\\ -r —GR L— — _ _PERMANENT SEEDING,FERTILIZER AND BLANKET APPLIED TO THE BARE SPOT,TYP. — — R.O.W. \ \ \\ HYDRAULIC EROSION CONTROL TO BE WILLOW CREEK COURT DIRECTION 4 to \ \\ \ 9"FILTER SOCK OF DRAINAGE /R. \�� \\\ \\\ \\ a APPLIED TO THE BARE SPOT,TYP. PCC SIDEWALK,TYP FINISHED GRADE r I' r, 4 \ rr \\\ \\\ \\' `6, BIODEGRADABLE EROSION '*' i e' " n \ -- REVETMENT.SEE M-SHEETS r CONTOUR,TYP ( `Q _ 1 \ \\\ \ • CONTROL BLANKET,TYP �\ j \ \ • , •\ FOR MORE INFORMATION,TYP,( EXISTING STORM EXISTING GRADE ( ( I �� �' \ \ ,•;yy: • F "..._._.:_. fhf fif4.7`..,. . ._�_ EL — ACE.< • SEWER,TYP • • • ••4CONTOURTYP ) I ; \� \ tit \ \ \\ ' ••.'... . " — • r — 24' -./Y� E.iaI . I t \ a • s 1, \,..,,,,,.. 1 _ Tt RTBOX CULVERT �• — -' 1 'r. I. ti' .tom'' -`.,_'"'• GRA j •8 RA EL " "•�"i •••" �• GRAVEL EDGE, \ `�" N GRAVEL -_ THIS s ACC iv ADDITIONAL 9"FILTER SOCK ALONG EDGE OF PAVEMENT. THIS CONTROL TO REMAIN ADDITIONAL 9"FILTER SOCK ALONG AROUND NEW AREA INTAKE. ���, ACC \ w d� `` CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE ENGINEER.ONCE EXISTING ACC STORM SEWER AND \ \ REMOVED,9"FILTER SOCK TO BE DISCARDED. PERMANENT SEEDING,FERTILIZER APPROVED BY THE ENGINEER.ONCE REMOVED,9"FILTER SOCK TO ROADWAY,TYP MANHOLE,TYP \ \ AND HYDRAULIC EROSION CONTROL TO BE APPLIED TO THE BARE SPOT,TYP. BE DISCARDED. PERMANENT SEEDING,FERTILIZER AND HYDRAULIC -- - SWPPP - POST-CONSTRUCTION - STA 26+00 TO 30+00 EROSION CONTROL TO BE APPLIED TO THE BARE SPOT,TYP. 31 1" = 3 0' , , - BIODEGRADABLE EROSION I \ �� �>— — — — ;tea $11.1,:s..CONTROL BLANKET,TYP I \ — _ — -- I - ry i ADDITIONAL 9"FILTER SOCK ALONG EDGE OF -R•O'W. _--_ — — ' 1 1 s�5 _ t: R.o.w. _ PAVEMENT. THIS CONTROL TO REMAIN UNTIL — — — — — / ( 7 7 _ o s so — — — — 1 _ THE SITE HAS BEEN STABILIZED AND APPROVED — — ` = ` '6 PCC _ \ --gT� — \ • -BY THE ENGINEER.ONCE REMOVED,9"FILTER FINISHED GRADE SIDEWALK,TYP wl — SOCK TO BE DISCARDED" PERMANENT SEEDING, CONTOUR,TYP CO WILLOW CREEK COURT FERTILIZER AND HYDRAULIC EROSION CONTROL EXISTING STORM TO BE APPLIED TO THE BARE SPOT,TYP. EXISTING GRADE SEWER AND '\ PCC CONTOUR,TYP INTAKE,TYP f 3-=. 1 — 7 _.- 24'- • '72 - -' . -67 — i :-T669--- ir — .tee r '.''•".'. 3 y!� • • •1 \. ! I ! a_1 " ! i .1! ! !_1 1 i• ..iI : i y . . • • I •T YGRAS Z —GRAVEL EDGE,TYP ACC N 7 ADDITIONAL SILT FENCE DITCH CHECK. THIS CONTROL TO ADDITIONAL 9"FILTER SOCK ALONG AROUND NEW AREA INTAKE. THIS CONTROL TO EXISTING ACC ROADWAY,TYP �_ REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE ENGINEER.ONCE " ____ REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND v ' REMOVED,9"FILTER SOCK TO BE DISCARDED. PERMANENT SEEDING,FERTILIZER AND STORM SEWER AND APPROVED BY THE ENGINEER.ONCE REMOVED,PERMANENT — - " — HYDRAULIC EROSION CONTROL TO BE APPLIED TO THE BARE SPOT,TYP. MANHOLE,TYP- SEEDING,FERTILIZER AND HYDRAULIC EROSION CONTROL ° TO BE APPLIED TO THE BARE SPOT,TYP. SWPPP- POST-CONSTRUCTION - STA 30+00 TO 34+00 1" = 30' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON J PROJECT NUMBER:TAP-U-3715(665)-81-52 SWPPP-POST-CONSTRUCTION-STA.26+00-34+00 SHEET NUMBER C.20 �,'. ADDITIONAL 9"FILTER SOCK AROUND EDGE OF INLET. THIS CONTROL TO REMAIN I 20�, .' .UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE ENGINEER.ONCE I I ti ADDITIONAL SILT FENCE DITCH CHECK IN FRONT ,,' Q-P REMOVED,PERMANENT SEEDING,FERTILIZER AND HYDRAULIC EROSION CONTROL I OF STORM INLET. THIS CONTROL TO REMAIN i' / TO BE APPLIED TO THE BARE SPOT,TYP. / I 0 1e ao UNTIL THE SITE HAS BEEN STABILIZED AND /.' \/ \\ \ / L .. __ SCALE IN PEET APPROVED BY THE ENGINEER.ONCE REMOVED, 7,' / ADDITIONAL 9"FILTER SOCK ALONG EDGE OF PAVEMENT. THIS CONTROL TO REMAIN " ------_____PERMANENT SEEDING,FERTILIZER AND7 UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE ENGINEER.ONCE L— —_____HYDRAULIC EROSION CONTROL TO BE APPLIED REMOVED,9"FILTER SOCK TO BE DISCARDED. PERMANENT SEEDING,FERTILIZER - - ----- TO THE BARE SPOT,TYP. AND HYDRAULIC EROSION CONTROL TO BE APPLIED TO THE BARE SPOT,TYP. � R•O,W_ _ --- u • _ADDITIONAL SILT FENCE DITCH CHECK. THIS \ _ • — CONTROL TO REMAIN UNTIL THE SITE HAS BEEN • • ' (1: © ® m 1, STABILIZED AND APPROVED BY THE ENGINEER. ;•/ ONCE REMOVED,PERMANENT SEEDING, FERTILIZER AND HYDRAULIC EROSION CONTROL V. 1 ' \ 1 . — — _ TO BE APPLIED TO THE BARE SPOT,TYP. y•. .�!'. : . . .. Pcc_ , :; : �' \ ' OPEN THROAT y ADDITIONAL 9"FILTER SOCK ALONG AROUND NEW .-.:.:�,.�".•.:�. ."".'.•.' 1' � ' �"• '' CURB INTAKE ,. .".... .:"- ".,-....,- _ --- AREA INTAKE. THIS CONTROL TO REMAIN UNTIL :' ; , y.''.' 1.: ',.":'. :::':':�::.':�'. :.'�".;"...:.: `', .., rl.:'. "..• �' '"L `'" `. "�' •�''�"• - , SEDIMENT FILTER � "� •" ..r•r''••'.•-" •, - `•_ THE SITE HAS BEEN STABILIZED AND APPROVED BY _ / /. f" 'L '"" :•y '.•�'::" ".•:;1. •.� ... �.!:"'.:''": � �:� . �. :;'-." � .:.�:... TO REMAIN UNTIL ..L�-: .:;-�, :. .- ..'',^:-�',.:..•. — — THE ENGINEER.ONCE REMOVED,9"FILTER SOCK . :•: ":!..✓. : "..''E.:'. THE SITE HAS BEEN '.:'''.:'•' TO BE DISCARDED. PERMANENT SEEDING, �.:'• ! �.. . Pcc /..j"..•," �.:'.'.�'�'.':""•:'".�.:.�:.:' .'.. ".�. ."-.•'. ".".�".'"..�.. ........., STABILIZED AND .. . ...•�."�':•.•-:•. _ r .,"�..`•.. � � . FERTILIZER AND HYDRAULIC EROSION CONTROL � /•••"✓.'•"�'•.:.�":•.'�:".�,:'.�.•.',""�.;�. '��:'%"�.�.�'.''.'.r•".•:�.',.-.''.'. � •. �.'.•�� :'.' . �"�.'".�' '..• .�"..i.�"':�.•.... ..�.. .. ., .".^ APPROVED BY THE �/•"' •."".•�••. '•�.�.�.�":'.'•.:•: .:::'•":'.:•�"._.",'..:•":•,�.:•,'...".'....:";.:.• � TO BE APPLIED TO THE BARE SPOT,TYP. / �'.'. ;".' / :I' : ''•% .. j:�•.1::"I':••; .'.;.';-!.;.::,�:.:',:.'.:,::.::::.'..::..'�STORM INLET,TYP ".�,:.;�•�:'.:'.:1�.:"::;::::; ENGINEER,TYP �. .'.-:-..:•,t•.-".:...,. / :.:,::.: .. .. .:: .::.:.;...;�•,,: .";...;; ":..: .:;..: :. .:,: WILLOW CREEK COURT /'. / -':•: r '''-'.'.'.✓-." �- :.%.f".-,:."..•".•�.'.... ..... . ....'..::. ' .. PCCSIDEWALKTYP L'.:cb:•'". � �'`� / '•'''�•:�•�"c�6. :f-;'.�.;:;•1�. '•�. . .'. .�' . .•:'.'•-.�' �.•."'.-.•.'•�"."':'.'".•"��.-". �":' .'. �.". •. '• k..•. �" .. �. .. .. FINISHED -r• •:✓•'.� "•-'-• •'-"�"''��. "' .'":\.. , , ., ... .: " . . . ..� GRADE '''.•., ..;:; " ; . ..'.: : '::::;. �.' � \,71 Ir 4 CONTOUR,TYP �- ":••r .• ' / " - '"� . '"� - '� \�'.. cn ry a en J Y-'-• f• �i� I ,TMxAF 1.4'T s • N' a T$7 _ e F ;9. `d 1 •7' a.� t 1E".4• C7 c �l - — 7 3 e L„a 00 C T�6 7 1 A 7—7 7 . i ACC �LT�EDGE P. PHA i r� AS (•'GRASS- ..... __. 1 U GRAVEL EDGE,TVP.� GRAVEL - WE STRIPE.TW. 4 ASPHALT EDGE,TYP.—� ACC _ EXISTING ACC EXISTING STORM EXISTING r EXISTING GRADE LANE STRIPE.TVP.�, 7T — — SEWER AND -STORM CONTOUR,TYP ` BIODEGRADABLE EROSION ROADWAY,TYP I► INTAKE,TYP CULVERT,TYP _ _ _ CONTROL BLANKET,TYP _ �7: —14 a SWPPP - POST-CONSTRUCTION -STA 34+00 TO 39+00 a. 1" = 30' t/ ci LEGEND c, 3 m o DISTURBED AREA/ 9"FILTER SOCK PROJECT SITE — T. — SILT FENCE BIODEGRADABLE n EROSION CONTROL PROPOSED PAVEMENT 0 N BLANKET _6.0% FINISHED GRADE OPEN-THROAT DIRECTION fi —--— CURB INTAKE OF DRAINAGE SEDIMENT FILTER a` 6_ S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--8I-52 SWPPP-POST-CONSTRUCTION-STA.34+39 SHEET NUMBER C.21 I i 2440 MORMON TREK BLVD(ARCHLAND ��' .../ ti0 PROPERTY I LLC)WALK CONNECTION. ,' / 0;5. 4"PCC ON 4"DEPTHT1EUB8A5E 'I \ RT'JOINT _-_ i - Jam' /ir: _ PARCEL USED FOR SOIL STOCKPILEa 10 zo ( AND CONTRACTOR OIL ST C.:_l. reeil \ \ �. JEASE\ SCALE IN FEET 10' UTILITY / _ _- --- N. PARCEL OWNER:CITY OF IOWA CITY. ° �� - EASEMENT�� =cT(M� T(M} r( -10'PCC TRAIL - - - _ _-I( .. __ -R.O.W._ ,_ - _ _ _ - ADJUST(LOWER 0.8'±) J G ? } - -T(M}_ T(M} _ _R O.W. 9�5l- - —R.O.W.- - - _ GRASS _ G (M}::::(1W-r: - T( -c -T(M} TELECOM PEDESTAL TO , i I ',' 72 — - -_ ,-� - G. T(M} T(M - _- '72-3----- - * MATCH FINISHED GRADE ' T ) - 4.50% 7?,4-� G G-T( } . (M�G: -T(M} -- -T//M} - - - ` - -R.O.W.- - �� f 724 Qjilm_'---1----__Tlf"-___)-E7-_____" M TG' T{M} _ =G T M M(BY OTHERS) o ► � .� -i - _ - _L�- r G( � - } -�G' C } - TM T(MP1'' 72s ;, 1 �"' � �/�/1 'RT'JOINT �� � --m. -_-(- -r MCONTRACTORTO \ t \ i+�: j�,,�'o /�` , -723- - _ � / 723 -E- - - - - -E- - - - - -E- - - _ G COORDINATE. - `.� r I - 722 2 -E_ _ num. �- 724 11+p0 i. ; _ - ---?- - 1YP. • 12+00 7 2 I I /+7- _ 72� �� SO_go - - - — / -720 s{Imt�Ni 13+00= TtMc \ I coy -72 �/ I / / ) T{MON_ - - iAI 10+00 f I N. _ - - - ,- // 23-719 tI TfIMeN1� _ - 9_ - - 2 {I ) {IMON) T{IMON1 - - - - - - - - �- .:r � ' - - - - - - I T ,l 722J718 - � ` - - -- - - - - 718 RTJOINTWITH 42-W �:a t 1�. � �„ •- - -+ - - - //, � 721 717- - - - :1-------------;i,-T-----I----6__._715-71,9 - - - - - 16- - - - ��' w -- 7�1 7 7 #6BAR,ALL \ b 11 / � � _1.- - - _--rQ. r - - _ / �/ - 720� - - - - - - - - - 7 -7i3REINFORCING - / / - I' _ � _= 1p �2"w _ - - - - - - ` - - - - - =�t� - 71a- - - - BARSHALL BE ��u\ � I 722 �`��I ^ 20 ` - - - - - - - - - / / = w _1wa =_ - r - _ -,�w -718 1�. _ —�3"� EPDXY COATED ��.. / 77 - 1 �I 1 719 > ; I - 0 \1� i --(1 \ 718.00 718 \ I \ ^> RELOCATED TRAFFIC / 11 I� , �\ o \ - - - - - - - - - to ��\ - - -715- - - - - - - - - - - - - - - - - - - - - - - - - - - -715 SIGNAL HANDHOLE V 1 �? \ \s. �.�4` \`\` �1 7 - - - - - - - I - -7176 ''- - - - - - - - - - - - - - - - - - -'1- - 1 18- 716- - - -L- 1 1 CLEAR OF TRAIL PAVING. - \ � ` ` � � 719- -I- - - - - - - -- -- - -718- - - - - -1-717- REFER TO N-SHEETS. \ 4 - - - - \ _ - - - � - - - __GRASS - - - - - 1 i 720 GRASS 1 1 '..*-*I'''4.- RELOCATED UTILITY HANDHOLE \ -�. — ���9 GRAVEL _ - -718-j--- t"SUBDRAIN -I CLEAR OF TRAIL PAVING ' ASPHALT EDGE,TYP ACC 'C'JOINT UNLESS - ACC 1 (BY OTHERS CONTRACTOR TO I OTHERWISE NOTED ___ \ :'? i ) L�NE STRIPE.7YP COORDINATE. _'V ' `-1 "' w"" -STORM SEWER.SEE M-SHEETS. Kj2p� \ '719 -: tV 1 .x- , TRAIL PAVING PLAN - STA: 10+00 TO 13+00 1- _�`; r��i CD 1" = 20' : N HP STA:11+22.64 Co...) CD HP ELEV:723.48 W o N PVI STA:11+37.50 PVI ELEV:724.31 1_ AD:-0.03 11.1 u.i "' K:75.11 LT_0 735 0 225'VC 735 cc a v o m Z N _ t 1� + t` 730 _ — s- 730 a 6 > c/) > 03 - PROPOSED GRADE AT- > TRAIL CENTERLINE LU 725 725 0 _ I- -1. 7% o _ -co - - - -- — — -- __ ___ ___ ______ __ _ — — 720 PROPOSED ELEVATION= --EXISTING GRADE 1-- 720 d 0 6 EXISTING ELEVATION-- - 715 715 U CO C17 C1). l- co. CO N <O COCO CO OM O O 00 O O O to co N • M CO N • O �_ O CV N.• _ O) • lfy N N N N CO N fh N N N N N N N N N N N N N N ON N N NN. ^ r r N N N N N 0 a 10+00 11+00 12+00 13+00 a. TRAIL CL PROFILE H: 1" = 20' I V: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 PLAN AND PROFILE-STA 10+00 TO 13+00 SHEET NUMBER D.01 1( I \ o•<, I do II �� iIl ?"?'y PARCEL USED FOR SOIL STOCKPILE I I ,a 20 liPi AND CONTRACTOR LAYDOWN. I I SCALE IN FEET PARCEL OWNER:CITY OF IOWA CITY. I odi I / 10'PCC TRAIL- -- I �`� — - - - I - — 'C'JOINT UNLESS I _ --721- I I PARCEL OWNER: I /�22 OTHERWISE NOTED I / I I/� CITY OF IOWA CITY. R.O.W.— — / I GRASS O ,I ACC -- I I w __ TG(M� -Sr(M) T(Ml T M / — — —i J —=— — ACC 0— �J— _ _ G. ( T(Ml T(M) T(M _ _ _T i R.O.W. ._ _ _ 72 CI G- G_ ( r T'M} - - -T(M) - -T(M} -- -T M —�- —=R.O. _.... (A,92.. \---- •• • GA)-J - __ _ _ _ _ - - - - - - - - - - - - _ - - 716 718- - - - - - - - - -71�` 14_ _15+00 - - - - - _ 6+00 E I 7.w. -716- - - - - - - - - - - 713- ...,,,,,,... 71 - - - - -715 - - - - - - - - - - - - 71�713- --. - -711t / -7713- _ $12 - _ L - 1 - - —1 Z {4�- _1 9 w — 12"W —-T�--W-=_ T1,=W- —12'yy —- — — — — _ _ '— �7�713- vrilusim 11:' ��.�_ ____ - .Fle -713 - - iv- --714 - _ - - - - - - -714- - - - - - -� - t ;lr ; - I : - :; i-- I- - - -- - - 15- - - 15 715 } _ _ _ _ _ _ _ _ _ _ _ _715- - - - - - - . _ - -- - - - - - - - - - - - - -716 � -716 4 SUBDRAIN- r - I - - - - ..•. GRASS - - - - - - - I - - - - - -717- - - - - - - - - - - - - - - - - - - _ - - -GR L---717- _C2RAVELEDGE,TYP. c 4"SUBDRAIN I ACC ASPHALT EDGE"fa _ _• _ • - - - - REINSTALL'ADOPT A HIGHWAY'SIGN ASSEMBLY - -- ---� " LANE STRIPE,TYP. m � �)7) rN _ - - STORM SEWER.SEE M-SHEETS.-- - REINSTALL'MORMON TREK 400 FT' --, \\ `f - Fri — SIGN ASSEMBLY , ,'1 1 =;, TRAIL PAVING PLAN - STA: 13+00 TO 16+00 :. 1" = 20' t..) w LP STA: 16+00.00 LP ELEV:716.81 PVI STA: 15+75.00 _ PVI ELEV:716.89 AD:0.01 W K:36.57 LT_ 50'VC o 730 O 730 a M t 725 PROPOSED GRADE AT > 725 6 TRAIL CENTERLINE > U co o 0o -1.70% 720 ---- - - - - 720 o — — — �.._-- -- -- ---------- ----------------------------- -------- s 0 EXISTING GRADE 715 PROPOSED ELEVATION- -`--- - - - - - - - - - - - - - _y _ 715 I) PROP-------------- � � - - - - - - - - - - _ - - - - - - - - - o O EXISTING ELEVATION----- - - - '1; 710 _ 710 E Oto co co O N co n M p�j L1 00 m O •N. _O O ON. m tT M • O M • 00 M co• co ti co co CO 4 O 0 a 13+00 14+00 15+00 16+00 a TRAIL CL PROFILE H: 1" = 20' I V: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 PLAN AND PROFILE-STA 13+00 TO 16+00 SHEET NUMBER D.02 -E- _ _- I I I 1 I I 2o�Tti 6"HMA ON 6"DEPTH MODIFIED SUBBASE. w \ . 715 'RT'JOINT AT ABUTTING PCC AND - 1 MATCH EXISTING ELEVATIONS. ( I�� I GRAVEL I I \\0 'E'JOINT WITH 1/2"SEALED j - - -c- . - c — c c- ° 10 20 / ♦ --716 — EXPANSION JOINT AT ACC .006 / -'G 0 T M} - --T(M)• - --T(M} -- -T(M}---T(M�-jM} - - -T(M� ---T(M� -- - SCALE IN FEET / • I I /-------G-' T_,EJI). -- ( / 1 I \ I / —i( ' —R.O.W.-4 T�""a i I PARCEL OWNER: / I I '.<er:.. . ; 717—POC_ -d (M} - - T(M -T( -- —1600'S HIGHWAY 1 DRIVEWAY. RCEL OWNER: i CITY OF IOWA CITY. / I 1 •1 - * ""' / Y OF 10 W , s: .` c ACC O.W• i I I , ;�.;;r. _ ;:�;:;? ;: �s I m ' / / 7"PCC ON 6"DEPTH MODIFIED SUBBASE. / WA CITY. / :,;r; m v \ _ SEE K SH / ACC -,'t•' ACC ,,, 't,.,'.-' i;S�,;s':�;v _ (M�1-�FA1 i" — -1 ------ // / 10'PCC TRM= �+ ': i `. i I 1 / / I i ACC / '` 'S / —PCC AND SUBBASE DEPTH OF TRAIL THROUGH \ GRAVEL 9 -� `0:': : I / ,11 �.--� - >ck t t: 4.1.�:_• I I I // / DRIVEWAY TO MATCH DRIVEWAY DEPTHS.TRAIL ROW�g Z�M} / I I �` z / I I /ACC hz CROSS SLOPE THROUGH DRIVEWAY SHALL BE 1.5%. N T / 17 , w - }- 71 � � PCC — — - - _ r(M). -T 7 _T(M)- _ - f MOp�)_ / I C 4 i 17 6 { — s _ `V I _7 3 16+00 —111 1:-...._ E Icy wy.. _- 17+pp _ �E1 - - - - -E- - -E- - - .�__ E - ��€-- - t1HT - 7� �=I • ._ T-I - la -T I • ---riMON r IMON T712-T IMON T i ••. t_ •••, y i nun 716 — _ 15 `LET E >. f )- - -r-(moN) 18+00 `.__19+00 / 715 I D /o ,, o - �o 'Ti 0 — — —714 - -� 'ID I 11R�Q-( '' o--- Jo;: - —715— — — — — — — "—- — 12'i1�- 2' ti 14'W 12" e-s._ —--12.4-D- 2'2W--- , 12'-W'-- 1 -—12'W--—-\ 12'1 W-- -—12'4M — t�'W `iV — �� �,11p1, \ritr— \ r712— ,\ , 711 _ -xc�710" .., _ . v.. . ~\ L STORM SEWER.SEE M-SHEETS. \ \\\\ , v \ ` - ' .GRASS,.. , N 11 \�r REINSTALL STOP SIGN ASSEMBLY— E'JOINT WITH 1/2"SEALED \ ACC �\ �� ASPHALT EDGE,TVP. ,77, - :.�:.",ACC s\ —'C'JOINT UNLESS 1/2"SEALED \ _ OTHERWISE NOTED ADJUST(RAISE 0.8'+)WATER VALVE EXPANSION JOINT \ \ EXPANSION JOINT LANE STRIPE TYP BOX TO MATCH FINISHED GRADEN \ —RELOCATED UTILITY HANDHOLE \ N . - A CLEAR OF TRAIL PAVING(BY OTHERS). _ REINSTALL'DO NOT ENTER'SIGN ASSEMBLY — . \ :) CONTRACTOR TO COORDINATE. N TRAIL PAVING PLAN - STA: 16+00 TO 19+00 1" = 20' 'VI STA: 15+75.00 HP STA: 16+25.00 LP STA:18+00.00 HP STA:18+75.00 PVI ELEV:716.89 HP ELEV:716.72 LP ELEV:713.46 HP ELEV:712.11 1.01PVI STA: 16+62.50 PVI STA:17+87.50PVI STA: 19+87.50 .57 PVI ELEV:716.60 PVI ELEV:713.69PVI ELEV:710.09 3 C7 AD:-0.02 AD:-0.03 AD:0.01 J o °o K:37.477 K:47.17 K:75.16 pC° o � 75'VC oc� o o 0 25'VC 225'VC 725 7250+ ui co o CD a m .. cl � oo � orn 1- 0v ._.._ o � 0 � C�_ ..- co • ____. ... .... + � __.. ..� � _. _.. __..____a---._.. _InN N. Uw v W � _ p+p � + � a 720LLI j m U w c;; c� v(Li 720 CO PROPOSED GRADE AT- U m U > C, O -0.33%- _�� w TRAIL CENTERLINE > > w m m - -Lu N - .. __._ -� ..... _ - -. __ - _. _ - ___ -___ ------ ____ .. .._.. _._....._. 2.33% 3 715 _ — - - - — 715 — 2 EXISTING GRADE -------- _ _ _ d 710 PROPOSED ELEVATION i — —— — — — _ 710 - EXISTING ELEVATION - °° 705 _ 705 6 m m 1 ti °' M `nco o m ;° cD 0 g 16+00 17+00 18+00 19+00 TRAIL CL PROFILE H: 1" = 20' IV: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 PLAN AND PROFILE-STA 16+00 TO 19+00 SHEET NUMBER D.03 / i \: -G- G' I I �Tti G 7�'G G -G G G t_ T M I -T(M)•---T(ML _ -/-T(ML---T(ML---T(ML---T(ML--23(M} - - -T(ML-- -T(M)• ---T(MLf-T04 ---T(ML---T(M}- - -T�%�(G==T(M` _�(M�_ _ ? I�I / I I 0 10 20 {� T(M}� •■ / / / I -- --T( _ I L T I T SM� _-= 5 G SCALE IN FEET - -� / / / / /// I G-��• =_. . __ _T. rc _G T-- ..,- __LAG=-_=T-(M} ---TdM4 -T �I \ / J II \ 1co I / I I \ `Ao o os // V. t.o I I o `\ 1 \ ACC /^� -'C'JOINT UNLESS ^I 1 I II \ ' l \ OTHERWISE NOTED \ - STORM SEWER.SEE M SHEETS. \ 10'PCC TRAIL ) - - - - _ _ _ - - \ -' - - 0.3444--E-- _... _ - ` _ _ _ �709 -�R.O.W."- rl _- _ _ - - -_-- -_-. - 7 --- — ..'aR.O.W.—A - - =-= _ - _ - -f-T - - -_ail oN�="-- - � _ 7Ah�E�763 �- E_ '- - -� _ E _ -E_ _ _ _ - _ 710- �T - _ _ - _-_=E ?Og- f � T - --- - - - -E how_ • __ E-r - -- - - I -7 IMoa) Tom_ - - - - - - -no- - - - 8O - - ' 904-- 105 - - �N_ - 703 _- -- _ __7-� gg c ��i�„- •-s��•- - 0INI - 9 20+00cp _so_..i..2,.. ee,L_ Akio , iii iii_ 22 o _ 1 I I bf-= alli °6,7_ 710 \ 09 r70S \ 707 _ _ _____. {<--�' — — — —7oa _ — — — �j--7or 70p= „... t GRASS _ � _ _ ! , — _ � � \ � � � � � � �': c_. j ACC �O\ \l09\ \p \p, \,O� OS \�0A O� 3 tV "... p� \ \ \ N - ADJUST(RAISE 2.0'±)VALVE BOX AND FIRE \ \ \ \ n \ -- 1\ t �� \ HYDRANT ASSEMBLY TO MATCH FINISHED GRADE \\ \ \ \ \ \.�' r __. \ \ \ \ \ - \ CO TRAIL PAVING PLAN - STA: 19+00 TO 22+00 1" = 20' HP STA:18+75.00 HP ELEV:712.11 PVI STA:19+87.50 PVI ELEV:710.09 3 AD:-0.03 'w' K:75.16 LL 225'VC Ill 0. 715 - PROPOSED GRADE AT o 0 715 a TRAIL CENTERLINE + n +. --- - N W 710 • 705 EXISTING GRADE- - - _ _ 705 ------------------------------------------------------------------- -_ _— _ _ _ _ 4.79% ::: PROPOSED ELEVAT(74 EXISTING ELEVATIOc\JLc) __ CR co co o) Q695 CD CD co • n • n o coci) o o r o N '0 o o �i 00 • • oo 0 C o o o o o o o o °� o rn rn n n n r` r-- r` n r` Q m cfl m a` 19+00 20+00 21+00 22+00 ei: TRAIL CL PROFILE H: 1" = 20' IV: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--8I-52 PLAN AND PROFILE-STA 19+00 TO 22+00 SHEET NUMBER D.04 \\ II ( ,I I I ( 1 d .1 I „/, -Gs�\ .G. \\ .\ ,G. -G-\\ - G G G // yOA� I I ` T(M}---___ G -tttf� �- 7 I ��l 686- \ \ I I I Rib \ { I T(M}-\ lM -Gr( Jl ) '\II(C --685 .,I / I I I \ ` 68k.10 E 12"ADS /6 0 10 20 1 I T{M}I--- �` ACC r trM)1._h TrI} II i \\\\\ 6841 I'I // I I I \ I / 1 T(M}- \ Peil SCALE IN FEET aT{M} - T�M} 1 T lM�.---- -----\ G" \ I I r \\\\ \ I / I k \ — J GRAVEL // // T(M)- r._.---.G- T \ \ \ // / I I I` I r��� \ \\ \J I \ / / J \p r\ ACCco \\ - �/> )`' ' �=i // ill I 1\\\ \ \\\! ,�r(M,1n t I // / - - - - � - (s \ N -- R.O.W. \\\ \ \ — _ M _ — — _.,F.t.O.W. 1(M4- -- )- - \ C'JOINT UNLESS 10'PCC TRAIL \ ��� i / / //T, i / \ \\\ \ 1, T(M - T(M} -r(M .- -i t* t�`) -- �' / / ---..�/ / / 4 T{I - - T{I T -(I - T IMON \ OTHERWISE NOTED _�1 99 i I )- - M p timr 1=_ T�IM(5N) - T MO�y f ) TfIMON) T I R.O.W.Tom- --6 v / -�Cc'i / / T fdFON) L-T •TT{ / �W , — ___ _ _ {MON) T{IMOIJ \ -69 �f(IM01Q)-� f TdtRAON)- / ;.:Stiff,•2.•61 1 O OE OE 0�— 1 �- _ -- - __. ____ / /-- 1 / / / \ I h - �.-/ l - / �- 13'MF t `I F!- --_1 i -- _ -� _-- — Oaj- - INiOId 96' i-' ( / E i` - E.4 /+ _�- ...t0 •.s<' 1 1 l _ 6 12'4--—-— $ _' _ _ µDPJ --_T�IMONl_';T_„, _..."--Ei 6 - -E-� I I I �: -I ap-Cp >�.'M.. •4-K 1 f.. a41 / —683 — — — 681 J� 11QOf I �` — C—E— —� — —E� = _ / 1 \ / 685 - - - - - - '' -r 'Qcu -�\ "w 1 / — f 68887 •a m • 6g 66_ -s \\ -._. -694- / / I 6&9 6 AIL _ r T - r Sj 1 I ( �685=— / _ 8 — _ — __ — -- — _ — — — 681 -Cr--- a I _�-- "' --fit i rn ) \ c-68. _ _ / \ S -(--- - I - - _ - _ �� _ _ � f_ 13 6,0 �� 23+00 r �4\ , ` — - ` �-.:6 24+00 — — _ _ — _ -682.25+00 ciD 09 22+0o 1711119111 r I \ _` — v? 688- -- _ _ — _ --s8a is _ — 689 — _ I _ — — -_ — I — — 9s� .44 \ _ — _ — — — I — —► _ — _ _ —s8s-_ - - — II 696 `` _ \ '` _ -' — _ _ _ _ _ _ `6g61 6gs _ ��- - _ ` 6g _ —_�8- - — —_ 699-ram _ _ — _a)41'SUBD-• 6iA1-- _ _ I 'L - 1-� 700 9 ` y/1 \ ` 6' — , ss2 , I GAF Ass _ _ _ _ _�687_ _ \ II \ \ �� GRAS \ 1 II \ \ \ \ I ( \ \ GRAVEL \ \` r \ - \ \ ACC 6 Sa I 6 6 a 6 � I I � 7 d 0 o 0 0 s 9 ACC � � p �� � � O o 0 0 o C 1 9po � \ \ \ \ \ \ \ \ \ -;. \ ASPHALT EDGE,TYP\ \ ` \ \ \ \^` r \ \ \ \ \ \ \ STORM SEWER.SEE M-SHEETS. \ _1 \ \ \LANE STRIPE TYP \ \ \ \ \ \ TRAIL PAVING PLAN - STA: 22+00 TO 25+00 ,_,,J' 1" = 20' CO 705 — - I - 705 _ PROPOSED GRADE AT -- ui - TRAIL CENTERLINE -- 5= - F2 700 - - 700 a _ _ 695 — —1 __ — — — — r — 695 690 EXISTING GRADE N\ 690 2 --_ —. .."--- ---------------------------"-----------.____ -------------- 685 - - - - - - -�'- PROPOSED ELEVATION— 685 c(71 EXISTING ELEVATION - m COO 6 68 m E .— a M oo ,`-_ v (V ^ a— to M r N (0 m v �00 f� Qj CO CO CV fh M N (D p pj V I� Ch (O N Ln p� p� 0) 6 m co CD On 03 N m 00 00 a0 00 N COCO (flCO CO (D CO CO (p co c0 co (O 2 cD c0 •o' g 22+00 23+00 24+00 25+00 a TRAIL CL PROFILE H: 1" = 20' IV: 1" = 5' - - S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 PLAN AND PROFILE-STA 22+00 TO 25+00 SHEET NUMBER D.05 1 \ \ C� \ y \ I 111.°61.14.:680 \ - - / r - R.o.v �o�Ty'Ito --{-C �-- - c \ \ 1/ /`O o PAVE TRAIL THROUGH DRIVEWAY.PCC AND SUBBASE DEPTH - \(—"' \ ° ^ I \ \ _\ \ 1 r010 20 OF TRAIL THROUGH DRIVEWAY TO MATCH DRIVEWAY DEPTHS. 1500'S HIGHW CO M \ \ \ r- SCALE IN FEET / 'C'JOINT UNLESS ot OTHERWISE NOTED TRAIL CROSS SLOPE THROUGH DRIVEWAY SHALL BE 1.5/o. 1 7"PCC ON 6" BBASE. I ° w-\\ \ \ \/ / I / SEE K-SHEET1I 1 1 A -,%\ \ \ \ \GRAVEL S\RM SEWER.SEE MSHEETS. F 1/2"SEALED / I I \\ \�-_ _ - - / T . T(M) 1 - -T(M� - / (M)--- T("k1 EXPANSION JOINT .1 \\ III \\ \ �u1 \ \ i up R.O.W. __r(nn�_ _ _ I (M) - T ( } T( l {`('r, __` -T{IMON)-1E -T{IM N) V- t .`r')- - -T` r )_VELT{I \ 4t {IMON)- - -T I • T EXPAMON)- - -T-(IMON)- - -T{IMO1)- - -T{Into`N)- - T MdN)-\a \- \\- l - {INFON) MON) {■ 1 1 T IM1N1) T{IMON)- T{IM--- .f(IMON) T{I ) T# H1��V _ " 'iCi •78 r "---12"W -OE'_�L�ii nelQE 1 ' �E OE --- 102 ■_-�2' 1�'14\ — fl i \\-14�4—OE 2�N- - 1 W �12�WOE _ nF_— ` nI 1z�V I 1 \YI es W� I1.� 679 \ 6 ol \ � I � �I � / / \�681 IlT � '• !' ' a E �'s � 11r ! � ■ ■ arc . . ■ • 61B6�1 II 1 I IIi 665.88t€24"AD - 682 1 -.:It al�' i . ,. ■ I � � I ` ! �� -684 681 d1© �_ ♦- �` \ I `�\\� \ '_68.5 682 \-\ \681 26}00 / 'E \ �� \� �\ _________\ 25+00 11' _ -iaattliz.� • - - I \ 680 � s3� `682 _, GYP _ :-67_8 — C =KU �s \ \ 4W cA c�4 _ _679 /� \\ _ \- c9 c9 _ ^-ssa - _ =1 _ _ - Q _ _ ,6s0.9 ao- 681 - - _ L-681/ S n e - -" -\.! --685- - _ _ _ \ __ r i - C - - 1� o C �o \ 28tUU -686 -682-, - - - - - - - � \/ \ lia �87 '� \\ - - _ � - _ -�683 - - - - - - _682 eC v \ � � --687_ - _ - -_ - -684- ` \ ��" v > �\\ --- � 619 1� `- - -_ _r- N. A V GRAVEL \ v '83 �\, o P v GRAVEL EDGE,TYR -1 - \ \ \ \ \ 1T \ . 9 y^��� 6w� ��rn ACC �6's^ ��� �d� I ACC �c� 6' ASPHALT EDGE,TYP.- /5, a V � A \ V� \ LCP 4NE STRIPE,TYP.—� 60 E'JOINT WITH 1l2"SEALED [NO EXPANSION JOINT N ; -0 ! I I \\ \ 10'PCC TRAIL- \\ \\ \\ REINSTALL'DO NOT ENTER'SIGN ASSEMBLY- \ \ \ \ \ -REINSTALL STOP SIGN ASSEMBLY CONCRETE RETAINING WALL - - \ \ N\ \ ,WITH STEEL PIPE PEDESTRIAN •\ HAND RAILING.SEE V-SHEETS. t.a n TRAIL PAVING PLAN - STA: 25+00 TO 28+00 1" = 20' LP STA:26+46.67 HP STA:27+12.33 LP ELEV:679.62 HP ELEV:679.79 PVI STA:26+24.55 PVI STA:27+37.56 PVI ELEV:679.55 PVI ELEV:679.88 w° AD:0.05 AD:-0.02 K:9.83 rniK:41.857 750'VC 75'VC N 690 0 690 PROPOSED GRADE AT CNn, .. CD _.. W O O O CA _.-- - O C• ircn- i - TRAIL CENTERLINE co m o+ _ + c-D ----- -4.79 cii V v " v U 685 > m w m 8 > 685 W o — — 29% -1.50%— 3 680 -- -- I _ - — — — -- © ! _ 0— 0 680 o EXISTING GRADE \ / - - - - - - - - - - ..- — - / - --� - --- - - - - - d 675 675 PROPOSED ELEVATION 15 EXISTING ELEVATION N _ .. ______ ___________... .._.. _ • 670 � � � � � � � o � v � � � rn � � � � N- � � � M 670 N CrJco OCO O) CA CA CA co COO a) CCOO cD t0D CO coO OD CCD CO O LOO O COO O 0 O C0D O COO O CO 0 0_ 25+00 26+00 27+00 28+00 a TRAIL CL PROFILE H: 1` = 20' IV: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 PLAN AND PROFILE-STA 25+00 TO 28+00 SHEET NUMBER D.06 X ' \ 1 1 — -- — — __- \', l via. - - _:_-- , t _ -574-R.o.w. \\ \\\\\\ —PR ECT FABRIC��-FORMED REVETMENT =� - STORM SEWER.SEE M SHEETS. \ ?\.1)16-k. \ \ \ c WILLOW CREEK COURT N RELOCATED TELECOM PEDESTAL OUTSIDE\\ \\ \ \\ I c. ADJUST(RAISE 1.T±)FIRE HYDRANTOF TRAIL CLEAR ZONE(BY OTHERS) 0 10 20 \ \\ \ \\ °� �� ASSEMBLY TO MATCH FINISHED GRADE CONTRACTOR TO COORDINATE. \ \\\� \ \ \ 6-� PCC G-�` ADJUST(RAISE 1.5'±)TELECOM PEDESTAL• SCALE IN FEET \ \ TO MATCH FINISHED GRADE(BY OTHERS). \ \ \\ \ \ o? \ G CONTRACTOR TO COORDINATE. —6 STANDARD PCC CURB 1 \ \ \ \ \sl\\\ -. -----®•c :- ..► .. .r- • T{IN4ON)-� T{IMON)- - -T{IMON)- - -T{IMpN)- � 1j 1Y{ • -:11:411.4°N1:- - T{IMON)- - T{IMON)- - -T{IMON)^ -T{IMON)- - T{Io - {�MON�- -Tf� T{IhfON)��T{IMON)- {I ) - TI\ \ 1,Z \ \ 6' \ \\ \\ — - '673T- _ T(M "- T(IM016) T fIMON) C7�isgL�w)_•-_ )- _ -T{ G T(IR10Nj- - -T{II�Ifk�1)=—\ \ ``\\ s T(M3 f0�(M� ( - T 7t�\ \-\ - '4-- �1,2� 1� — — — — — - - —672 31+00 i � � \ ► \ - - - ,� ,� :: • =fir _ -,�_ _ 3p •• _ = z .. _� T: - : --- - =_ T(MI110 665.88 IE 24"ADS 6.60(Y � ' � ' ! — — — — — 6,1g0 — — — e _ — — — 67_ _ �, � I s _xr/ \ \ / — � ...- i / I 1 .!3 9 —674 :i- 69 674• ., \ 6i13 674 - - —66 _ _ _ — — — 3 -667`V ^ry / ��/ i74/ / g-(5 / _ _ _ 673 s)2-_ BOX CULVERT 6•`� —...• !Ei ' - - - —0 672 sj3` , � �� \: 1ii— � — — — — _��6 -- 669- -, 1' J / a r 671 4` zs _ 1`L .11 1111 II 11 II Illliiiii lilt dill 1 `` '' _ - - - - - - - - -g1� —670— ---fir— — ---",...A a Sh 28+00 10' �_ 29+00 V —61 — — — — — —672— — TYgi ra�_ 673- - - - - - - - - - - - - _ _ _ lt = — -� .. � — - - - - - - - 674- - - - - - - - - - - - - - - - - _ - - - - - - 673 = ' sue — - - - - - - 674 -\____ - - - - - - -675- - - - - - - - - - - c6�� GRASS �� —676— — — 675- GRAVEL — _. GRAVEL EDGE,TYP. �6)9 N. ACC 'C'JOINT UNLESS \6��� \ ASPHALT EDGE, _ — - - 676— OTHERWISE NOTED CONCRETE RETAINING WALL -, WITH STEEL PIPE PEDESTRIAN 10'PCC TRAIL \ LANE STRIPE,TXP, t\) 1-11 HAND RAILING.SEE V SHEETS. A..., �? �...\ � _ 1 �J TRAIL PAVING PLAN - STA: 28+00 TO 31+00 �'' 1„ = 20' HP STA:28+50.15 LP STA:30+22.22 HP ELEV:678.19 LP ELEV:674.15 PVI STA:28+87.65 PVI STA:30+00.22 PVI ELEV:677.63 PVI ELEV:674.10 3 r AD:-0.02 r w co K:45.79 I AD:0.037 K:14.98 LI 75'VC "' °2 685 - to N 50'VC 685 a PROPOSED GRADE AT �° + If) . �! z -- TRAIL CENTERLINE— N U N W + m N Is- Q 0 ai m U N u i M W 680 -1.50% w m > 680 m r e m w ° — -314% fel 675 — EXISTING GRADE — 0.20% 675 _ _- __ ___ 1 - __ _._ __ _ _ _ _ _ -,i, __ __.? 670 PROPOSED ELEVATION \ -=---"� _ _____- 670 o_ ---76 < _ — �- EXISTING ELEVATION `- 66 o co rn o o o CO co o M -N N 0 65 rco r r a. 28+0028+00 TRAIL CL PROFILE CO 29+00 30+00 31+00 H: 1„ = 20' IV: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 PLAN AND PROFILE-STA 28+00 TO 31+00 SHEET NUMBER D.07 �1 �f1� I - \ �1 �� ,/ -�� 'E'JOINT WITH 1/2"SEALED EXPANSION.THICKNESS OF �--- 016,:i.I CURB RAMP AT STREET SHALL MATCH STREET THICKNESS. -RELOCATED(2)UTILITY GUY ANCHORSv - 6"STANDARD PCC CURB 'C'JOINT UNLESS SEE SUDAS DETAIL 7030.205. OUTSIDE OF TRAIL CLEAR ZONE(BY OTHERS). N. OTHERWISE NOTED CONTRACTOR TO COORDINATE. 0 10 20 co 1 - SCALE IN FEET \ — 10'PCC TRAIL PCC REPLACE STORM INTAKE TOP(SW-509)- v - ADJUST(LOWER 0.2'±)UTILITY HANDHOLE \ I (BY OTHERS).CONTRACTOR TO COORDINATE. G-T*tht@N)' - -TTIN40fV)-=—'T=(TI63ON}=�-T.iMON) - -T.IMON)- - T IIMON}---"fi{Ifi1DNf' - T{MM���,_ -T�IMONL-.=I�IC T.4MOF})•---T-{}M( }j'�- (Ih1QN)- - -T�iMON)- - — — _ ���\C� -1 — — — _ _ T)'i,. • kh: T{IMON) T�IMON)- -OTHERS:. T�I • -aaf IMON)-� -Tf T •, -_T{I V� )_�7'61A1�- .-_=TIMOd!)-=I#JMON)— _ 31+00 �`a 32+00 33+00me— k 11 - maw T - _ __ - - - - - ( - - - "")• ---T(M)• - - -T(M)- - - -T(M� _ _ - _ - - ' 674 - - - - - - - - - - - - - -674 676= �( T(M} - T{M}_=T(b1} T(M}_ T(M� `� —671 -- ' ._.-. — `_ — — - -669- - - - _ _ - ilsk-675-- _ _ - -- - - - - - - - - - - - - - - 669- - - - - 674 ' - f 874 -670- - - / l 673 673 - ,� (M} ` -T(M} _ _ -r(M`-. l _ion -670- - - - 672 673 673 - o_ 674 - - - - - - - - - - - - - - - - - - 672 -669- - - - - - - - -1Z. / - 26 0c 0 - 1 IiiT —tt ! '! '_ ititit 1ItliitIII , - - —°i1n -- - 670— - 0_- i �itititi ; tttt � 11111tii.littttii ! t . ; t ; t , � - - - - - - - - - - - - - - - -671- - - - - - - -"--CO —� _ - ` - - - � tilit � � i o: ltl 1 ! Il t ! ti . II114I ltltit II - - - -672- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -672- I _- _ _ _ _ _ _ - - - -673- - - - - - - - - - - - - - - - - - - - - - - -673- - - - - - - - ^ 674-`1. - - - - - - - - - - - - - - v - - - -674- - - - - - - - - -674- - - - - - - - - ` - - - - - -674 V - - - - -675- - -- `n 675,..-- - - - - GRASS -675- -n- 675 ) "-- EL -676- -� - - - - - - -= ti; _.:3 - - - - / ACC ADJUST(RAISE 2.5±)WATER VALVE ' ' - - - --676-- - - BOX(2)TO MATCH FINISHED GRADE y STORM SEWER.SEE M-SHEETS. � -`•`' ' � \ .. F r-- TRAIL PAVING PLAN - STA: 31+00 TO 34+00 1" = 20' " CV Cl) 6 N CV V + r- co Co co 5 CA U)LU ui...1 > 5 0_ 680 -- PROPOSED GRADE AT 680 z TRAIL CENTERLINE a z 5 675 1 0.20% A 675 a 0, 0 670 ___ EXISTING GRADE- - 670 0 N 665 - - 665 p PROPOSED ELEVATION c EXISTING ELEVATION 1_ 660 o o o - in o Ln o 0 o ,� 2 0 660 VLn O? c)co N M• •CV CV N CO N co N • N n M t C.0 N. CO C.000 CO CO CO COcoCO co Co PT _ 31+00 32+00 33+00 34+00 et: TRAIL CL PROFILE H: 1" = 20' IV: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 PLAN AND PROFILE-STA 31+00 TO 34+00 SHEET NUMBER D.08 / \ I INSTALL CROSSWALK,STOP LINE, \\ ?7° . WILLOW CREEK COURT / // / / \ / / / / TAND(2)PAVEMENT MARKINGS o 0 10 20 �k/ / / / _ — — \ \\ 8"PCC BASE ON 6"MODIFIED \ � ', / \ SUBBASE WITH 6"STANDARD CURB. L \ A OTHERWISE NOTED - a i Xo / s� rot f �0 _ --675 / / PEDESTRIAN PUSH BUTTON- 10'PCC TRAIL — �Q= — / =_ ` /1, — - T 671 r �S` 72' — — — rot 672Y6ft r _ IA�NL =I ? : T . _ T{IMON) 7 !nhONl — 6 V 34 00 - --Ill 35+00 — 6 i 12 — w IAIM12'�i4'- 2" 2"W- \6 0 \ �ro 6� ) ) 1Ih < \_ _ ____ ____ ,....,w, . )_ _ _ _ _ _ _ _ . .-- „„, ,,,,,„ , , 11 _ G - �% / / / I x K n - 671- - - - —` -CD-- - - - - — —672- - - - - - -- 6S ,ash � -1. 1 c; III 6732 - - - - - - - - - - - - — — - - - - - - - - `-6- - -674 - - 174 fJL-- - - / — \ I- - �, — — — — J 675 ► / 1/2"SEALED 674— V _ _ _ _ ___� _ EXPANSION JOINT i. 675_ ` - - - ` — — , .- -- - - - - - - - - - - - - - - - - -676- - - - - - - - - - - - - — 676 / m i } w ,;;L: - - - GRASS — - - — — — - ,, .77 GRAVEL EDGE,TYP. GRAVEL — ^ "a °�`/.` 67T— f,� ASPHALT EDGE,TYP. —� ACC _._ — -- _ / _ _ BT-3 — LANE STRIPE,TYP. -- — - STORM SEWER.SEE M-SHEETS. J -HMA OVERLAY(3"HMA SURFACE � __ _..___ --. REPLACE TRAFFIC SIGNAL HANDHOLE CLEAR OF TRAIL COURSE WITH 8"PCC BASE ON 6" PAVING.SEE N-SHEETS FOR NEW CONDUIT ALIGNMENTS. MODIFIED SUBBASE).SEE K-SHEETS. TRAIL PAVING PLAN - STA: 34+00 TO 37+00 I 1" = 20' HP STA:35+05.22 LP STA:35+93.00 "COtn CNo o ti CO .CO (O O CIHP ELEV:676.07 LP ELEV:675.39 ca ,- co co PVI STA:35+12.72 PVI STA:36+00.22 co o C+O COC CO+ co PVI ELEV:676.25 PVI ELEV:675.20 CO > "•>• "•> 9r 7 7 AD:0.03 cnw CO MI COW AD:-0.02 ill K:37.50 K:14.82 5 5 5 5 5 5 R 685 cc4 rn 75'VC N CV 0 N 50'VC N o a a O a CI_ 685 Ili CO CO It, a co- PROPOSED GRADE AT in co Z TRAIL CENTERLINE - + co co + ccoo + cco Z tii� to co�w� co v cam,v a 680 > m 0 w > m 0 - 680 o w o m W 2.17% n 0.25%.�-4�`37% 1.39%. �"l1 675.80% 1 T---�-- ---�� - . o - --- // ::: m 670 EXISTING GRADE- — — — — — — — a PROPOSED ELEVATION— EXISTING ELEVATION" -O 5 - .in U 66O M ... LC) LO tf) O O N O in COCON N �665 ti (D Co CO 0Ns. CO ^ CO co “D (p CD 1,- CD CO � CD cD (D es. ts Co 0c0 co co c0 c0 co 0 34+00 35+00 36+00 37+00 a TRAIL CL PROFILE H: 1° = 20' IV: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)—8I-52 PLAN AND PROFILE-STA 34+00 TO 37+00 SHEET NUMBER D.09 \ \© N. 6 6 ii / I�� V \\ s " \PEDESTRIAN PUSH BUTTON r < '4,� 0 \ 0 `� 10 20 N \ e� / 1111 // c / ADJUST BOX TO ISE 5.0'±)WATER VALVE ___ — _ \ s LE IN FEET \ 96 S \ MATCH FINISHED GRADE ��— 'RV JOINT \ �\ eo INSTALL CROSSWALK,STOP LINE, ye /- 4,°' — \° V \ `\ 7 \ 677 �r„� ��, /� 1 AND(2)PAVEMENT MARKINGS / — ^cb ` \ i e / / - o \ \ �1�� ice-s�� �1�' ,r C . \ \ / ,1„- -- Et u?....x ___,, 1,„. -:41411111# / q:. __ -- _ _ .... , 411* \ / 1 v oo / .. , \ 7. ---- , sisc, 0- / // ,<0/--- ' G>) 40 \ -112"SEALED , ^ �� i�61A \ \ \ \\ \ 00N) EXPANSION Ilk cn / ,0�--� i�g73 \ \ \ JOINT \� / / i \ \ \s ;'max \ REPLACE TRAFFIC SIGNAL HANDHOLE g"PCC ON 6"DEPTH MODIFIED + ���,• /• /////' �xoO I0N \\ 4 \ CLEAR OF TRAIL PAVING.SEE N SHEETS FOR NEW CONDUIT ALIGNMENTS. SUBBASE WITH 6"STANDARD ( /► // \6 -- \ \ • \o CURB.SEE K SHEETS. � \ 6 \ N �i P + + 6�16 \\\ �\ 676. \ \ \ \ HMA OVERLAY(3"HMA SURFACE COURSE N ' I � I \ \ 6� 6 N 674 \ �\ \ \\\ \ WITH 8"PCC BASE ON 6"MODIFIED SUBBASE). ,���1 Q \ 61 ��. \ \ \ \ SEE K-SHEETS. ;'� \ ' 61�` \ \ . 1/2"SEALED 1,4 I s\ C7 \ \ \ \ \ \ �' �� 6� 5� �43 'C'JOINT UNLESS- EXPANSION JOINT \O 'cam s ,� \ e, \ \ g72� OTHERWISE NOTED \ \ \ L \ \ \ A v A V A III. \ \ 07 \ \ \ \ \ \ : REPLACE TRAFFIC SIGNAL HANDHOLE CLEAR OF TRAIL \\ \ \^`O \^� \ 6> \\ STORM SEWER. \\\ \ \\ \ PAVING.SEE N SHEETS FOR NEW CONDUIT ALIGNMENTS. \s� \\ \ co ^� \72 \ SEE M-SHEETS. \ \\\ \ \ \\ PEDESTRIAN PUSH BUTTON— ' \ �� co ^�i� \N \ \ \\ \ \ 10'PCC TRAIL— \ �\ �Q•. \ T TRAIL PAVING PLAN - STA: 37+00 TO 39+00 1" = 20' 11: in 03 CO O V N incV 0 O cocoCO CO in CO co + N + N + - + I-CO I� CO coCO + C'7 M • 07 co CO CO F- J F-J 1- —I —1 F—J cnw cnw cow cnw lli cn w LI 685 as as a_a_ as 0_�lz 685 a PROPOSED GRADE AT a Z TRAIL CENTERLINE 1.88% - - -_- -.a -- --_ 680 O 1.83% 5;�8o/ 0.50% / o _ ,� 3 675 _ _ — 675 o m 670 —�t ------- EXISTING GRADE—-- 670 PROPOSED ELEVATION -------------------------- _________________ EXISTING ELEVATION 665 1 665 ` CO co �j to Cp O COUp CN LO V O) co co OD IN. N. F. 37+00 38+00 39+00 a TRAIL CL PROFILE H: 1" = 20' IV: 1" = 5' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 PLAN AND PROFILE-STA 37+00 TO 39+00 SHEET NUMBER D.10 1 0)..). // I 1( ti \R�\ �i� i f.0 0 100 200 I _ i ' ....... ,� i' - \\`` ice/ I '\` _AY- I �� SCALE IN FEET 'a i \ :�I I r,.- \\,,yam- , ,- i 1 �' 1 \ t I 1 \ 10+00- 11+4g 12+ . -1' -r 00 13+pp 1 �.J t \ •\ \ j _--39+00-- L1 C1 L2C2 - �p 0 -i- - -"- - - C ' Tom"- 15+pp 17+ J-•-- , - - - -- �. CP-12 -_ -�__ � +00 00 �27+ 30+00 31+00 32+00 C _g33+00 34+00 35+00 o C20 l3 ' 7u I 18+p0 19+00 �q+ 0- 21+00 __ 22+00' 23+00 24+00--'--25+00--26+00- '00 I I +- N 4 C4 f- -1- -+ t- I T I I I ( 28+00 2g+00 C16- L17 -------- /`3 00 I 37100 m C3 L L5 -- -------- L15 CP-11 C5 1-6 C6 L7 C7 L8 C8 L9 C9 L10 C10 61 L11 C11 L 2C1 13<7.1 I /�\6 C17�7g �__ _ I'4a .-19 CP-10 C14 CP_9 C15 C18 L19 ,'CP-7 -STA 10+00 STA 39+00 BEGIN ALIGNMENT END ALIGNMENT N: 602,096.66 N: 604,396.07 E:2,169,346.11 E: 2,170,937.26 TRAIL CENTERLINE ALIGNMENT SEGMENT TABLE TRAIL CENTERLINE ALIGNMENT SEGMENT TABLE SURVEY CONTROL POINT TABLE SEGMENT# LENGTH RADIUS LINE/CHORD DIRECTION DELTA(A) START POINT END POINT SEGMENT# LENGTH RADIUS LINE/CHORD DIRECTION DELTA(A) START POINT END POINT POINT# NORTHING EASTING ELEVATION DESCRIPTION N=602099.28 N=602142.86 N=603318.12 N=603353.98 L1 56.03' N38°56'47.28"E E=2169342.18 E=2169377.41 C 11 40.02' 120.00' N25°50'11.64"E 19°06'34.93" E=2170297.68 E=2170315.04 CP-7 604288.32 2170996.84 676.62 IRON ROD WITH CONTROL CAP N=602142.86 N=602161.06 N=603353.98 N=603365.38 C1 21.92' 120.00' N33°42'51.37"E 10°27'51.82" E=2169377.41 E=2169389.55 L12 11.88' S16°16'54.18"W E=2170315.04 E=2170318.37 CP-8 603914.81 2170674.02 674.68 CUT'X'ON INTAKE N=602161.06 N=602184.41 N=603365.38 N=603399.76 L2 26.57' N26°28'55.46"E E=2169389.55 E=2169402.22 C12 38.23' 120.00' N25°24'26.84"E 18°15'05.32" E=2170318.37 E=2170334.70 CP-9 603535.76 2170473.56 677.97 IRON ROD WITH CONTROL CAP 1, C2 31.94' 120.00' N36°06'27.11"E 15°15'03.30" E=2169402.22 E=2169420.99 L13 37.34' N34°31'59.50"E E=2170334.70 E=2170355.87 CP-10 603157.27 2170209.23 693.53 IRON ROD WITH CONTROL CAP N=602210.14 N=602520.57 N=603430.52 N=603470.06 • - L3 429.62' N43°43'58.76"E E=2169420.99 E=2169717.99 C13 61.06' 120.00' N49°06'37.85"E 29°09'16.70" E=2170355.87 E=2170401.53 CP-11 602628.06 2169820.72 714.14 IRON ROD WITH CONTROL CAP N=602520.57 N=602547.56 N=603470.06 N=603470.19 C3 33.36' 120.00' N35°46'06.76"E 15°55'43.99" E=2169717.99 E=2169737.43 114 0.28' N63°41'16.20"E E=2170401.53 E=2170401.78 CP-12 601978 30 2169284.63 725.49 IRON ROD WITH CONTROL CAP • L4 24.89' N27°48'14.77"E . . . . N=602547.56 N=602569.57 C14 5835' 12000' N49°45'3081"E 27°51'3077" N=603470.19 N=603507.51 E=2169737.43 E=2169749.03 E=2170401.78 E=2170445.88 • C4 28.36' 120.00' N34°34'24.78"E 13°32'20.02" . ° . " N=602569.57 N=602592.86 L15 7739' S35 49'4542W N=603507.51 N=603570.25 E=2169749.03 E=2169765.09 E=2170445.88 E=2170491.19 L5 197.16' N41°20'34.79"E . . . . N=602592.86 N=602740.88 C15 6413' 12000' N20°31'1132"E 30°37'0822" N=603570.25 N=603629.60 E=2169765.09 E=2169895.32 E=2170491.19 E=2170513.40 cn 3 C5 31.40' 120.00' N33°50'51.17"E 14°59'27.23" N=602740.88 N=602766.88 L16 18.57' N05°12'37.21"E N=603629.60 N=603648.09 v Z - O N=602766.88 N=602783.38 N=603648.09 N=603706.58 P. L6 18.42' N26°21'07.55"E E=2169912.76 E=2169920.93 C16 63.07' 120.00' N20°16'02.11"E 30°06'49.81" E=2170515.08 E=2170536.68 2 cc N=602783.38 N=602808.54 N=603706.58 N=604098.45 O C6 30.27' 120.00' N33°34'45.84"E 14°27'16.56" E=2169920.93 E=2169937.63 L17 480.30' N35°19'27.02"E E=2170536.68 E=2170814.39 z } > L7 50.09' N40°48'24.12"E E=2169937.63 E=2169970.37 C17 44.32' 120.00' N45°54'20.60"E 21°09'47.16" E=2170814.39 E=2170846.04 D N=602846.45 N=602858.81 N=604129.12 N=604148.37 co C7 15.50' 120.00' N37°06'18.90"E 7°24'10.43" L18 34.86' N56°29'14.18"E E=2169970.37 E=2169979.72 E=2170846.04 E=2170875.11 q •w LS 112.53' N33°24'13.69"E E=2169979.72 E=2170041.67 C18 46.24' 120.00' N45°26'54.05"E 22°04'40.26" E=2170875.11 E=2170907.85 rn c 3 Es C8 11.17' 120.00' N36°04'11.17"E 5°19'54.97" E=2170041.67 E=2170048.24 L19 121.91' N34°24'33.92"E E=2170907.85 E=2170976.75 O a L9 62.38' N38°44'08.66"E N=602961.78 N=603010.44 019 23.24' 15.00' N09°58'08.64"W 88°45'25.13" N=604281.18 N=604301.85 m E=2170048.24 E=2170087.27 E=2170976.75 E=2170973.11 d _ C9 14.71' 120.00' N35°13'29.67"E 7°01'17.97" N=603010.44 N=603022.44 L20 45.92' N54°20'51.20"W N=604301.85 N=604328.61 17 E=2170087.27 E=2170095.75 E=2170973.11 E=2170935.80 oo N L10 99.55' N31°42'50.69"E N=603022.44 N=603107.13 C20 68.62' 40.00' N05°12'01.40"W 98°17'39.60" N=604328.61 N=604388.87 co E=2170095.75 E=2170148.08 E=2170935.80 E=2170930.32 (j N=603107.13 N=603113.54 N=604388.87 N=604395.91 H 010 7.70' 120.00' N33°33'09.90"E 3°40'38.42' E=2170148.08 E=2170152.34 L21 9.78' N43°56'48.40"E E=2170930.32 E=2170937.11 U o N=603113.54 N=603318.12 a L11 250.95' N35°23'29.11"E E=2170152.34 E=2170297.68 d S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 SURVEY SHEET SHEET NUMBER G.01 11 2440 MORMON TREK BLVD /z PROPERTY LINE 1 lb Ii ARCHLAND PROPERTY I LLC ,'� / I mI I J'/ / 0 20 40 / 1640 HIGHWAY 1 W I M _ _ CITY OF IOWA CITY-AIRPORT COMMISSION SCALE IN FEET I I R.O.W. - - - EAT!? - —T— - - - R.o.w. - - _ _ II - - \ TRUST F/B/O PATRICIA WADE II I— —R.O.W. - —f— - Z .woo12+00 13+pp - _� 14+00 c 10 00 _ - -f--- I I - I - - 111 HIGHWAY 1 HIGHWAY 1 HIGHWAY 1 TRAIL- R.O.W. AND EASEMENT LAYOUT - STA: 10+00 TO 16+00 1" = 40' I I I PROPERTY LINE - 1—R.O.W.- - - J 1600 HIGHWAY 1 W CITY OF IOWA CITY - - AMH HOLDINGS LLC l O R.O.W.ROW•' _ _ �� 17+pp 16+00 _ 21+00 22+00 _ �� _ � - - I-- _ 18+00 19+00 20+00 1- - - I - +- - - ( 1 HIGHWAY 1 HIGHWAY 1 HIGHWAY 1 TRAIL- R.O.W. AND EASEMENT LAYOUT - STA: 16+00 TO 22+00 p 1" = 40' I -PROPERTY LINE I 1506 HIGHWAY 1 W R.c W r N BARKER DEVELOPMENT CO 1518 HIGHWAY 1 W i R.O.W.- - - - W 1600 HIGHWAY 1 W * BARKER DEVELOPMENT CO I _ - a AMH HOLDINGS LLC I I o l'I• 3 I _ —� . O R.O.W. -I - - - - - - R.O.W. - - - o R.O.W•— x 1, _ _ -- 27+00 I 26+00 _ —1— \ m 1 23+00 24+00 25+00 - m - — / a 28+00 8 HIGHWAY 1 1 n: HIGHWAY 1 TRAIL- R.O.W. AND EASEMENT LAYOUT -STA: 22+00 TO 28+00 1" = 40' S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 R.O.W.AND EASEMENT LAYOUT-STA 10+00 TO 28+00 SHEET NUMBER H.01 \ PROPERTY LINE \ \ \ \ do \ \ PROPERTY LINE o < •o \ �y�y 1506 HIGHWAY 1 W 1438 WILLOW CREEK CT \ 0 20 40 BARKER \ FOUNTAIN, CHRISTOPHER R 1402 WILLOW CREEK CT GL :• CO I 1420 WILLOW CREEK CT \ STIMMEL PROPERTIES LLC C� \ • SCALE IN FEET DEVELOPMENT \ DREUSICKE PROPERTIES LLCI 'A� - R.O.W. - R.O.W.- \ - - --Ai-R.O.W.- - - - - - - - - R.O.W.- �-r -R.O.W.- - - Q^ - -R.O.W.- - WILLOW CREEK CT WILLOW CREEK CT 31+00 32+00 I I V 30+00 — — — — — 33+00 y \ g+0 / 28+00 HIGHWAY 1 HIGHWAY 1 HIGHWAY 1 TRAIL- R.O.W. AND EASEMENT LAYOUT - STA: 28+00 TO 33+00 1" = 40' \ \ ,, ..7 LL__ \ \ , e° CREEK —R 6. .o.W,_ _ _ _ ------__--T ,,,,,,,...0 \,\I %po .o \\ 1410 WILLOW CREEK DR / ss+oo ►�� " �� `? `\ CASEY S MARKETING COMPANY aly \ l2 \ off' - --R.O.W. / W_ _ — � �,; O ^I_ / z �`0 "l'-' i m WILLOW CREEK CT Q ❑ + t 3 I I 34+00 35+00 w 03 03 CoT I - i= 33+00 y\ C U) • \ 3 00 illi S m t N c isis HIGHWAY 1 V HIGHWAY 1 .o a` HIGHWAY 1 TRAIL- R.O.W. AND EASEMENT LAYOUT - STA: 33+00 TO 39+00 1" = 40' S-H PROJECT NO.1181210 SHIVE—HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP—U-3715(665)-81-52 R.O.W.AND EASEMENT LAYOUT-STA 28+00 TO 39+00 SHEET NUMBER H.02 — CITY OF IOWA CITY AIRPORT COMMISSION PARCEL IS AVAILABLE FOR USE BY CONTRACTOR FOR STORAGE OF MATERIALS AND SOIL STOCKPILE. _ „ STOCKPILED MATERIAL AND SOILS MAY NOT EXCEED 10 FT IN HEIGHT ABOVE EXISTING GROUND.ACCESS ONLY THROUGH PUBLIC a RIGHT-OF-WAY. CONTRACTOR TO RESTORE ALL DISTURBED AREA TO MAINTAIN PEDESTRAIN TRAFFIC. INSTALL AND MAINTAIN DRUMS AND/OR DELINEATORS ALONG „1 ,i 1 PRE-CONSTRUCTION CONDITIONS AT THE COMPLETION OF THE PROJECT. EDGE OF EXISTING TRAIL(10'O.C.)FOR ALL WORK WITHIN 10'OF THE EXISTING TRAIL. — *.. : lika n ` 0, I I I z = ' { s �; i 1 ! 1�'� A� s �,' ma's it, 1 I ,j 1 \ co 10,- ,y • STAGE A \ V T F- I ; , L 0 / ' i 11 39+00 '� — — 15+ J _.:/ 00 STAGE B ! I I 111 1 ` STAGE C �,, m II ' • m � _ _ — -i— \ I 20+00 25+00 1 +gyp+0o 1 35+ i STAGE D II �� — — — - �� *fa ��_�� �� �. - �.),_ t= WFLLOW CREEK CT S1_ (� 1 o — — — _ _ r --- -_----------------- - -:;��VIM - ——— - _ _ HIGHWAY 1 —♦�" / -=_, \ \ f HIGHWAY 1 ,. / \ / N r en `, � tip 1i 'i I1lTliii1t TUiii.la }� d 5 j R r- ri W ti __ CA —MORMON TREK BOULEVARD SIGNALS: 1600'S HWY 1 DRIVEWAY: 1500'S HWY 1 DRIVEWAY: SEE N.05 NOTES FOR RESTRICTIONS PAVE HALF AT A TIME. PAVE IN ENTIRETY. PROVIDE SUNSET STREET PAVEMENT: o SEE J.03 20'WIDE TEMPORARY GRAVEL PAVE ONE SIDE AT A TIME DRIVE TO THE EAST OF SEE J.05-J.06 EXISTING DRIVE CONNECTING 1 TO EXISTING GRAVEL DRIVE SUNSET STREET SIGNALS: /74 WITHIN R.O.W. SIGNAL OUTAGE UP TO SEE J.04 72 HR DURATION. .�.'s. i SEE J.07-J.08 — 0 e IVIZI TRAFFIC CONTROL AND STAGING SCALE IN FEET a. S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 STAGING PLAN l SHEET NUMBER J.01 TRAFFIC CONTROL-GENERAL NOTES 1. ONLY MAJOR STAGES OF CONSTRUCTION ARE SHOWN IN THE STAGING AND TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL SUBMIT A WORK SCHEDULE AT THE PRE-CONSTRUCTION MEETING CONTAINING TARGET DATES FOR CRITICAL ITEMS AND ESTIMATED DATES FOR THE VARIOUS TRAFFIC CONTROL STAGING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DETAILED TRAFFIC CONTROL PLANS FOR ANY OTHER STAGES THAT MAY BE REQUIRED. CHANGES TO STAGING PLAN MUST BE APPROVED BY ENGINEER. 2. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND WORK SITE SAFETY. TRAFFIC CONTROL ON THIS PROJECT SHALL BE IN ACCORDANCE WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS,OR THE IOWA DOT STANDARD ROAD PLANS TC SERIES DETAILS REFERENCED FOR OTHER MINOR OR INCIDENTAL WORK THAT DOES NOT SPECIFICALLY FALL WITHIN THE TRAFFIC CONTROL STAGING DETAIL PROVIDED. TRAFFIC CONTROL DEVICES,PROCEDURES,AND LAYOUTS SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS,AS ADOPTED BY THE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE(IAC),CHAPTER 130. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED,ERECTED,MAINTAINED AND REMOVED BY THE CONTRACTOR. REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. EXISTING ROADWAY SIGNS WHOSE MESSAGE CONFLICTS WITH PROJECT SIGNING SHALL BE COVERED FOR THE DURATION OF THE CONFLICT(INCIDENTAL TO TRAFFIC CONTROL). 4. ALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY SYMBOLS SHALL BE REMOVABLE MARKING TAPE. ALL PERMANENT SIGNING AND STRIPING SHALL BE PLACED BEFORE ROADWAYS ARE OPEN TO TRAFFIC,UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL BUSINESSES AND RESIDENCES AT ALL TIMES DURING CONSTRUCTION. 6. CONTRACTOR SHALL ADD"ROAD WORK AHEAD"SIGNS ON ALL ROADS THAT INTERSECT THE PROJECT. PLACEMENT SHALL CONFORM TO IOWA DOT STANDARD ROAD PLANS TC SERIES. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING PAVEMENT MARKINGS IF SUCH MARKINGS ARE TO ULTIMATELY BE REMOVED,AND THE TIMING IS SUCH THAT THOSE MARKINGS ARE NO LONGER NEEDED FOR SAFE TRAFFIC OPERATION DURING SUBSEQUENT PHASES. 8. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CITY OF IOWA CITY AT LEAST 1 WEEK IN ADVANCE OF INITIATING TRAFFIC CONTROL STAGING AND SUBSEQUENT TRANSITIONS BETWEEN STAGES. THE CITY WILL ISSUE PUBLIC NOTICES REGARDING THE CHANGES IN TRAFFIC CONTROL. . 9. ROADWAY STATIONING REFERRED TO IN THE STAGING NOTES IS APPROXIMATE. 10. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE MUTCD AND THE IOWA DOT STANDARD ROAD PLANS TC SERIES. IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED,THE SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE. 11. THE CONTRACTOR MAY BE REQUIRED OR DIRECTED BY THE ENGINEER OR THE CITY TO PLACE TEMPORARY WARNING DEVICES AND SAFETY FENCE AT CERTAIN LOCATIONS WHERE REPLACEMENT FEATURES ARE NOT INSTALLED THE SAME DAY. THIS WILL BE INCIDENTAL TO THE TRAFFIC CONTROL BID ITEM. 12. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON-WORKING HOURS SHALL BE AS APPROVED BY THE ENGINEER. IT IS NOT THE INTENT TO CONFINE THE CONTRACTOR'S ACTIVITIES TO THE AREAS OF SUGGESTED STAGES ALONE. IT IS UNDERSTOOD THAT SOME OF THE VARIOUS STEPS,THOUGH POSSIBLY LISTED IN NUMERICAL ORDER,MAY OCCUR SIMULTANEOUSLY. THE CONTRACTOR MAY CONDUCT SEVERAL OPERATIONS CONCURRENTLY,PROVIDED THAT TRAFFIC IS MAINTAINED AND APPROVAL HAS BEEN GIVEN BY THE PROJECT ENGINEER. TRAFFIC CONTROL-STAGING NOTES 1. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CITY OF IOWA CITY AT LEAST 1-WEEK IN ADVANCE OF INITIATING TRAFFIC CONTROL STAGING AND SUBSEQUENT TRANSITIONS BETWEEN STAGES. THE CITY WILL ISSUE PUBLIC NOTICES REGARDING THE CHANGES IN TRAFFIC CONTROL. 2. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AT LEAST 48-HOURS IN ADVANCE ANY CHANGES TO TRAFFIC CONTROL THAT WILL IMPACT TRAFFIC AT THE SUNSET STREET AND HIGHWAY 1 INTERSECTION. ADJUSTMENT OF THE VIDEO DETECTION DEVICES IS REQUIRED TO MAINTAIN FUNCTIONALITY OF THE TRAFFIC SIGNAL SYSTEM. 3. UNLESS APPROVED ROAD CLOSURES ARE IN PLACE,OR FLAGGERS ARE BEING USED(PER DESCRIPTION BELOW),THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC ON ALL ROADWAYS AND DRIVEWAYS DURING ALL STAGES OF THE PROJECT. 4. DROP-OFFS ADJACENT TO TRAFFIC GREATER THAN A NOMINAL 4 INCHES ARE NOT ALLOWED DURING NON-WORKING HOURS. A GRANULAR SHOULDER FILLET SHALL BE PLACED AT A WIDTH OF SIX TIMES THE THICKNESS OF THE DROP-OFF. FURNISHING,PLACING,MAINTAINING AND REMOVING TEMPORARY FILLETS TO ADDRESS DROP-OFFS IS INCIDENTAL. 5. MATERIAL FOR TEMPORARY GRANULAR SURFACING SHALL BE AT A DEPTH OF 6-INCHES,COMPACTED TO 95%STANDARD PROCTOR DENSITY. rn 0 O CC H Z 0 0 U U- tl 0 y m C l0 a lV m d a, n N Ul O a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 STAGING NOTES SHEET NUMBER J.02 I I REFER TO TC-402. I � I (SPEED LIMIT 50 MPH) a____ I ,� TEMPORARY GRANULAR SURFACING TO --- ROAD R II _�Ilk NIk_� R'p.W MAINTAIN MINIMUM 20'WIDE ACCESS. i END I - I GRADES NOT TO EXCEED 7%. _ � R•p•W WORK I TYPE III BARRICADE . 4 +11 (TYP;QTY=2) ,�, 0 W - I _ _ 700, G20 2A I "" �� N t 48"X 24" I " "♦ - — -R O.W.- -_ 1+11 — 11-+------:AWH02ER0K.. Z kte(TYP;QTY=2) `• I g - - ` R +11 �� ®_ _, i11 I / _ RO.W.----- — . I-- 20 - - +11 +1/ I � �"MIN. _,� 200 _ SECTION OF 7"PCC DRIVEWAY f �''. .� • TO BE CONSTRUCTED A • ) •_--J DRUMS AT 10'SPACING 42"CHANNELIZER,TYP. 48"X 48" ��; TRAIL NOT TO BE PAVED UNTIL AFTER (TYP,QTY=2) '.•-� d DRIVEWAY PAVING IS COMPLETE 'r" TEMPORARY STOP SIGN INSTALLATION TRAFFIC CONTROL- 1600'S HIGHWAY 1 DRIVEWAY: PHASE 1 I I I REFER TO TC-402. I -______,___ I _'T (SPEED LIMIT 50 MPH) I I =___= W SECTION OF 7"PCC DRIVEWAY — __�R� I r�= R p TO BE CONSTRUCTED —_ END 1 i R.p.W. ROAD WORK I __TYPE III BARRICADE p�J 110 -- G20-2A I (TYP;QTY=2) f - - O 48"X 24" I tx �°' (TY .-i, P;QTY=21. tw DRUMS AT10'SPACING 1 �� 3' \ cc •A.s, _ 1 _ ______\___ _ ___________----\ __ \_ — ,. 700, Z o R.O.W.-----_ I RO N ' +11 �' _ ®�� :+11 / �_ �f _ / 200' .__ r • Ans • W I - • > • x 0 - -_ �-°19 • _c\ ROAD _ WORK •-_ AHEAD 0 • -"- W20-1 0 42"CHANNELIZER,TYP. 48"X 48" n TRAIL NOT TO BE PAVED UNTIL AFTER (TYP'QTY=2) do N A DRIVEWAY PAVING IS COMPLETE 0,),,s,b" TEMPORARY STOP SIGN INSTALLATION 0 20 40 Ti; 15) o / SCALE IN FEET CL El: TRAFFIC CONTROL- 1600'S HIGHWAY 1 DRIVEWAY: PHASE 2 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 1600 DRIVEWAY PHASING AND TRAFFIC CONTROL SHEET NUMBER J.03 ,..2 CJ c:" jj •-•-.. T 1 ,.. ..._ , — -RO.W. — — _ ----)— — R.O.W. — — — R.O.W.- — \ ,,,,,,,....„.,„ ,,, .,.,,,.,,,___ `® \ TYPE III BARRICADE TEMPORARY GRANULAR SURFACING. (TYP;QTY=2) N \l ;� �; TO EXCEED 7%.GRADES NOT 1 _ — R.O.W. •- �® `�."���•�. .� ® :���,��*. ���. TRAIL.NOT TO BE PAVED UNTIL AFTER ,� ."� 4 ��1,re fit-46v. DRIVEWAY PAVING IS COMPLET + 31+00 32+00 • .+S% - , 3 �A. TEMPORARY STOP SIGN INSTALLATION NI,: -02 y�: - REFER TO TC-402. :\,yrz,,, al 4411%., AM (SPEED LIMIT 50 MPH) Nifitir., .. -.4,-./. ', V . - �Ca�.�• l. 200' /� ��e/fir :`m® .q.- 0, ,911"CI -- _ V 700' • ® ® 0 ®® ® ® ® ----- • • • - cl DRUMS AT 10'SPACING 42"CHANNELIZER,TYP. ROAD WORK AHEAD END ROAD WORK W20-1 ( ,:1'. 1::1P� 3 G20-2A 48"X 48" y z 48"X 24" (TYP;QTY=2) 0 10 20 a (TYP;QTY=2) 155151 a SCALE IN FEET 5 TRAFFIC CONTROL- 1500'S HIGHWAY 1 DRIVEWAY W 0 0 3 m 9, m 0 'o N U N U N S a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 1500 DRIVEWAY PHASING AND TRAFFIC CONTROL SHEET NUMBER J.04 ' I I —a— I I 1 ROAD I WORK AHEAD I O I I �- 1 I 1 I I I I I I I -IGHT UN I I CLOSED I I AHEAp I If..LTh! I I W20-5R 1 \ 1 - 48"X 48" 1 1 0 (TYP;QTY=1) I \ REFER TO TC-418. I I \ (SPEED LIMIT 25 MPH) j 1 \ I _ ft I I I I S u gols-&----Li----------TR-074:------------_____ 1 ;,) I i W4-2R ' \----------" ' �'� p l48"X 48" w a ' �Oy1• / �1 (TYP;QTY=1) . _ f a , CtI 01 w W1 \ •Itiamer . i saii+O*0 •• Q �` f1 ••••• •• 1- ® I • `LI w ARROW B- -_BOARD w Ir <44 L 111 I • I REFER TO TC 402. (SPEED LIMIT 50 MPH) ® + — ID .. o W20-1 z e ®I 48"X 48" z �� - 37+0 ip I�� (TYP;QTY=3) r:"Ami 200' o - _ O OI 0. .1 C ca m a ,f m `I END DRUMS AT 10'SPACING ROAD WORK 42"CHANNELIZER,TYP. dOP,,,,s, o G20 2A <)--4. 0 20 40 4.1 48"X24" o (TYP;QTY=2) SCALE IN FEET a_ a TRAFFIC CONTROL-SUNSET STREET: PHASE 1 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(685)-81-52 SUNSET ST PHASE 1 TRAFFIC CONTROL SHEET NUMBER J.05 I o I i \ 1 cr 1 I L.. 0- i I"ice o ti----------- _____ • Sal / ***A i r II lin441, q. v REFER TO TC-402. 1 END (SPEED LIMIT 50 MPH) .. Pf4D WORK + G20-2A , " I 48"X 24" ROAD , WORK ., _ " II (TYP;QTY=3) AHEAD ' I i w2o-� \ + ANN ®i'— / 48"X 48" �/— _ I _ �.. (TYP;QTY=3) cl ENO ROAD WORK DRUMS AT 10'SPACING 42"CHANNELIZER,TYP. I d o--F► z 7) a I a a 3 w a 0 0 3 rn c m 0 N ' a R d M ROAD 6 WORK 1, C7.1AHEAD .20 jy -3 �- 0 20 40 .1 meisizi r SCALE IN FEET a TRAFFIC CONTROL- SUNSET STREET: PHASE 2 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 SUNSET ST PHASE 2 AND TRAFFIC CONTROL SHEET NUMBER J.06 TRAFFIC CONTROL DURING SUNSET STREET SIGNAL OUTAGE 1. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CITY OF IOWA CITY AT LEAST 1-WEEK IN ADVANCE OF INITIATING TRAFFIC CONTROL STAGING AND SUBSEQUENT TRANSITIONS BETWEEN STAGES. THE CITY WILL ISSUE PUBLIC NOTICES REGARDING THE CHANGES IN TRAFFIC CONTROL. 2. A SIGNAL OUTAGE AT THE INTERSECTION OF SUNSET STREET AND HIGHWAY 1 IS EXPECTED FOR COMPLETING NEW WORK ASSOCIATED WITH REWIRING THE SIGNAL. THE SIGNAL OUTAGE MAY NOT EXCEED 72 HOURS MAXIMUM. THE SIGNAL OUTAGE SHALL BEGIN ON A FRIDAY AND BE COMPLETE BY THE FOLLOWING MONDAY MORNING. 3. IT IS EXPECTED THAT THE CONTRACTOR WILL HAVE ALL THE NEW CONDUIT,PATHWAYS,HANDHOLES,AND OTHER CRITICAL TRAFFIC CONTROLLER INFRASTRUCTURE INSTALLED AND IN PLACE TO MINIMIZE THE DURATION OF THE SIGNAL SHUT DOWN PERIOD. 5. THERE IS A BID ITEM FOR FLAGGERS ON THIS PROJECT. THE CONTRACTOR SHALL USE FLAGGERS(STANDARD ROAD PLAN TC-451)DURING DAYTIME HOURS BETWEEN 6:30 A.M.AND 6:30 P.M.DURING THE SIGNAL OUTAGE. OUTSIDE OF DAYTIME HOURS,THE CONTRACTOR MAY INSTALL TRAFFIC CONTROL AS SHOWN ON J.07-J.08 IN LIEU OF FLAGGERS.LANE CLOSURE TRAFFIC CONTROL SHALL BE REMOVED DURING DAYTIME HOURS WHEN FLAGGERS ARE BEING USED. , % A. . I RIGHT LAN CLOSED - AHEAD 11 O W20-5 ,- END REFER TO J.08 FOR INTERSECTION ` -1`, " 48"x48" W4-2M DETAILS,INCLUDING TEMPORARY STOP t �` �„ . r: 48"x48" t ` ROAD WORK SIGNS ..� c2azA • • ••••• 550' 550' 630' 400' — 48"x24" 400 •• 1 r• TAPER LANE f CLOSED Q 1 LANE TAPER ARRow BOARD MERGE CLOSED �Op� W42 ROAD II ) 48"x48" WORK - — — ' — — - — END OO, RIGHT LAN AHEAD MERGE •�•••••• ROAD WORK CLOSED AHEAs W20-5 • G20-2A 48"x24" W20-5 48"x48" ARROW BOARD n 48"x48" \--W<:-2 48"x48" 4-2M �Q, W ROAD 48"x48" WORK 3 REFER TO TC-418. AHEAD (SPEED LIMIT 50 MPH) O ty W205 0 48"x48" U U c 11 "s., F , n O -, c. '3 Co 6 y Co .0 Co d a, fl 0 2 u ���y Co 0 250 500 V Peil • SUNSET SIGNAL OUTAGE SCALE IN FEET a a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 SUNSET SIGNAL OUTAGE SHEET NUMBER J.07 F �t $., � a s , - - \ r f r ' ~+fi 1 afff ', .:� ' P: *'t .. f' R tom,' .`+ ° 4 TEMPORARY STOP SIGNS AT SUNSET INTERSECTION ` 1. INSTALL STOP SIGNS WITH TWO RED FLAG ATTACHMENTS AND VERTICAL RETROREFELECTI STRIP(RED COLOR)ON SIGN POST. k STOP 4 t R1-1 ,.. 30"x30" / } , STOP t ,. . a •gym -J I j S S�R1-1 %% * tit r i i 1- '.' `. >..- 36"x36" , ."1 _ f- . cl ~ H c .., /ID i ti H t cc :36. t 1 t R1-1 _', _-_.,.. r .x 2/ `7; tR_.: ,�.,;>°* ._- '� r 30"x30" = -Fin = * its ' . -.�' j*a*� S -v. , • y �Tti 0 30 60 s SUNSET SIGNAL OUTAGE SCALE IN FEET a a S-H PROJECT NO.1181210 1 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 SUNSET SIGNAL OUTAGE SHEET NUMBER J.08 o 0),.s, I / - STA:26+62.63-15.95'LT 0 :FEET ELI -R.OW SCALE ..------\ IaiE I ELEVATION=7679 60LT I STA:26+80.63-15.92'LT I x 4. ELEVATION=679.22 BROW• 1,---R•O•W' STA:26+44.63-15.97'LT o 38.0�r STA:17+50.59-5.00'RT ELEVATION=679.04 t 3STA:26+83.51-4.86'LT . / ELEVATION=714.46 ...11L O. ' ° ELEVATION=679.65 • ‘7' -• A STA:17+49.86-5.00'LT I �- I th >Irilk-'-' 27+00 ELEVATION=714.61 STA:17+73.56-15.72'LT_-__--- STA:26+47.56-4.97'LT Grp 1 ELEVATION=714.23 ELEVATION=679.54 - a a �o_ STA:17+15.72-14.00'LT i ELEVATION=716.01 57.86' / 11----------- 5,741, - e v- --S � . li STA:26+86.44-5.11'RT STA:17+20.84-5.00'LT o ° o STA:17+69.14-5.00'LT ` ELEVATION=679.81 iv ELEVATION=714.10 • ELEVATION=715.38 a' d ° r • v 0 ' STA:26+50.22-5.04'RT 17+00 0 �� v • b 18+00 ELEVATION=679.70 STA:26+68.24-5.11'RT w o - �- _ ELEVATION 679.75 �� - N. ---, r ° v STA:26+55.47-26.54'RT . -t C-. ELEVATION=681.31 STA:26+96.13-25.1 ZRT---- _.:� X o ° o Co • • R30.00' STA:17+67.61-5.00'RT \ ELEVATION=680.88_ - ..� R30.00' y� ° ELEVATION=714.00 �( g•0- o Ilk ° o iv -. STA:17+24.00-5.00'RT • `v TYP• ELEVATION=715.16 STA:17+71.89-19.93'RT o oo, _ co ELEVATION=713.50 • . h' ---1-'-` STA:17+20.70-23.05'RT 10.00' p N iiiit oa > �� STA:27+41.47-34.41'RT ELEVATION=714.34 VP. Ig i� - ���INIS _o� oo > E(NATION=680.97 82.41' STA:26+73.94-26.5TRT ') STA:17+74.85-25.94'RT ELEVATION=681.10 C.-1 111111111111111 ELEVATION=713.46 - �-' 58.00 STA:26+37.82-43.56'RT i` • 1 ELEVATION=683.33 STA:17+61.79-22.08'RT STA:17+17.65-29.73'RT ELEVATION=713.67 ELEVATION=714.39 STA:17+51.81-22.80'RT STA:17+31.87-24.25'RT o ELEVATION=713.85 ELEVATION=714.21 -' 1600'S HIGHWAY 1 DRIVEWAY PLAN: STA 17+50 1500'S HIGHWAY 1 DRIVEWAY PLAN: STA 27+75 0 J_ Q I- W g CO 0) LC)m 8 CO V O V O ONO.GO CD CO Ip vr N CO w tiNi O V IC) u) "i O CO I� m CO 0) 0)CV + + N. + + -c+0 I` O I- N- N I� CO CO Co O O O •O CO + O + CO + CO •> > •> > > > > > 0 Q W Q W Q W .. W Q W Q W Q W Q W Q W I--J I- J I-J F- J I- J I-J I- J I-J I-J Cl)W U)W Cl)LU Cl) W O W CA LU U) W U)W Cl)W O » » » »» » » >> » w725 as as as aaa0- 725 690 0-a 0_ 0_ as as 691 0) --- ----- w 720 720 685 - - - 68: 0 _____ rn a O 715 - - 2.11°k-1.50%' 62°F o 0 1.50%-----6.62%=--- - - ��__ -3.62/o 1.00/° _ 715 680 3.70 k _ _ 68( N t0 N 1 n 710 710 675 67: 6 co coc`ico .- cl 0) 01 v o CA colNo N- V... F.. CD CO CO c0 `_) 0+00 0+75 1+00 1+75 1600'S HIGHWAY 1 DRIVEWAY PROFILE 1500'S HIGHWAY 1 DRIVEWAY PROFILE g H: 1" = 20' IV: 1° = 5' H: 1" = 20' IV: 1" = 5' a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 DRIVEWAYS PLAN SHEET NUMBER K.01 t _ - o I-- o M W WN STA:36+85.22-30.20'LT L.L ELEVATION=676.31 STA:37+29.14-29.17'LT ✓ ELEVATION=676.23 STA:36+83.57-24.88'LT ELEVATION=676.21- w STA:37+30.58-24.24'LT 0 ELEVATION=676.05 z C. D CO © STA:36+83.54-20.24'LT o ELEVATION=676.18 0- STA:37+30.58-19.37'LT ELEVATION=675.91 X `"y STA:36+82.47-6.00'LT :a ELEVATION=676.26 a STA:37+32.25-6.04'LT i ELEVATION=676.08 s „\ STA:36+81.43-1.87'LT > , ELEVATION=676.28 STA:37+34.08-0.76'LT STA:36+84.75-1.80'LT STA:37+29.00-0.89'LT ELEVATION=676.15 i It o y ELEVATION=676.35 ELEVATION=676.25 / ; a 1 - - + - - - -1 - � > 37+00 STA:36+77.96-6.26'RT ELEVATION=676.33 STA:37+38.32-6.49'RT ELEVATION=676.26 co v J f W 0 a • STA:37+53.08-19.52'RT �� ELEVATION=676.94 STA:36+58.88-23.43'RT Q . ELEVATION=676.87 �.'. cco •0 O w STA:37+28.89-22.40'RT f ELEVATION=676.98 STA:37+53.77-22.68'RT fx F ELEVATION=677.06 z \STA:36+84.02-27.47'RT Y STA:36+49.53-27.49'RT ELEVATION=677.11 rn ELEVATION=677.10 c '3 m 8 1n m a m m 0 N ?-P?5,,v 7 0 5 10 m S a SCALE IN FEE a INTERSECTION PLAN - SUNSET STREET H PROJ S-H PROJECT NO.1181210 r-- SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 INTERSECTION PLAN-SUNSET STREET SHEET NUMBER K.02 i I I -la_ 1 4. EASEME 1 \\\ 0 10 20 - GT(M T(M}___T I CONNECT TO EXISTING STORM PIPE WITH —m '',: —R.O.W." -- ' --�.G—c _': — — T(W -_ I TYPE PC-2 CONCRETE COLLAR(SW-211). SCALE IN FEET ( j -� ASSUMED IE @ CONNECTION:714.76. ►-I 1 ►'' -Ti-( • )-----\........ _ / I 726 r / 1 -TRENCH BACKFILL(CLASS A ROADSTONE). - - _- - - ENTIRE DEPTH AND WIDTH OF TRENCH / I UNDER PAVED AREA. 21 - - - -- _72 _ �� -- - 1 -------724 -- GRASS ° ('\ - --724 / - J ACC _O R.O.W. _ _ \ f I I T 1x 0—E �--- ?1 ' -- �723 -_ �- - _ ( q�Q l�oM} T(M} - T(N}-�c+7?��r -\J . _�- -R.O.W. I S�_ 7 - - - - _ - F-1- F= I , )s-- \1 _ � �ir -:Ft,- -Gq/ �0X -% _ - - - a6N) `' • ,♦♦•� fo—Nt - r _= 1 LK4 ) 71�7= IMON �T- 2' /q�. 'D� �= 14+00':: ia�s ;,�* - - - - - -- - - - - _-716- - - - - ✓ �� 1 _ --- ___ �%e���:k ,�:�'::,. -- — -- 15- s 15+ • _--_ _'�' -714- 'i iA' -712> -713- I I o `�• APRON#1719 - __ - - ♦♦♦ .k', - - - -7 -(11, r �:'� ,. 718 - -712- ♦ ♦ - L / ti 718- - ---TF W--- 12'i4---__ -1 2 -------71 •`�♦ - — - - 1 719- - -714- - - _ • ♦ ♦ IINT#1� l j 1‹. '� INSTALL(3±TON) — 720 -715- - •♦♦���; 1ll � 1 � � � 1� � �� � ` � r �15- 1 !_ - - 1 1 EROSION STONE - " -716 - • '? "ASPHALT EDGE,TYP �� GRASS _.--1.';)* J J\ �,, 17- - - - - - - - - - - - - - - - - - - G�J7EL 717- - �7 _L)NE STRIPE,TYP. ------- --USE A CONCRETE COLLAR(SW-211)TO EXTEND 30" �, CONNECT TO EXISTING 18"STORM PIPE WITH -______ -RCP 6±LF AND CONNECT TO INT#1. ACC TYPE PC-2 CONCRETE COLLAR(SW-211). ASSUMED IE @ CONNECTION:709.71. I ,,,,,, ...--- .....**.........i. ASSUMED IE @ CONNECTION:718.22. - CA o I \\ Z O O re z a NOTE: PRIVATE UTILITY ELEVATIONS UNKNOWN.CONTRACTOR TO LOCATE co a EXISTING UTILITY CONFLICTS PRIOR TO COMMENCING ANY STORM b Q I-- SEWER INSTALLATION.CONTRACTOR TO COORDINATE WITH UTILITY Y U I- w-.Laa OWNER FOR UTILITY RELOCATION.IF WATER MAIN IS ENCOUNTERED, 3 ma ? ui a`CO ,- CONTRACTOR TO NOTIFY ENGINEER OF ELEVATION AND CONFLICT. . as�, a I V V' • p ikFc c�oF�F��o 0 a Occ Z o0 Lu y m TRENCH BACKFILL(CLASS A ROADSTONE). MAINTAIN MINIMUM 18"OF Ix <1,- II ENTIRE DEPTH AND WIDTH OF TRENCH VERTICAL SEPARATION F ¢it g u 11 11 LL a a co 0 w UNDER PAVED AREAS. ABOVE EXISTING WATER MAIN z co ai 0 E2 IA w IA 730 - 730 725 725 a PCC PAVEMENT -ACC PAVEMENT --- - PROPOSED GRADE- PIPE-#3 a i 6LF of 30"RCP @ 4.84% EXISTING GRADE- - u' 725 PIPE-#1 725 720 � 720 c 18LFof24"RCP@1.25% r y 1 .,.�Y.;1 7- --... —• 1 Mimi 720 720 715 . _ 715 _i____i_,1011111111__. 3 _ ____-_y__ __ ___ ___ _________ 715 715 710 J^ I PIPE-#2 y 70LF of 24"RCP 4.00% 710 -CONNECT TO EX.STORM WITH _ --- ---7 I-,- -ET i-------------- (7, CONCRETE COLLAR(SW-211) --- �-CONNECT TO EX.STORM WITH ONNECT TO EX.STORM WITH I CONCRETE COLLAR(SW-211) 03 CONCRETECOLLAR(SW-211) 710 710 705 705 U co M M If7 tD-Lo O en N In N N <D t • N to r- h r ~ F- a 100+00 100+50 101+00 102+00 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 STORM PLAN AND PROFILE SHEET NUMBER M.01 / 1 44 lb off, - SE.- I 71 0))), I I \� \,►;! 0 10 20 _ w . / II PARCEL OWNER: I I I I I \\�v -- 7 SCALE IN FEET I CITY OF IOWA CITY. GRAVEL w I \ 1 •OF I .-CC I FC I I i cs; ;J G-/CI-1 ,\�t{�Ft. — — TRENCH BACKFILL(CLASS A ROADSTONE). 1 I I: +'`"A��' ' / I `� • , I ENTIRE DEPTH AND WIDTH OF TRENCH ACC m •,,, ' ° '`f=� -��M�J / / I I I_ —721- I I UNDER PAVED AREA. Mr ^-st• % '~` / I `" I \ °"`•w,- yy ACC _ _ _ _ 720" _ �- __ */ 1 ti •� - l ...Aves.:;�f ':-.'," I11 I - m = —=R.O.W. - - `' I GRAVEL�� - I : 717 -r. 'I r,IL 1}�'C M} �=T(M Z20-E— — — — —� -- - R.OW•� /1 _ Zl�� '® / IIGrp I- 1 19 T T ft� f-T OMl_-_E - - -E- GO O l w �/%� / / - -3- - I I G e1DA4N)- T 1 a _ _ T_ __-. 718- -_ - N) -- - N►)?ry�=-of Ih ..:. '- + {iMON) M} fIMpN) pal.- G�•=•`- - -_ T MON) - 7= IARON)=IT N) lnn} - I.(N} ' -. - M T -_�_T_ - 4-T-fI N --110��. - -E- - !_ .17+00,- - ' -E- t ®--�7 row + —�fM / � r •.• I - - -716- - - - - - - -E — E- - - =E7-4-7- - - .._. — _ 1---I- ., _ )- -ID - -T�IrvioN\- IV 1 _ _ - - � — Lam , ® > •• v _ PIPE-#5_ ( ! 1 1 1 1 1 1 1 1 1 1 I 1 1 • i 1 I116- 1I11C ■ I111 y ',— 713'- - - - - ' �� .i' i i i i I 1 1 1 1 11 1 1 1 11 1 1 I ' I 1 1 11 I 1 1 ' 111 o` — `/, _ �•( 1 , 1 ! 1, :Ii :_ I - - - -7 - - - - ! IINT#2� W 12"W--- 12"W-- _ 1 j 1 - 13 •/' - -12 714■ 11 1 � i i % i � � 1 j 1 1 I 12'W r 13 W - 12_ _ _ 1"W 1 // �INT#1� I I 1 i r 11i i I _ 13 - �•Ff'M�- — ZO-- - - - -715- , - -103+00•'- -716 4 SUBDRAIN- L - - - - •--- '''i �• +GRASS ilk N rS — 12A�lEL-717- --G- V L P. t cn CONNECT TO EXISTING 24'STORM PIPE. \ a"�. Y ACC ASPHALT EDGE"FYI �, INCIDENTAL TO STRUCTURE. '��"`" j"� � \ \\ r - _ N 6 �^--'�"""� N. M LANE STRIPE,VP. \ NN i'.> \ N _ . __.- - z z 0CD Cr a i y z Z 0 w �- P ° q U w--w NOTE: PRIVATE UTILITY ELEVATIONS UNKNOWN.CONTRACTOR TO LOCATE Y m I- Z Y v Z h '"v Z Cu' OL _1 LLI m z cn w c W b �, EXISTING UTILITY CONFLICTS PRIOR TO COMMENCING ANY STORM (0o Ili x �'" in CO'� - co o a.Z;m w w rn a- -. r` • CO `'' 47 SEWER INSTALLATION.CONTRACTOR TO COORDINATE WITH UTILITY ' 0-14 co CO w* /t ' o>-1.1 c w a ry m co ac O .1-Cq a ro o 0 o OWNER FOR UTILITY RELOCATION.IF WATER MAIN IS ENCOUNTERED, m 1-m m co co CO v~in c u'ni v a°• )p-cmo CO c0 N 'r:V o_ a.1-w^o c CONTRACTOR TO NOTIFY ENGINEER OF ELEVATION AND CONFLICT. ' a 0 W'` N.- o c+o w I- w `•; Z r+c w p *rQ CO n r`n r.. m n P- r� m II r` rn co u N. N. O•-mr` ��FLL� u u u =`QQLLg u u II F �Q'L� u u F�Qu g u II ccQu- u ZmyO�ww w 2000o: ww w Zaiu~iOt2w w za)ccnnO&-W w <co0IA g 725 MAINTAIN MINIMUM 18"OF 725 a VERTICAL SEPARATION TRENCH BACKFILL(CLASS A ROADSTONE).ENTIRE DEPTH -------- .-- ----- ABOVE EXISTING WATER MAIN- - -AND WIDTH OF TRENCH UNDER PAVED AREAS. - re o ----------- ----------------- ------- f ------ co ---- -CC PAVEMENT 720 PROPOSED GRADE- 720 E, ---- - - MAINTAIN MINIMUM 18"OF VERTICAL -- - - - SEPARATION ABOVE EXISTING WATER MAIN - - - y EXISTING GRADE i r _�� 715r ��_ • 9 710 ` a _PIPE-#4 ---- PIPE-#7 710 N 101 LF of 24"RCP @ 0.65% l =PIPE-#5 PIPE-#6_ 'r 41 LF of 18"RCP 6.10% -- f- --STORM STRUCTURE BUILT .---91 LF of 24"RCP @ 0.65% •27LF of 18"RCP @ 2.28% ON EXISTING PIPE ' 6 705co o� c� o co v, r v rn ,n O) m o co co c� 705 yr °' 103+00 104+00 105+00 105+75 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 STORM PLAN AND PROFILE SHEET NUMBER M.02 0,s, - - I I II/ \SB �`I c -\ \ G C- . - -C- . - -G- . - -G• /•� G - - -G- . ./ • - -G• /I 0 10 20 I C. \ I \ \ \ \ \ \ SCALE IN FEET /I f/ I ' I/ \686- 1 I / \ \ ���I / / � I \ . I ' T(' c I I \ 68�2.10 E 12"ADS / i 1} T(M}_ . '' __ T M. \ (M TdM ==-T I C" T M -- 5 }G - 1\\\ 684`I I I i/ I� II ( \ I / % 60 co G T II G T(M�- -`S-I G --� l I INSTALL(3t TON) \ - USE A CONCRETE COLLAR(SW 211)TO EXTEND 12"HDPE / I I ` \ ) IP\ \ \�\ EROSION STONE �o \ 9±LF AND CONNECT TO CONNECT TO MH#3. I o o ,�- I`\\\\'Y\�\\�\ T / I_ r ASSUMED IE @CONNECTION:681.04. /y\ I I ` \ ` II \ (M}'`/ I®I I ` GRAVEL INSTALL 3±TON - - TlM) T(� TIM} rN o CONNECT TO EXISTING 18"STORM PIPE. EROSION STONE \ y +\ - - 1`V 4i .� - - - --R.O.W. 1 nn T(' M�- - °' o INCIDENTAL TO STRUCTURE. - /108 : N \ \ 1, T\t i,u'�1g'-T of =--T(M� T IM} T( }r Tt ----Va TT f`;.:;;rt��!r��f IM( 3� T{IAAON) T{i ) T{IMON T IMON / , __ "'' �- T \ ,`'.�lliiiil{/ i F\ Om / _.._ - ) T-(Ifro10P1)- -T-�IMOiJ )- - f _)- -�ffIMON)- - -T{I _ 1 - 1 - �1.--.- - 705 � �� ► W- - t - R.O W. • - - •1 cin,_ •1 ■- - i �. ro 14'W- 12'W-0 8 t- 1----D ■1 -OEi1 � f OE - +00 • --E---- ,;:.,.-'`-T 1 .'- - ' --fi 11 oN "i �'� •:� e c 1 -E� fo`tr/l3 '6:" • _ 1 o ® _- ...- ,nwca _, : , `• i' - ��R - - - - - 68 i �i� � iiiii ) : i � y, ■ ■ �10 PIPE'#8 ■ ■ • ■ ■ ■ ' ! l ■ ■ ! S �, _ -1 \• �_i/ • • \ 2 = i its ■ ! 1 j i i i ! I �.:I, 106 .� ' i l; i i i ? ! ■ i 1 ■ G ■ u ■ ■ z i 1 ■ ■ ■ ■ i ■ ` "it. '� 6 m - i i:i ' • O - 119+00 ■ 6 ■ ■ f % 1 1 : ! 1 •r 05 - - 8� �' = ■ : � � ■ 13:Ftsv� i1 ■ : : 7 MH#2 f -'- -ice- �rt . • . Z.. � ■ � � � � � � ii � 70 - - 784 703- - - ZO? 99 00- _ 688 �? ; : : 1 . ■ ii : : _ .7._ \ 21+00 1 ' - t2 v1 S- ' uT f i \ s8S_ _� - - ® 681 _ - _ - to -=r2 0� - -- - --_ - _ - \ -•.:g- ..-24+00_ I - ` -682-25+00 _ - _ Off\\ \ `` - - 699 >> - �I 01- -1 +' 'r- _683 I - - �q co \ dr-688- _ 19 �o �::° ? r10Q �Q3 - - I"1" 700 1- r - I / /'`684 y _ - - - �"-685- � � -sso— L T - - - - - _ - �\ \� _ I - i _ - -686- - \ \\ \� ' -- - ` - g92 1 - �` - G�ASg - - - `687 _ _ _ - ` ` K. r: GRASS _ - - lOcs �0Q \ �N''\ \ ` \ \ GRAVEL • N \ \ - 1\) GRAVEL \V A A rn� �, I 0 �� ACC \� s� 6, 6' --, ) 6 ACC \ \ v ,, 1 I r? -- O i9. On \ \ - e ✓#1 z ') C,.)) z a z z c_i7 I a I- I- N CO 3 _ 0 i _ NOTE: PRIVATE UTILITY ELEVATIONS UNKNOWN.CONTRACTOR TO LOCATE rn `n o F- in lil J- '9 U F- w '•o I . R Z EXISTING UTILITY CONFLICTS PRIOR TO COMMENCING ANY STORM w ? tO ? SEWER INSTALLATION.CONTRACTOR TO COORDINATE WITH UTILITY a Is:co,p w * a�o..CO -, a ooi # -MAINTAIN MINIMUM v' a o c c#4t 4t OWNER FOR UTILITY RELOCATION.IF WATER MAIN IS ENCOUNTERED, LL O 7n 2 M,-,-O tD N O p t[7� Of� h p M rn In *n p c•. N�n 18"OF VERTICAL m gi n I2 I- CONTRACTOR TO NOTIFY ENGINEER OF ELEVATION AND CONFLICT. N O W O O O • a cDNN 1I CD r Z.-Lug $Mwt°°I�° SEPARATION �ovw� nn z = a it g II II rY a LL a tO a��+ `I° ABOVE EXISTING *(9<ij_ II CO CO a ww w w aC'LLw Z3~�`-w WATER MAIN xcocnw-ww w �v,�no� av,o v�v�o� M cncno� __ 715 715 690 690 O _ v? 710- ::: 685 \ 685 o ---\ PROPOSED GRADE- - P. ` "---- 0 EXISTING GRADE- 'I - - ----- • t W 705 17� — --e 680 - I - - - _ — - - — _680 o �I ---� I �� ----- - - - - - a - _ _ - - 700 1 — 700 675 i 1 - 675 m p - Ir1- PIPE-#8 ' t I - _.. _ ■ 0 75LF of 18"RCP @ 0.73% I 1 #11 i {-STORM STRUCTURE BUILT PIPE-#9 PIPE- ON EXISTING PIPE ____..... ..__ .. 54LF of 18"RCP @ 1.50% 167LF of 24"RCP @ 1.06%___ ____ _...__._ 695 t I 695 670 I 670 O O O M M O a N In 119 i CO co NN. O M N N O N tm Mcci In O ~ N O 2- O W O N CO O d7 d� O O O O O O 00 M O M O CO 000 a0 co O aN0 N- a0 o h ^ n ^ r- r 1- O O O c0 O O O O O O O O O O O co O O a a 106+00 107+00 108+00 109+00 110+00 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 STORM PLAN AND PROFILE SHEET NUMBER M.03 / If r- - 2 1 .� G-�-- G G �--G_ G G o ?)t.,.. G. T- G•� G� 677.7Y1 IE 12"ADS �jI' J �► '_ OO I _ / ezie // / Q \ �„ \ O`•fI \ SHIN _ 0 10 20 ti / / \ 1 \ —_� � SCALE IN FEET I • cb 6 0 \ / r-)\ I co / / / CO I 'u V / © 89 SAN-- ( N F c01 0 ; CONNECT TO EXISTING 24"STORM PIPE WITH `) I \� / // CONNECT TO EXISTING 12"STORM PIPE. i t'l11 4-'' TYPE PC-2 CONCRETE COLLAR(SW-211). / 1 ` INCIDENTAL TO STRUCTURE. ( "'' . R.O.W.- — ASSUMED IE @CONNECTION:670.18. / _ _ I T M / 7 I T M} - - - T }---T(� - - T(M i F ( } •AVEL � 7 IMON)- - T{i - - -T{IMON)- - T4%4 )- T{I ■, ) I -T{IMON) T{Ik4OP�I) T{IM1/OPJ) I(rw} (M} T E� •` '.�,►� T{IMON) T{I • - - {I ) T '• ) T{IMOPN { \ ' I \ MON { ) T I "78 _I ��14' -a W o =1 VI- OE pE ligi"::(5), �4- —N -T{I-Old`f IMON {rN-a•_ -TZ — 1 w--- - - r`tom _ n' I- �-OE - - - >. I 67sus`12'YP {' 1.L _ tl- PIPE-# �;�y 11 13 2'3M-1 ��t00 I I 75 t - 0 1 1 I � 11_ t - I Y - . i - t I � I .il J•: - t ■ Y" �- I 3 I I1 1't 1 I - 7 ■ I I � �lommo�� �•■ys.. _ - - � t' � \ I I•"I•�••I�" • 6® tttis . 1 : lii� IIIIIIt1 � 9 ` ® '- 11.044-.'s elri I 111111I113I 2i'— e • : 1It - • I ; 1 . p . I : - :1 _.-/ O !•a:::: .._ +ii:o ......N'; �` 'r PIPE-EX#9 - : iiiiit . Ittiit 680 .!..r '..l:'•+.�xs . ,. - - v - • •-:..__.:is 686 _ _ — _ _ -,-_ _____ __... .4 83 _ �-682 a -.r�� o ,. 614� 681, _ _ _ GRASS �w'_ - � - - - - �\ \ o � ..v . �a a • ?� °o "• GRAVELED- ,r ( ., GRAVEL a . '�. o \ \ N : ti t. • \ \ CONNECT TO EXISTING 24"STORM PIPE. rn 0 TRENCH BACKFILL(CLASS A ROADSTONE). ACC Ica 6�� ASPHALT EDGE!v -.. 6� 6' c,,( o -37 \ LANE ST1 fPE.TiV ti �-, INCIDENTAL TO STRUCTURE. - + ENTIRE DEPTH AND WIDTH OF TRENCH - f 9�o \ \ . - UNDER PAVED AREA. �_ "",o f x 1 \ \ ':.J t.Jl i z z w 0 U F w 3 w NOTE: PRIVATE UTILITY ELEVATIONS UNKNOWN.CONTRACTOR TO LOCATE C U L CO C U w k w g' 3•a : ? EXISTING UTILITY CONFLICTS PRIOR TO COMMENCING ANY STORM a 11 z* 3 m - ? J wa} _## SEWER INSTALLATION.CONTRACTOR TO COORDINATE WITH UTILITY w c)( •w w w or _N. N•- CO ILL c".I F o 14)-f:o 0 o OWNER FOR UTILITY RELOCATION.IF WATER MAIN IS ENCOUNTERED, Cl.ai rn N CO N>-o00 cR o 0 0 O n o mrnrn CO v1-ao ornao F oornrn CO CC o g co w m C6 C6 n CONTRACTOR TO NOTIFY ENGINEER OF ELEVATION AND CONFLICT. g,*+w 03 4 N. m w m^ Vi #(O N CD II CO CD CO NLo i F QLLg n 11 11 �QLL a mmoQLL a CO CO CO 2 II II u n u ZzumoODww w ZCOU)Oaww Z co Oa ww w 685 TRENCH BACKFILL(CLASS A ROADSTONE). 685 685 - 685 a ENTIRE DEPTH AND WIDTH OF TRENCH �, m --PROPOSED GRADE•' -UNDER PAVED AREAS. 1- --EXISTING GRADE- PCC PAVEMENT -- 680 680 680— 680 675 :- V .7,. -.- . - , ,a , t +.. . - — —�y 675 675 -- • _ 675 U ,- -��ygggg- l } 'ti '�- - - ice- - T 1- M ' 670o PIPE-#13 670 670 670 �p -PIPE-#12 Y I. 0 122LF of 24"RCP @ 2.97% STORM STRUCTURE BUILT- '- 35LF of 24"RCP @ 3.00% o -*-i CONNECT TO EX.STORM WITH - ON EXISTING PIPE CONCRETE COLLAR(SW-211) - --- 665 _ cro- _ 665 665 T 665 N M N co Co O m O O m 00 ^ m co rs- O) oo O m N- O cD 07 QD S (D Co V7 co ^ CO Co f` COO r COco °� c r oo a co co co co col.'" co co c4 CD m a 110+00 111+00 111+75 112+00 112+75 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 STORM PLAN AND PROFILE SHEET NUMBER M.04 1 ` ,.._ - - -2=-`'/_,: ---- ---., -c------ - - -E- - - - -E- --E- R.O.W._ E - - 'Po - - -R.O.W.— - - - - \. --- \ / - - / " Os, -__ -- , - - - __ ----- -675_____ _ --- ___ __ -- - -E- - \ -g"SAN-4 -8"SAN--(__, ( ( - - i c -43"- Atit _ _ 4...L._. ---- -(- ( ( -(-8"-SAIT-(- o 10 20 ..i ID - \45.-..... - -674- - ,,,,__ "07 - ---E- . . . . .E_ _ _ _ _ _ reii ' \ .----- .9GRAVEL - --1G---=---- 7 - - - ---.. — ..---- E- - - _-_- -E--(--,7-i- _ ---,- SCALE IN FEET _ \ .4.__-........_ - - ----.. . s---\ \\ \ I '--- X . WILLOW CREEK COURT .1 . \ \\ ,..... \----r SHALLOW WATER MAIN AT RIP-RAP.CONTRACTOR TO ----N. . I \.1'USE CAUTION AROUND WATER MAIN DURING STORM si -G--_ s / vi- \ \ \\ SEWER REMOVAL AND REINSTALLATION. N o o co \ \ \\' \,.-. N \ - + <NI cs4 - TRENCH BACKFILL(CLASS A ROADSTONE).ENTIRE DEPTH AND \\ \ \\ .......1 \ C1'1 PCC \ N -G---_______.s .______ WIDTH OF TRENCH UNDER PAVED AREA. 4IR1\\ \\6:-1 \ N -G __ INSTALL(1 it TON)EROSION STONE N INT#7 I '----c--- •TO MATCH EXISTING. N --__ -- , ' • - __ ' • ' ' . C. a, - ...IMON)- - _TilmoN)_ _tiimoty)_ - _Tilmop,1) , 1..-DimoN)_ _ _Tiimo.N)_ - - .0 • ie_ _Tilytopi)_ - _Tiimogy,.,....zi-iimoN)_ ..... ...eT.(11.40.10) .-_,,I.4,1101 ) -T-04104,.+--G T(1100N)- - -T-fir401 - -T-CM40141- -T-Orm,-,--'''') -673T_ _ __I/JAL: _ _T(N1)- - -_-](M)- - - -T(M)- - - -T(M)- - - -T(M)- , (0),_ ' -----=-......---...... ,--- - -- -6733-.14.0-6- - -- --- - --- --- - - -- \ \ \ \ \s 672 o - --,--- - - „ \ - 1 2'1*--------7-7-7----- --4.2:.:( 17. -12'4----_-_--_---tr."{:Txr- - -- -... ---- -12'., ---12.24-- --1S()-1•00---717-------1 ---- ----7---1-7W----— 72-W--1- - -12 W '2''Vr672--r- - s--- - Ili W --------'-"T'Z- to C3 \ c4> \ \ \ V Plik \ c,, '1 -671- }--=.-""------- - - - -- - - --4-- - -.671-- - - - - \1131{X) \::1::ILl'Ing§l' \. /.-- '.4/ / oz,PIPE #14 - — --------- ---- ----- - : _ I (m-,i,.,- - -- 1 ) —11.__ Ii iiIiiiiiiiiiiiiiiifilli ! ; iiiiiiiilillw : ; • lilit . — — — — --- -------': -670- 5 - ---- — 674— 7, wf.iii.i.,....::.2.... sy ,i . liktiisiiiiili ! • illiiiiijf. ,1 , e ..4„..... __ ZE3--- —669-674 / — — 1:::.ill' 6 0,- _I I Ins . .--,.1260"..ttl- '669__ ___ — - -- APRON#4 :till'ii; ' \ / .;.-: '66a , .:111 I I I i I 1 1..11 1;1111 1 I3r—a••_•-i•_•.i-,—_I,__g__t_••_ 6-76-i-372i__i iI111111111111111 11111111iii11 : 16.713 / — * 21 IIiIII ft54 PIPE-#17 672 2 CULVERT 669 111111111iIIIIIIIiii.6 o —IV if ),_,,-- co _ --- —__ __:7-___ _ __671_4.0 iiir _______ _ _____ 677'• -- ,:671_ . . -- - -671 ----. _____ ___ • - _ __ __ __ _,...-:-_------_ ____ :-• 72 - - - - - - - - - - - - - - - - - - - - - - - -672--__ -_,_. _____g9400 - --;--•- - - (51- :\ 673- - - - - - - - - - - - - - - - - __ -- - - - - - - -673- - - - ---{ ______"44-- __--- 1 ,-- -ft, _ ---I 0,, -- _ )__ _ ______ ______ 4,___„75__, _ _ -- --67 - -- -1-- 677 _ __ ___ 674- - - - - - - - - - - - - - - :Eg675- - - - - - - - - - - - __ _ __ __ _ ----__ 676- - - -_ 674 ___ - - - - - - -675__ -__ GRASS \ --- ---._ ___ --- ----.--:_. , 677--_Li._.____-_ r....) - - - - GRAVEL EDGE,TYP. ---._ GRAVEL --- ----- --, --_, ASPHALT EDGET-TYP--•-/ , c ..... - - _ _ -...67q,..„ - •••., - * e. ..., , i\J --' ' z 0 I -0 rt z 0 (.7 , o_ NOTE: PRIVATE UTILITY ELEVATIONS UNKNOWN.CONTRACTOR a = z z a_ TO LOCATE EXISTING UTILITY CONFLICTS PRIOR TO w i= (4- g p -, c., ,_ ii-i COMMENCING ANY STORM SEWER INSTALLATION. ,- q 0 i_ ra§-R (.;..... --co ,. is- im c)< i_ a> X _1 ...1 Z Z U) CONTRACTOR TO COORDINATE WITH UTILITY OWNER Efir - — Lu re — II - ---- '0 co ,- CO LO •14- cn en cv o 111 :2 co u.i,-r... :2 in .2 ,l'71 FOR UTILITY RELOCATION.IF WATER MAIN IS LLI r.- ,-.- .- . 11 C7/ej eD OC Ot it 11.19g7OTC ;-k u_ IMT8 ENCOUNTERED,CONTRACTOR TO NOTIFY ENGINEER OF ,..b. c!0)0 0 0 ELEVATION AND CONFLICT. (I-01-1.0 . Tt ci c) NI !actilsicaci“-, 5.•CO•.;,,g . ,s>-.4.-s-,0,. 0, co co , ..1-IV EL;1,11: CI 11:..! N Y + I- ' Z co Li.'8 NI- + F-Is-co r•-: 0 N u)(.0 a ap 01 u) ii cc.to co i i_<LI-2 il ii II W co c.)w ii co co 4si c•I co 2 co I c!?C•1 co it co ao to < <U)0 ILI M L0 CO 0 X LI-I 111 111 -TRENCH BACKFILL(CLASS A ROADSTONE). z in(")0 ce L.L.I ILI ZCO0u_ 1.1.1 M(8 U)0 17 LIJ Ili ILI z a 680 ENTIRE DEPTH AND WIDTH OF TRENCH 1 680 680 1 680 o_ UNDER PAVED AREAS. MAINTAIN MINIMUM 18"OF VERTICAL . cc SEPARATION ABOVE EXISTING WATER MAIN o . CC PAVEMENT H PROPOSED GRADE 675 1 ' 675 675 675 EXISTING GRADE- —_, -., .••, - - __• . _ ..-- . ____ . • o c_,... ...-•„+__ :.- ri . ____. — ._ 12 665 ------, 0• 7rs1- L._ PIPE-#14 a) cco) t _ PIaPE-#16 co 665 665 Y•—• - ch 665 5 6 89LFof30"RCP©0.32% 85LFof30"RCP©0.38%- PIPE-#15___I____ _____ _ _1 18LFof15"RCP©0.87% ; 660 I ' ' 660 660 1 660 co Lo oN- 2 113+00 114+00 115+00 115+25 122+00 122+50 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 STORM PLAN AND PROFILE SHEET NUMBER M.05 \44 - F-.. - - 'E =>�15 - -E- / \ c_V - - - '� \ ice` LJ '' .-614 0 10 20 _c- c-8 SAN-t s / L- 'g \ ', SCALE IN FEET v of REPLACE INTAKE(SW-509)TOP co CONNECT TO EXISTING 18"STORM X w PIPE WITH TYPE PC-2 CONCRETE PCC COLLAR(SW-211) a_ T 'Q �{1MCiN)- - - ) - T IMON}----T--(00mtly--- T{IMe - -T{IMON -=S-(IMON=-=TNMON —fNMON) `,:`1.- -T{oARON)- ,r - - -T{iMON) -T-(IMON)- - M016) TNMON) �-CT�1hK?At)-_-I�1M�1�=�--T{IMQP�}}-�G T(IMON)� _ -T-(I!>FQIVj---.T�.(1tMO►2ja --._ ._..- � - : 1 673- _ _ ic5 _ - -- -. - -673 -+- - - — — _ - _ - 32+00 -`- — — N _ -67,3 I �1 - _ 31 00 _ - _ \ _ T? vT-►- =a 2"�Yz-. �- - sz �2-r - err- _- 1 t' _- -tl� - ___frt2- �i - - " - _ --- - _ - -- - -67 - \ - - 3+00 - \r . 67 — - - - -- _ 67.14. -- -12 _ - ,2 v, _--_ ._ = �12.: -- ------- t 2.-w--—-—!2 -cam ` .,1 SZ:f� - . ( tf„'• -1 (%•,- __ I ( �)_ _ -0.1, _ . = k4 - _ T(�+1' - - - —" J- - A — l' 70- 674 — — — 674 _ - —6714 T(M r Cti1 —�T +> tM} -670— �74— ` - -669- - . . . - - - - - - - - - - - - - - -669- -- - r _ T(M}_ _ T(M} -_ _r(M}__ 3 673 673 rn 673 co ww 673 72 —w 672 672 o. `o� 115+0� - - - - -669- MH#5 117+00 / PIPE-#17 - - - - - - -116+00- - - - - - - - — -' hi l : i11ii1111 1 11 ! 1111II1111Illpii I11111Ii111111 11111 i ! 1111 ! ! ii1ll lii ! li , 111 ! i ! iii liI 11I 11i1 � 111 1 - - - -Y-I :-:6I7l0-fi-l !-i - - � l i 11 i l I 1 i1 i l ii . 1 1 11h ') Iiiiili ' I : iini _n�f- 'PIPE-#18I MHO 'PIPE-#2 - - - - - - - � - - - 671 - - - - - - - - - - - - - - - - - - - - - -671- - - - - - - -� � -� / - - - -672- -.- -- r - - _ - - - - - - - - - - - -672— - - - - - - - - - - - - - - - - - - - - - - —672- I - - - 1 _ - - - - - - - _ i -673- - - - - - - - - - - - - - - - - - - - - - -673- - - - - - - - - - - - - - - - - - - - -, • - - - - - - - - - - - - - # - - - - - -674—.A-. - - - - - - -674- - - - - - - - -- - - -674 -Wr 0 _ _ _ _ _ + 675 - - - - - - - - - - - -675 -wI- I -'D 9 � ` - - - - - - - -675- - - - - - - - - - - - - - - -GRASS a. w - EL -676- N GRAVEL EDGE,TYP. ACC CONNECT TO EXISTING 24"STORM PIPE -..) ASPHALT EDGE, - INCIDENTAL TO STRUCTURE. - -676- - - 0 0 0 z z z w rn Yc.) I- °4(2 co z co I'o I- zz co 1'cii I-IX zz co NOTE: PRIVATE UTILITY ELEVATIONS UNKNOWN.CONTRACTOR TO LOCATE w CC "" w 3 w J EXISTING UTILITY CONFLICTS PRIOR TO COMMENCING ANY STORM wa o m w- - w aw m co (V.- co # 0)W m m R# # SEWER INSTALLATION.CONTRACTOR TO COORDINATE WITH UTILITY m c i.;ry lL N N NCO COc+)O M h o"0 M o OWNER FOR UTILITY RELOCATION.IF WATER MAIN IS ENCOUNTERED, T-v N m N N o I-rs N N rn- co a CONTRACTOR TO NOTIFY ENGINEER OF ELEVATION AND CONFLICT. ,n o r+Ni w fO o N w co ccoo co co (NI N w m ccoo ccoo cci w co cn a corn m �m a CD CD m c)tn a CD CD co Z x1.5ILLi2 II II II x�FLL2 II II II x :j litII II II a g CO 0)O R w W w g y CO O CT III III w g y co O Fc w W w g 680 680 680 680 a m o --"-PCC PAVEMENT - u' 675 675 675 ,675 o 'PROPOSED GRADE 1 -- ------------------ --- --- ------------------ —.1 -- - o EXISTING GRADE-- 1 J t - J / --0- E 670 — - - - - - — —' , — 670 670 670 10 :Ili _ --665 - 665 665 iPIPE-#19 a 65 PIPE #17 - -- . I- -'. 23LF of 18"RCP @ 2.99°k N 208LF of 30"RCP©0.38% - STORM STRUCTURE BUILT-- -PIPE-#18 - .-CONNECT TO EX.STORM WITH - -- co -_._.. ON EXISTING PIPE -....._.__. 36LFof30"RCP@0.38% --____... ----- CONCRETECOLLAR(SW-211) - 660 _ _ _ _ 660 660 1 660 co `_ c0 M M M N aO a in O V �? M V (fl ) O N t C) C) C) O) C) O) c) 6i N O N O N V 0) N 4 '2 c0 co CO CO co CO CO co CO c0 (p CO CO O O co co col' co 0_ CO a 115+25 116+00 117+00 117+50 123+00 123+50 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 STORM PLAN AND PROFILE SHEET NUMBER M.06 n . %y —04' _ N,..„...,..... 2 \D ------10 10 zo WILLOW CREEK COURT SCALEIN,FEET / 0� CONNECT TO EXISTING 24"STORM i676� / /fib` // PIPE WITH TYPE PC-2 CONCRETE �gT5 / / f// / N COLLAR(SW 211) _ �Qk- — / - — • T{IMOF I) �� / -T{IMON)©-T{IMON)- - -7{MON)- - -T-(I • 6-Fj- (IMON)- -T{I • )_=�67 N4-,---T4IMOHy-=-L41MON)— S#IMON)=-�-OM: .-T#tMOWT- T-OMON)-, s A i/1 ilk672 — _ - - - - —674 - - - - - - _ 33+00 —Nlir —34+00 — — — — — 35+00 2,.-- w 1 2„ 673— — — - + _ - I - — I —t'�'W —_ t2' * a _6 q 12'�M b/3 `67W - - � _ t2'w � � - - - - - - - � - - — — —671- -- — \ l.. 675 — _ - - - -_ J — — ^ 676 111111K - -670— _ 7 .. — — P(M}__ 174— l - -670- - --- - - 6>� T(M) - -T04 _ _ _ / \ 674 — 675 673 010 .I _ — sp ` . 6)0 ? _ G -' \ . 670— _ - - - - G - - -671- — - - - -�- - 674 - - -670- - - - - - - - - �� - - C 119+00 - - ---- - - - - - -672- - - - - - , 1111 IIIII II IIIIIIIYIIIIlIII I ■J fill 1111 1 WI — — i I 1 ? 1 1111 ' I11111111111IIItlll ! ; " : IIIIIIIIIIIIIIIIIII111 IIIII1I111 ! ■ 11111 ' I ! !+1 ! i Y111 "I111 ! E-#20 11111 11111 11 � " , I1111 IIIIIIili111I111 ! II1111 ■ ■ • ; ■ ll11111111111111111 1111 1111 11t1I 11i1 ■ 1119 : 11111 ty ! ! ! PIPE-#20 118+I,I —. l. _ _ .— — — — — — - - — -672- �� MH#7 — — — — — -- — — — PIPE-#22� — — — �� r -673 - - - - - - - - - - - - - - - — 6I, -,--.7.5--,---, , - - - -673— 674— ` ) ) ) — — —)— — ,- - - , - - , - - --, - - ..., ■ —674 Lo,, _ - 675_ - - - - - - - J — _ _ _ _ _ _ - - - - - - - - - - - - - - - - -676- - - - - - -675 r' -- — I 1\� — — — — —676— r GRAVEL EDGE,TYP. '\-;)^ ASPHALT YP. �� l i \ LANE STRIPE:EDGE,TYP.T — ,4 —677—` z z E.¢ w§ - NOTE: PRIVATE UTILITY ELEVATIONS UNKNOWN.CONTRACTOR TO LOCATE c Q t 3 3 w ce z z co EXISTING UTILITY CONFLICTS PRIOR TO COMMENCING ANY STORM I w I- z z co ui u)w co N u# 2 SEWER INSTALLATION.CONTRACTOR TO COORDINATE WITH UTILITY y a NCsl,- 0-I 0 tO of n OWNER FOR UTILITY RELOCATION.IF WATER MAIN IS ENCOUNTERED,LI_ of 0 Co N N M M N CONTRACTOR TO NOTIFY ENGINEER OF ELEVATION AND CONFLICT. N N m N a n�M���� t�0 'Nii"MWcp c°°o 33 Z x3�Et2 u n ° �3~LL�`co li up m m Z MCOMORWW w 2rnmOo:ww w 680 680 680 680 z o _ PROPOSED GRADE _ 0 675 EXISTING GRADE_ 675 675 675 J -L - ------ - - - - _ - - ._ J �i-� �i 670— s • •670 670 _ — '~ 670 ___} a /_ -co 1 .� 665 665 665 PIPE-#21 p ------ PIPE-#20 F_ _PIPE-#22 - 24LFof24"RCP @0.63%-665 6 ----79LFof30"RCP @038% I -- --- t? 211LF of 30"RCP @ 0.38% .- N __ L __ -- __ CONNECT TO EX.STORM WITH &-:) - r CONCRETE COLLAR( W-21 ) - 660 _ _ co — _ �p 660 660 CO R S 1 660 U CO co CO� CO. CO O N to 7 c0 c0 a) co O N o' CO d O co co cocD c0 cp cD CO CD cp CO COCO co c0 co coo co a 117+50 118+00 119+00 120+00 124+00 124+50 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 STORM PLAN AND PROFILE SHEET NUMBER M.07 � \ I I \ / I I I y � l% / / �� �e / / / \ / 1 I rO1 i I C--- \ / y / / // // / / \ I \ / / / SCALE IN FEET i i . i / / // 7 ;' TRENCH BACKFILL(CLASS A ROADSTONE).ENTIRE DEPTH AND v / 61� / / / \ I WIDTH OF TRENCH UNDER PAVED AREA. I I ( _ 43„,>„ ___ ___;/- 7 t, _ 11 \ V2- / --/— 7- i • co / / 671 1 3 \ \ CONNECT TO EXISTING € 0 " /� / t + + aa �^h — — $ 0 \ \ STORM STRUCTURE Z / c, _ — — t� / 2 r.73 s� \ f \ v cn 1� �1�'w 1-1i�'�w( %. _ i�"�� 12'� D41� 'w — '' WM APRON#5 "Or — \ W I — 12 —' I 6 `�� t 2'W t 2'iY — 12' — 7312 W — — -—-—12"W--—- ._ , Q,\ \� r W I II26I 0i n SINtik s�•a� PIPS 5 1 Vikillit 6+50 6 0 \ 12 +� / 1 .=o._ 111II ' 111n\ \ \ , ``tt^-- - c < 00-30"ST < i 1l 1 S II111 1 1 1 I 1G\ 67' / 1 , PIPE-EX#13 .,$;" . '\ti er' .. 1 °`ss'y::«: 671 APRON#6 91 i, \ , IA• • "21 1 `1 110010/ 1 I I c —. c --'�i l \\ —67.— -,.. 6 '21 IE 24"FES I _ �.N..' 11`r 111�67�. / / i}\ /tt\ y — — 674 \ '�67f 5 , `1 11 676 / I / I : x K X < — \ �6'_a -674 I. !=�g..o.511. P'•E'.t•••• s•:` ____6 67 =�- ' r _ -I ACC '�6� S �_ _ cn —672— -12 +p �1 i,1 1 .a �zcs;G.• J it _ _ __ __ - - - 'N r 11I11 • i11ii IIliilllli — — —6'PIPE-#22H — — — —INT vat @ID•-7 — — — — — — — — — — — — — -J 675 % a,rr > - _675 > ) J ^gyp \\ �-� 6;1_ GRASS _ —n_— —) �,� \ CONNECT TO EXISTING 30'STORM PIPE WITH — — — J/ :J 677 ' _,,..,` TYPE PC-2 CONCRETE COLLAR(SW-211) cc 76 — — — —676— — — — — — — — — — — — — — — — - - —-� — — — — 'i' r or i in v � .. . GRASS �� �r �� _ -677— -- -N 677— ,.., GRAVEL 6 LANE STRIPE.TYP. a ACC _ — 1 ` `677 *4 z0 O Oz p - - _-I z 0_ z re P NOTE: PRIVATE UTILITY ELEVATIONS UNKNOWN.CONTRACTOR TO LOCATE Q i ¢ ` ' Q EXISTING UTILITY CONFLICTS PRIOR TO COMMENCING ANY STORM o_ i oi q m z z SEWER INSTALLATION.CONTRACTOR TO COORDINATE WITH UTILITY J 'T- I- z z F- C v OWNER FOR UTILITY RELOCATION.IF WATER MAIN IS ENCOUNTERED, 3 v - " ') -R to a N in o M - to a N o CT) w w r"co rn ' CONTRACTOR TO NOTIFY ENGINEER OF ELEVATION AND CONFLICT. d v ao at V V Vt M 0$cv• a.-a NF 14" O P.N �� t(pp u. I� ^ lil*tn0.M r1-t- M�N •- WgN V cc it W MCA CA O ZIW O + F�afT C>7 + Fp *�C.)VI II t00 cc00 f00 OMm coo t�0�(A 11 tOOm m Or,Com Z H? it ii n u —TRENCH BACKFILL(CLASS A ROADSTONE).ENTIRE DEPTH � LL u 1-- IQ-,m u a II a F LL u a z FT).0)O w AND WIDTH OF TRENCH UNDER PAVED AREAS. ¢c0 O al co co O 2 w Q y p w ! PROPOSED GRADE-- 1680 680 680 680 680 a MAINTAIN MINIMUM 18"OF ___ c I VERTICAL SEPARATION p CC PAVEMENT EXISTING GRADE -- 1- — —ABOVE EXISTING WATER MAIN _ _ co / 675 675 IIIIMIE_—675 675 • �� 675 NIPpv iiiiiiiiiiiMEL ill _ _ 670 670 — —� 670 670• — 670 30 I — — — m 1 O .0 PIPE-#24r #• It PIPE-#25 113LF of 30"RCP©0.38%- - - a -PIPE-#23 41LF of 30"RCP @-0.49%- 665 665 33LF of 15"RCP @ 1.97% 665 665 665 rqi -- I c-4 - - o CONNECT TO EX.STORM STRUCTURE - - ■- ----_ -- CONNECT TO EX.STORM WITH ,Tei-WITH CONCRETE COLLAR(SW-211) ----- ---- -- CONCRETE COLLAR(SW-211) --- ------ •660 660 660 660 660 ., c p co. V CO to CO CV N CVin to N tc� cco co co ") to p aVi ei f` u) O to O lfj co� CO O O O to 4 O (- O 'o COIs c0 co CO CO N. CO N. coo ~ N. CO coN. cot` (D co r d CO c0 CD co CL) co CD Cfl Cp CD cD a 1 121+00 121+50 125+00 125+50 126+00 126+50 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 STORM PLAN AND PROFILE SHEET NUMBER M.08 GENERAL NOTES 1. THE CITY OF IOWA CITY TRAFFIC SIGNALIZATION SPECIFICATIONS APPLY TO THIS PROJECT. TRAFFIC SIGNALIZATION/FIBER INTERCONNECT LUMP SUM ITEM QUANTITIES LEGEND 2. THE LOCATION OF ALL UTILITIES ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS. THE EXACT LOCATION AND AS-BUILT TRAFFIC SIGNAL ITEM UNIT QUANTITIY QUANTITY PLAN MARK DESCRIPTION ELEVATION OF ALL PUBLIC UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO EXISTING SIGNAL POLE ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE HANDHOLES PRECAST CONCRETE COMPOSITE HANDHOLE,TYPE III EA 2 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL NOT BE SEPARATELY COMPENSATED FOR (xx) EXISTING MAST ARM(LENGTH) ITERIS VANTAGE NEXT VIDEO DETECTION SYSTEM LS 1 DELAYS OR EXTRA COST. CAMERAS PTZ CAMERA EA 2 —1-10. EXISTING SIGNAL HEAD 3. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. SIGNAL CABLE-5C#15 LF 3,291 u EXISTING CONTROLLER 4. IOWA CODE 480,UNDERGROUND FACILITIES INFORMATION,REQUIRES VERBAL NOTICE TO IOWA ONE CALL,1-800-292-8989,NOT SIGNAL CABLE-3C#14 LF 424 EXISTING HANDHOLE LESS THAN 48 HOURS BEFORE EXCAVATING,EXCLUDING WEEKENDS AND LEGAL HOLIDAYS. WIRE AND CABLE LIGHTING-1C#8 LF 1,912 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OUTSIDE THE CONSTRUCTION LIMITS (INCLUDES QUANTITIES C71 EXISTING CAMERA RESULTING FROM NEGLIGENCE. WITHIN SIGNAL POLES VIDEO DETECTION LF 1,307 AND MAST ARMS) EXISTING CONDUIT 6. THE CONTRACTOR SHALL COORDINATE TEMPORARY DISRUPTION OF UTILITY SERVICES WITH THE CITY OF IOWA CITY,AND/OR VIDEO SURVALANCE LF 364 O SIGNAL BASE AFFECTED UTILITY COMPANIES WHEN RELOCATING EXISTING FACILITIES OR CONNECTING TO THE EXISTING FACILITIES. TRACER-1C#10 LF 999 7. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT GROUND-1C#6 LF 999 Q PEDESTAL BASE HORIZONTAL LOCATION AND ELEVATION. • 2"PVC(SCH 80),TRENCHED LF 106 PUSHBUTTON 8. THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SHALL APPLY TO THIS PROJECT. 3"PVC(SCH 80),TRENCHED LF 26 •(XX) MAST ARM(LENGTH) 9. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE.A 5-CONDUCTOR CABLE SHALL BE USED FOR 3-SECTION HEADS, A 7-CONDUCTOR SHALL BE USED FOR 4 OR 5 SECTION SIGNAL HEADS,AND A 4"PVC(SCH 80),PUSHED LF 88 -c LUMINAIRE CONDUIT 9-CONDUCTOR CABLE SHALL BE USED FOR PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS PER SIGNAL POLE. 2"PVC SPLIT(SCH 40),TRENCHED LF 6 _14, SIGNAL HEAD W/BACKPLATE 10. THE LOCATIONS OF ALL FOOTINGS,HANDHOLES,CONDUIT,AND DETECTOR ZONES ARE TO BE COORDINATED WITH THE ENGINEER 3'PVC SPLIT(SCH 40),TRENCHED LF 22 AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. I—; PEDESTRIAN SIGNAL HEAD 4"PVC SPLIT(SCH 40),TRENCHED LF 9 11. ALL SIGNAL HEADS SHALL COME FURNISHED WITH BACK-PLATES. VIDEO CAMERA 12. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE ITEM UNLESS OTHERWISE NOTED. FOUNDATION POLE FOOTING(TYPE P)-1'DIA X 4'DEPTH EA 2 13. CONTRACTOR TO RECEIVE DELIVERY OF TRAFFIC SIGNAL POLES ASSUMES RESPONSIBILITY FOR DELIVERY,STORAGE, PEDESTRIAN PUSH BUTTON POLE EA 2 SIGNMAST ARM/POLE MOUNTED SIGN PROTECTION,AND INSTALLATION IN THE FIELD.CONSTRUCTION MATERIALS MAY BE STORED ON SITE AS DIRECTED BY THE MISC PEDESTRIAN PUSH BUTTON ASSEMBLY EA 2 B CONTROLLER ENGINEER. 14. ALL MAST ARM MOUNTED SIGNAL HEADS,TRAFFIC SIGNS,AND STREET NAME SIGNS SHALL BE MOUNTED USING A UNIVERSALLY PEDESTRAIN SIGNAL EA 2 O HANDHOL ADJUSTABLE MOUNTING BRACKET. — — CONDUIT 15. PEDESTRIAN PUSH BUTTON POLE SHALL HAVE A GALVANIZED FINISH. 16. ALL PVC CONDUIT SHALL BE SCHEDULE 80 OR DIRECTIONAL BORED HDPE CONDUIT. q VIDEO DETECTION ZONE 17. THE CONTRACTOR HAS THE OPTION TO TRENCH OR BORE CONDUIT,HOWEVER,PAVEMENT SHALL NOT BE DISTURBED DURING GROUND MOUNTED SIGN CONSTRUCTION UNLESS NOTED ON THE PLANS.AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. O SIGNAL POLE LABEL 18. ALL SIGNAL INDICATIONS SHALL BE LED IN ACCORDANCE WITH MOST RECENT ITE SPECIFICATIONS. LED'S SHALL HAVE A 15 YEAR a HANDHOLE LABEL PERFORMANCE WARRANTY. SIGNAL MEAD LABEL 19. INSTALL A#6 A.W.G.BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS IN THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY GROUNDED SYSTEM.THE GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS. ® PEDESTRIAN HEAD LABEL 20. CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FOR ESTIMATED TRAFFIC SIGNAL QUANTITIES. 21. PROVIDE 48 HOURS NOTICE TO CITY OF IOWA CITY TRAFFIC ENGINEERING DEPARTMENT BEFORE PLACING TRAFFIC SIGNALS INTO OPERATION. 22. REFER TO STAGING/TRAFFIC CONTROL SHEETS FOR TRAFFIC CONTROL AND STAGING DETAILS FOR THE PROJECT.THE EXISTING TRAFFIC SIGNAL SYSTEM SHALL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.ANY NECESSARY SHUTDOWNS OF THE EXISTING TRAFFIC SIGNAL SYSTEM SHALL OCCUR DURING OFF PEAK HOURS AND BE COORDINATED WITH THE ENGINEER. c 23. CONTRACTOR SHALL BAG COMPLETED TRAFFIC SIGNALS UNTIL NOTIFIED BY THE ENGINEER TO ACTIVATE THE INTERSECTION. 24. PEDESTRIAN PUSH BUTTONS SHALL COMPLY WITH ALL ACCESSIBLE PEDESTRIAN SIGNAL(APS)REQUIREMENTS. Co 0 O Z N O C 3 m 0 Co A G) 7 0) O N co U ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING g PURPOSES ONLY.THE CONTRACTORS BID FOR THIS PROJECT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION. S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 TRAFFIC SIGNAL SHEET NUMBER N.01 Akg - FQ Wilp _ _ Mkt\,/ *00 /- EXISTING o_ ,-- TRAFFIC , o_ SIGNAL • , Ai" CABINET o s o so _ \' SCALE IN FEET �* iv n n Ak ** • PCC tea\' Akg' V EXISTING SIGNAL CONDUIT �k 7 - I- 7Ak W Q' 42.0 I -a--- -0 1- 1 7 W O *- fly❑ + M 1 Vd 12'�N- - — 4'W -—-— �„ Iii 2'w — 2'M/' — — 14'W — 1i''W 9`w-- -— -k-- 14--�� 12'4-- - 12"w- - 12 - I I 7. I • = -3o'ST`,,, 0-�•ST� I i I I I I I I I I I I I I I I I I I I I I� G G G \ . INSTALL NEW APS ,,,11 G G G •, PEDESTRIAN PUSH BUTTON _" .c ....14 G G I INSTALL NEW APS G G- ,, ,r�t�s G G I PEDESTRIAN PUSH BUTTON 670.21 IE 24"FES ____ 36�QI ;.0�,,, ,, r O_ INSTALL NEW CONDUIT TO AlliiiMietilia , ... _ ,`t`, - X �X CONNECT EXISTING CONDUIT 60000.... . `1, j & ± :.3O / TO NEW HANDHOLE V • • --; I I I I I I I I I 1110111 . INSTALL PEDESTRIAN SIGNAL co REPLACE EXISTING DETECTION / tif 1 9c f� HEAD ON EXISTING TRAFFIC v CAMERA WITH NEW CAMERA IN Q �a� �Ik•��� � �`rj SIGNAL POLE w iso 1 1 1 1 SAME LOCATION :. �` �Q O II ,1/4- \ GRASS GRASS 0 -- � i'b_t'i `, \ n GRAVEL $ _ �� `� �� ASPHALT EDGE,TYP.�� ACC .41 INSTALL PEDESTRIAN ACC SIGNAL HEAD ON EXISTINGf TRAFFIC SIGNAL POLE a 1 \ LANE STRIPE,TYP.J A co I 1 3 I 1_.. TocI \ co * D 1 \I 1 Z INSTALL NE PTZ CAMERA I, si I \ n i ON THIS SIG AL POLE o MOUNTING EIGHT 30' 1 �iIGHWAY 1 a a a�m n o 1 \ v TV 7 �_ r 1 p lim. 4P22. NOTE: 1 \ n aV ❑. ❑ 1 \�EXISTING CONDUIT TO LUM INAIRE M"- A, q.v.. • REMOVE ALL WIRE FROM EXISTING TRAFFIC SIGNAL SYSTEM. _ '�" ll • INSTALL NEW WIRE IN EXISTING CONDUIT UNLESS NOTED. /a "• - • ALL EXISTING DETECTION CAMERAS ARE TO BE REPLACED WITHii R10-3e R R10-3e L NEW CAMERAS IN THE SAME LOCATION. " 1 \` J I S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--8I-52 TRAFFIC SIGNAL SHEET NUMBER N.02 I W I EXISTING SIGNAL CABINET LU I 96 LF-EXISTING CONDUIT,10 LF-3"PVC(TRENCHED) \,,, ,..,,.. .-2-5C#14(PEDFC SIGNAL)NOT TO SCALE 5 LF-EXISTING CONDUIT2-5C#14(PEDESSTRIAN SIGGNAL) W2-1C#8(LUMINAIRE) 2-3C#14(PEDESTRIAN PUSH BUTTON) 1-1C#10(TRACER) 1 4-(VIDEO DETECTION) 20 LF-2"PVC TRENCHED z 1-1C#6(GROUND) 1-(VIDEO SURVALANCE) 1-3C#14(PEDESTRIAN PUSH BUTTON) D I 6-1C#8(LUMINAIRE)CO 1-1C#10(TRACER) 1-1C#10(TRACER) 1 1-1C#6(GROUND) 1-1C#8 (GROUND) I 0 10 LF-3"PVC(TRENCHED) 88 LF-4"PVC(PUSHED) C lei 2-5C#14(TRAFFIC SIGNAL) 3-5C#14(TRAFFIC SIGNAL) 1 1 ❑ 1-5C#14(PEDESTRIAN SIGNAL) 1-5C#14(PEDESTRIAN SIGNAL) 2-(VIDEO DETECTION) 1-3C#14(PEDESTRIAN PUSH BUTTON) \ 1 38 LF-EXISTING CONDUIT,10 LF -2"PVC TRENCHED 2-(VIDEO DETECTION) 2-1C#8(LUMINAIRE) 1-(VIDEO SURVALANCE) 1-(VIDEO SURVALANCE) I 1 1-1C#10(TRACER) 1-1C#10(TRACER) 2-1C#8(LUMINAIRE) 1 1-1C#6(GROUND) 1-1C#6(GROUND) 1-1C#10(TRACER) 1-1C#6(GROUND) 1 61 LF-2"PVC(TRENCHED) O 15 LF-2"PVC TRENCHED 2-1C#8(LUMINAIRE) \ 1 1 1-3C#14(PEDESTRIAN PUSH BUTTON) 1-1C#10(TRACER) O I 1-1C#10(TRACER) 1-1C#6(GROUND) 1-1C#8 (GROUND) O 1�1; _ \\__ __--- II 1 G 1111, 11111' \ mi — g — � 0 1] Q N �' 1 \ ■■- ,c �. \ +0 1 1 L5C#14(TRAFFIC SIGNAL) \ 1 1-5C#14(PEDESTRIAN SIGNAL) '°•,a ( I 1-1C#10(TRACER) \ D 1 73 LF-EXISTING CONDUIT, 11--51C#10 C#14(TTRAFFICRACER)SIGNAL) I 1-1C#6(GROUND) 1 \ — ( 1-1C#6(GROUND) I I 1`J I 98 LF-EXISTING CONDUIT, I HIGHWAY 1 '.J 15 LF-EXISTING CONDUIT, = D 5-5C#14(TRAFFIC SIGNAL) 1-5C#14(TRAFFIC SIGNAL) 1 2-(VIDEO DETECTION) I7 r 1-1C#10(TRACER) ~ 1-1C#10(TRACER) 1-1C#6(GROUND) 11 1-1 C#6(GROUND) \ \ a I 1 0t���'^ _'__ a 1 185 LF-EXISTING CONDUIT —t-I 1 2-1C#8(LUMINAIRE) 1 O \ 1-1C#10(TRACER) / 1-1C#6(GROUND) 15 LF-EXISTING CONDUIT, \ 3 v 1 ❑ 1 -5C#14(TRAFFIC SIGNAL) \ To 1-1 C#10(TRACER) 0 /__ _ \ 1-1C#6(GROUND) in \ \ I- \Ei I z 61 LF-EXISTING CONDUIT, 3 5 LF-EXISTING CONDUIT, 2-(VIDEO DREATECTION)FFIC NAL) \I 3 2-5C#14(TRAFFIC SIGNAL) _ 1-1C#10(TRACER) 0 / \1-1C#10(TRACER) a, A 1-1C#6(GROUND) a) I 1-1C#6(GROUND) \ \ B II, \ 1 .15 8T' =■■ N �,� _- a N �3 Na, WII - - - - _ Oj A I I' 5 LF-EXISTING CONDUIT, 69 LF-EXISTING CONDUIT, 2-5C#14(TRAFFIC SIGNAL) D. 2-5C#14(TRAFFIC SIGNAL) 2-(VIDEO DETECTION) a 1-1C#10(TRACER) L' 1-1C#10(TRACER) 1-1C#6(GROUND) 1-1C#6(GROUND) S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 WIRING DIAGRAM SHEET NUMBER N.03 CONDUIT SCHEDULE CABLE SCHEDULE PUSHE VIDEO VIDE DETEC ce D PVC TRENCH PVC REMARKS POWER CONTROLREMARKS r w F w SURVALANCE TION LIGHTING INTERCONNECT TRACER GROUND _' UZ i U U rc t- F a F 1c#8 7e#14 5e#14 3c#14 1c#8 12 COUNT FIBER 1c310 1c#6 O o O F O O O n U p 4" 2' 3- 4- w cc p . U IS LENGTH # LENGTH # LENGTH # LENGTH # LENGTH # LENGTH # LENGTH # LENGTH I LENGTH # LENGTH CAB HHi 106 10 INSTALL 10'OF ADDITIONAL CONDUIT TO END OF EXISTING CONDUIT TO CAB HH1 106 9 999 2 222 1 111 4 444 6 666 1 119 1 119 NEW HANDHOLE LOCATION.MATCH EXISTING CONDUIT SIZE HH1 P1 6 1 19 1 11 1 11 HH1 P1 6 6 MATCH EXISTING CONDUIT SIZE IN SIGNAL POLE FOUNDATION - P1 71 35 1 55 HH1 P8 15 15 P1 41 20 1 40 HH1 HH7 38 10 INSTALL 10'OF ADDITIONAL CONDUIT TO END OF EXISTING CONDUIT TO " NEW HANDHOLE LOCATION.MATCH EXISTING CONDUIT SIZE HH1 P8 15 1 28 1 20 1 20 HH7 P9 5 P8 P824 1 5 HH1 HH2 98 HH1 HH7 38 2 101 1 51 1 51 HH2 P5 15 HH7 P9 5 2 35 HH2 HH3 61 P9 LUM 15 2 100 HH3 P2 5 HH1 HH2 98 5 515 2 206 1 103 1 103 HH3 P11 60 HH2 P5 15 1- 28 1 20 1 20 HH1 HH6 88 88 P5 11 1 20 HH6 P4 10 10 MATCH EXISTING CONDUIT SIZE IN SIGNAL POLE FOUNDATION HH2 HH3 61 4 264 2 132 1 66 1 66 HH6 P7 20 20 HH3 P2 5 2 35 2 35 1 10 1 10 HH6 P10 61 61 MATCH EXISTING CONDUIT SIZE IN SIGNAL POLE FOUNDATION P2 61 35 1 55 HH6 HH5 73 P2 62 20 1 40 HH5 P6 15 P2 42 1 20 HH3 H144 69 P2 CAM 1 35 HH4 P3 5 P2 CAM 1 35 - ' HH1 P11 189 INSTALL 20'OF ADDITIONAL CONDUIT TO END OF EXISTING CONDUIT TO NEW HANDHOLE LOCATION.MATCH EXISTING CONDUIT SIZE HH7 HH6 88 3 279 1 93 1 93 2 186 2 186 1 93 1 93 61116 P4 10 2 45 1 23 2 45 1 15 1 15 1r, TOTAL 88 106 26 0 P4 21 35 1 55 NOTES: P4 22 20 1 40 +' 1)HH-HANDHOLDS 2)P-POLE BASE P4 23 1 20 ". P4 24 1 20 tI P4 72 1 20 BASES AND HANDHOLES SCHEDULE P4 CAM 1 35 LOCATION BASES HANDHOLES P4 CAM 1 35 .. Z P4 PTZ 1 30 2 - a 0 0 w a e E > REMARKS STATION OFFSET HH6 P7 20 1 33 1 25 1 25 - P7 P825 1 5 HH1 37+47.11 8.88' RT 1 - - HH6 P10 61 2 147 HH6 36+61.00 10.63' RT 1 -ca P8 37+42.67 5.73' LT 1 P10 LUM 15 2 100 a HH6 HH5 73 1 78 1 78 1 78 c P7 36+71.99 5.73' LT 1 , - o f - inHH5 P6 15 / 28 1 20 1 20 U - e — - P6 51 / 20 i- ' HH3 HH4 69 2 148 1 74 1 74 O TOTALS 0 0 0 0 2 0 2 0 H144 P3 5 2 35 1 10 1 10 rn of 3 Notes: 1)AP3 81 35 1- 55 1)All locations to center of pole baselhandhole. 0 2)Top of Foundation=3'above Proposed Grade. P3 31 20 1 40 N P3 63 1 20 d Tv HH1 P11 189 2 403 1 194 1 194 L3 c P11 LUM 15 2 100 N Zia 1i, 0 0 2992 385 257 1188 1738 0 908 908 Subtotal N d 0 0 299 39 26 119 174 0 91 91 10%Culling&Splicing O C TOTAL 0 0 3291 424 282 1307 1912 0 999 999 a - S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 QUANTITIES SHEET NUMBER N.04 �� \ ,_ \ � Q 0 5 10 Q; \ \\ %%/ SCALE IN FEET IF \ V \ I 1 \ f \ 0 \ / I \ I` � RELOCATE HANDHOLE / OUTSIDE OF TRAIL PAVING 41 (BY OTHERS) \ 15. I E II \ /\ ~ \/ ' I - -I- - - -T- - - RELOCATE HANDHOLE DN)- - T{IMON) — I IIIII k` OUTSIDE OF TRAIL PAVING _ _ — — — — — — I \ ,,v.. — EXTEND CONDUIT TO NEW - HANDHOLE LOCATION ' EXISTING TRAFFIC CONTROLLER — — — _� a I I I v- - :iii 1"�� EXISTING CONDUIT TO BE CUT I , TO NEW HANDHOLE LOCATION / 1 kh�i ` I i I • \ I ) - J/ 11111111H/1 II III/ p°°°°° l pp I o000o j° 11.411/41/4-'6'''' '.- - — — R.O.W. / t ' INSTALL NEW CONDUIT TO CONNECT TO NEW HANDHOLE LOCATION ,_ / I 0 ) I f r,,°' 0 I I �f ) - 1 "" AO' I O' I 1 w NOTE: rn ✓ I OPTION 1 To c I CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING SIGNAL SHUT DOWN INCLUDING in � - -.....■ FLAGGERS AND PCMS SIGNS. PCMS SIGNS SHALL BE IN PLACE A MINIMUM OF 5 DAYS IC I PRIOR TO TRAFFIC SIGNAL SHUT DOWN. e I • REMOVE ALL SIGNAL WIRE IN CONDUIT TO NEAREST HANDHOLE OR SIGNAL POLE • CUT CONDUIT TO BE REMOVED c I • INSTALL NEW CONDUIT AND HANDHOLE MORMON TREK BOULEVARD 1 . RE-RUN WIRE BACK TO CABINET AND RE-TERMINATE IN CABINET. 3 I m o OPTION 2 I SIGNAL SHALL BE TURNED OFF FOR CUTTING OF EXISTING CONDUIT TO BE REMOVED. S I WINDOW FOR TURNING OFF SIGNAL SHALL BE SATURDAY 8PM TO MONDAY 5AM. I CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING SIGNAL SHUT DOWN INCLUDING lJ EX/STING CONDUIT(TYP) FLAGGERS AND PCMS SIGNS. PCMS SIGNS SHALL BE IN PLACE A MINIMUM OF 5 DAYS 0 N PRIOR TO TRAFFIC SIGNAL SHUT DOWN. ANY DAMAGE CAUSED TO EXISTING WIRES m I DURING THE REMOVAL OF THE EXISTING CONDUIT SHALL BE THE RESPONSIBILITY OF THE / CONTRACTOR TO REPLACE WIRE FROM CABINET TO SIGNAL. I SCH 40 SPLIT CONDUIT IS ALLOWED TO BE USED TO EXTEND CONDUIT PROVIDING a I THAT CONDUIT DOES NOT REQUIRE THE USE OF TAPE,PLASTIC OR METAL BANDS TO a I • CONNECT CUT CONDUIT OBE REMOVODGETHER. i I • INSTALL NEW CONDUIT AND HANDHOLE I S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)--81-52 TRAFFIC SIGNAL SHEET NUMBER N.05 TRAFFIC SIGNAL SEQUENCE CHART (P5 02 vl AV • �7 - � .-1/4-NCLE AND 15 tit.GROUND TERMCUL ¢3 NORTH �8 �� �". � FLM#GE BOLT CIRCLE 01 06 •�I 1+5 ¢4+8 3+7 4+8 , ASBIr NO 4840 4 `-AS CAP n {.rl $Cf{ 4p AL PIPE A5HLY.NO. iCSS APPROACH FACE NO. CLEAR TO 0 CLEAR TO m CLEAR TO 0 3 CLEAR TO 0 k ,... �j -PART NO 11P6 PEDESTAL EL 2+6 AO ix 3+7 4+8 AO cr 4+8 AO 1Y 1 +5 2+6 AO d ' BASE CAST1nc 24,25 DW DW DW W FD Dw D nw Dw OW DW DW DW DW DW DW 's"�� POIARA PV518UTTON *ART NO.11 PBD BLAPft COVER :•--EN�-3T81-G-BD-EB C SOUTHBOUND COJER fur 8E CUSTON12E0 HWY 1 WIN LOGO OR OES191 ..---PART No 114140 1/4"INSERT _-A.RLY-NO.CEWA PEDESTAL NUT TO MOUNT CONTROL SNITCH BASE,OAR.HARDMARE. MD ANCHORS _.—- PART NO. 11 FB '-'2)3/8"SET SCAEw 4DESTAL VASE tAtiER ��� 5• STAFDARD - -- --. - ..5ABR:(4)5/8'a7-1/2'. Ii ,r-CABLE TETHER ANCHCR + I M4GHC1R BOLTS,MASHERS ATTACHf1EY1T(OPTH:NAL} AND FAITS INCLUDED um ASBLY 'f1 O W.EPDXY AND ANY 1fL BA`.f A#D M(».)?FlAArvE ASBLY, D, 4840 4'7t48-SG'+. LEVELO4G 9411,S BY INSTALLER I IMT N SHIA:AHQ1'OR GRACEill 40 AIUTA RPE I s (2)1/4'KSERT YA}TS IN0.UDE0 --- (YYA:X 1A/D1NG AREA i - .Z1 4eH — -_. --- ° i (INiLU[Y.FS AN�:NDRS) - — _- IN i. III TEINEN - - a• . = � SUNLESS STEEL BAIT/Ham B .'. a 'Q. I rilAN--------'tforta- w/IETHER OPT04 NI TRAFFIC SIGNAL PHASING DIAGRAM ' .'"'_ e 1 •- r:As»4G.BOLT Asu'RASHER o 0 0 0 0 - I ►. DOCW CPENLAK. I TY.S TS- D ll 1/':'EXPANSNON MINT - V. ,. •_ IPART ANv. 25G1 Si404p1D LUG CID1/4'MOIL CASTNE THICY.NE55 6'80.E dRCLE 03-- 0 1+5 -►ai-- ¢2+6 -0e-0- 0 3+7 -►-e-►- 0 4+8 - - I le DIA. • o V v • o 4 o 4 o 4 e 4 o -*-- FLOW PATH WHERE ALL PHASES ARE IN DEMAND -- - OPTIONAL FLOW PATH WHERE NOT ALL PHASES ARE IN DEMAND STAINLESS STEEL 0 HEx HEAD BOLT �. 4r! STAINLESS STEEL ` . - , Map HEX HEAD BOLT r IOU CIRCA -- y, W "411*". - - ,-- � GP SKID RESISTANT a` � KID 1•� SURFACE S RESISTANT 4 E PEKE COVER SURFACE o, (TYPE I,IQ PULL SLOT Y/0 PEICE COVER (TYPE IV) 0, COVER in 5`- CABLE HOOKS .75" 4 (4)REQUIRED •5" 1 o NI . y HANDHOLE DIMENSION :1,11-. 0,� TABLE(NOMINAL) m 0 LENGTH WIDTH DEPTH , EXTEND 8"GRANULAR TYPE "BEYOND • I (L) (D)BASE 6 r 1 I 1 a4 WALLS OF HANDHOLE. `1 I I II 30" 1T 24" i ' .0 III 36" 24" 30" 75- IV 48" 30" 36" TD to WA CITY T REVISION 8010.106 SCALE: NTS N PEDESTRIAN POLE&PEDESTRIAN POST FILE #: r° BOX ENGINEERING DIVISION DETAILS SHEET; J N U 0 •O 0_ PRECAST COMPOSITE HANDHOLE PEDESTRIAN PUSH BUTTON POLE AND FOUNDATION DETAIL Q. O NOT TO SCALE O NOT TO SCALE S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 DETAILS SHEET NUMBER N.06 WILLOW CREEK COURT (wcol wc02) I (WC05)—% (Wax WC03) -(WC10) 33+00 L (wCO6)-j (WCO7; ti WC08) \-(WC09) °�'ry WILLOW CREEK COURT CURB RAMP-STA: 33+00 0 5 10 1" = 10' SCALE IN FEET L 0 i I w CC I w C .).' (ESO4 (WS04 WS05 li WS01) (WS08 WS09 F. j (ES01 (ES05}- ® ES08 ---_ t J —� U) W; t • Z I — _ _ _ _ _ — _ 1110 oc> _ L 37+00 �. ' = .• —New 1 ES07) �'`� 30 ®i ES08) Ili U ES02 �� ES03 /,ti a iiisill§11\sl\is04111 :41 WS02) m 0 n _ .+) Y $~ cr, Q W ACI -•:\ • . .1 m To 0 N W U 2 SUNSET STREET CURB RAMPS - STA: 36+50 TO 37+75 TY 1" = 10' a a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 SIDEWALK COMPLIANCE PLAN SHEET NUMBER S.01 SIDEWALK COMPLIANCE This Data Entry Sheet fills Tab 113-10 effective 04-18-17 Does Designer Difference between Staking Legally Designed Slope and Acceptable need to obtain Required Measured FOR INFORMATION ONLY: Point to Point Sidewalk Designation Distance* A Elevation Slope Acceptable Maximum Legally Constructed design approval on this Slope Initials Remarks VALUES USED TO DETERMINE DESIGNED SLOPES Range Acceptable Range Range from Method's Quadrant? Engineer? FT FT % Pos. or Neg. 'Pos. or Neg. % Point Station Offset Elevation WC01 WCO2 Crosswalk Cross Slope - No Yield Condition 10.00 0.06 0.6% 0.0% to 5.0% 4.4% 0.0% to 5.0% WC01 32+95.043 -10.93 674.299 • WC01 WC04 Ramp Running Slope 5.93 0.47 7.8% 0.5% to 8.3% 0.5% 0.5% to 8.3% Yes Yes WCO2 33+05.048 -10.84 674.358 WCO2 WC03 Ramp Running Slope 5.84 0.43 7.3% 0.5% to 8.3% 1.0% 0.5% to 8.3% WC03 33+05.037 -5.00 674.784 WC03 WC04 Ramp Cross Slope 10.00 -0.02 -0.2% 0.1% to 2.0% 1.8% 0.1% to 2.0% WC04 32+95.037 -5.00 674.764 WC03 WC08 Landing/Turning Space 10.00 -0.15 -1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% WC05 32+85.037 -5.00 674.744 WC04 WC07 Landing/Turning Space 10.00 -0.15 -1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% WC06 32+85.037 5.00 674.594 WC07 WC08 Landing/Turning Space 10.00 0.02 0.2% 0.1% to 2.0% 1.8% 0.1% to 2.0% WC07 32+95.037 5.00 674.614 WC03 WC10 Sidewalk Running Slope 10.00 0.02 0.2% 0.5% to 5.0% 4.8% 0.5% to 5.0% WC08 33+05.037 5.00 674.634 WC10 WC09 Sidewalk Cross Slope 10.00 -0.15 -1.5% 0.5% to 2.0% 0.5% 0.5% to 2.0% WC09 33+15.037 5.00 674.654 WC09 WC08 Sidewalk Running Slope 10.00 -0.02 -0.2% 0.5% to 5.0% 4.8% 0.5% to 5.0% WC10 33+15.037 -5.00 674.804 WC07 WC06 Sidewalk Running Slope 10.00 -0.02 -0.2% 0.5% to 5.0% 4.8% 0.5% to 5.0% WC06 WC05 Sidewalk Cross Slope 10.00 0.15 1.5% 0.5% to 2.0% 0.5% 0.5% to 2.0% WC05 WC04 Sidewalk Running Slope 10.00 0.02 0.2% 0.5% to 5.0% 4.8% 0.5% to 5.0% WS01 W502 Crosswalk Cross Slope - No Yield Condition 10.64 0.06 0.5% 0.0% to 5.0% 4.5% 0.0% to 5.0% W501 36+82.258 -5.00 676.262 WS01 WS05 Ramp Running Slope 3.64 0.12 3.3% 0.5% to 8.3% 5.0% 0.5% to 8.3% WS02 36+78.615 5.00 676.32 WS02 WS03 Ramp Running Slope 5.00 0.33 6.7% 0.5% to 8.3% 1.6% 0.5% to 8.3% WS03 36+73.615 5.00 676.653 WS02 W505 Ramp Cross Slope 10.00 0.06 0.6% 0.1% to 2.0% 1.4% 0.1% to 2.0% W504 36+73.615 -5.00 676.553 WS03 WSO4 Ramp Cross Slope 10.00 -0.10 -1.0% 0.1% to 2.0% 1.0% 0.1% to 2.0% W505 36+78.615 -5.00 676.384 WSO4 WS05 Ramp Running Slope 5.00 -0.17 -3.4% 0.5% to 8.3% 4.9% 0.5% to 8.3% W506 36+63.616 5.00 676.653 W503 W506 Landing/Turning Space 10.00 0.00 e.ex 0.1% to 2.0% 2.0% 0.1% to 2.0% W507 36+53.616 5.00 676.434 WSO4 W509 Landing/Turning Space 10.00 -0.05 -0.5% 0.1% to 2.0% 1.5% 0.1% to 2.0% W508 36+53.616 -5.00 676.284 WS06 WS09 Landing/Turning Space 10.00 -0.15 -1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% WS09 36+63.615 -5.00 676.503 WS06 W507 Sidewalk Running Slope 10.00 -0.22 -2.2% 0.5% to 5.0% 2.8% 0.5% to 5.0% WS07 WS08 Sidewalk Cross Slope 10.00 -0.15 -1.5% 0.5% to 2.0% 0.5% 0.5% to 2.0% r-, WS08 WS09 Sidewalk Running Slope 10.00 0.22 2.2% 0.5% to 5.0% 2.8% 0.5% to 5.0% -..7--- ES01 E502 Crosswalk Cross Slope - No Yield Condition 9.95 0.11 1.1% 0.0% to 5.0% 3.9% 0.0% to 5.0% E501 37+32.548 -5.00 676.088 3 E501 E505 Ramp Running Slope 4.62 0.25 5.4% 0.5% to 8.3% 2.9% 0.5% to 8.3% E502 37+37.166 5.00 676.1.99 v w E502 E503 Ramp Running Slope 5.00 0.35 7.0% 0.5% to 8.3% 1.3% 0.5% to 8.3% E503 37+42.166. 5.00 676.549 a ES02 ES05 Ramp Cross Slope 10.00 0.14 1.4% 0.1% to 2.0% 0.6% 0.1% to 2.0% ESO4 37+42.167 -5.00 676.599 2 E503 ESO4 Ramp Cross Slope 10.00 0.05 0.5% 0.1% to 2.0% 1.5% 0.1% to 2.0% E505 37+37.166 -5.00 676.337 o ES04 ES05 Ramp Running Slope 5.00 -0.26 -5.2% 0.5% to 8.3% 3.1% 0.5% to 8.3% E506 37+52.166 5.00 676.549 J E503 ES06 Landing/Turning Space 10.00 0.00 0.0% 0.1% to 2.0% 2.0% 0.1% to 2.0% E507 37+60.080 5.00 676.695 - o ES04 E509 Landing/Turning Space 10.00 0.10 1.0% 0.1% to 2.0% 1.0% 0.1% to 2.0% ES08 37+59.861 -5.00 676.844 b ES06 ES09 Landing/Turning Space 10.00 0.15 1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% ES09 37+52.167 -5.00 676.699 i ES06 ES07 Sidewalk Running Slope 10.45 0.15 1.4% 0.5% to 5.0% 3.6% 0.5% to 5.0% 3 ES07 ES08 Sidewalk Cross Slope 10.00 0.15 1.5% 0.5% to 2.0% 0.5% 0.5% to 2.0% 9 ES08 ES09 Sidewalk Running Slope 5.22 -0.15 -2.8% 0.5% to 5.0% 2.2% 0.5% to 5.0% n Ia m 6 C 'o N m U N U N E 0. S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-8I-52 SIDEWALK COMPLIANCE PLAN SHEET NUMBER S.02 VOLUME TABLE VOLUME TABLE ALIGNMENT: HIGHWAY 1 TRAIL CL ALIGNMENT: HIGHWAY 1 TRAIL CL START STA: 10+00 START STA: 10+00 END STA: 39+00 END STA: 39+00 CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE CUT CUT FILL FILL CUMULATIVE CUMULATIVE FILL VOLUME W/ CUMULATIVE NET VOLUME W/ CUT CUT FILL FILL CUMULATIVE CUMULATIVE FILL VOLUME W/ CUMULATIVE NET VOLUME W/ AREA VOLUME AREA VOLUME CUT VOLUME FILL VOLUME 30%FILL NET VOLUME 30%FILL AREA VOLUME AREA VOLUME CUT VOLUME FILL VOLUME 30%FILL NET VOLUME 30% FILL STATION (SF) (CY) (SF) (CY) (CY) (CY) FACTOR(CY) (CY) FACTOR(CY) STATION (SF) (CY) (SF) (CY) (CY) (CY) FACTOR(CY) (CY) FACTOR(CY) 10+00 0 0 0 0 0 0 0 0 0 20+00 0 0 55 55 184 2904 3775 -2721 -3592 10+25 20 10 2 1 10 1 2 9 9 20+25 0 0 50 49 184 2952 3838 -2769 -3655 10+50 6 12 69 36 21 37 48 -17 -27 20+50 0 0 50 46 184 2998 3898 -2815 -3715 10+75 13 9 59 60 29 96 125 -68 -97 20+75 0 0 47 45 184 3043 3955 -2860 -3772 11+00 21 16 53 52 44 148 192 -104 -148 21+00 0 0 54 47 184 3089 4016 -2906 -3833 11+25 20 20 43 38 63 185 240 -122 -177 21+25 0 0 47 47 184 3136 4076 -2952 -3893 11+50 10 14 68 47 77 231 300 -155 -224 21+50 0 0 47 44 184 3179 4132 -2995 -3949 11+75 1 5 160 105 81 336 436 -255 -356 21+75 1 1 52 46 184 3224 4191 -3041 -4007 12+00 1 1 149 143 81 478 622 -398 -541 22+00 3 2 41 41 185 3265 4244 -3080 -4060 12+25 5 3 128 129 83 607 788 -524 -705 22+25 3 3 41 38 187 3302 4292 -3115 -4106 12+50 6 5 134 121 88 727 946 -640 -858 22+50 3 3 46 40 189 3341 4344 -3153 -4155 12+75 5 5 135 125 93 852 1107 -759 -1015 22+75 3 2 51 45 191 3386 4401 -3195 -4211 13+00 7 6 139 127 98 978 1272 -881 -1174 23+00 5 3 50 47 194 3432 4462 -3239 -4269 13+25 5 6 147 132 103 1110 1443 -1008 -1341 23+25 10 7 21 33 200 3465 4505 -3266 -4305 13+50 3 4 157 141 106 1250 1625 -1145 -1520 23+50 0 5 143 76 205 3540 4602 -3336 -4398 13+75 1 2 158 146 107 1396 1814 -1289 -1707 23+75 14 7 113 119 211 3658 4756 -3448 -4546 14+00 1 1 161 147 107 1543 2005 -1436 -1898 24+00 0 7 130 113 217 3771 4902 -3555 -4686 r" 14+25 0 1 170 153 107 1695 2203 -1588 -2096 24+25 0 0 153 131 217 3902 5072 -368 -4856 14+50 1 1 167 156 107 1850 2405 -1743 -2298 24+50 0 0 120 126 217 4027 5235 -3811 -5019 14+75 0 1 157 150 107 2000 2600 -1893 -2493 24+75 0 0 106 105 217 4131 5371 -3915 -5155 15+00 0 0 125 131 107 2130 2769 -2023 -2662 25+00 0 0 96 94 217 4225 5492 -4009 -5276 15+25 0 0 97 103 107 2232 2902 -2125 -2795 25+25 0 0 84 83 217 4308 5600 -4091 -5384 15+50 1 1 73 79 108 2310 3003 -2203 -2896 25+50 0 0 80 76 217 4383 5698 -4167 -5481 15+75 1 1 64 64 108 2374 3086 -2267 -2979 25+75 0 0 88 73 217 4456 5792 -4239 -5576 I 16+00 12 5 52 57 112 2430 3159 -2319 -3047 26+00 0 0 94 82 217 4537 5898 -4321 '' -5682 z 16+25 23 16 38 42 128 2472 3213 -2344 -3086 26+25 0 0 81 81 217 4617 6002 -4401 -5786 F g 16+50 20 21 26 27 149 2498 3248 -2350 -3099 26+50 4 2 47 57 218 4674 6076 -4457 -5859 16+75 14 16 18 20 164 2518 3273 -2354 -3109 26+75 1 2 3 23 220 4697 6106 -4478 -5886 ix 17+00 14 13 10 13 177 2530 3289 -2354 -3113 27+00 2 1 13 7 221 4704 6115 -4484 -5895 0 = 17+25 1 7 6 7 183 2537 3298 -2355 -3116 27+25 1 1 59 32 221 4736 6156 -4515 -5935 cc 17+50 0 1 13 9 183 2546 3309 -2363 -3127 27+50 0 1 72 61 221 4796 6235 -4575 -6014 .1:-? 17+75 0 0 11 11 183 2556 3323 -2374 -3140 27+75 0 0 37 48 221 4843 6296 -4623 -6075 ; 18+00 1 1 7 8 183 2564 3333 -2381 -3151 28+00 0 0 23 27 221 4870 6330 -4649 -6110 cn m 18+25 1 1 23 14 184 2578 3351 -2395 -3168 28+25 1 1 15 17 221 4887 6352 -4666 -6131 18+50 0 1 37 28 184 2605 3387 -2422 -3204 28+50 1 1 11 12 222 4898 6367 -4677 -6146 — m L 18+75 0 0 48 38 184 2643 3436 -2460 -3253 28+75 7 4 68 36 225 4934 6414 -4710 -6190 p 19+00 0 0 51 46 184 2688 3495 -2505 -3312 29+00 1 3 175 100 227 5033 6543 -4806 -6316 oo - 19+25 0 0 59 50 184 2738 3559 . -2555 -3376 29+25 1 1 225 161 228 5194 6751 -4966 -6524 G 19+50 0 0 60 55 184 2792 3630 -2609 -3447 29+50 0 1 245 205 228 5398 7018 -5171 -6790 i 19+75 0 0 64 57 184 2849 3704 -2666 -3521 29+75 0 0 206 209 228 5607 7289 -5379 -7061 E 0 S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 EARTHWORK TABULATION SHEET NUMBER T.01 VOLUME TABLE ALIGNMENT: HIGHWAY 1 TRAIL CL START STA: 10+00 END STA: 39+00 CUMULATIVE CUMULATIVE CUT CUT FILL FILL CUMULATIVE CUMULATIVE FILL VOLUME W/ CUMULATIVE NET VOLUME W/ AREA VOLUME AREA VOLUME CUT VOLUME FILL VOLUME 30%FILL NET VOLUME 300/o FILL • STATION (SF) (CY) (SF) (CY) (CY) (CY) FACTOR(CY) (CY) FACTOR(CY) 30+00 0 0 144 151 228 5757 7484 -5530 -7257 30+25 0 0 108 105 228 5862 7621 -5635 -7393 30+50 0 0 97 95 228 5957 7743 -5729 -7516 30+75 0 0 98 90 228 6046 7860 -5819 -7633 31+00 0 0 104 94 228 6140 7981 -5912 -7754 31+25 0 0 102 96 228 6235 8105 -6007 -7877 31+50 0 0 103 95 228 6329 8228 -6102 -8000 31+75 0 0 107 97 228 6426 8354 -6199 -8126 32+00 0 0 112 101 228 6527 8485 -6300 -8258 32+25 0 0 123 109 228 6636 8626 -6408 -8398 32+50 0 0 120 113 228 6748 8772 -6520 -8544 32+75 1 1 115 109 228 6856 8913 -6629 -8685 33+00 1 1 98 99 229 6955 9041 -6727 -8813 33+25 1 1 96 90 229 7044 9158 -6815 -8929 33+50 1 1 98 90 230 7134 9274 -6904 -9044 33+75 1 1 102 93 230 7226 9393 -6996 -9164 34+00 1 1 110 98 230 7324 9521 -7094 -9291 34+25 1 1 118 106 230 7429 9658 -7199 -9428 34+50 1 1 134 117 230 7546 9809 -7316 -9580 34+75 1 1 145 130 230 7675 9977 -7445 -9747 �� 35+00 1 1 175 148 230 7823 10169 -7593 -9940 `'` 1 4 35+25 0 1 203 166 230 7988 10384 -7758 -10154 `, ..-� 35+50 0 0 223 192 230 8180 10633 -7950 -10404 35+75 0 0 158 176 230 8356 10862 -8126 -10632 36+00 0 0 141 134 230 8489 11035 -8259 -10806 - p 36+25 0 0 167 129 230 8617 11202 -8387 -10972 g 36+50 1 1 156 145 231 8762 11390 -8532 -11160 �._.1 a 36+75 5 3 5 74 233 8835 11486 -8603 -11253 a cc 37+00 1 2 0 2 235 8837 11488 -8603 -11254 0 - 37+25 1 1 0 0 235 8837 11488 -8603 -11254 EARTHWORK NOTES x F- _ _ w 37+50 4 2 59 27 236 8864 11523 -8628 -11287 1. ESTIMATED QUANTITIES DO NOT TAKE INTO ACCOUNT THE REMOVAL OR REPLACEMENT OF 4-INCH DEPTH TOPSOIL. 0 37+75 10 20 186 100 256 8964 11653 -8708 -11397 2. NO EXCAVATED CLASS 10 MATERIAL SHALL BE HAULED OFFSITE. MATERIAL SHALL BE USED ON SITE IN 0 38+00 1 6 171 167 261 9130 11869 -8869 -11608 ACCORDANCE WITH THE PLANS. c E 38+25 0 1 146 144 261 9273 12055 -9012 -11794 3. THE QUANTITY FOR EXCAVATION,CLASS 10 REFLECTS THE"CUMULATIVE CUT VOLUME"FOR THE PROJECT. ii 38+50 0 0 97 97 261 9360 12168 -9099 -11907 4. THE QUANTITY FOR EMBANKMENT IN PLACE WAS CALCULATED AS FOLLOWS: a ":3 38+75 0 0 45 41 261 9401 12221 -9140 -11960 EMBANKMENT IN PLACE _ ((CUT) - (F+30%)) / (-1.3) O 39+00 1 1 2 15 262 9415 12239 -9154 -11978 N N EMBANKMENT IN PLACE = ((262) - (12239)) / (-1.3) = 9214 CY To V —U N O a` a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 EARTHWORK TABULATION SHEET NUMBER T.02 GENERAL NOTES STRUCTURAL STEEL THIS DESIGN IS FOR RETAINING WALL. 1. "SEE IOWA DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION SECTION 2408 STEEL STRUCTURES AND SPECIFICATIONS ON PLANS NET ALLOWABLE SOIL BEARING CAPACITY IS ASSUMED TO BE 1500 PSF. CONTRACTOR TO FOR POWDER COATING STRUCTURAL STEEL FRAMING FOR RAILING". VERIFY WITH TESTING BEFORE BACKFILLING UNDER FOOTING. FOLLOW GEOTECH RECOMMENDATIONS IF UNSATISFACTORY CAPACITY IS FOUND. 2. FASTENERS FOR RAILING SHALL BE STAINLESS STEEL PER PLANS AND IOWA DOT STANDARD SPECIFICATIONS. CLEAR DISTANCE FROM EDGE OF CONCRETE TO NEAR EDGE OR END OF REBAR IS 2" • UNLESS NOTED OTHERWISE. 3. ALL EXPOSED SURFACES OF STRUCTURAL STEEL INCLUDING RAILING SHALL BE GALVANIZED,THEN POWDER COATED. ALL EXPOSED CORNERS 90°OR LESS ARE TO BE FILLETED WITH A 3/4"DRESSED AND BEVELED STRIP. 4. PAINTED SURFACES SHALL BE PROTECTED FROM DAMAGE DURING SHIPMENT AND DURING ERECTION. ALL REINFORCING BARS AND BARS NOTED AS DOWELS SUPPLIED FOR THIS STRUCTURE SHALL BE DEFORMED REINFORCEMENT. TOPPING MATERIALS,BONDING AGENTS AND GROOVING SHALL BE IN ACCORDANCE WITH RAILING NOTES: IA DOT STANDARD SPECIFICATIONS SECTION 2413. THE MATERIAL FOR TUBE RAILS AND POSTS SHALL MEET THE REQUIREMENTS OF ALL FOUNDATION FOOTINGS SHALL BEAR ON A MINIMUM OF 2'-0"LAYER OF DENSE ASTM A500,GR.B,Fy=50 KSI. BASE PLATES,SPLICE PLATES,CHANNELS,BARS, GRADED COMPACTED CRUSHED LIMESTONE UNLESS OTHERWISE NOTED. ANY RODS AND SHIMS SHALL MEET THE REQUIREMENTS OF ASTM A36,Fy=36 KSI. UNDERLYING FAT CLAYS SHALL BE MAINTAINED NEAR THEIR IN-SITU MOISTURE CONTENT. PANELS AND END SECTIONS SHALL BE GALVANIZED,AFTER FABRICATION,IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM A123. CONCRETE FORMS ARE REQUIRED TO REMAIN IN PLACE 5 DAYS OR LONGER IN \ ACCORDANCE WITH ARTICLE 2403.M.2 OF THE STANDARD SPECIFICATIONS. ENDS OF RAIL SECTIONS ARE TO BE SAWED OR MILLED. ALL CUT ENDS ARE TO BE LJ TRUE,SMOOTH AND FREE OF BURRS OR RAGGED EDGES. ALL EXCAVATIONS SHALL BE PROPERLY AND SAFELY BACKFILLED. DO NOT PLACE GUARDRAIL PER V.03 —_= BACKFILL BEHIND RETAINING WALLS UNTIL CONCRETE HAS ATTAINED THE SPECIFIED PROVIDE 1/16"GALVANIZED STEEL SHIM FOR EACH RAIL POST. USE AS REQUIRED. COMPRESSIVE STRENGTH. BACKFILL BELOW GRADE WALLS EVENLY ON EACH SIDE TO PREVENT LATERAL EARTH PRESSURES. THE CONCRETE ANCHORS SHALL BE STAINLESS STEEL AND DRILLED AND EPDXY-SET INTO HARDENED CONCRETE.EPDXY SHALL BE AN ADHESIVE SYSTEM THAT HAS BEEN CONTRACTOR SHALL ACCOUNT FOR PUMPING OF WATER FROM THE EXCAVATION DUE TO PREVIOUSLY TESTED AND APPROVED BY IOWA DOT DEPARTMENT AND CAN in SURFACE WATER,GROUND WATER AND SEEPAGE. WITHSTAND FACTORED DESIGN LOADS FROM SPECIFICATIONS USING DIMENSIONS 3/4"CHAMFER,TYP. SHOWN AND ASSUMING CRACKED CONCRETE. DRILLED HOLES IN CONCRETE FOR ANCHOR RODS SHALL BE TO THE DIAMETER AND DEPTH REQUIRED BY THE ADHESIVE PROPOSED 10"THICK WALL 1/2"EXPANSION MATERIAL SPECIFICATIONS MANUFACTURER FOR THE SIZE AND TYPE OF ANCHOR ROD SPECIFIED.EPDXY AND WITH SEALANT ANCHOR RODS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURE'S WRITTEN P'0 CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD INSTRUCTIONS. T/WALL U SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION,CURRENT SERIES,PLUS SEE V.02 PROPOSED PAVEMENT APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS,DEVELOPMENT RAILING COMPONENTS SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM , t0 f SPECIFICATIONS,SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL A-123. PREPARE BY ABRASIVE BLAST CLEANING TO A MINIMUM OF SSPC-SP6 PRIOR • a a TO GALVANIZING. DO NOT QUENCH OR APPLY CHROMATE CONVERSION COATING. PROVIDE AN IOWA DOT CLASS 2 APPLY TO CONSTRUCTION WORK ON THIS PROJECT. MODIFIED SUBBASE ' ' PREPARE SURFACES AND PAINT IN ACCORDANCE WITH IOWA DOT STANDARD SURFACE FINISH IN SPECIFICATIONS , �, �, �, 40, �;; SPECIFICATION SECTION 2509. TOP COAT PAINT COLOR SELECTION BY OWNER. SECTION 2403 FOR EXPOSED <. :i�X:.i!X:.�!T-y�Y, . WELDING: AASHTO/AWS D1.5 AS SPECIFIED AND MODIFIED BY THE STANDARD i11y�1N�� i' FREE DRAINING GRANULAR FILL SPECIFICATIONS AND CURRENT SUPPLEMENTAL SPECIFICATIONS. RETAINING WALL. PROVIDE A RUBBED �,���;�;ITV; �: ALL RAILING POSTS TO BE VERTICAL AND TOP RAIL TO BE PARALLEL TO TOP OF s-P- - - - -V� (IDOT GRADATION 29)W/FILTER WORK. FINISH TO REMOVE ANY FORM LINES •� . - �_ter_,-., FABRIC SEPARATION TO SOIL NEWEL POST CAP SHALL BE NUMBER 5147 BY R&B WAGNER,NUMBER MI-145S BY #5 @ 12"O.C. " • a•tOJ r�'�r�'�j j j�., DRAIN TILE SLOPED TO �1.1�1. DESIGN STRESSES HOOVER FENCE COMPANY,5"x 5"SQUARE POST END CAP BY McNICHOLS,OR EQUAL. e.2 �_�_� Z 4 o• v., ",,if i DAYLIGHT AT EACH END C9 dell' if :, .: WITH RODENT GUARD " ter_:r.", r.�_.r_.._: FIELD VERIFY EXISTING DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION. #5 x N� @ 12"O.C. �� y��_�c.��.���y�: REINFORCING STEEL IN ACCORDANCE WITH SECTION 5,GRADE 60. d ;•:_.r_.7_t.-�.r-tr-tir-tr, 1'-0" • • ..-.f- �4tig to PROPOSED FOOTING CONCRETE IN ACCORDANCE WITH SECTION 5,fc=4000 PSI. _ -� ����� cn - I #5 @ 12"O.C.T&B 4 T/PARAPET a -_s _,2':f-.-..'7'7 w REINFORCED CONCRETE676.2±F.V.� `4 `— ► " C N �� °d t y —1 (V • w CONCRETE AND ACCESSORIES: N 4, N D 1. SEE IOWA DOT STANDARDS SPECIFICATIONS FOR HIGHWAY AND BRIDGE e , CONSTRUCTION SECTION 2403 STRUCTURAL CONCRETE,2405 FOUNDATIONS AND , 4 e ' jr SUBSTRUCTURES AND SECTION 2404 REINFORCEMENT. �_\ , G ' %%_ 11, 2. 28-DAY SPECIFIED CONCRETE COMPRESSIVE STRENGTH(fc)=4000 PSI N— EXISTING 3 1'-0" �4'j 10" / 2'-2" / CULVERT ROOF 0 3. REINFORCING STEEL: A615-GRADE 60 IDOT GRAD 12a -2 - o I 1 SECTION AT PROPOSED WALL OVER CULVERT 61/2"= 1' 0" -U , t d O a & S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 GENERAL NOTES AND DETAIL SHEET NUMBER V.01 I I RETAINING WALL QUANTITIES I I TNVALL 1 CONCRETE,CY STEEL,LBS RAILING,LF EXCAVATION,CY* BACKFILL,CY* GRANULAR BACKFILL,CY' 674.29 1 jI 39 6155 121 266 163 66 * QUANTITIES PROVIDED ARE APPROXIMATED. T/FTG I I CONTRACTOR TO CONFIRM ACTUAL AMOUNT OF • -- 0.50 I I EXCAVATION AND BACKFILL DURING CONSTRUCTION. I I ., 1 I1 I �� v.02 I U I 1 1 I I 678.52 L ', GUARDRAIL PER c° / V.03 3/4"CHAMFER,TYP. TOPSOIL,SEE CIVIL N T/WALL ° SEE V.02 •°• 6 En / T/GRADE , . Ailk �f . ►//\///\//////\//.//%\//\//\\Y PER C IVI L _ '� ievap1/A1/xo' .F'. ° / . / ' N• FREE DRAINING / •��.�,� GRANULAR FILL(IDOT � to fA Q GRADATION 29)WITH a ° PROVIDE AN IOWA DOT CLASS 2 '^ « 791,!/!9.4 /S a FILTER FABRIC �� � , •1 •t1 SEPARATION TO SOIL e.,. / SURFACE FINISH IN . •�t�! / SPECIFICATIONS SECTION 2403 - ��! eep DRAIN TILE SLOPED „. • '• %O tert fl TO DAYLIGHT AT w' w 1 -: FOR EXPOSED RETAINING WALL. • ��u� � '{�• �N' F / PROVIDE A RUBBED FINISH TO a /. J/ �/ J/• J/ ��� � i% � b EACH END WITH V.01 REMOVE ANY FORM LINES. �� , M44411494,14140.{{ RODENT GUARD etatacterlat o ' / / ' • r \//\/\ '\ / �i �2-0" • o d,hT/GRADE WOOparira--- #5 @ 12"O.C. T 9ALL // PER CIVIL ,/����\��\//��/ •,• SUITABLE BACKFILL z o_ I MATERIAL PER _. / , z —I 6 I SPECIFICATION PLACED IN 6 8"LIFTS AND COMPACTED 3 4i.._". / N a , • • #5 @ 12"O.C.x 3.-6"L z T/FTG / N a 672.00 V.02 - / N 4 ° < /j #5 @ 12"O.C. 10" z / X�®, T/FTG ' /.\/\\\%\�\%\\/ (7)#5 di SEE V.02 °• \ \ (• TNVALL . / / rL T • - * 1,-0" 675.90 ' \ ° - / 4 TYP. o co, 9 / / / / i c� :re�terw •iefef'•.1/•1/A %• / Rim /:. /.. /.• o II L1/i1�uot mz. / / / IDOT GRAD. 12a ./ 1%re/3A1-A'!A1 -43 .1 ♦.4 4 e1�.;� 4i:/. 04 /fO� �fzik4.4 -' N 1'-6" / 10" 3'-8" / PLAN - HIGHWAY 1 - CULVERT EXTENSION AND RETAINING WALL i 1 / SECTION - RETAINING WALL 0. a 3/32"=1'-0" � _ 1/2"=1'-0" S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 RETAINING WALL PLAN SECTION AND QUANTITIES SHEET NUMBER V.02 1'-2„ 1'-2" 1'2" ,'2„ / (4)SPCS.@ 8'-2"=32'8" 8 5„ (5)SPCS.@ 8'-6"=42'-6" (4)SPCS.@ 8'-2"=32'-8" / .ett e � .. e s ____-_,--- . ____________ ________ ____ ______________ ____________ ____________________ _________ -----_—______, 1'-3" / ,(1'-3" 1._3„ 1-3" I PROVIDE#5 DOWEL x 36"@ 12"O.C. DRILL&EPDXY SET 6"INTO ADJACENT WALL,TYP. • 53'-5" 34'-7" / (FIELD VERIFY) 34'-6" / I _I NOTE: ALL DIMENSIONS ARE HORIZONTAL,UNO '• RETAINING WALL PROFILE • I J 1/8"=1'-0" HSS3x3x3/16 CLOSURE AT -';•'� ,-\ -- JOINT OVER CULVERT,TYP. 5"NEWEL / 1'-2" / SEE RETAINING WALL PROFILE / POST CAP .j s NOTCH POST / J ■ FOR TOP RAIL V.03 HSS3x3x3/16 TOP RAIL HSS5x5x3/16 POST I r 1 r `- PUNCH 13/16"SQ. HOLES g" - L c., FOR 3/4"SQ.BARS(TYP. 1" 6" 1" o i — BOTTOM& co 41) a .1' M/ I I `' INTERMEDIATE RAILS 1/4 \ O O o \ c 3/16 I HSS5x5 POST g I .., ik N _ INTERMEDIATE 1/2"PLATE J M RAIL BAR 1/2"x2" o (4)11/16"0 a lja HOLES FOR 5/8"0 • 0 a EN ANCHORRAIL ANCHOR RODS z C3x5 C3� TYPICAL HANDRAIL SECTION 4 BASE PLATE DETAIL a w \ cc a 4"* \____ \ \ 10„ y TYP.@ \--13/4"SQ. BAR,TYP. 1 1/2"* 1 1/2"• 1"* 3 CLOSURE/3/16 V7 . 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USE AS REQUIRED PL. 1/4"x2" y 5 SHIM DETAIL CHANNEL CONNECTION TO POST d 11/2'=1,_0„ 6 3"=1-0" a S-H PROJECT NO.1181210 SHIVE-HATTERY IOWA CITY HIGHWAY 1 TRAIL-MORMON TREK BLVD TO SUNSET ST JOHNSON PROJECT NUMBER:TAP-U-3715(665)-81-52 RETAINING WALL PROFILE-HANDRAIL DETAILS SHEET NUMBER V.03 • P:\Projects\IC11181210\beliverables\Drawings\W.01-CROSS SECTIONS.dwg rn x A O m -I 0 _m N_ O //��\/ O+N WV J NV O.V O.V.OV N j N NW A Nli V J N0 J� JO+N W A Jti JT JV JOo V.D o''_"1 N N J N Ni El V OJ O+V J AJ N OJ o O O E1 N W p FA'm NJ W�JZ.81 O+ J w J (J VO.V VW V VO W El E. p NN N N Nro 0 X r o O b 1 r - - - - (I) I g o o O 1 I 1 / c rn -I v I 1 0 / II O 1 '' R1 J Z I i IO 721.8 ` ,/ 723.33 /\ V722.E I O 723.5 O 722.6 O / p_.Zmlo O o 722.84 y No723.13 ro // C+T /1 0 1 I I I/ 'r*-I �F I o 7 (JI . 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A fli O.V Oo.D O N N u A �ONi V m�0 J J J V J J V J J J V J1� J V J J V J V V V J V J J V J J J J V .7o J N IV J J J N J V J J V J V J V V V J O+N co A 0 O V CO ro 0 W N ONi J O:N W O A N A N - N b 0 N W A <T aT V Oo tD O+N N ON.V O A O A N W A EA'pNi N N N W + N A N Oo tD O A tJ� O�J W O N W O� O O+ u A U+ iO O +N W fli O.J W rp Oo �O O () 1 77 0 I f 1 / (n c - / - - o - 1 `� o - I - o 1 m 1 O / / to o CO 720.0 / + 0 719.0 //` Oa+ 0 717.9 ////J 0 717.1 // + 721.55 // I O 721.13 // N 720.70 // O 720.28 /r -4 J 0 CT //J/ ...-".." ,r' / r. . o r r''z / r ( // o ; o i c I\ 1 / 1. . . C \ \ o S• di: O+ N W A (n OI V Lo t0 O+N W A N El,V W.O O O+N W A N J. V J. t0 O N,,-,1 tN.f A tli ONi V m is-1 O = y m m Z m m x b 14+75 15+75 16+75 17+75 725 725 725 725 725 -- 725 725 - • • - 725 724 724 724 724 724 - 724 724 724 723 EDGE OF SHOULDER,TYP 723 723 723 723 - - 723 723 ' - 723 722 - � 722 722 I I— 722 722 -I I 722 722 - I 722 720 c'---- /"'PROPOSED GRADE,TYP. I 720 720 _---_ I 721 721 I 721 721 I 721 \ `/ 720 720 720 720 720 719 718 EXISTING ROW, P. '..1..., 718 718 719718 719 - 719 719 719 717 \ /---_ 717 717 \�- 719 719 \V. 717 71717 /—~-� 717 717 71717 7167 EXISTING GRADE,TYP.- \ / 716 716 \ ---- 716 716 / N. \ / I I \ '7 I I --- 716 716 I 716 715 \ / 715 715 \ / 715 715 N. 715 715 ---_ 715 714 \ -/ I 714 714 I I 714 714 - I , I 714 714 -_"�� I -- 714 713 N 712 \ // 713 713 \-.- ' 713 713 713 713 l----�- 713 / A 712 712 tV�, 712 712 712 712 712 711 / y11v/' 711 711 711 711 711 711 711 710 710 710 710 710 710 710 - 710 PROPOSED STORM SEWER,TYP. I I I I I - 709 • I 709 709 709 709 709 709 - 709 708 - I 708 708 1 I 708 708 I I 708 708 I 706 707 co N N 707 707 v rn 707 707 - N 707 707 • ,.�m 707 706 " ca 706 706 m 706 706 co 6 706 706 - 1cei 706 705 r 705 705 ' ' 705 705 ' ' 705 705 r r 705 -40 -20 0 20 40 -40 -20 0- 20 40 -40 -20 0 20 40 -40 -20 0 20 40 14+50 15+50 16+50 17+50 725 725 725 725 725 725 725 725 724 724 724 724 724 724 724 - 724 723 723 723 723 723 723 723 - 723 722 722 722 I 722 722 I- I 722 722 I I 722 721 - -- 721 721 -_- I 721 721 I I 721 721 I I 721 720 \ 720 720 -- _ 720 720 720 720 720 719 \ 719 719 - 719 719 __ 719 719 719 718 \ _ 718 718 ` 718 718 _-- - 718 718 718 717 \ /'�-- 717 717 \ 1` -- -- 717 717 `\� 717 717 717 716 \ 716 716 \ 716 716 716 716 716 715 \ // 715 715 I • // I \ � F---- ---__- I / 715 715 \ 715 715 715 714 \, 714 714 I \\ // 714 714 I \ - �' I 714 714 I ` -�� ----J 714 713 \ 7 713 713 _/p 713 713 • 713 713 --- I 713 712 \ / 712 712 I 11 - 712 712 712 712 --- - - 712 711 \-/ 711 711 V 711 711 711 711 711 710 710 710 710 710 710 710 710 709 709 709 I 709 709 I I 709 709 I 709 708 708 708 I 708 708 I I 706 708 1 708 707 ,o 0 707 707 ;-", 707 707 fo a 1,"i 707 707 _ n 707 706 oi0 -- 706 706 0 n 706 706 tD 0 706 706 - - - - e 0 - - 706 705 r ' 705 705 r A 705 705 ' r 705 705 r r 705 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 14+25 15+25 16+25 17+25 ' 725 725 725 725 725 725 725 - - 725 724 724 724 • 724 724 - 724 724 - • - 724 723 723 723 • - 723 723 723 723 723 722 I 722 722 I I 722 722 I I 722 722 I 722 721 -__ I 721 721 __- I I 721 721 I I 721 721 1 721 720 _----..` 720 720 -- 720 720 720 720 720 7198 \ 7198 7198 `N. 7198 7198 - 7198 7198 7198 718 _- 718 718 718 718 " \ 718 718 718 717 \ / 717 717 \ -- 717 717 \\ 717 717 717 716 \ / 716 716 716 716 \ 716 716 - -- _ 716 715 N.1) // I 715 715 1 \\ �/� I 715 715 •\ rt--- . 715 715 I 715 I I I \ -- I I `�1 ---- 714 - / 714 714 \ / 714 714 \ 714 714 714 713 \ // 713 713 713 713 713 713 713 712 \ / 712 712 I 712 712 712 712 712 711 -- 711 711 4 711 711 711 711 711 710 • 710 710 710 710 710 710 710 709 i 1 709 709 I I 709 709 I I 709 709 I 709 708 I 708 708 I I 708 708 I I 708 708 1 F';48 ' rn 707 -- - rn a 707 707 ,� 707 707 - n 707 707 - - - N - 707 706 a 0- - 706 706 0 706 706 f- tO - 706 706 - 0 •70t Cl) 705 ^ 705 705 n A 705 705 ' ' 705 705 r ' - 705' -r+° O -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 .:w+°" w - l- Yi N co 14+00 15+00 16+00 17+00 v...., '3'i 1n 725 725 725 725 725 725 725 725 Li ^ O 724 724 724 724 724 724 724 - -- 724- �;h U 723 723 723 723 723 - 723 723 - - --- - 73 722 I 722 722 I 722 722 * 722 722 I 0 721 I 721 721 _--- I 721 721 - -I - 721 721 I i -- 721 720 720 720 720 720 720 720 - 720 'm --- r,? c 719 i - 719 719 \ 719 719 719 719 - 719 ..1 .3 718 \\ _ 718 718 • 718 718 718 718 718 717 \- -' 717 717 \ -"--- 717 717 `\ 717 717 -- 717 716 Ci - 716 716 \ / 716 716 \ au 715 - \ / 715 715 715 715 \ i 715 715 �_ 715 714 \ // I 714 714 \' /// 1 714 714 J \ �� 714 714 I _ �-- 714 m 713 i / 713 713 -\ / 713 713 \ 713 713 - - - 713 712 ,-�/ 712 712 - `-/ 712 712 �' 712 712 - - 712 d AA V ,a 711 711 711 U 711 711 711 711 - 711 6 710 710 710 710 710 710 710 - 710 N 709 I 709 709 I 709 709 - J 709 709 I 1 709 °r 708 I 708 708 I 708 708 I 708 708 I I - 708 U 707 m 707 707 co cc, 707 707 4,m 707 707 m - - 707 'm 706 co al -. 706 706 n - 706 706 `D 706 706 706 705 F.- i,-.- 705 705 r ' 705 705 - It. n 705 705 R. 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E3 3 3 w 13 3 m m m SEEEEEE N EEEE m m m wmm mmm gEEA EEEEE °,3 a N 0 m m me m E mEE , EE m m o vw 3w N w m 0 8 mE v O 0 I G) I { EV E EOT NW A N 3 3 3iO N E A �1J r r� N m o m 678.8 COW t O m L O I Z N O z 13 0 m m c) z c m m 1 C w 01 a) rn CD T W N) N C) O Cl) CD m C) 1 0 z CD I m m z c s. „» . •__ m IT l o a) g.CA Prepared by:Brett Zimmerman,Public Works,410 E.Washington St.,Iowa City,IA 52240,(319)356-5044 Resolution No. 19-21 Resolution setting a public hearing on February 5, 2019 on plans, specifications, form of contract, and estimate of cost for the construction of the Highway 1 Trail— Sunset Street to Mormon Trek Boulevard Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said plans on file for public inspection. Whereas, funds for this project are available in account# R4225—Highway 1 Sidewalk/Trail. Now, therefore, be it resolved by the Council of The City of Iowa City, Iowa, that: 1. 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 5th day of February 2019, 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. 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. A 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 22nd day of January 2019 May 7.L1 ------— AO roved by ---- Attest: ./P—t._v--1• Jd—' / /—7— I Ci Clerk City Attorney's Office It was moved by Salih and seconded by Cole the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Cole X Mims X Salih X Taylor X Teague X Thomas X Throgmorton A Y\C'k pe r duo PRESS-CITIZEN M EDIA PART OF THE USA TODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA 522401825 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and that an advertisement, a printed copy of which is attached as Exhibit"A' and made part of this affidavit,was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0003352933 1/29/19 01/29/19 $36.62 Copy of Advertisement Exhibit"A" l/1 Subscribed and sworn to bef me by said affiant this 29th day of January, 20 9 Notary ublic `\\\O FECT �=�� Commission expires P.UB\ C • : 2 • #of Affidavits: w NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING 3, a °� ON PROJECT MANUAL AND ESTIMATED IG WAYD1 TRAIL FMORMON TREK BLVD TO SUNSET ST PROJECT IN THE CITY OF IOWA TTY,AXPAYERS OF THE CITY OF IOWA CITY IOWA, AND TO OTHER INTEttESTED PERSONS: Public notice is hereby given that the Cit Council of the City of Iowa City, Iowa, will conduct a public hearing on the Project Manual, including the plans specifications, contract, an* estimated cost for the construction of the Highway1 Trail — Mormon Trek Blvd to unset St Project in said cityat 7:00 p.m. on the 5th day of ebruary, 2019, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East Washington Street in said cancelled, att the lnextmm meeting of the City Council thereafter as ppsted by the City Clerk. is project includes installation of a 10' wide PCC trail and modification to associated utilities between Sunset Street and Mormon Trek Boulevard in Iowa City. Said Project Manual and estimated cost are now on file in the office of the Cit Clerk in the City Hall inIowa 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 Project Manual 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. Keine K. Fruehling, City Clerk Prepared by:Brett Zimmerman,Public Works,410 E.Washington St.,Iowa City,IA 52240 (319)356-5044 Resolution No. 19-37 Resolution approving project manual and estimate of cost for the construction of the Highway 1 Trail — Sunset Street to Mormon Trek Boulevard Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above- named project was published as required by law, and the hearing thereon held; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in account# R4225. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual 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 form and amount prescribed in the bidding proposal. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Bids for the above-named project are to be received by the DOT, Office of Contracts, 800 Lincoln Way, Ames, IA 50010, (515) 239-1414 before 10:00 a.m. on the 19th day of March, 2019. Thereafter, the bids will be opened and announced by the DOT, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 2"d day of April, 2019, or at a special meeting called for that purpose. Passed and approved this 5th day of February , 20 19 Ma r pproved b Attest: i6e--2 3o f City CI rk City Attorney's Office • Resolution No. 19-37 Page 2 It was moved by Salih and seconded by Thomas the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Cole X Mims X Salih X Taylor X Teague X Thomas X Throgmorton Julie Voparil From: Julie Voparil Sent: Wednesday, February 27, 2019 4:57 PM To: 'mbiplanroom-dsm@mbionline.com' Subject: Notice to Bidders- Post 2/28 or 3/1 Attachments: Notice to bidders- Highway 1 Trail.doc Please post attached on 2/28 or 3/1. Notice to Bidders for: Highway 1 Trail—Sunset Street to Mormon Trek CITY OF IOWA CITY Julie Voparil UNESCO CITY OF LITERATURE Deputy City Clerk www.ICGOV.ORG 319-356-5040 410 E Washington St Iowa City,IA 52240 1 A,2,610 IOWA LEAGUE Qf CITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Notice to Bidders - Highway 1 Trail - Sunset Street to Mormon Trek Boulevard Classified ID: 115249 A printed copy of which is attached and made part of this certificate, provided on 02/28/2019 to be posted on the Iowa League of Cities' internet site on the following date: February 28 , 2019 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 2/28/2019 :76—ty" Alan Kemp, Executive Director NOTICE TO BIDDERS STATE OF IOWA — Sealed bids will be received by the Iowa Department of Transportation (DOT), Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010 on March 19, 2019 at 10:00 A.M. for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen at the Office of Contracts until noon on the day previous to the letting. Proposal guaranties are to be sent to the Office of Contracts at the address above. Iowa DOT personnel will be available to accept proposal guaranties during regular business hours of 8:00 a.m. to 4:30 p.m. The Iowa DOT uses the Bid Express website (www.bidx.com) as an official depository for bid submittal. The Iowa DOT will ensure this depository is available for a two-hour period prior to the deadline for submission of bids. If there is an interruption of communications or loss of service by Bid Express during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Office of Contracts after 10:30 A.M. on the day bids are to be received, unless otherwise specified by the Iowa DOT. All proposals must be filed on the forms furnished by the Office of Contracts, sealed and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa DOT 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 Proposal Guaranty/Bid Bond (form 131084) or a properly completed Contractor's Annual Bid Bond (form 650043) may be used in lieu of the monetary options specified above. Both forms are available from the Office of Contracts. Per Iowa Code section 423.3 (80), the contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and certificate of insurance within 30 days of the approval date for awarding the contract will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa DOT (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 (DBE) goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without DBE goals, the contractor must show that affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some 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 open for bids and details for each project will be available to potential bidders and suppliers three (3) weeks prior to the letting date at: www.bidx.com/ia/main or www.iowadot.qov/contracts/index/htm or by calling the Office of Contracts at 515-239-1414. Minimum wage rates for all federal-aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal-aid highway system. All federal-aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 Stat.357) and implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within Iowa, and also, a resident bidder shall be allowed a preference against a nonresident 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 County: JOHNSON Proposal ID: 52-3715-665 Work Type: PCC SIDEWALK/TRAIL DBE Goal: 3.0% Working Days: 60 Late Start Date: 05/06/2019 Guarantee: $50,000.00 Project: TAP-U-3715(665)-8I-52 Route: IA 1 TRAIL Location: IN THE CITY OF IOWA CITY, HIGHWAY 1 FROM MORMON TREK BOULEVARD TO SUNSET STREET Julie Voparil From: Kelsey Hutchison <khutchison@mbi.build> Sent: Friday, March 01, 2019 1:24 PM To: Julie Voparil Subject: Certificate for Notice to Bidders Attachments: 03.01.19 notice to bidders.pdf Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned,the duly qualified and acting President/CEO of the CU Network,and that as such President/CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS PCC Sidewalk/Trail for the county of Johnson A printed copy of which is attached and made part of this certificate,to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation,on the following date(s): March 1, 2019 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. CL& E(AI O March 1, 2019 Date President/CEO of The Construction Update Plan Room Network Kelsey Hutchison Master Builders of Iowa•Administrative Assistant 221 Park Street•PO Box 695•Des Moines•Iowa•50306 [d]515.657.4381 •[o]515.288.8904 [e]khutchison@mbi.build •[w]www.mbi.build[Plan Room]www.iowaconstructionuodate.com Stay , 'T • tor if Connected y ' ' i n . • NEW SITE. NEW STYLE. SAME MISSION WWW. MBIIBUILD 1 RECEWED FEB 2 8 2019 NOTICE TO BIDDERS STATE OF IOWA — Sealed bids will be received by the Iowa Department of Transportation (DOT), Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010 on March 19, 2019 at 10:00 A.M. for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen at the Office of Contracts until noon on the day previous to the letting. Proposal guaranties are to be sent to the Office of Contracts at the address above. Iowa DOT personnel will be available to accept proposal guaranties during regular business hours of 8:00 a.m. to 4:30 p.m. The Iowa DOT uses the Bid Express website (www.bidx.com)as an official depository for bid submittal. The Iowa DOT will ensure this depository is available for a two-hour period prior to the deadline for submission of bids. If there is an interruption of communications or loss of service by Bid Express during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Office of Contracts after 10:30 A.M. on the day bids are to be received, unless otherwise specified by the Iowa DOT. All proposals must be filed on the forms furnished by the Office of Contracts, sealed and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa DOT 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 Proposal Guaranty/Bid Bond (form 131084) or a properly completed Contractor's Annual Bid Bond (form 650043) may be used in lieu of the monetary options specified above. Both forms are available from the Office of Contracts. Per Iowa Code section 423.3 (80), the contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and certificate of insurance within 30 days of the approval date for awarding the contract will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa DOT (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 (DBE)goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without DBE goals, the contractor must show that affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some 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 open for bids and details for each project will be available to potential bidders and suppliers three (3) weeks prior to the letting date at: www.bidx.com/ia/main or www.iowadot.gov/contracts/index/htm or by calling the Office of Contracts at 515-239-1414. Minimum wage rates for all federal-aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal-aid highway system. All federal-aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 Stat.357) and implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within Iowa, and also, a resident bidder shall be allowed a preference against a nonresident 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 County: JOHNSON Proposal ID: 52-3715-665 Work Type: PCC SIDEWALK/TRAIL DBE Goal: 3.0% Working Days: 60 Late Start Date: 05/06/2019 Guarantee: $50,000.00 Project: TAP-U-3715(665)-81-52 Route: IA 1 TRAIL Location: IN THE CITY OF IOWA CITY, HIGHWAY 1 FROM MORMON TREK BOULEVARD TO SUNSET STREET Prepared by:Brett Zimmerman,Public Works,410 E.Washington St.,Iowa City,IA 52240(319)356-5044 Resolution No. 19-95 Resolution awarding contract and authorizing the City Engineer to sign and the City Clerk to attest a contract for construction of the Highway 1 Trail — Sunset Street to Mormon Trek Boulevard Project [TAP-U-3715(665)-81-52]. Whereas, Peterson Contractors Inc. of Reinbeck, Iowa, has submitted the lowest responsible bid of$758,545.25 for construction of the above-named project; and Whereas, funds for this project are available in the Highway 1 Sidewalk/Trail account #R4225; and Whereas, the City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above- named project. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The contract for the construction of the above-named project is hereby awarded to Peterson Contractors Inc., subject to the condition that awardee secure adequate bond and insurance certificates. 2. The City Engineer is hereby authorized to sign the contract for construction of the above- named project and the Contractor's Bond, subject to the condition that awardee secure adequate bond and insurance certificates. Passed and approved this 2nd day of April _, 2019 M or proved by Attest: ; p Q . / - ? — Ci Clerk City Attorney's Office It was moved by Mims and seconded by Salih the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Cole x Mims x Salih x Taylor x Teague x Thomas x Throgmorton Prepared by: Joe Welter,Engineering Division, Public Works,410 East Washington Street, Iowa City, Iowa 52240(319)356-5144 Resolution No. 22-786 Resolution accepting the work for the Highway 1 Trail — Sunset Street to Mormon Trek Boulevard Project [TAP-U-3715(665)-8I- 52]. Whereas, the Engineering Division has recommended that the work for construction of the Highway 1 Trail — Sunset Street to Mormon Trek Boulevard Project [TAP-U-3715(665)-8l-52], as included in a contract between the City of Iowa City and Peterson Contractors, Inc. of Reinbeck, Iowa, dated April 16, 2019, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Highway 1 Sidewalk/Trail, Account Number R4225; and Whereas, the final contract price is $785,422.34. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 15th day of November , 2022 Ma . Approved by Attest: 1 ' L ` City Clerk City Attorn 's Office (Sara Greenwood Hektoen — 11/10/2022) It was moved by Weiner and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Alter X Bergus X Harmsen X Taylor X Teague X Thomas Weiner Form 161419 (12-16) IOlIIADO1 BUSINESS3877 CONTRACTOR'S PERFORMANCE BOND 107048993 Bond Number: Contract I.D.: 52 3715 665 County: Johnson KNOW ALL PERSONS BY THESE PRESENTS:That we, Peterson Contractors,Inc. of P.O.Box A Reinbeck Iowa 50669 (hereinafter called the Principal)and Travelers Casualty and Surety Company of America of 1 Tower Square S202B Hartford Connecticut 06183 (hereinafter called the Surety)are held and firmly bound unto the City of Iowa City (Iowa DOT,County,or City name,etc.) (hereinafter called the Contracting Authority)Iowa,in the sum of Seven Hundred Fifty Eight Thousand Five Hundred Forty Five Dollars and Twenty Five Cents dollars ($ 758,545.25 ) lawful money of the United States, to the payment of which sum, well and truly to be made, we bind ourselves, our executors, administrators,successors,and assigns jointly and severally by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,THAT whereas the above bounden Principal did enter into a written contract with the Contracting Authority to perform PCC Sidewalk/Trail,Project Number:TAP-U-3715(665)--8I-52 as called for March 19,2019 Letting Copy of which contract,together with all of its terms,covenants,conditions,and stipulations,is incorporated herein and made a part hereof as fully and completely as if said contract were recited at length;and whereas,the principal and sureties on this bond hereby agree to pay all persons,firms, or corporations having contracts directly with the principal or with subcontractors,all just claims due them for labor performed or materials furnished, in the performance of the contract on account of which this bond is given,when the same are not satisfied out of the portion of the contract price which the public corporation is required to retain until completion of the public improvements,but the principal and sureties shall not be liable to said persons,firms,or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. Now, if the principal shall in all respects fulfill his said contract according to the terms and tenor thereof, and shall satisfy all claims and demands incurred for the same,and shall fully indemnify and save harmless the Contracting Authority from all costs and damages which it may suffer by reason of failure to do so and shall fully reimburse and repay the Contracting Authority all outlays and expense which it may incur in making good any such default,then the obligation is to be void and of no effect:otherwise to remain in full force and effect.Every surety on this bond shall be deemed and held,any contract to the contrary notwithstanding,to consent without notice: 1. To any extension of time to the contractor in which to perform the contract. 2. That the bond shall remain in full force and effect until the contract is completed within the specified contract period,within an extension thereof,or within a period of time after the contract period has elapsed and the liquidated damage is being charged against the contractor. 3. To any change in the plans,specifications,or contract,when such change does not involve an increase of more than 20 percent of the total contract price,and shall then be released only as to such excess increase. 4. That no provision of this bond or of any other contract shall be valid which limits to less than five years from the completion of the contract the right to sue on this bond for defects in work quality or material not discovered or known to the Contracting Authority at the time such work is accepted. This bond is to be considered a performance bond and secures the Contracting Authority the right to recover from the contractor on account of material or labor entered into the work or work performed not in accordance with the contract,specifications,or plans.The contractor does not by this obligation guarantee to maintain the work for five years. Page 1 of 2 Form 181419 112_16, I OWA DOT CONTRACTOR'S PERFORMANCE BOND Bond Number: 107048993 Contract I.D.: 52-3715-665 County: Johnson IN WITNESS WHEREOF,we have hereunto set our hands and seals this 12 day of April 19 Jay D. Freiermuth Attorney-in-fact Holmes Murphy &Associates, Inc. By: By: Title Title Address: Principal Surety By: By: Title Title Address: For contracts where a County Board of Supervisors is the Contracting Authority: This bond approved by the Board of Supervisors of County, this day of Signature Title For contracts where neither the DOT nor a County Board of Supervisors is the Contracting Authority: This bond approved by the (Contracting Authority) this day of Signature Title DISCLOSURE STATEMENT FOR CONTRACTOR'S PERFORMANCE BONDS The information requested will be used by the Iowa Department of Transportation to determine if a contractor/vendor is bonded in accord with the requirements established by the contracting authority.This secures the IDOT and/or the State of Iowa the right to recover from the contractor/vendor if material orlabor entered into the work performed is not in accord with the contract,specifications,or plans.Persons outside the Department may occasionally request this information.Failure to provide all required information will result in denial of the award of the contract. Page 2 of 2 WARNING: POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERSFarmington Casualty Company St.Paul Mercury Insurance Company Fidelity mid Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Pant Eire and Marine insurance Company United Stales Fidelity and Guaranty Company. St.Paul Guardian insurance Company 107048993 Attorney-In Fact No. 226656 Certificate No. 0 05 57 363 7 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company,St, Paul Fire and Marine Insurance Company. St. Paul Guardian Insurauce Company,St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut.that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the Stale of Iowa,and that Fidelity and Guaranty insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Mark C.Lear,Richard W.DuPont,Timothy R.Egan,Lisa M.Dedert,Mary Buschmann,Matthew Wilson,Kenneth C.Smith,Brian Carr,Alice F. Fifield,Lynn H.Cracraft,William E.Knoblauch,Cathy P.Nash,Renee M.Bomanz,Ryan W.McAteer,Joan F.Friedel,Cheryl L.McAleenan, Christopher M.Garrett,Thomas G.Tedesco,Ryan McHugh,Tonya A. Legate,Andrea Savala,Kyle Fuller,Nathan Paddock,and Blake Messer Jay D.Freiertnuth of the City of St.Louis ,State of Missouri their true and lawful Attorney(s)•in-Nast, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF.the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed.this 24th day of July 2013 Farmington Casualty Company St.Paul Mercury insurance Company Fidelity and Guaranty insurance Company Travelers Casualty and Surely Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty trod Surely Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company w- . •t�, ,!!Ii lN..�ks �INIY9 ♦[Y 4M0 rO�L tr @ °'W r� t3', l� F� ^r it Po. -- �c.♦. ',1n\, �� .yy"� `'b1 i 19112 6 0 1927 u o a 4 r t uumroro. awir 4 J, n �i o CPho j la'.Z ? v.\ I� � 1951 • F�i,, , seni.�o ssar.:%rJ r � }�ra� , 3 4 ^ °�.e,:c� ai iS...µVat 1._ ♦ , ,ss'. i - r,�. Ah w. State of Connecticut By: City of Hartford ss. Robert L.Raev..cnior Vice President On this the 24th Julyof July 2013 before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company. Fidelity and Guaranty insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surely Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company.and that he,as such,being authorized so to do.executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 0,1ET in Witness Whereof,i hereunto set my hand and official seal. �OTA►t wA. " . My Commission expires the 30th day of June,2016. * p egll t5 * AiWaric C.'fetreautu,Notary Public 0 t/ 58440-8-12 Printed in U.S.A WARNING:THIS POWER OF ATTORNEY I$,INVALIO WITHOUTT HERED�BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St. Paul Guardian Ltsurance Company,St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company.Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. 12 4 2019 IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of 20 . 716ri✓° Kevin H.Hughes,Assistant Sec -nary d GikiWI` ,',.,,_ ' psr a ►w-IV- '1,MfV4 �,,"n►e Ma4'4, , V,�,. ,troy, 4'L �tiro� �/ � 4p^ �+ 0 1r ftt26 a 40 ' N(�dbatum ,; yy, I .7 ° ,,,'> !1 t'/ ...4 � `T 1 `; s a� 1 19sl1t ��� F.AL�6' t\381CLi �� ' ilkir!a! , N To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to whirls the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Tammy Neumann From: Joe Welter Sent: Monday, November 21, 2022 10:55 AM To: Tammy Neumann; Ashley Platz; Kellie Fruehling Cc: Wendy Mayer; Jason Havel; Kim Sandberg Subject: RE: HWY 1 Trail Sunset to Mormon Trek City Clerk Staff, I am sorry for the confusion. When I prepared the council documents, I did not know that DOT projects do not have a maintenance or payment bond. Revisions to Novus were intended, but did not make it into what city council approved. DOT projects only have a performance bond, which covers the activities during construction (nothing after construction). As you requested, I am reiterating that only a performance bond exists for the Highway 1 Trail—Sunset to Mormon Trek Project. That document was provided to the Clerk's Office this morning. Joe CITY OF IOWA CITY Joseph B. Welter, PE, PMP UNESCO CITE" OF LI T ERATURL Senior Engineer Office:(319)356 5144 1 Cell:(319)331-6663 WWW.ICGOV.ORG 410 East Washington Street 0 0 0 Iowa City, Iowa 52240 From:Tammy Neumann Sent: Monday, November 21, 2022 10:19 AM To:Joe Welter<JWelter@iowa-city.org> Subject: RE: HWY 1 Trail Sunset to Mormon Trek Joe, I will need the performance and payment bonds for the file. Thanks, Tammy Win I Z WA CITY TAMMy Nel1MANN A UNESCO CITY OF LITERATURE ADMINISTRATIVE SECRETARY WWWICGOV.ORG CITY CLERK'S OFFICE 0000 P:319-356-5043 410 E WASHINGTON ST IowA CITv,IA 52240 From:Joe Welter<JWelter@iowa-city.org> Sent: Friday, November 18, 2022 1:15 PM To:Tammy Neumann <tneumann@iowa-city.org> Cc: Wendy Mayer<WMayer@iowa-city.org> Subject: RE: HWY 1 Trail Sunset to Mormon Trek 1 Tammy, The bond on DOT projects is only a performance bond. There is not a maintenance bond on DOT funded projects. The maintenance bond specifies a maintenance period(e.g. two, three, five years). I was told by Jason and Scott that submittal of the bond is not needed. Joe CITY OF IOWA CITY Joseph B. Welter, PE, PMP UNESCO CITY Of LITE.RATLRE Senior Engineer Office:(319)356 5144 I Cell:(319)331-6663 WWWICGOVORG 410 East Washington Street 0 0 0 Iowa City, Iowa 52240 From:Tammy Neumann Sent: Friday, November 18, 2022 12:31 PM To:Joe Welter<JWelter@iowa-city.org> Subject: HWY 1 Trail Sunset to Mormon Trek Hi Joe—Do you have the Performance, Payment and Maintenance Bond documents for the above project? Thank you, Tammy ZWA CITY 7AMMy Ne4MANN A UNESCO CITY OF LITERATURE ADMINISTRATIVE SECRETARY WWWICGOV.ORG CITY CLERK'S OFFICE 00 . 0 P:319-356-5043 410 E WASHINGTON ST IOWA CITY,IA 52240 2