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420TH STREET CORRIDOR IMPROVEMENTS/2009
011 r I , - 1. k., 9 Am-�- IOWA CITY ENGINEERING DIVISION INDUSTRIAL PARK x 420TH STREET INDUSTRIAL PARK E A \7 Foth I I LOCATION MAP - SITE 1 (EXHIBIT A) IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2009_R -014 as of the date shown opposite its signature below. RECIPIENT: Date: May 5 By: Re Title: a or certify that I am _ N r_T k- I' and that e ,who o f T Ewa c i was duly signed said Agreement for and on behalf of the gi authorized to execute the same by virtue of a formal Resolution duly of sed and adopted _ on the 5 th Y �y M Signed: c/ Date: 5- ' 20 Address: 410 E. Washington street Iowa City IOWA DEPARTMENT OF TRANSPORTATION planning and Programming Division 800 Lincoln Way, Ames, Iowa 50010 Date By: Stuart P. Anderson Director Office of Systems Planning 5'— � l _,20---'q Project Site Man. Exhibit A Iowa City 0 0 0 ti Y 0 00 LLI W QM 0 z z U LU _J z 0 0 T • • • • 1 URBAN STANDARD DETAILS FOR PUBLIC IMPROVEMENTS ALL STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO CONSTRUCTION WORK ON THIS PROJECT, THE FOLLOWING DETAILS ARE BROUGHT TO THE CONTRACTOR'S ATTENTION: FIGURE NAME DATE NO. 2010.1 DETAILS OF EMBANKMENTS. AND REBUILDING EMBANKMENTS 10 -21 -2008 3010.101 TRENCH BEDDING AND BACKFILL ZONES 04-21 -2009 3010.102 RIGID GRAVITY PIPE TRENCH BEDDING 04 -21 -2009 3010,103 FLEXIBLE GRAVITY PIPE TRENCH BEDDING 04- 21-2009 3010,104 PRESSURE PIPE TRENCH BEDDING 04- 21-2009 3010.903 FLOWABLE MORTAR FILL UTILITY LINE SUPPORT 1e -21 -2008 4020.211 SPECIAL PIPE CONNECTIONS FOR STORM SEWER 04 -21 -2009 4030.221 RCP APRON SECTION FOOTING 10 -21 -2008 4040.231 SUBDRAINS MODIFIED 4040.232 SUBDRAIN CLEANOUTS 10 -21 -2008 4040.233 SUBDRAIN OUTLETS MODIFIED 5010.102 TRACER SYSTEM MODIFIED 6010.301 CIRCULAR SANITARY SEWER MANHOLE MOOIFIEO 6010.305 TEE- SECTION SANITARY SEWER MANHOLE HOOFED 6010.306 CHIMNEY SEALS FOR SANITARY SEWER MANHOLES MODIFIED 6010.401 CIRCULAR STORM SEWER MANHOLE 04 -21 -2009 6010,403 DEEP WELL RECTANGULAR STORM SEWER MANHOLE MODIFIED 6010.405 TEE - SECTION STORM SEWER MANHOLE 04 -21 -2009 6010.508 SINGLE OPEN - THROAT INTAKE, LARGE BOX 04 -21 -2009 6010.510 DOUBLE OPEN - THROAT INTAKE, LARGE BOX 04 -21 -2009 6010.601 CASTINGS FOR SANITARY SEWER MANHOLES MODIFIED 6010.602 CASTINGS FOR STORM SEWER MANHOLES MODIFIED 7010.4A JOINTS (TRANSVERSE CONTRACTION) 10 -17 -2006 7010.48 JOINTS (LONGITUDINAL CONTRACTION) 10 -17 -2006 7010.4C JOINTS (EXPANSION) 1- 25-2001 7010.7A PCC CURB DETAILS 10 -18 -2005 7030.101 CONCRETE DRIVEWAY, TYPE A 10 -21 -2008 7030.201 CLASSES OF SIDEWALKS 10 -21 -2008 7030,204 GENERAL CURB RAMP DETAILS 10-21-2008 7030.2071 CURB RAMP W /INTERSECTION BAD. FOR CL B OR C SIDEWALK 10-21-2008 9040.19 SILT FENCE 10-17 -2006 9040.2 FILTER BERM & FILTER SOCK 10 -17 -2006 9060.1 ICHAIN LINK FENCE INSTALLATION DETAILS 01 -01 -1998 9060.2 CHAIN LINK FENCE DETAILS 01 -01 -1998 EC -201 STANDARD ROAD PLAN - INLET PROTECTION 4006.4 04 -30 -02 101 -5 -IOWA DESIGN DATA URBAN HIGHWAY 6 OLDER 20 AADT V.P.D. ONE CALL 20 AADT V.P.D. �' 800 /292 -8989 20 DHV V.P.H. wr -evoee -roe -ow TRUCKS 0.03 Total HIGHWAY Design d Design Speed 40 mph Speed / RED110E0 f0A } DO NOT SCALE PLANS OF PROPOSED IMPROVEMENTS FOR 2010 FROM MHWAY 0 MY TO MW LN76 MY OF MINA CIVYf WMA CIYY CONTRACT NO.18888- 484710 LOCATION MAP NOT TO SCALE ---- ad"7 77-i- ..-- ----- ------------------ - ----- -- - - - - - -- - 117-79N 19 24 ICI JEC' \TIO IOWA CITY SUPPLEMENTAL SP IeCIFICATIONS AND DETAILS SHALL APPLY TO CONSTRUC ON WORK ON THIS PROJECT, THIS PROJECT SH L BE BUILT UNDER THE CONDITIONS OF THE ARMY CORPS OF ENG IN S NATIONWIDE PERMIT NUMBER CEMVR -OD -P- 2009 -942 A PERMIT NUMBER CEMVR -OD -P- 2009 - 942 -1. O ER: ENGINEER: CITY O IOWA CITY EOTII INFRASTRUCTURE & ENVIRONMENT, LLC C/ AN SCOTT, P.E. C/O SCOTT SOVERS, P.E. 410 156e WASHINGTON STREET 4211 GLASS ROAD NE, SUITE B IOWA CITY, IA 52240 CEDAR RAPIDS, IA 52402 PHONE: (319) 356 -5144 PHONE: (319) 3659565 FAX: (319) 356-5007 FAX: (319) 3659631 CITY OF IOWA CITY Foth Infrastructure & Environment, LLC 4211 Glass Road NE, Suite B Cedar Rapi W52402 -2515 Phone: 3193659565 Fax: 3193659631 ENGINEER: FOTH INFRASTRUCTURE & ENVIRONMENT, LLC 1 ENGLISH I CITY OF IOWA CITY CITY OF IOWA CITY JOHNSON COUNTY 2/ � 2010 �< W Ciry C1er� Town Cky, CITY CONTRACT NO.: 3888 - 434710 1 SHEET NUMBER A.01 I hereby co'Ry that this eng, rmg document .as prepared by me 105-3 INDEX OF SHEETS licensed Professional Engineer under a Ines of the Stole of 07.2187 SIO,y DESCRIPTION �ofe 9 tm A.01 TITLE SHEET A.02 LEGEND & SYMBOL INFORMATION SHEET Z SCOTTK. A.03 PROJECT LOCATION MAP - SANITARY SEWER MAIN License Number 17141 A.04 GENERAL NOTES My license rane rrol dale is OECEIABER 31, 2011 B.01 -B.20 TYPICAL CROSS- SECTIONS AND DETAILS Pages or sheets covered by this seal: C.01 -C.17 ESTIMATE OF QUANTITIES AND GENERAL INFORMATION ALL SHEETS 0.01 -0,07 PLAN AND PROFILE SHEETS - 420TH STREET E.01 PLAN AND PROFILE SHEETS - US HIGHWAY 6 RIGHT TURN LANE E.02 PLAN AND PROFILE SHEETS - COMMERCE DRIVE & INDEPENDENCE ROAD G.01 -G.02 REFERENCE TIES, BENCHMARKS, AND HORIZONTAL ALIGNMENT H.01 -H.06 RIGHT -OF -HAY SHEETS J.01 -J.08 STAGING AND TRAFFIC CONTROL SHEETS K.01 -K,03 PAVEMENT MARKINGS AND TRAFFIC SIGNING SHEETS L.01 -L.09 GEOMETRICS, STAKING, AND JOINTING SHEETS 4.01 -11.21 STORM SEWER PLAN AND PROFILE SHEETS 0.01 -0.06 SOIL BORING LOGS R,01 -R.03 GRADING AND EROSION CONTROL PLAN S.01 -S.03 SANITARY SEWER PLAN AND PROFILE SHEETS - MAIN S.04 -S.05 SANITARY SEWER PLAN AND PROFILE SHEETS - 420TH ST. LATERAL T.01 EARTHWORK TABULATION SHEET U.01 SPECIAL GRADING - US HWY 6 U.02 SPECIAL GRADING - 420TH STREET W.01 -W.22 CRDSS- SECTIONS - 420TH STREET X.OI -X.06 CROSS- SECTIONS - US HWY 6 X.07 -X.08 CROSS- SECTIONS - COMMERCE DRIVE & INDEPENDENCE ROAD Z.01 -Z A3 'WETLAND MITIGATION PLAN i.Ll MILEAGE SUMMARY 092794 DIV. LOCATION LIN. FT. MILES 420TH TREET STA. 10 0.00 TO STA, 140 +26.36 4006.4 0.76 HIGHWAY 6 OLDER STA. 318+60.4 TO STA. 320 +22.66 162.2 0.03 HIGHWAY 6 RIGHT qN LANE STA. 322 +26,89 TO 326 +04.57 377.2 0.07 COMMERCE DRIVE STA. 1102 +36.50 TO STA. 1 +86.15 149.7 0.03 INDEPENDENCE ROAD STA. 2110 +46.97 TO STA. 2111 +50. 103.2 0.02 CITY CONTRACT NO.: 3888 - 434710 1 SHEET NUMBER A.01 I hereby co'Ry that this eng, rmg document .as prepared by me or under my 0 "nett personol supe 'von and that I am a duly licensed Professional Engineer under a Ines of the Stole of SIO,y Iona. �ofe 9 tm coq CK2 �/ o SCOii K. SOVERS. P.E. DATE Z SCOTTK. so SOVERS License Number 17141 l 17141 I My license rane rrol dale is OECEIABER 31, 2011 Pages or sheets covered by this seal: u /O a ALL SHEETS - CITY CONTRACT NO.: 3888 - 434710 1 SHEET NUMBER A.01 UInterstate Highway Symbol C3U.S. Highway Symbol OIowa Highway Symbol L.P.Gas Tank (No Footing) County Road Highway Symbol -X- Evergreen Tree 0 Deciduous Tree P Fruit Tree Traffic Signal Shrub (Bushes) m Timber ------ ---- -- Hedge 8 Stump N11/L Swamp TTf= flock Outcrop °o °o o Broken Concrete a ° ° ° v VVO Revetment (Rip Rap) P P Cemetery �G I Grave I CV) Cave ,SIT) Sink Hole ` Board Fence Telephone Riser Pole * * Chain Link or Security Fence _X_ Wire Fence Y Y Terrace 4°p Earth Be. or Dike (Existing) T�rTT Earth Dam or Dike (Proposed) - - - - -0 Tile Outlet — Edge of Water > Existing Drainage 1l� Proposed Drainage 13 Right of Way Rail or Lot Corner O Concrete Monument - - -T2- - - Well ® Windmill ® Beehive Intake ® Existing Intake — —G— — Proposed Intake ® Existing Utility Access (Manhole) Existing High Pressure Gas Line Proposed Utility Access (Manhole) O Fire Hydrant 0 WH Water Hydrant (Rural) STANDARD SYMBOLS 1ST) Septic Tank �C) Cistern LP L.P.Gas Tank (No Footing) ST Underground Storage Tank © Latrine Proposed Right of Way Lummaire - Traffic Signal Existing Right of Way Traffic Signal with Luminance O Telephone Pedestal O T VP eviston Pedestal -®- Telepho Pole -e- Telephone Po (Second Company) Proposed Right of Way -�- Telephone Pole Thar Company) A Existing Right of Way Telephone Pole (Fourth Com ny) -�-- Telephone Pole (Fifth Company) ® Existing and P osed Right of Way Power Pole Power Pole (Second Company) [® 4D_ Power Pole (Third Company) Power Pole (Fourth Company) ® arrow Power Pole (Fifth Company) Electrical Highline Tower (Metal or Concrete) �- Telephone Riser Pole Easement (Temporary) Power Riser Pole +- Telegraph Pole `"`WW— Satellite TV Olsh — - - - - Existing Water Line — - -W2— - - Existing Water Line (Second Company) X - San: - - - Existing Sanitary Sewer Line - - - T- - - Existing Telephone Line - - -T2- - - Existing Telephone Line (Second Company) - - FO-1- - Existing Fiber Optics Telephone Line FOREST COMMUNICATIONS — -St. S.— - Existing Storm Sewer Line KEVIN NEEDED — —G— — Existing Gas Line — IT 615 3RD AVENUE SE — -G-HP— - Existing High Pressure Gas Line CEDAR RAPIDS, IOWA 52401 — —G2— — Existing Gas Line (Second Company) 4F — G2 -HP— - Existing High Pressure Gas Line (Second FAY: 1319) 399 -]218 - - - -- E - - - - -- Existing Power Line PAE TEC — ONE Existing Overhead Electric Power Line "•s - - - -TV- - - - Cable Television Line — T2 — onEnARaii+a WA Guardrail (Beam or Cable) M GP Guard Post (one or two) 13 13 13 Guard Post (over two) • FP Filter Pipe • GV Gas Valve O WV Water Valve O SL Speed Limit Sign O MM Mde Marker Post ❑ SIGN Sign O WHU Water Hook Up ❑ FIT Radio Tower O TA Tower Anchor ❑ EB Electric Box ❑ TCB Traffic Signal Control Box ❑ RRB Rail Road Signal Control Box ❑ TSB Telephone Switch Box 0 GW Electrical Guy Wire �*Sek Soil Boring Shading - Proposed Paved Surface Shading - Proposed Granular Surface Shading - Erosion Stone Shading - Class 'E' Revetment PROJECT No: 081016 00 DESIGNED BY, DIMPKEY No DATE By REVISION DESCRIPTHN 420TH STREET CORRIDOR IMPROVEMENTS SHEET No. PROJECT DATE: 0512012010 CHECKED BY, SSOVERS - CAD DATE. 61112010 12:57:44 PM DRAWN BY: I DEBOaER FROM US HWY 6 EAST TO CITY LIMITS A 02 CAD FILE: X:NDM\1E\ 2008\ 081016- M\CAU\Plana\061016 -0O- AOI.SHT CITY OF IOWA CITY, IOWA 7LEGEND &SYMBOL INFORMATION SHEET — 7 V 162 -19 TABULATION OF UTILITIES RIGHT OF WAY LEGEND oz -z393 ® Proposed Right of Way A Existing Right of Way CITY OF IOWA CITY - ENGINEERING DEPARTMENT DAN SC07T ® Existing and P osed Right of Way 410 E. WASHINGTON STREET IOWA CITY, IA 52240 PHONE: (319) 356 -5144 [® Easeme and Existing Right of Way FAX: (319) 356 -5007 CITY OF IOWA CITY - WATER DIVISION ® arrow ED MORENO — W 410 E. WASHINGTON STREET IOWA CITY, IOWA 52240 Easement (Temporary) PHONE: (319) 399 -5162 FAX, (319) 356 -5167 Easement (Permanent) CITY OF IOWA CITY - WASTEWATER DIVISION DAVE ELIAS — SAN 1000 SOUTH CLINTON STREET X Excess IOWA CITY. IOWA 52240 PHONE: CHAD 356-51]0 FAX: 1319) 356 -5172 4 Property Line FOREST COMMUNICATIONS KEVIN NEEDED n A C Access Control — IT 615 3RD AVENUE SE CEDAR RAPIDS, IOWA 52401 PHONE: (319) 399 -]408 FAY: 1319) 399 -]218 PAE TEC "•s — T2 — onEnARaii+a WA CONVENTIONAL SIGNS HIAWATHA, IA 5 33 PHONE: (3191 0-1925 FAX; 13191 0 -6292 �--6— Survey Line AT& Station Refe.enca Point JI OEKE 1 NW 114TH ST. SUITE B ® — — Section Corner — FO RIMES, IOWA 50111 PHONE: (5i 51 986 -9413 Proposed Profile Grade ENERGY - GAS OLD-AMERICAN DON MASTON 1630 LOWER MUSCATINE ROAD Railroad — G IDWA CITY, IOWA 52248 PHONE: (319) 341 -4461 FAX: 1319) 341 -4490 Existmq �ropose� Field Tile MID - AMERICAN ENERGY - ELECTRIC DICK BOCK JASON L. WARREN Culverts — OHE — 1630 LOWER MUSCATINE ROAD 1630 LOWER MUSCATINE ROAD 6[ proposed IOWA CITY, IOWA 52240 IOWA CITY, IOWA 52240 — E PHONE. (319) 341 -4423 PHONE: (319) 341 -4425 Stream FAX: 13191 341 -4490 FAX: (319) 341-4490 MEDIACOM TIM EAGEN — TV 546 SOUTH GATE AVENUE IOWA CITY, IOWA 52240 PHONE: (319) 351-0408, E %T 235 FAX; (319) 351 -3839 WO PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOU RED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE C TRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING 0 NY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITI FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STOOD ES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SYMBOLS UNIQUE TO PROJECT SURVEYS AND RECORD . VD THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT WN DR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE �HEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAM$ FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR RTTTTTT444444 INTERFERENCE DR DELAY CAUSED BY SUCH WORK. THE CONTRACTOR IS BROODED i0 UTILIZE TO TILITY ONE-CALL SERVICE AT (8001- 292 -8989 AT LEAST 48 HOURS PRIOR TO E VATI NG ANYWHEflE ON THE s�f pp ''ssss { CCgg ¢ J4- ,,, /.k�.,e PROJECT. „- F-� THE ABOVE UTILITY COMPANIES ARE KNOWN TO HAVE FACIL IRS ON THE PROJECT. JUN O1O KNOWN UTILITY CONFLICTS ARE BEING PESOLVEO BY EACH DEEP IVE UTILITY COMPANY. UTILITY CONFLICTS DISCOVERED OURIN3 CONSTRUCTION I L BE ADDRESSED AT THE TIME OF DISCOVERY. lo, va. f °ity, iD',va IOWA 1 -CALL# 1 -800- 292 -8989 PROJECT No: 081016 00 DESIGNED BY, DIMPKEY No DATE By REVISION DESCRIPTHN 420TH STREET CORRIDOR IMPROVEMENTS SHEET No. PROJECT DATE: 0512012010 CHECKED BY, SSOVERS - CAD DATE. 61112010 12:57:44 PM DRAWN BY: I DEBOaER FROM US HWY 6 EAST TO CITY LIMITS A 02 CAD FILE: X:NDM\1E\ 2008\ 081016- M\CAU\Plana\061016 -0O- AOI.SHT CITY OF IOWA CITY, IOWA 7LEGEND &SYMBOL INFORMATION SHEET — 7 V GENERAL NOTES r—FO—TH--1 GENERAL NOTES FOTH GENERAL NOTES FOTH GENERAL NOTES: 10, SAW CUTS SHALL BE INCIDENTAL TO PAVEMENT REMOVAL AND SHALL BE PROVIDED AS NEEDED FOR FIELD TESTS: CONSTRUCTION. CONTRACTOR SHALL PROVIDE DUAL, STAGED SAW CUTS AT TRENCH LIMITS. INITIAL I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR SAW CUT SHALL BE PERFORMED FOR SEWER INSTALLATION AND BE LOCATED A MINIMUM OF 2 -FOOT 24, FIELD TEST TO BE PERFORMED BY INDEPENDENT TESTING FIRM CONTRACTED BY THE CONTRACTOR. PUBLIC IMPROVEMENTS AND IOWA DOT SPECIFICATIONS, UNLESS INSIDE PAVEMENT REMOVAL LIMITS, SECONDARY SAW CUT SHALL BE AT REMOVAL LIMITS AND BE TESTS PERFORMED DUE TO PREVIOUS FAILURE WILL BE CHARGED BACK TO CONTRACTOR. OTHERWISE SPECIFIED BY DETAILS AND NOTES SHOWN IN THE PLANS. PERFORMED BEFORE PAVEMENT REPLACEMENT TO PROVIDE CLEAN EDGE, ENGINEER MAY WAIVE SECOND SAW CUT. SCHEDULE: 2. OWNER RESERVES THE RIGHT TO SALVAGEABLE MATERIAL REMOVED AS PART OF THE PROJECT. SALVAGED MATERIAL IS TO BE DELIVERED TO A SITE DETERMINED BY THE OWNER WITHIN THE 11. REMOVAL OF EXISTING FEATURES SHALL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK 25, SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE ORK ITEMS. THIS SCHEDULE CITY LIMITS. CONTRACTOR SHALL DISPOSE OF ALL REMOVALS NOT SALVAGED TO THE CITY, ON THE PROJECT, IF NOT OUTLINED SPECIFICALLY AS A BID ITEM. TREE LIMBS DAMAGED DURING SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PCB ONSTRUCTION CONFERENCE. CONSTRUCTION SHALL BE CLEANLY SAWCUT AND DISPOSED OF. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUB TED AND ACCEPTED. THE CONTRACTOR UTILITIES: SHALL THEN PERFORM THE WORK AS TO CONFORM TO SCHEDULE. EROSION CONTROL: 1 CERTAIN RELOCATIONS OF EXISTING UTILITIES MAY BE REQUIRED AS A RESULT OF 26. THE CONTRACTOR IS RESPONSIBLE FOR TH OOROINATION OF WORK BETWEEN ALL EQUIPMENT CONSTRUCTION OF THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 12. DURING REMOVAL AND CONSTRUCTION, USE ALL MEANS NECESSARY TO CONTROL DUST SUPPLIERS, CRAFTS, SUBCONTRACTORS AND U ITV COMPANIES INVOLVED IN THE PROJECT, COORDINATE THE REQUIRED WORK WITH THE RESPECTIVE UTILITY COMPANIES IN ORDER TO SPREADING FROM ALL WORK AND STAGING AREAS, DUST CONTROL MEASURES SHALL BE IN INCLUDING STAGING OF CONSTRUCTION AC ITEES AND DETAILS, AVOID UNNECESSARY DELAYS TO CONSTRUCTION. RDANCE WITH APPLICABLE SPECIFICATIONS, AND SHALL BE INCIDENTAL. 27. FINAL INSPECTION: THE CONT TOR WILL BE REQUIRED TO HAVE A REPRESENTATIVE AT THE 4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA 13. EROSION OF MEASURES NECESSARY TO PROTECT AGAINST SILTATION, EROSION AND FINAL INSPECTION AND WILL BE SPONSIBLE TO OPEN ALL MANHOLES FOR INSPECTION ONE CALL, 1 -800- 292 -8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING DUST POLLUTION ON OJECT SITE SHALL COMPLY WITH SOIL EROSION CONTROL BY CITY PERSONNEL, WEEKENDS AND LEGAL HOLIDAYS. REQUIREMENTS OF IOWA COD OCAL ORDINANCES. 5. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED 14. EROSION CONTROL IS THE RESPONSIBIL THE CONTRACTOR DURING CONSTRUCTION AND WITHIN THE CONSTRUCTION AREA, NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE UNTIL VEGETATION HAS BEEN ESTABLISHED. BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESETn.e_ <.A Jr FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, 15. PERMANENT EROSION CONTROL (SEEDING) SHALL BE COMPLETE HIN 14 DAYS OF STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, COMPLETION OF FINISH GRADING UNLESS OTHERWISE NOTED OR APPROVED GINEER. AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE (1 0 1 7019 THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS 16. TAKE PRECAUTIONS TO PREVENT STORM WATER RUNOFF FROM BEING THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF IMPEDED OR DIVERTED DUE TO CONSTRUCTION OPERATIONS. AREAS DISTURBED BY THE ALL UTILITIES AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL C014PENSATION WILL CONSTRUCTION SHALL BE GRADED TO FINISHED GRADE, C %I(Y n- BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK, 10'V'4 01, to 17. CONTRACTOR SHALL SEED ALL DISTURBED AREAS AT EARLIEST CALENDAR SEEDING DATES 6. THE CONTRACTOR SHALL CONTACT PROPERTY OWNERS TO DETERMINE IF PRIVATE UTILITIES SPECIFIED BY SUOAS, REGARDLESS OF PROJECT STATUS. ARE INSTALLED (ELECTRIC, INVISIBLE FENCE, ETC.) EARTHWORK: 7. PROVIDE THE LABOR AND EQUIPMENT NECESSARY TO DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL UTILITY CROSSINGS WHICH MAY CAUSE CONFLICTS AND AS NECESSARY FOR 18. DO NOT DISTURB GRASS AREAS OR TREES OUTSIDE THE CONSTRUCTION CONSTRUCTION. THESE DETERMINATIONS SHALL BE MADE PRIOR TO THE START OF ACTUAL LIMITS. THE CONTRACTOR SHALL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES OR CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY PRIOR TO BEGINNING EQUIPMENT, OR USE THESE AREAS FOR STORAGE OF MATERIALS. EXCAVATION. THE CONTRACTOR SHALL ALSO THEN UNCOVER THE UTILITY, ASSIST THE ENGINEER IN DETERMINING THE ELEVATION AT THE CARRIER PIPE, AND BACKFILL THE EXCAVATION. 19. ANY ADDITIONAL EXCAVATION REQUIRED FOR DITCHING OPERATIONS, SMALL SWAL OR LIMITED NO ADDITIONAL PAYMENT SHALL BE MADE FOR INVESTIGATION OF UTILITIES. RESHAPING OF ADJACENT AREAS TO PROVIDE FOR DRAINAGE SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. REMOVALS: 20. KEEP DIRT AND DEBRIS DEPOSITED BY CONSTRUCTION ACTIVITY OFF ACENT TRAFFIC LANES, B. PROVIDE APPROVED WASTE AREAS OR DISPOSAL SITES FOR EXCESS EXCAVATED MATERIAL WHICH PARKING LOTS, STREETS AND DRIVEWAYS. IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT, NO MATERIAL SHALL BE PLACED WITHIN THE PROJECT, UNLESS SPECIFICALLY STATED IN THE PLANS 21. APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND AUL OR APPROVED BY THE ENGINEER. DISPOSE OF THESE MATERIALS IN ACCORDANCE WITH THE RULES ROADS TO PREVENT THE SPREAD OF DUST. REFER TO ARTICLE 7.07 OF THE IOWA DOT AND REGULATIONS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES, STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 9. ALL HOLES RESULTING FROM OPERATIONS OF THE CONTRACTOR, INCLUDING REMOVAL OF 22, THE TOP TWENTY FOUR (24) INCHES OF THE DISTU D AREAS SHALL BE FREE OF ROCK AND SHALL BE FENCE POSTS, UTILITY POLES OR FOUNDATION STRUCTURES SHALL BE FILLED AND SUITABLE FOR THE ESTABLISHMENT OF VEGETATION, S JECT TO THE APPROVAL OF THE CONSOLIDATED TO FINISHED GRADE AS DIRECTED BY THE ENGINEER TO PREVENT FUTURE ENGINEER. SETTLEMENT. THE VOIDS SHALL BE FILLED AS SOON AS PRACTICAL -- PREFERABLY THE DAY CREATED AND NOT LATER THAN THE FOLLOWING DAY. ANY PORTION OF THE PROJECT OR 23. FIELD VERIFY EXISTING PROPERTY PINS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT LIMITS (INCLUDING BORROW AREAS AND OPERATION AREAS) DISTURBED BY ANY SUCH REPLACEMENT OR REESTABLISHMENT OF S EY MONUMENTS (PROPERTY PINS AND OPERATIONS SHALL BE RESTORED TO AN ACCEPTABLE CONDITION. THIS OPERATION SHALL BE SECTION CORNERS) WHICH ARE REMOVED DAMAGED DURING CONSTRUCTION. CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN PROJECT. MONUMENTS SHALL BE RESTORED BY ICENSED LAND SURVEYOR, THE CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 0 DAYS IN ADVANCE OF NEED TO RELOCATE AND PRESERVE MONUMENTS DUE TO T PROPOSED IMPROVEMENTS, PROJECT 1:0: 081016 -00 DESIGNED SY: MONEY NO DAtE By REVISION DESCRIPTION SHEET NO. PROJECT DATE: 0512812010 CHECKED BY, S.SOVES 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 6/1/8101 12:57:46 PM OR er: J.o68ossR FROM US HWY 6 EAST TO CITY LIMITS A.04 CAD FILE, x: \DM\TE\2CO8\C8lOi6- OOACADAPlan,\oB1m6- oo_a01sxT CITY OF IOWA CITY, IOWA GENERAL NOTES -. - EX. NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS OI REFER TO FIGURE 7030.201 FOR DETAILS OF CLASS B SIDEWALK TO L� SHEETS FOR LOCATION OF SIDEWALKS. 02 EXCAVATE AND BACKFILL 3.0' (1 ) BACKFILL Q 6" PCC INTEGRAL CURB O CASER9 OR (CASE C INSTAL1LATIONE 1 AS SHOWN IN TABULATION. © KT -2 OR L -2 JOINT (7 ) JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE CO'. R/W NORTHB ME NOTES: \ NORMAL SECTION SHOWN MAY BE SPECIFICALLY DESIGNATED FOR THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS O FORE DETAILSGOFECL7030.201 SIDEWALK CONSTRUCTION. REFER TO L- SHEETS FOR LOCATION OF SIDEWALKS. 02 EXCAVATE AND BACKFILL 3.0' Q BACKFILL Q 6" PCC INTEGRAL CURB (5 ) REFER TO FIGURE 4040.231, TYPE 1 AS SHOWNR INATABULATION ELATION © KT -2 OR L -2 JOINT O7 JOINT LAYOUT SHALL BE AS SHOWN IN THE V SHEETS. TRANSVERSE JOINTS WILL BE CO'. Q REFER TO U SHEETS FOR SPECIAL GRADING DETAILS, 8.0' 14.5' X1-16" WATER MAIN (TYP ) EX. R/W I I I® 8.0' I f 11.5 I I 16" WATER MAIN (TYP I 7 PROPOSED 95' R.O.W. (45' NORTH, 50' SOUTH) EXISTING 79' R.O.W. (45' NORTH. 33' SOUTH) 21.5' — 14.5' WESTSOUNO TURNING EASTBOUND TRAFFIC 7.0, TR_ _��IC 7,0, TRAFFIC ^ � PROFILE GRADE 420TH STREET (US HM 6 TO FUTURE ROAD) ° LOCATION 10 ROAD IDENTIFICATION STATION TO STATION lnncea 21.5' - 14.5' WESTBOUND TRAFFIC PROPOSED I00-FT. R.O.W. EXISTING 66 -FT. R.O.W. 7.0 21.5' 420TH STREET (Future Road to City Umfts) LOCATION ROAD IDENTIFICATION STATION TO STATION EX. R/W R/W SOUTH ( � 22.5• ►-�.4 ►� I.a• J N 0 010 �. 4.0% _ ia',m, City, Iowa FUTURE SIDEWALK 4., v d I• - - - - - -- I ' I L — STORM SEWER _v TYPICAL CROSS SECTION THREE LANE ROADWAY 43.0' B/B W/ 6" INTEGRAL CURB EX. R/p R/W —r SOUTH 5. 22.5' L 4 1.01 —14.5' 1 1 .5' - ►I EASTBOUND TRAFFIC GRADE a 4 4.0% ?1_D% _ � FUTURE SIDEWALK J I STORM SEWER (TYP.) TYPICAL CROSS SECTION THREE LANE ROADWAY 43.0' B/B W/ 6" INTEGRAL CURB PROJECT NO: 081016 -00 DESIGNER BY: B.HOPKEY k0 DATE BY REVISION DESCRIPTION SHEET N0. PROJECT DATE: 05/28/2010 CHENER BY: S.SOYERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE. 61112010 1:03:05 P.4 RRAN4 BY: J.REBOaZR - -- FROM US HWY 6 EAST TO CITY LIMITS TYPICAL CROSS SECTIONS AND DETAILS B'01 CAD FILE: x :\Dm1E\2008\081016- 00\CAD\Pla:, \D8101s 60 ems "T CITY OF IOWA CITY, IOWA Proposedphvement Proposed pavement Top of su d bgada 11 — _ Area of evwvolion my foreslope 1 / Normot fcreslope x 1 Old vnbankmeO I �xcava6on one Nolwalgound TYPICAL CROSS-SECTION: REBUILDING EISBANKIAENT WHERE NATURAL GROUND IS GREATER THAN 5 FEET BELOW FINISHED GRADE LINE ( Proposed pavement Etb eased pavement Area of exmvotbn op of Embankment grade _ _ _'r NoroNH. eslope Normal loreslope �aWN gouts t — Excel un Proposed PL \ pent�— Normdloreslope avem — — litsbpe — — — Hl Hope / Top of A,.de E'Idepth \ Normal loreslope T1 al � N kl9ope Artoll e Origlnol Excovacon TTTS TYPICAL CROSS - SECTION :EXCAVATION OF PEAT VUCK.DR OTHER MATERIAL TO BE FOR THE CONSTRUCTION OF E6IBANKbE TS IO Use only then ne4 roadbed overlaps exal'mq roadbed. Not for ose on r,W,rH,,a or wlrere re. roadbed is to be boat on notvolgrpand. 10B. � TYPICAL TOE FILL CONSTRUCTION Use care T sett.0 tae GAS EnSVle proper dranoge in sfde dlehee is maintained PROJECT NO: 081016-00 DESIGNED BY, B HOPKEY PROJECT DATE. 05/28/2010 CHEC<EO BY: MOVERS _ CAD OATS 61112010 1:DM7 PM DRAWN BY: J DEBOWER CAD FILE: X: \ON \fE \2008 \081016 -00 \CAD \Plans \081016- 00_BOLSHT I Day Depth Spnngpra of R'pa 00/2 d, CLASS H RCP pass Gass R-3 4 R -4 EXTRA STRENGTH VCP ALLOWABLE MY DEPTH CLASS IV RCP as v C s R-3 6 R -4 Refer to are contract dacumants for spx ttid old plot¢ e t rWror ,1 QI Pep d Qtly .ben Pd in the contend do o M, or Fe droct IJ.e Engr Key 00 • Wtslde d.to of ppe D MsOe do*eter of p'pe TW H.,h x5(h of lop of p ,'pe d Oepth ofbed5n9 maler':d DNos ppe Ba,kfb JUN ?010 RCP AND VCP PIPE BEDDING Class R -} 6 R 4 BedSy D Refer to sheet for bay depth restrictions. �l� \, ��1� ( QI We 8eddr9 Coss R-I m R-2 v::ess ..ecifed oVor R Place remoirder al Wang and bakn moter'ions AF s...dee m me cam,oct down. b. DO � DD CO /2 25' W/ L/6 enz ma>• e a CLASS R -I CLASS R -2 i �25 x OD E00. 8'min.' \ )- x W • I 100. 8 ",rvnl I ( � v' \ ( \-� ( 0/4 or 4 e 00 atskz bo+zty of ppe 0 � Outsidz span of CPe TW Trench .:dtn of lop of pps 6' Nin.• 00.18 pones Nov V?MD•12 'aN'OR Plan a Rdnl«PM SI hopes I.KCbvIN is greater) OD Concrete as Spr<ilied I OD 30' 00/2 00/4 f Cross Beddig ddb m d Depth of DZ olenal Detox ppe 00 /8 « ois OR 4 inllixz _ UulPrio' Td-- CLASS R -J CLASS R -4' � I.KPMvIN is 91101etl Ce ... He Creole foredo kch 6' RENYORCEO CONCRETE ARCH PIPE BEDDING 23' I�TW —�7 I � I 30' � 26 by 15 [J]6UDAY 0aor av ygn SW -104 � � >�' I3' -0. 16' B6tRElmoamsulwlowerull 30' OS Cross IBedard VaterN Iyn a ]' PIDIO GIAYUr PN1 TPEICH K D" CLASS R -5 PROJECT NO: 081016-00 DESIGNED BY, B HOPKEY PROJECT DATE. 05/28/2010 CHEC<EO BY: MOVERS _ CAD OATS 61112010 1:DM7 PM DRAWN BY: J DEBOWER CAD FILE: X: \ON \fE \2008 \081016 -00 \CAD \Plans \081016- 00_BOLSHT I Day Depth Spnngpra of R'pa 00/2 d, CLASS H RCP pass Gass R-3 4 R -4 EXTRA STRENGTH VCP ALLOWABLE MY DEPTH CLASS IV RCP as v C s R-3 6 R -4 Refer to are contract dacumants for spx ttid old plot¢ e t rWror ,1 QI Pep d Qtly .ben Pd in the contend do o M, or Fe droct IJ.e Engr Key 00 • Wtslde d.to of ppe D MsOe do*eter of p'pe TW H.,h x5(h of lop of p ,'pe d Oepth ofbed5n9 maler':d DNos ppe Ba,kfb Pipe Dioxzler G%hes) JUN ?010 �c�y�Back� Class R -} 6 R 4 BedSy D '. CiEy Clerk Pr'm «Y BaG:R 2t YA C..C'f: SOW:i Class A No Steel 4•0.4x 1 M-tox HouuM1 Sapp«E 25' 30 L/6 enz ma>• e P�dcq i eI r Gen and � FlW1E 10.101 EI11(DH9 MDDNAY s Pipe Dioxzler G%hes) pass R-I Sed6m Coss R-2 BrMY Class R -} 6 R 4 BedSy D ipe Size fncD by 'k1h) E',i, Uameter (,Car) Clese A-H Class A No Steel 4•0.4x 1 M-tox 6 25' 30 30' 30' 30' 18 by II IS 6' IT 8 20' 26' 30' N1' Sa' 40' 22 6 D 13 6' I1' TO IS' 23' 30' 30' 30' 40' 26 by 15 21 6' I3' D 16' 20' 30' 30' 30' 29 by H 24 ]' 15' t5 15' 19' 28' 30' .b' 36 by 22 30 B' IS' IB IP 18' 30' 30' 30' 44 by 2 36 & 14' 21 IS' 22' 30' 30' 30' 51 by 3 42 8' IT 24 1& 2& 30' 30' 30' 58 by 36 48 8' IS' 27 20' 30' 30' 30' BO' 65 by 40 M 8' 15' 30 19' 29' 30' 30' M. 73 by 4 60 8' HP 33 20 30' 30' 30' Ny 88 D 51 ]2 9' I4• 35 20' 30' 30' 30' mr B.,M on Ckss R -5 bedi19. 39 IY 29' 30' 30' }0 42 UP 26' JO 30' 30' M • Area of Steel Rehf«c'P, 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA Pftlt H K00145" IpWpll 20I42 CLASS V RCP Pipe Oi«reltt C Des) Ckss RI Bed' Doss R -2 &ddn Crams R} 4 RM BPddnq No Steel k•OAx k•L0x D N' 23' 35 40' 40' D 5' 24' 40' 40' 40' N Or 30' 40' 40' 40' 21 25' 40' 40' 40' 40' 24 3C 40' 40' 40' 40' 27 40' 40' 40' 40' 4V 30 40' 40' 40' 40' 40' 33 40' 40' 40' 40' 40' 36 40' 40' 40' 40' 40' 42 37' 40' 40' 40' 40' 48 35' 40' 40' 40' 40' 54 33' 40' 40' 40' 40' 60 3Y 40 40 d0' 40• 66 3h 10' 40' 10' 40' 40' k •keo of Steel Renlort PI410 0AYII1 IRI TMICR KDDIN6 SHEET N0. B'03 TYPICAL CROSS SECTIONS AND DETAILS r � IOW 7 V'\ BIDDING CLASSES r �11 Goss I .xt I aMa 4uerpA 's 4 mti i'• °3 Asa_ pass 1 Beddn9 W A °. CLASS F -I CLASS F -2 ALLOWABLE BURY PVC PIPE If3colo q 0... F-2 or FT Pipe ASTV 03034 F 9 FF 949 F WTI DA2680 0arta1ar Ymches) Fz, P3 Solid Was PVC Solid War Ca "a Exterior posed Profit. T., T le Ilrws Typx) SOR 23. SDP 26 SOP 35 SDI 35 8 30' 2B' 24' 40' 24' 14 32- * 30' 2B' 24' 37' 24' IO 32' V 30' 2B' 24' 32, 24' 25 32' 6 30' 28' 24' 23' 24' 36 32' 18 ... — ... 24' 24' ... - -. 21 --- -- . -- 24' 24' 24' - -- 24 --- ... - -. 24' 24' 24' - -- 2I ... ... _. 24' ._ 24' ... 30 -- -- -- 24' 24' 24' - -- 33 24' -- -- 36 14' 24' 24im 42 24' 24 48 24' 24 51 24 60 .. ... ... ... ... 24 6" CLASS F -1 Lk IRON AWWA CIS" t sN•f a F1, F1, w NI (D PAlex re Jtr of DAddna ood boekM maA'; 5 a5 "OrMd in t '.Bed docm an ALLOWABLE BEDDNC CLASSES r, NOIeriN St. m Seeff Sanitary S.... D:c6'e Iron 1 1.F -2,F -3 F -1,T 2.T-3 HOPE Fz, P3 Ndl 000rtd � PVC F-2,F -3 F-3 KKK 00 OulsfS diameter of pee, TW Trench *,tfr at lop of plte Vh- 00.18 itches OR L250D•12 rdea rrN<ne.fr k 9l,at,,) HOPE PIPE (Bedtn9 Goss F-2 or F-3) 2 O.N * *e• 1 Al5Hr0 U 194 Pipe Olometer tas) aces F-1 aw, s F-2 8e pass F -3 Beddnq 4 40 40' 40 6 40' 40' ZN B 40' 40' 4 4O 10 40' AT 40' 40' 12 3I 40' 40 14 3t 'BY 4V W 26' 37' 4O IO 25' 34' 40 20 23' 32, 40 25 10' 29' 36' 30 IB' 23' SY 36 IB' 22' J0 42 K2r 3 29' 48 HE 22' 5 TO M' I IT 1 22' Hale[ FJIAYIIY P111 1R1CH RCOWi (D Lap cans of +'re mesh a rrmdnom of 1:cf¢5. BEDDING CLASSES Class IRedd, CLASS P I ALLOWABLE BABY DEPTH DUCTILE IRON, AWWA CUT, CLASS 52 PVC. F9e G Goss P 1 G Gass P-2 G Goss P 3 1 4 40' 4 40' 4 40' 6 4 40' 4 40' 4 40' 8 4 40' 4 40' 4 40' 10 3 36' 4 40' 4 40' 12 4 40' 4 4 II 2 26 0 40' 4 40' IS 2 23' 3 37' 4 40' 18 2 20' J JI' 20 I IA' 3 32 4 40' 24 W W' 1 19' 3 311' U' K 31' 1 13' N NY 2 P4'1 U K2r 3 29' L Le 2 2T 1.... CLASS P -2 CLASS P -3 QI Piece reminder of beddm oA back03 moodd as SNcCTJ in ma contract 8cSw As. KAY OD Wlsde ai n ter of pqe TW Trench width al lop of pyer kin.• 00.18 iMOes OR 125x01)-@ inNes IwNmhcver o 'ealerl 6 oeplh of DedO'y aaterid hate Cpe: k'rt • 0018 OR 4 'M"s ("N t,c... is 'eater) WSUDA$ (y�uw°n Vim' 'er a.11a RWH 3011 suAUmlo3nrLLV SW -104 sUrlll FRSCn PIK TRlpl 1i0011,11 NOTES' ilmob'e mortar uliily tine support to be used *lien nee 101y excovotion is crosS;q wilder on existing ULSty Fne (eeeer Ines, eater Ines. gas fines, etc.) AS ar"t" by Ue Engmeer. A3oe florobie mortar Mile Ave a mer7 w of 24 hours before placing becilArce erlal, Trim uncompacled backfllmolerialotoy from slopes Were pouting felab'le mortar. Side slopes of floeablx mortar Ifi to be 1 :1 or greater. See SecOan A -A, r. VJ�'w E,r'"�f, j, :, E: sl'mq utlliy Gne A 6" mm 6 "r6•- n2 2 IB qu.)Wre Vest: � � • � , ,,/ :Y .• �� .s OI Place backfllto spriogtne ' . VA �/ • ai0 florable mortar fit TYPE PC-1 CONCRETE COLLAR COtd €CiION tIt ga) W're 1/esn TYPE PC -2 COHEIR COLLAR CONNECTION . • ••� •O •• •• ••• •� % /� <. — — - . • •T w •. P''Pe Jdnl \1 \1 \�� \\ \� /� p' N' Ovabp Fabric Nee serer Compacted WSW[ mm. m�n� 12'al Top of Ppe Unmslurbed sod € A Reddnq: comp)y r:m SECTION A -A [1�SUDAS (y\e:^, adios Flg'e 3010.101 nova 4020,211 s au0ro 3 ur SW- 211 °s a soR $ 1 I W FIGURE 3010,903 3ri5MM:" Yx�'Xee lye Engmeere9 Fabric SffO IOF I PPE JOINT WRAOPPN MCIA. FIR C0IWIIC11" iLOVABL TAR FILL FOR 1lOfM 1111411 VTILIIY LI SUPPORT PROJECT Wi 081016 -00 DESIGNER BYr 8.1OPKEY NO DATE BY REVISIM DESCRIPTIOY SHEET W. PROJECT DATE: 05/28/2010 CHECKED BYI S.SOVERS 420TH STREET CORRIDOR IMPROVEMENTS #/Foth CAD DATE. 6/1/2010 403:09 PM DRAWN BY: J.DEBO6'ER FROM US HWY 6 EAST TO CITY LIMITS B "04 CAD FRE: xnemTEN2oo6\OBTD16- 00\CAD\PlansNOalols- oD.eolsxr CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS —T TYPICAL SECTION REINFORCING BAR LIST 46" D W Mock I Sze ten lM1 Cowl D W °o Size Le III Cowi 4" 2'-4" 4T1 4 Y0" 3 48" 2•.10,. TYPE I 4 T-6" 3 412 4 3.8" 2 po 4 S' 8" 6 15" 2`10' /z" 4fl 4 2`6 % 3 54" 8'5" 4 8' -1" 3 412 4 3'-8" 2 CASE E 4 3`B" 6 18" p -5„ Oil 4 J'-I" 3 60" 8' -11" 4 8' -7" 3 4f2 4 3' -8" 3 4 3'�8" 6 24" 4'6" 411 4 4'-2" 3 66" 8-II" 4 8' -7" 443'-8' 3 412 4 3`8" 3 4 3'-8" 6 30" 5'-2" 4fl 4 5'-3" 3 72„ p,.0, 4 9'-8" 3 4f2 4 3'-8" 4 4 3'8" 7 36" 6' -8" 411 4 6' -4" 3 78' 10'4" 4 IO'-P' 3 412 4 3`8' 5 4 S8" 7 42" 2'J" 411 4 6' -IW 3 84" 11'4' 4 10'-9' 3 4(2 4 3`8" 5 4 3'-8" 8 ohreaded PVC 0 bad f N—N rith brass sin: veie -q"Irrtn) •4 hoop 2 Ca " ',a See DelogA 8" Imae.l PVC 8" zmax.J PVC riser pore. hall riser He. Match size of subddn a e 1 subdrom PYZ P Pa . TYPE A -I CLEANOUT TYPE A-2 areas CLIANOUT TYPE f CL,o.a m, INOn-Ira(BC arms only) (NOn- Irolfic Drees ony) Clea,wul 9,- zA" _, Clzanoul s.. 45° Bend 45° bed Ai_ \, �� �6• Subdran WYe 15 5 .. END OF M Tz-LmE DETAL A 14 TYPE A CLEANOUT CONNECTIONS (Omens ;ors me nominal PROJECT NO: 081016-00 DESIGN" BV: KHOPXEY PROJECT CATE: 05/28/2010 CHEC3E0 BY: S.SOVEFS CAD CAT6 6/1/2010 IA8:10 R4 DRAIN BY: J.OE60'dEH CAD FILET % : \OH \IE\ 2008 \08101600 \CAO \Plans \081016- 00.801.SHT flCP op on sec8on 4fl 412 J 4 bms 0 18 an center SIJBOPAIN CLEANOOTS Foth CASE A TYPE 1 CASE D TYPE 2 Subbose I CASE 8 TYPE 1 BackRl Backll: PCP MROP SECTICN POUTIM a maleri IQ Heavy, duty costing 4ark I'd xNl "Storm' or °o "Storm C.O." 0 Do not alai casting to bear on top of riser 6" pp p1pe: provide 2 inch ckmance, m.nlmum 0 24 inch 6mneler RCP for swdo!n 8 ixM1es or or ,mare,: 30 inch d :emeter RCP for 10 to 12 inch CASE G ,ubdrah A manufactured clsanoul may be used TYPE I In F.eu of Type 8 cleemoul, if approved by ,¢dent. Comply w h F19ne 4020.211. 0,e Ergmeer. 4Q D, g1 is intended fa use in conjunction Alth 8 inch PVC r`oer pia, Other sized caps may be po used eith smals, p,. as opp,oved by the Eryneer. 05 Provide Type C casl'm9, as re9ulred to Bt pipe size. SIJBOPAIN CLEANOOTS Foth CASE A TYPE 1 CASE D TYPE 2 Subbose I CASE 8 TYPE 1 BackRl Backll: molenal a maleri Q Finann cc, space eilh norm shrink 9roul. °o Subbase material er ao °ea $°� Porous back F' Subbase At 6" pp Q when concrete pip is specified, erop pbe joints me regnred fm Apes 6 inches and sma.'zr. or CASE G JUN _. 7010 TYPE I ,¢dent. Comply w h F19ne 4020.211. - uRy Cluk �o Iv TC N[i city. Iowa Storm sewer 45° bends PLAN VIEW Intake or manhole 45° bends 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS Cm OF IOWA Cm, IOWA I TYPICAL CROSS SECTIONS AND DETAILS OUTLETS i SHEET N0. B.05 Bocklill sutdon /IO01'm9 dram t0'recl ,5. maleri Q Finann cc, space eilh norm shrink 9roul. Q ID Place per lorolice, Den for alinsta!allons. Subbase At Q when concrete pip is specified, erop pbe joints me regnred fm Apes 6 inches and sma.'zr. or x901 eng'.neering 1 ;C. 00 not opply joint Enrynemng fabric DeptM1 MIT ,¢dent. Comply w h F19ne 4020.211. (when specd2dl �o Iv po Porous backtil Pipe diameter 0 a ° q•• urn. RENSgN O 11, Id FIGURE 4040:1 CASE E SHELr IOF I TYPE 2 Storm sewer 45° bends PLAN VIEW Intake or manhole 45° bends 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS Cm OF IOWA Cm, IOWA I TYPICAL CROSS SECTIONS AND DETAILS OUTLETS i SHEET N0. B.05 SVBORAINS Q Finann cc, space eilh norm shrink 9roul. Q Outlets ft.gh intake earls to be CW. 0 Ealend outlel p,e into slruclme as e,,Ted to Instoll remova.a rodent Rodent 9uord grab. grad grates complying e,0 bee DOT IJ. 443.01 me regnred fm Apes 6 inches and sma.'zr. Storm sewer 45° bends PLAN VIEW Intake or manhole 45° bends 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS Cm OF IOWA Cm, IOWA I TYPICAL CROSS SECTIONS AND DETAILS OUTLETS i SHEET N0. B.05 THRUST BLOCK QUANTITIES (SQUARE FEET) PIPE SIZE DEAD END OR TEE 909 BEND 450 DENO 11 -1/4 BEND 22 -112 BEND 4" - 1. _ A 1.0 1.0 1.0 6" 2.8 4.0 L,_ 111 I'D 8" 4.8 6.8 3.7 1 10" 7.3 10.3 5.8 2.8 1.4 z" 10.3 14.5 7.9 4.0 2.0 161, 17.8 25.2 13.6 7.0 3.5 _ 27.5 38.9 21.0 10.7 5.4 4" 39.2 55.5 30.0 15.3 7.7 0" - - -- - 85.3 46.2 23.5 11.8 36" 86.4 122.2 66.1 33.7 16.9 42" 11616 165.0 89.3 45.5 22.9 48" 1.52 Q 215.0 116.3 59.3 29.8 THE ABOVE AREAS ARE BASED UPON A SOIL BEARING CAPACITY OF 2000 PSF OF UNDISTURBED SOIL. IF ACTUAL SOIL BEARING STRENGTH IS LESS THAN 2000 PSF, THE THRUST BEARING AREA SHALL BE INCREASED BASED ON ACTUAL SOIL BEARING STRENGTH. 1 THRUST BLOCK QUANTITIES PROJECT NO: OBI016 -00 DESIGMM BY: B.HOPKEY PROJECT DATE. 05/28/2010 CHECHEO BY: S.SOVERS CAO DATE: 61112010 1:03:11 P4 DRAWN BY: J DEBOAER CAD FILE: %: \OM \IE \2008 \081016 -00\ AO \Plans \OBI016 -OO.BOLSNi 20' OF PIPE AFTER VALVE FOR FUTURE (12" AND LARGER MAY REQUIRE ADDITIONAL FEET OF PIPE) EXTEND TRACER - WIRE TO END OF PIPE AT E A 75, CONCRETE STIC SHEET HOLDING SPOOL OR ROBBED OR MEGA LUG BLOCK SWIVEL OR ANCHC TEE JD TRACER \TD END OF PIPE 6" OR LESS TRACER WIRE TERMINAL BOX VALVCO 95E 2'2" LD. 18" MIN. LENGTH, TELESCOPING V1/C.I. LOCKABLE LID OR EQUAL. VALVE HOLDING SPOOL OR NODDED OR MEGA LUG AS REO'D BLOCK HYDRANT DETAIL FOR FUTURE 2 WATER MAIN EXTENSION �0 III III FINISH GRADE �1" I CONCRETE THRUST BLOCK HYDRANTS: 4 112" FOR 12" DIA. MAINS OR SMALLER 5 1/4" FOR 16" DIA. MAINS OR LARGER ��KFILL \ I Pfd GRAVEL THRI R 5' 6" LAIN. LO GRANULAR �3AC KF ILL ANCHORING PIPE MAT OR ANCHORING MAIN COUPLING BLOCK / �AS REQUIRED JRANT / UNDISTURBED SOIL GATE VALVE LDUCTILE IRON PIPE MI TEE LOCATION POINT NOTE: (� LOWEST NOZZLES MUST BE AT LEAST V -6" AND NOT MORE THAN F -11" ABOVE FINISH GRADE. -MJ TEE, RESTRAINED OR ANCHORED WHEN REQUIRED PRECAST CONC.BLOCK NOTES: I. 3 MIL POLYETHYLENE SHEET OVER GRANULAR MATERIAL. DO NOT ALLOY! SHEET UNDER GRANULAR MATERIAL. 2. USE LOCKING SPOOLS OR RESTRANT RODS BETWEEN HYDRANTS, SHUTOFF VALVES, AND WATER MAIN, IF DESIRED IN LIEU OF THRUST BLOCK IN BACK OF HYDRANT, 3. MIND UM OF 1/3 CU81C YARD CLEAN GRANULAR BEDDING UNDER HYDRANT. 3 FIRE HYDRANT ASSEMBLY DETAIL 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA POINT � GATE VALVE PLAN VIEW yy'� Y -.a`'T`? HYDRANT ASSEMBLY °�• �� 4 JUN 0 2010 .Ry Clei ;. THREADED RODS RTYB CNfv'IOWB FOR JOINT RESTRAINT (MECHANICAL JOINT) (2)q "1 FOR 8 "6 PIPE OR SMALLER (4) q "Z FOR 12 "A PIPES (6) 4"0 FOR 16"0 PIPES q "d FOR 20 "8 PIPES Z d FOR 24"Z PIPES )q�" (12) /q "Z FOR 30 "D PIPES RODS SHALL BE STAINLESS STEEL WITH SS NUTS �T READIED FLANGE FITTING OR VALVE III FITTING OR VALVE SPOOL LENGTH AS REQUIRED NOTES: 1. THIS DETAIL SHALL BE USED WITH A FLANGED COUPLING ADAPTER AND ROD RESTRAINED MJ PIPE 5 TYPICAL TIE ROD DETAIL GENERAL WATERMAIN INSTALLATION NOTES ALL FITTINGS AND VALVES SHALL BE DUCTILE IRON WITH MECHANICAL JOINTS AS SPECIFIED. ALL BURIED DIP PIPING, FITTINGS, VALVES AND HYDRANTS SHALL BE INSTALLED WITH POLYETHYLENE WRAP AS PER SPECIFICATIONS. ALL DISTURBED AREAS SHALL BE GRADED TO MATCH EXISTING GROUND CONTOURS AND COMPACTED TO 95Z STANDARD PROCTOR AND MATCH EXISTING ROUGH GRADE. MATER MAIN SHALL HAVE 5' -6" MINIMUM BURY, OR OTHERWISE AS NECESSARY TO AVOID FUTURE OR EXISTING UTILITIES AND TO MAKE CONNECTIONS TO EXISTING WATER DISTRIBUTION SYSTEM. DIFFERENT DEPTHS REQUIRED DURING CONSTRUCTION MUST BE APPROVED BY THE ENGINEER. CONTRACTOR SHALL INSTALL PIPE AS CLOSE AS PO IBLE TO PROPOSED CONNECTIONS TO EXISTING THE NEW E SHALL PASS PRESSURE AND BACTERIA TESTING BE E CONNECTING TO THE EXISTING SYSTEM. THE REMAINDER 0 THE PIPE AND FITTINGS REQUIRED TO COMPLETE THE ERECTIONS SHALL BE DISINFECTED. TYPICAL CROSS SECTIONS AND DETAILS SHEET ND. Cement mortar patch (patch shall be smooth on Inside and Shall not reduce design diameter of pipe) / f of Cut '\ Limit of Patch 8 " *- Degree of Bend FLOW � GENERAL WATER MAIN RELOCATION NOTES: (.CONTRACTOR SHALL CONTACT THE CITY OF IOWA CITY WATER DEPARTMENT TWO WEEKS PRIOR TO THE RELOCATION OF THE WATER MAN.A 48 -HOUR FINAL NOTICE WKL BE REOURED TO FNAUZE COORDINATION ISSUES. RELOCATION OF WATER MAIN WILL BE RESTRICTED TO TIMES I. CRT2 TPTETTROTIIRAS OS AT OBS iETRE TONTACOR DISRUPTION TO SON S PSSILE SURROUNDING IINIIALIZNGR OCAION. 2. CONTRACTOR TO CLEM ALL DIRT AND DEBRIS OUT ALL FITTNGS AND PIPE PRIOR TO INSTALLATION. THE INTERIOR OF ALL PIPE AND FITTINGS USED SHALL BE SWABBED WITH A I- PERCENT HYPOCHLORDE SOLUTION BEFORE THEY PRE INSTALLED. EVERY EFFORT SHALL BE MADE TO ENSURE THAT MY OF THE WATER THAT MAY ENTER THE PPE -JOINT SPACES CONTAINS AN AVALAHLE- CHLORINE CONCENTRATION OF APPROXIMATELY 25 ?g /L. THIS MAY BE ACCOMPLISHED BY ADDING CALCIUM HYPOCHLORITE GRANULES OR TABLETS IV EACH LENGTH OF PPE BEFORE IT IS LOWERED NTO A WET TRENCH, EG THE CONTRACTOR SHALL BE MADDELTO PROPERLYU iNTALLOTHE WATER MAN TO THE THE INTEGRITYEOF THE MAIN,A VISUAL INSPECTION WILL BE MADE WITH THE PRESENCE OF THE JOHNSTON WATER DEPARTMENT PRIOR TO RECHARGING THE WATER MAN. 4. ALL CONCRETE THRUST BLOCKS SHALL USE M -4 HIGH EARLY STRENGTH CONCRETE MIX. 5.RTHOVRELOF THE OLD TME ER MAINMNNTNGS .AND VALVES SHALL BE CONSIDERED INCIDENTAL EXISTING WATER MAIN r_ — 22.5° DIP MJ BENDS W/ MEG -A -LUGS PROJECT NO. 081016 -00 OESIG \EO BY: B.HOPKEY _ PROJECT GATE: 05/28/2010 CHECREO BY, S.SOVERS CAD DATE. 6/1/2010 1:03:12 PH ORAFN BY: JAEBOXER CAD FaE, XnDH\[E\2006\061 016- 00\CAD\Pie s\081016-00 801.SHT LOCATION STATION L 10 TYPICAL C A4 STORM SEWER INTAKE 4TGS�P)EYNc4a REVISION Approx, 6" 1' -6" Min. t I� E PIPE BEND INSULATE ESTIMATPot fL of Cut Reinforcing bars, evenly spaced, secured to normal wire mesh. Angle = 50% of bend angle desired. WATER MAIN 22.5° DIP MJ BENDS W/ MEG -A -LUGS GENERAL NOTES: 1� Concrete pipe bend shall be fabricated in Conformance with RF -1 for the size and class of pipe specified. / Standard Road Plan Wire reinforcing shall meet the requirements 0 SHTO M 32. �3 Degree of bend required shall be as i cated on detail plan for each individual I nstallation. ® Minimum length of ben shall be 5' 6" measured along centedine of pipe. Design length of pip all be considered 6' -0 ". �5 be shall b bricated by a method approved by the Engineer and resulting in a fini d product essentially as indicated hereon. The typical method for fabr' 'ng bend is as follows: Steel rods, as specified, shall be attached to the uraI w re reinforcing cage as indicated hereon. After pipe is cast, a cut 50 0 Of the degree of bend all shall be made as indicated, and the reinforcing rods and mesh cut on centerline of the out The severed section of pipe shall then be rotated 180 degrees and the reinforcing rods rewelded to the opposite rods. The remaining opening shall then be patched with cement mortar to effect a satisfactorily completed bend as shown. bend shall be T -LOCK lined (manufactured by Ameron) MAIN. EXISTING WATER MAIN I I FULL LENGTH I- E %ISTING PIPE -= P _III III -11 NEW WATER MAIN PIPE AND FITTINGS T A NOTE ALL PIPE AND FITTINGS TO BE RESTRAINED USING MEGALUG MECHANICAL JOINT RESTRAINTS TYPICAL VERTICAL 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY. IOWA PROPOSED OR EXISTING SEWER 22.5° MJ BENDS (TYP.) D IF LESS THAN A FULL LENGTH OF EXISTING PIPE, INSTALL A RESRAN�PH EPIPE OR RESTRAINING PUSH ON BELLSIRAS MANUFACTURED BY EBBA �U INSULATE WATERMAM (ADJACENT TO EXISTING/PROPOSED SEWER) WITH POLYSTYRENE BOARDS AS DETAILED IN THE ESTIMATE REFERENCE NOTES FOR INSULATING WATER MAN. SHEET 1:0. I B.07 TYPICAL CROSS SECTIONS AND DETAILS H i ro N III m in I N i� so on 4" 91-0. 4' 4" -- s -o" 4" 4 6 4'-6' 4'-6- 4' -6" 12" 3 -6° 3'-6" 12" 12" 3' -6" 3' -6" 12" PRECAST MH LID MH FRAME & GRATE RIM ELEVATION JUN SEE SHEET 5.01 SN -18 6��0 48" 1 CP SHEET S.01 Ji( }'CICY 2 I' iva City, Iowa — 48" DA. PRECAST MANHOLE SECTIONS -- (2) #7 ARCH BARS BENTONDE WATER STOP AROUND PIPE, TYP. STRUCTURE MH -19 STA. 5100 +85.56, 0.00' LT. SEE SHEET S.01 (2) #7 ARCHED REINS RS WITH 62" DIA. EM 4B" MIN. O1 _ ONE H FACE WATER STOP, NP. io - SEE PLAN NOTES io (2) (j7 ARCH BARS b I 2 O �— 4" END COVER 4" END COVER B09 MANHOLE STEP — (2) #7 ARCH BARS n� e N — Exlsrmc ss" ftcP SEE SHEET s.o1 TYP. RNER R (L x24 ") BENTONITE POLYMER MODIFIED MORTAR v WATER STOP, NP. COVERED PIPE SHOULDERS T MINATE ENDS OF IN E TYPICAL EACH SIDE ORIZONTAL BARS WITH BY STANDARD HOOK, TYP. PLAN VIEW 2 ANHOLE SECTION RCP 8.09 --SEE T SEE SHEET 5.01 BENTONITE WATER STOP SOLID BLOCK POURED BEFORE AROUND PIPE, TYP. LARGE PIPE IS CUT JUNCTION BOX PLA NOTES AGGREGATE SUB —BASE, TYP. GENERAL CONSTRUCTIO THISJJNCTION IS TO BE CONSTRUCTED AROUND AN EXISTING "SEWER THAT 1. EXPOSE5EWER PIPE TEMPORARILY SUPPORT PIPE AS REQUIRED TO 1 MANHOLE SECTION ISTO REAWNIN VICETHROUGHOUT CONSTRUCTION .00NSTRUCTIONIS CONSTRUCT JUN NBOX ACCOCIP-SHE %PE 2 it PE OPE PROVIGNGAVCIDFOR 6EDOiNG AND 8.09 LOOKING EAST TING THETOP SECTION OF EXISTING PIPE AWAYY TO FORMA CONCRETEBASE AS h1ANHOLEI ERT. THE CAST49PLACE BOX ISTHEN CONSTRUCTED AROUND THE 3. PLACE AND FULLY COMP A BECE)NO -6 MIN. THICKNESSAT 12' MIN, PIPEJJN ION. BEYOND OUTER EDGE OF BA 4, SAW CUT EXISTING PIPE FORD! RALLY AT OR BELOW SPRING LINE PROVICE CON RUCTION MATERIAL AND METHODS SHALL ALL CONFORM TO STATEWIDE BANDING STRAPS ANDIOR SUP S TO PREVENT DISLODGING PIPE OR US I DESIGN AND SPECIFICATIONS (SUDAS). DISTORTING PIPE PROFILE 6, CLEAN OUTSIDE OF EXISTING PIPE AN PPLY BENTONTEWATERSTOPS ATERIALS 6, FORM, REINFORCE AND CAST CONCR BASE AS DETAILED 7. SAW CUT EXISTING PIPE VERTICALLY AND LOVE EXISTING TOP TO PROVIDE OPEN SECTION INSIDE JUNCTION BOX AS LED BEDDING STONE - SODAS SPECIFICATIOM 3010202 CLASS I 8. CLEAN OUTSIDE OF EXISTING PIPE AND APPLY TONTEWATERSTOPS 9. FORM, REINFORCE, AND CAST CONCRETEWALL NDTOPASCETAILED CONCRETE -TOOT CLASS C- lAIXC4 -TOOT 2403 COMPLIANT 10. INSTALL PRECAST CONGRETEPalAtIHOLE RISER VA CASTING, JOINT SEALS, SANITARY SEWER MANHOLE(MODIFIED) ANDST EPSINA CCORDANCEWITHSUDASSTANDPR" REINFORCING SHEET 1 OF 2 11. COVER EXPOSED PIPE CONCRETEVJITH POLYMER h ED MORTAR IN ACCORDAJICEWTHt ,MUFACTURERRECOMF.1ENDATIOt JIDASFOLLOWS: PRE- CASTWICRErESECTIONS- ASTh4C478 A ROUGHEN CONCRETE SURFACE RFMOVINO FOIL SURFACESAND EXPOSING AGGREGATE SURFACE ANDCLEAN SURFA OF ALL DEBRIS CASTING& SEALING HARDWARE, STEPS - SUDASSPECIFICATION 801O PART 2 B. WET AND MAINTAIN CONCRETE IN SATURATED.SURFAC DRY CONDITION FOR 112 HOUR PRIOR TO PLACEMENT OF ` OR WATER STOPS- BENTCHITEIMPREGNATED BUTYLASUBBER FOAM -BASIS OF C. BATCH POLYMER-MODIFIED REPAIR MORTAR NO LESS THAT 12 HOUR DESIGN: VCLCLAY WATERSTOP- RX -0R. EQUAL PRIOR TO APPLICATION D. SCRUB SMALL QUANTITY OF REPAIR MORTAR INTO THE CONS TE POLYMER MOGFIEDCONCRETE REPAIR MORTAR- TAOGOM9PONENT POLYMER. PIPE EXPOSED EDGE SURFACE WITH A SYNTHETIC BRISTLE BR MODIFIED PORTLAND- CEM£tHT TROWEL GRACE -BASIS OF DESIGN: E APPLY REPAIR MORTAR TO PREPARED SURFACE FORMING AUNIFOR. EKATOP 122 PLUS- OR.EQUAL DOVYNM'AM SLOPING SHOULDER AS OETAILED F. TROWEL SURFACE WITH A SMOOTH FINISH PROJECTEhATEi 201000 1:03:14 P4 ORA4V 0P BY B.OPBOAER 60 OAIE BY REYI0104 OESCRIPi10Y SHEET liO. PROJECT NOTE: 1016 -00 CESIGIE RY: RJOPKEs 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS B 09 cnO FILE: X:\04NIE\2DD8\081016-00\CADNPlansNO OO.emsRT f '_ I CITY O6 EA CT IOWA TYPICAL CROSS SECTIONS AND DETAILS CTWY SEALS FOR 2-PIECE CASTINGS Bonds S rrpresSon Bonds EXTERNAL SEPL ,IEedenitic std'Iass stest E,.,Fbn Bonds or lot BAR LIST -- I $WMII�Nr S[NR SRANCL[ \I fmsb¢ol 1p Invest Wjasmt rile TOY Clferent✓'ed based span ppe NeenMFAca, qr appproved IN o Corer st+d <onlom Va bva CtY standard logo. ¢mfpvabon, .rt Ml straslwe rrusl be reclonplar. pl Ixo 5 hoop hors at lop opznng and al of ' e 12" pperiN CpMngb 5 Ady'slrrsnl Ri 0 CasVmgaae base '!Cart Il base is preeosl rat drain aNS, 6'• lM footprint of IPe hose is not requeed to a end -,-d IM $1 Cites t Res o11yy1A aois. top /% l (- O wan dth a na each sa of EPe a -roil 6 nzMS of volt 22'•Qa. — 10' %��o L + ® p ncb mr6TVn ,d Nil ht obore Bgzs. OzpN B`0 "n WOH,*t TYPICAL SECTION PROJECT NO: 081016 -00 DESIGNER BY: B.HCPKEY PROJECT DATE: 05/28/2010 CHECKED BY: S.SOVERS CAD DATE: 61112010 1:03:16 PH BRAND BY: J.OEBONER CAD FILE: X: \ON\IE\ 2008 \O8IOI6 -00 \CAD \Plans\O8IOI6-00.BOLSHT O[[I NLL RCIWfAILWW SW 602 Castnq Precast Top Mlaslmsnl K's L22 do. .I J'"e oonstiv Steps tlypd y.. Nt O Ca Fan place base sMxn %precast inlegd riN Mllom raer. Ne I n1 o11M base 'a rot requnN 10 stand be'" oiler dE, of 1M riper. O For d ¢onfga00or5. mdnldm a rm of 12 s of consrete beteeen vertlsd edges of'j a aw:"e. O 12 nob rR ;nin4T liSPf bi jll obm a0 p-pe CPorsgs. 3 Loeat'od Station X A : °J Pretosl Bids, JU SecCmnz �' �v " i `- City Clerk vm city, Iowa PLAN go I" RdM IJ INN REMORCdNO BAR LIST -- Sze fmsb¢ol 1p Invest L N Se aral'aa 511 J 1 Losesl 12" 5@ 5 Square Eage Lo Wog iu, R' 6'• St} 5 48 S t WW w 12' 6" 5bl 5 %��o L 43' 12'• 562 5 a� ton WO M1n D' IT' -4 Bass a @ ' 5 .<. Eadl Way BoseQ TYPICAL SECTION 12'• I" RdM IJ INN REMORCdNO BAR LIST Wart Sze fmsb¢ol 1p e L N Se aral'aa 511 5 1 43' 12" 5@ 5 24 Lo Wog iu, R' 6'• St} 5 48 S t WW w 12' 6" 5bl 5 %��o L 43' 12'• 562 5 ton WO M1n D' IT' 5pT 5 SMfl WO1 'us N' 12'• Sat 5 n $b Wt Wag Ius 48" LP 5r2 5 end He, Ir,,ao 4•• Iz" 1 [b]50DAS ora (SYan.,�,s°H,uor ra ra IT HIM ITJA21A10WP.W SW�OI M 1W4 1 Cr"m SIM McIFR MAIIII1 L[ QI Provide t,o -5 Mop bars of lop openng End at p'pe oper +qs. QQ Cast fi p'oce base storm If base S preeort ntegd idb Adis, 04 IOotMnt of Ne pose Is not fegfled t0 "Ifed ,arand tte ester edge of xJas 0 Watl Wdlh, mY ,ilb pye L ter. Peorde 6 nah,s of ed dtb < raawrd ea:b side of Ppe 'p'A, . 4IBIW 5[NR MApq,F l 5.3 5 W'dK — Lo Wd Ius 12 STOW NNR MLID[1L[ =B'T'Nl 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS 4ymam P'pe P'omeler0 4odx� Donne r fmsb¢ol 1p 2 P' s a Pn' 1 Se aral'aa sward'. 24 18 6 }6 24 42 30 1 48 36 6 60 42 1 [b]50DAS ora (SYan.,�,s°H,uor ra ra IT HIM ITJA21A10WP.W SW�OI M 1W4 1 Cr"m SIM McIFR MAIIII1 L[ QI Provide t,o -5 Mop bars of lop openng End at p'pe oper +qs. QQ Cast fi p'oce base storm If base S preeort ntegd idb Adis, 04 IOotMnt of Ne pose Is not fegfled t0 "Ifed ,arand tte ester edge of xJas 0 Watl Wdlh, mY ,ilb pye L ter. Peorde 6 nah,s of ed dtb < raawrd ea:b side of Ppe 'p'A, . 4IBIW 5[NR MApq,F l 5.3 5 W'dK — Lo Wd Ius 12 STOW NNR MLID[1L[ =B'T'Nl 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS See 602 CostFp (D For seew pDes ess Pmn 48 mh 4ameter,instol mcoark (e 0(5 &comers Wth 0 stmJord lee or .M' o [ompofie lee. Aljnhrznt Kn9s Precozl Top sews DroJ Pmoost Yeer 5•.cf0 pl oepm Oi EttenV,c Eo=' Increoser Rs4J11, Sta d Serer P"qe 46.4n, andara �Sen Pape slonaaa Weer,. do. Tee Section Frox � '4°a xv4ar °vs�.— °'°vs° 4,tb�g.wba�o,xb'" °.w b `mob Cd?sunu (yea �. o2Im es SW405 e NWVOE aiOAO 61u[wplounAx 8 .Ise TYPICAL SECTION n' �"�+ H ra Clore I &aFg Waltt of STANDARD TEES nracrw slaw s[IC6 wAwae B U IC b O� Ea9a of Gulley Wath of Insert Ll opp6<oblel (36 Iro 18 a) 411 112 IU 411 4 p1 n< joet QI p Joel ll 8" 18" Q TYPICAL SECTION PROJECT NO, 001016-00 DESIGNED BY: B.HOPKEY NO DATE BY PROJECT DATE, 05/28/2010_ CHECKED BY, S.SOYERS CAD DATE, 6/1/2010 1:03117 PH DRAUN BY, J.OEBOWER CAD FILE. X004 \IE\ 2008 \001016- 00 \CAO \Plans \001016- 00_BOI.SHT 8 frond smwoi^ ad 3 "�I LDlo<e bOM E eakx 4 4" INSERT OI 11o64y . -ns�mrs as rericed to accommodate oi,e, cub eights When speGl,ea. O r136 'oho'R FIX Pl 16 in[b PStlIS'oM'o Nos eMn9M5 ✓4cofim by %x 'c 12 note rnn'men Aol M:9Hl above Wl pges. Loneet A Dodm WSUDAS 4'a•', NGBN 6410. PJAIM10roenrux b 111/0.[. LW IC INIW, LN1C6 601 PLAN JUNy . 010 � SW 602 COZfmg IdNSimenl kn9s Precast Top _ ay Clerk Tf)z'a City, Iowa Mara Sewer P' Gaokeled P0, Stepa Ilyp.l Jo't (try.) Premel PoSe 2 58" Setlkre Stmamtl 48 "do L 1 �IB "—�1 Sewer Pape Tr n .'!e Tie Secfm C H L 1 C lee'91.l 1 5600 43° sl os o 4 '' /x" Ibs 0 / 58OG ro 6' mn Cross 18eddng WOtera ' 5600 b ComPO[I1e %z" 5900 ros lee Se fan 40" SJOG ms. 'z " � " �'� ��� SECTION A-A 4' /," 6600 be. SECTION B-B 46° SLOG ros. [>SUDAS (a1a.,, ,AV enae FrOUN 6010.a IIN@ 0 0 P SW405 COMPOSITE TEE Rilemnto to s(o d lee n[N «[emric reaacer (for pees 36'oV smoue,F [[•A g1aW I KKR HW6GL8 5' 0 6' 4'.0 L111, Q Lmsvttse loffi spawn 1 parevmt E ccolmed by Re make bmoJ1. I-0I mt Oapcent laet spa<mg os repwea to aceommodate bor.t For otraft mto,o IoH t 9 pbtz Stop On VMSverse pOvetmt la is VAl as not conform to tIe mhiM1YT spacy regfrements of the ed, 01 One in,mt wren roh Lo. Ppnl WAYPNW PPE O'7JAEcce Prevost Cazl-rrpom SBuclue Struclue � 30' l6" 36 IF, � "rzdh E MIT RENFORCNG BAR LIST Work Size Locof Shope Loomom slolOm Length Spodn3 411 4 1.11 of cmb) I 4`8" See Inew 412 4 4'.0" k� >� ».. Bo[k of 413 r T T x Cm �. 4'-0 Y I I Pp' - -- 6" 9bl IM Hon � }I 41T / IF 41,2 4 M 6 4' 6" - 411 Edge to /i'Rod'vs O 4 U rs•mn.,20n 0•ma0 See Won PLAN Q Lmsvttse loffi spawn 1 parevmt E ccolmed by Re make bmoJ1. I-0I mt Oapcent laet spa<mg os repwea to aceommodate bor.t For otraft mto,o IoH t 9 pbtz Stop On VMSverse pOvetmt la is VAl as not conform to tIe mhiM1YT spacy regfrements of the ed, 01 One in,mt wren roh Lo. Ppnl WAYPNW PPE O'7JAEcce Prevost Cazl-rrpom SBuclue Struclue � 30' l6" 36 IF, � "rzdh E MIT RENFORCNG BAR LIST Work Size Locof Shope Count Length Spodn3 411 4 7 4`8" See Inew 412 4 4 4' 6' 12" 413 4 b Pp' - -- 6" 9bl 4 6 4'6" IF 41,2 4 M 6 4' 6" III 411 4 4 6orw1 L,,tni reh, 8" See Won 4AI 4 I6 Wotl H,hl moos 4" N" 4.2 4 var',es V -8" 12' 4.3 4 vor;" 4' -8' 12. 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA NWO[E 10N IL00AP MILAN me e s x Or rc SIWAA 014N•rLpWl INTAtB, LA60[ 601 FB2 TYPICAL CROSS SECTIONS AND DETAILS Rork of UIN 4111 8" SECTION A•A TYPE A T.a-Pece f M rosf q T.o "Pere fed roofing aT, b '1-cla- covet 0 EcIt d..n Cover O SNIWR Y O ?Daxs nY' WEN of haerl Efi fppf 01a1r 136 "Iry., tB "m:nJ — 6" 6" 6" 0 CL,b Normd Locol'on Slaf n p Pwxrtnl IBa[k of Cr+bl I�iO f�lO t'Y1' Ro[k 01 CNO N and�rn 3 °� r bred +er 10' Do. INSERT ' Franz Nobs: Sze oM spom9 of lays aM Ilmgzs may vory. Co" Notes: Cover ANOAmnldn lht bra Gty 'WoRod ogo ahE o rnWm as ronceaeo p<kho'e. QI Fl m ono corer shoR .eench 1642 or Q AT. Du [onbocl cunenlz ",ir. tNe IIMR Io Be 0110( C 10 UR SVUe1We. btl Nov %f• o s or slots, equal`/ VOW croA R.N. bone. Q Ifspearred I ' h bail EO,o Nra one rover rTR low Il x-2 5�f altiN «a al<eL h<, 1 {ad. ettesseE op sore,.. Se[we eova x th zeroes, asners, oN robber go00 semh. © Remo a bolls upon cO"Ion Of pang. Anna Bolt PON, S`0" lag Woo R' -V' A Spocer � IrW 411 iransv<rse 'oT g on rNx r� os r<qurtee to attomva For relro8t "token, moth ..,* any on trsverse parem<nl p:'nlz the . z'oc' H,ovr':en sat ado. = I Do not IeM d Dorf 36- t'. 0o trout ..lot bow 18'• oa. Doxel Ba ft" d S 0 O a[[Omr t' other I.,b lq•.1 `-Eye to /'R.S, PLAN PLAN rey r — " -3 V- N V-v 8 6 IV I I Q Nsert inop'rrq y be rra9EeE for inaerl WADS kss Vwn 36 Sea ms<rt L 8' 6 See Plan V-V mcNes. For on I rh insert, reduce diM teo by V4 Y-W" 6' NAx4rM PWE gN§i[RS e'ghl rEr. 4^ 13" "t, V -8" 12" lo[o(an SVO<iwe BVuclwe 8'-e" 12" Q3 p INh rr; w xol W. ve al pvmk _ 4" Lw WaY 60" 66" lIOBEE60,06 SLINWPoIMDRLN ,.... ro 461 Sze 4 tocaC QSUDAS (Z�°n' aaia C Flom Town SiAVTIW e 461 III 411 411 413 4 4 4 4 lop lop 24 ,r 4.1 9w2 4 4 Wogs Lng WOts SECTION B-B GfiWOf FOR SMITMT uwa NNIM BPJBtB lhTW. _ TYPICAL SECTION 9 _ xl 4 s Snarl WO1b R_ Franz Nobs: Sze oM spom9 of lays aM Ilmgzs may vory. Co" Notes: Cover ANOAmnldn lht bra Gty 'WoRod ogo ahE o rnWm as ronceaeo p<kho'e. QI Fl m ono corer shoR .eench 1642 or Q AT. Du [onbocl cunenlz ",ir. tNe IIMR Io Be 0110( C 10 UR SVUe1We. btl Nov %f• o s or slots, equal`/ VOW croA R.N. bone. Q Ifspearred I ' h bail EO,o Nra one rover rTR low Il x-2 5�f altiN «a al<eL h<, 1 {ad. ettesseE op sore,.. Se[we eova x th zeroes, asners, oN robber go00 semh. © Remo a bolls upon cO"Ion Of pang. Anna Bolt PON, S`0" lag Woo R' -V' A Spocer � IrW 411 iransv<rse 'oT g on rNx r� os r<qurtee to attomva For relro8t "token, moth ..,* any on trsverse parem<nl p:'nlz the . z'oc' H,ovr':en sat ado. = I Do not IeM d Dorf 36- t'. 0o trout ..lot bow 18'• oa. Doxel Ba ft" d S 0 Y 6'JOlnt lq•.1 PLAN PLAN BENT BARS r — " -3 V- N V-v 8 6 IV I I r Y4'• o" Rh Mrus 8'• Sea ms<rt L 8' 6 See Plan V-V IT Y-W" 6' NAx4rM PWE gN§i[RS e'ghl rEr. 4^ 13" P"Ve Precazt Cast in goce V -8" 12" lo[o(an SVO<iwe BVuclwe 8'-e" 12" Sean Wa':I 3D" 36" 8' -J' _ 4" Lw WaY 60" 66" TYPE E T.. ... fned castig A nlattnl rvcn [� 0 G� tRtiO !rC r°DRxs nEe — Range Ilyp.l PLAN ISOMETR, AS ��as, meme s rSN slJxoamroec h.rr ` DOUBLE OPEWTHOT II LAM BOY Notes Q) home rho cover shoube Nlln R•1642 or opprav[d e . Q Cover shrol,.!on D2 lo.a Of, sEo Od IogO v o rm^ of wT [oraeav phMk. Q3 It frmra Is reppwed to To ollacbed to sVurlwe, NA low %a" Rbnete, MYS or Rats, epA':y '.'d or.✓ frar'I. Q4 Re ve [Ots upon [o�'Tvotloa of pOvny ArO Doll Hob N— FIOnq. flyp.l PLAN IrAe" Cosket 26" mm. r 26 "n':n.� r � SODAS 1;,,'� t aria Ld% � 6�4" .��� -. ao [®]SODAS �d�an.w,,.ur 'Y4 ^n«n n Y MAO .. 6 fl000E 6010.601 RArNJBrolBRLB lIOBEE60,06 SLINWPoIMDRLN ,.... ro mM1 $ 33%s "min.� r+a sa'Ri.ie :no Via. 24 ,r TYPICAL SECTION GfiWOf FOR SMITMT uwa NNIM _ TYPICAL SECTION GS MIS FM Si WER NAMgEES PROJECT Nor 081016 -00 DESIGNED Br: B.HOPREY No DArE Br REVISION DESCRIPTION SHEET No. PROJECT DATE: 05/28/2010 CHECKED BY. S.SOVER$ _ 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 6ni2010 a50:v PM DRAtm BY; J.DEBD'nER — FROM US HWY 6 EAST TO CITY LIMITS 6.13 Go FILE: x: kDwklEkzooekOBmis- DOkGOkvbnakoelals- o0_BOLSxr CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS TYPE G iso plea,, fired .th, A STORM SEWER $e'. G GRATIS To sTneAa d�rc ryoRKS DEYP4��� RA4 TYPICAL SECTOR A A m < JOINT SEALANT MATERIAL r I/4 "t1r16" SAW CUT m < 0 0o JOINT SEALANT o o MATERIAL rl /4 " +i /16" SAW CUTo m m o oO JOINT SEALANT I.IATERIAL �1 /4 "I /i6" SAY/ CUT rr —q SAW CUP �: • oO° i /8" •• c I /4" AW CUT 6. CRACK OR o,o ••, A CRACK OR O° A JOINT LINE o O A –" JOINT LINE JOINT LINE . • %° DETAIL "A" DETAIL "B" DE L "C'• (SAWCUT FORMED BY CONVENTIONAL (SAWCUT FORMED BY APPROVED EARLY O CONCRETE SAWING EQUIPMENT) CONCRETE SAWING EQUIPMENT) O Z Z ti TOP OF PAVEMENT � ~ SEALANT O A Z � SAWCUT � G ~ m C 4 TO SECTION A -A n m DETAIL AT EDGE OF PAVEMENT r– NOTES: O A 0 PLACE DOWEL BARS OR TIE BARS IN ACCORDANCE WITH SECTION 7010, 3.04. a n 2@ REFER TO BAR SIZE TABLE n O DEPTH OF SAWCUT SHALL BE T /3. z ®'DW'JOINT SHALL BE LOCATED AT A M.DPANEL LOCATION BETWEEN FUTURE C' OR CD' JOINTS. IT SHALL BE NO CLOSER THAN z 5 FT. TO A 'C OR 'CD' JOINT. O BARS IN TRANSVERSE JOINTS SHALL BE PLACED SO THAT NO BM WILL E E CLOSER THAN 6 N.'TO ANY LONGITUDINAL JOINT (CENTERLINE OR LANELINE). © JOINTS SHALL BE SEALED ACCORDING TO SECTION ]010,3.10. O EDGE WITH 1/4 IN. TOOL FOR LENGTH OF JOINT INDICATED IF FORMED: EDGING NOT REQUIRED WHEN CUT WITH DIAMOND BLADE SAW. Tt REMOVE HEADER BLOCK AND BOARD WHEN SECOND SLAB IS POURED. SEE IOWA DOT STANDARD ROAD PLAN RH-55 FOR DOWEL ASSEMBLY FABRICATION, WHEN TYING INTO OLD PAVEMETTNTT. OT REPRESENTS THE DEPTH OF SOUND PORTLA D CEMENT CONCRETE. OR UNLESS OTHERBSE SPECIFIE ,(JAISVLESS C04 BCTION JOINTS IN MA'NLIK'E PAVEMENT SHALL BE 'CD'WHEN OT IS GREATER I. it DT'JOINTSMALL BE REDID LIEU OF HE DCONTRACTOR'S INT 1E %END OF THE DAY'S WORK. ANY PAVEMENT DAMAGED DUE TO THE ro m (0–\,/–SEE DETAL "C" m B. 30" LONG AT 30" CENTERS PLAIN JOINT „ ABUTTING AVEMENT SLABS SEE oETaL "c" PAVEMENT EDGE-p N.N. HEADER BOARD) > COxtt Roles 4 BAR FOR BT -1 JO!Ni 55 BAR FOR BT -2 JOINT o ' LASTIC 0 PAPER WRAPPED ER BLOCK : •, O °] Covtt P,aXOOnI¢n the 10 +o 01, JOINT - RIGID TIE •4 BAR FOR KT- IJOI NT SEE DETAIL "C" •5 BAR FOR KT -2 & KT -3 JOINT SS THAN 8' SEE NOTE © SEE NOTE 1° 5 ,° 30" LONG TIE BAR 12" ERS CENT 2 AT O zlwbYd bgo wd e r4m of om coo<eaed PcOwc 3 CENTERS 'B' -- PLAIN JOINT HE R JOINT - : FOR ABUTTING PAVEMENT SLABS (EN IGID PAVEMENT) SEE DETAIL AVEMENT EDGE SEE DETAIL "C" "A" OR "B" 9" l.ON. 9" ASR. 18" LONG DOWEL AT 12" CENTERS aa;a8::6 a = °Zo ° Io O OLE DIAMETER 1/8" LARGER THAN DOWEL SEE NOTE(g) 10 5 SEE ROTES (D (D@) N CONTRACTION JOINT _ ABUTTING PAVEMENT JOINT A SEE DETAIL PAVEMENT EDGE / 0" MN 15" MN Z < a ' "; oa IO �t °e ?••e. A _;u • ":_✓,E_s _ Q HOLE DIAMETER I/8" - 24" LOM1'G TIE BARD SEE (NOTES 1 5 6 8 10 18'o ONG DOWEL LARGER THAN TIE BAR AT 12" CENTERS. 4, !� TNT, _ 12" CENTERS co. DTES , 5 'RT• JU 0 201 z DOWELED CONT CTION JOINT ABUTTING PAVEMENT JOINT RIGID TIE D SEE DETAIL "'OR "B" TOP OF CURB SAY) CUT C4 Cy E;IeC. O BOTTOM OF SAW CUi 1 -1/2" / T }SV3 i11`e L(IWi JOANT SEAANi TOP OF SLAB •^ oy o'o. o Q MATERIAL 0 ° ,. G TIERCAR SEE TES 0105© AT 1L Or CT' TIED CONTRACTION JOINT NOTE: MATCH 'cr','co' oR 'c' Jour hu PAVEMENT. 'C' JOINT IN CURB SEE SHEET 2 FOR 0 TAILS AND �6DDA4 !y�°" Vr arao $W-6UZ i GENERAL NOTES. BIG 6410. susaoJOlow RJx siRT f r7 so: •,o. ISO Bat SIZE TABLE T n o O t8.. t>,8: :BUT 2 to.. SEE NOTES 104 5 11 3D" LONG TIE B v 0 OOOO L —SEE NOTE (g) AT 12" CENTERS O DOWEL CAVIN65 FOR N > DW' TYPICAL BAR PLACEMENT SIZE 3/4" 1 1/4" 1 -i/2" STOW SEVER HAIGUL11 DAY'S WORK JOINT (NON-WORKING) APPLIES TO ALL JOINTS UNLESS TE BM '6 •10 •II OTHERWISE DETAILED. SIZE. A A m < JOINT SEALANT MATERIAL r I/4 "t1r16" SAW CUT m < 0 0o JOINT SEALANT o o MATERIAL rl /4 " +i /16" SAW CUTo m m o oO JOINT SEALANT I.IATERIAL �1 /4 "I /i6" SAY/ CUT rr —q SAW CUP �: • oO° i /8" •• c I /4" AW CUT 6. CRACK OR o,o ••, A CRACK OR O° A JOINT LINE o O A –" JOINT LINE JOINT LINE . • %° DETAIL "A" DETAIL "B" DE L "C'• (SAWCUT FORMED BY CONVENTIONAL (SAWCUT FORMED BY APPROVED EARLY O CONCRETE SAWING EQUIPMENT) CONCRETE SAWING EQUIPMENT) O Z Z ti TOP OF PAVEMENT � ~ SEALANT O A Z � SAWCUT � G ~ m C 4 TO SECTION A -A n m DETAIL AT EDGE OF PAVEMENT r– NOTES: O A 0 PLACE DOWEL BARS OR TIE BARS IN ACCORDANCE WITH SECTION 7010, 3.04. a n 2@ REFER TO BAR SIZE TABLE n O DEPTH OF SAWCUT SHALL BE T /3. z ®'DW'JOINT SHALL BE LOCATED AT A M.DPANEL LOCATION BETWEEN FUTURE C' OR CD' JOINTS. IT SHALL BE NO CLOSER THAN z 5 FT. TO A 'C OR 'CD' JOINT. O BARS IN TRANSVERSE JOINTS SHALL BE PLACED SO THAT NO BM WILL E E CLOSER THAN 6 N.'TO ANY LONGITUDINAL JOINT (CENTERLINE OR LANELINE). © JOINTS SHALL BE SEALED ACCORDING TO SECTION ]010,3.10. O EDGE WITH 1/4 IN. TOOL FOR LENGTH OF JOINT INDICATED IF FORMED: EDGING NOT REQUIRED WHEN CUT WITH DIAMOND BLADE SAW. Tt REMOVE HEADER BLOCK AND BOARD WHEN SECOND SLAB IS POURED. SEE IOWA DOT STANDARD ROAD PLAN RH-55 FOR DOWEL ASSEMBLY FABRICATION, WHEN TYING INTO OLD PAVEMETTNTT. OT REPRESENTS THE DEPTH OF SOUND PORTLA D CEMENT CONCRETE. OR UNLESS OTHERBSE SPECIFIE ,(JAISVLESS C04 BCTION JOINTS IN MA'NLIK'E PAVEMENT SHALL BE 'CD'WHEN OT IS GREATER I. it DT'JOINTSMALL BE REDID LIEU OF HE DCONTRACTOR'S INT 1E %END OF THE DAY'S WORK. ANY PAVEMENT DAMAGED DUE TO THE ro m 36" LONG ©T 0" CENTERS' 3/4" DIk HOLE FOR BT -3 ® © .4 BAR FORM & BT -4 JOINT, 5/8" DIAL HOLE FOR III I(D JCNT. 0.091 i I 0"MN. 15 "MIN. ABUTTING PAVEMENT JOINT - RIGID TIE WHERE T IS 8" OR MORE 6T -3' 24" LONG AT 30" CENTERS BT-4' 36" LONG AT W . CENTERS WHERE T IS LESS THAN 8" BT -5' 24" LONG AT 30" CENTERS SEE DETAIL "C" SEE DETAIL "B" i�– ;p4 Io 'K' KEYED JOINT FOR ADJACENT SLABS WHERE T IS B" OR MORE (0–\,/–SEE DETAL "C" KT -VOA B. 30" LONG AT 30" CENTERS PLAIN JOINT s. BARS a 30" CENTERS. ABUTTING AVEMENT SLABS TYP. (CONTINUOUS ACROSS JOINT (C 'KT -3'QOs 'KS' OR LAP A MIN. OF 15 ") 4 BAR FOR BT -1 JO!Ni 55 BAR FOR BT -2 JOINT LONGITUDINAL JOINT FOR REINFORCED PAVEMENT L 1I(D \PA JOINT - RIGID TIE •4 BAR FOR KT- IJOI NT SEE DETAIL "C" •5 BAR FOR KT -2 & KT -3 JOINT SS THAN 8' ?Se:. o 3 CENTERS ABUTTING PAVEMENT JOINT - KEYWAY TIE 36" LONG ©T 0" CENTERS' 3/4" DIk HOLE FOR BT -3 ® © .4 BAR FORM & BT -4 JOINT, 5/8" DIAL HOLE FOR III I(D JCNT. 0.091 i I 0"MN. 15 "MIN. ABUTTING PAVEMENT JOINT - RIGID TIE WHERE T IS 8" OR MORE 6T -3' 24" LONG AT 30" CENTERS BT-4' 36" LONG AT W . CENTERS WHERE T IS LESS THAN 8" BT -5' 24" LONG AT 30" CENTERS SEE DETAIL "C" SEE DETAIL "B" i�– ;p4 Io 'K' KEYED JOINT FOR ADJACENT SLABS WHERE T IS B" OR MORE SEE OFFAL "A" °4 BAR FOR L -1 JOINT 15 BAR FOR L -2 & L-3 JOINT 'L -1' 'L -2' @ 'L -3' WHERE T IS 8 OR "IRE 2' s 36" LONG AT 30" CEN RS 'I. -3' U 36" LONG AT 15" CENTERS PROJECT NO: 081016-00 DESIGNED BY. UFOPKEY NU VAIL tlY REVISION DESCRIP110N SHEET N0. PROJECT DATE. 05/28/2010 CHECKED BY: S.SOVERS _ - 420TH STREET CORRIDOR IMPROVEMENTS CAD BATE, 6/1/2010 x:01:21 PR ORANN BY: J.OEBOIJER FROM US HWY 6 EAST TO CITY LIMITS B•14 CAB FILE: X, M)M EK 2008\08101600 KCADKPI�KOIO16- oo.BD1.SHT I CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS WHERE T IS LESS THAN 8" KT -VOA 30" LONG AT 30" CENTERS WHERE T IS 8" OR MORE & BT -4 JOINT JOINT 'Kr -2'00 30 LONG AT 30" CENTERS 'KT -3'QOs \ 30" LONG AT 15'_CENTERS SEE OFFAL "A" °4 BAR FOR L -1 JOINT 15 BAR FOR L -2 & L-3 JOINT 'L -1' 'L -2' @ 'L -3' WHERE T IS 8 OR "IRE 2' s 36" LONG AT 30" CEN RS 'I. -3' U 36" LONG AT 15" CENTERS PROJECT NO: 081016-00 DESIGNED BY. UFOPKEY NU VAIL tlY REVISION DESCRIP110N SHEET N0. PROJECT DATE. 05/28/2010 CHECKED BY: S.SOVERS _ - 420TH STREET CORRIDOR IMPROVEMENTS CAD BATE, 6/1/2010 x:01:21 PR ORANN BY: J.OEBOIJER FROM US HWY 6 EAST TO CITY LIMITS B•14 CAB FILE: X, M)M EK 2008\08101600 KCADKPI�KOIO16- oo.BD1.SHT I CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS ° I ° m - SEE NOTE 6 SEE DETAIL "A" m < ' I /JQNT16 "SAW CUT A- � DOAL NOONW CUT M�TNERIAL4 +/B / / ^I /16 "SAW CUT < JOINT SEALAYT m MATERIAL 4 " +I /N" Ai-1 pI 2•• THRU CURBM TOP OF C 00 •e T THE JOINT MATERIAL pR ED RESLIENT (0 ,0 O 0. SAW CUT SHALL EXTEND TO H-3- 3/4 +1/2" TOP OF STAN 0• °• SA1Y CUi —SAV/ CUi .•a __ q THE BOTTORN OF , ' JONT MATERIAL THE PAVEMENT °,o, yo• ° 'CF' JOINT � 0° JOINT UNE < 1" N'OMNAL CRACK OR A O'O '•' CRACK OR /� SEE DETAIL '•A•' A JOINT LINE JOINT LINE DETAIL "B" / PREFORMED RESILIENT 'E JOINT OPTION I ` OPTION 2 °• JOINT �ATERIAL JOINT 1Y CURB E ONLY UPON APPROVAL OF ( VIEW AT BACK OF CURB ) O iS01CTI0NPL ENGNEER o :8eo: z DETAIL "A" +I l - LOU NAL On OP OF PAVEMENT NENT SAtYCUO Z3/4 O" I/4" OR - i/6' TYPICAL TIE4LBAR PLACEOTN T® O SEE ROTES 11 °5 JAMS OIR JOpOETA ETD A'LS TENT TOP OOSLPB CU �¢ M101 /O FORMED POLYETHYLENE A ON SEE OETA JOINT FILLER Z SECTION A -A IL "C° APPLIES TO ALL MOTS UNLESS OTHERWISE DETALED. to RAGS Q ' DETAIL AT EDGE OF PAVEMENT m 18" LONG DOWEL P +l 'EE' JOINT AT 12•• CENTERS 2 �APPROVED JOINT IN CURB MNAL EXPANSION TUBE ( VIEW AT BACK OF CURB I n z 'ED' DINT In 1•'OOWELE XPANS!ON JOAT NOTES 0 PREFORMED POLYETHYLENE TOP OF CURBASEE DETAIL A" =NT FILLER ® iI}f V THRU CURB n SEE NOTE 3 5 7 TOP OF SLAB CURB $ :. RETANER RAILS ° PHEFO FIAED POLYETHYLENE °'0 " JOINT FILLER E ^ ' O MATCH 'E' JOINT o� SLAB RALS IA PAVE1 /ENT BAR SUPPORTS MAY BE NECESSARY FOR fMED FORM PAVING, SUBJECT TO THE JURISDICTIONAL ENGINEER APPROVAL, 18" ,NG DOWEL ills 41 O TO ENSURE THE BPR RE61A'NS IN A HORIZONTA POSITION IN THE PLASTIC CONCRETE. 2 PPROVED O2 WHEN TYING INTO EXISTING PAVEMENT, OT REPRESENTS THE DEPTH OF SOUND PORTLAND CEMENT CONCRETE. A 12" CENTERSo- NOY.FAL EXPANSION TUBE MATCH E ; "P' M 'EE' JOINT DEPTH OF SAWCUT SHALL BE T /3. 2" DOWELED EXPPANSION JOINT N'T IN ICU 4 PLACE TIE BARS ACCORDING TO SECTION 7010.3.04. FOR EXISTING PAVEMENT, SEE SECTION 7010, 2.02 FOR EPDXY RED MENTS. ,m r PREFORMED URETHANE POA1� JAT IN CURN JUN 0 201 4 (VIEW AT BACK OF CURB) IY 11 c SEE DETAIL EXPANSION JOINT FILLER m O5 THE FOLLOWING JOINTS ARE INTERCHANGEABLE, SUBJECT TO THE POUR•NG SEQUENCE' m SEE NOTES 13 5 7 ti RFTAMER ftALS KT -1', 'BT -1', MD 'L-1' _ KT -2' AND 'L-2' o RAILS �O :4SY3 I(T: tOIY. KT -3'AND 'L -3' P .I sV� -4•• 1A © TOOL JOINT. SAWING AND SEALING OF JOINT NOT REOUIRED, o AT LONG DOWE 2 NOMNPL APPROVED 'EF'JOINT EXPANSION TUBE 4" DOWELED EXPANSION JOINT SEE SHEET 2 FOR GENERAL NOTES AND DETALS. 00 0 0 0 00 O T m A ° °y m° mom 20➢ ZM M (P I i3 o y 1Or m Z m m p p p P,'6 y o y TH A •O,' r y - '< O N �� <Z O� DZ y O 1*1 _ D PI < � Hn - . o, �y �° In ° CO "' _ -< y 1 Wo •4. y m is z° m ? ° o :a O DD� Om D y Z O 4 y O d. < <mP im m O FZ my m y N D a.� eU m P, ©� K Op r'-'O °A l 9� y L r .'t.• L'C ymOPI <ON In- Nm m O 'm,I f,IIA P_ A f- 0 •P = O..` J fO Oz b� �mm o� °-cow D y BD '" a,bP m nm Om '9_ A .'n .. -0 An� o LmL f °o °J .. r (£mm m 1/1- y0oo ➢ � m m o 2 ° - 9 �A m n m o m ° y m gm °° 9y a VARES 6' N2V1 ,'1P, <° m g'920° � m < mn o oA a o ° m IS n m n ym rr-< . mm D a�A VAR'E Oz `mo r ➢0 mn �[) oo9c G .. N Z �' o� Z DA x20 m m3 - DA y� Am O� yr A <-O p .20.1• b^ P TH e.GOB V D9 �° y0 NOO Dm n b•9bn °P3 tl•P N O J O m w '•a ZIS•I O ° mm .w2ZW N 0 D -° Z DO %O'9 y Ol ° m y y m �m N "°v T- O /!m A m 9A m n F JR Z1VI _ m I S C 6 4P XCDI �j D m Vl Q A m C O~ q 'e'�: P y3 °uC'.v• > p < < n m m va a zm l' 0 D O y A D O c W 6" (OR AS SPECIFIED) PROJECT NO, 081016 -OD DESIGNER BY, B.POPKEY NO GATE BY REVISION DESCRIPTION SHEET PROJECT DATE. 05/28/2010 CHECKED BY: MOVERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE. B/In010 1:03:24 PH DRAWN BY: J.DEBRUER FROM US HWY 6 EAST TO CITY LIMITS B.15 CAR FILE, xnOmIES2DDe5Dem16- 005Cn0�Pla,.�RelR16- DOe0lsxr CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS ENS!ONS THICKNESS A D GREATER I -3/4" /4" THA4 8" I. 2" /) as specified n )r Bock of cvb-' Icnl TYPE A WITH FLARES Back of TYPE A WITH BAD iI DETAIL B (D Drivexay ro6us BE), Pmopelromp: II normasfdexa5 elevation Readen11o510 loot rnhWJ' 15 foot modm!m cannot be aHaved wiU the pe(pen6<JW ramp Commercfolond indusldm: As speclred m the O contract documents. ramp ANN' provide, o pma0efromp to make up Uw e'evotlon 6ffereme betxeen the IoMMg a,d Transition the orb height to 0 inches and of Ue stWdme sfdewak. a or at the (tuna edge of adexak. Q 00 not extend Do not axlend rased curb across adex ale. to exceed 15 feet, regmdess of the resabrq Pavement D,ckm slope. Do act exceed 6.31 slope for pa(ond Raelda nt;d:6 inches mlalmum. O comneraa and Measlria:) MEnxs ,m'nimwn. LwSm9:&K m. sbpe of 2). in any RA,I;.. SIdKAWk mf Urough Miv¢xay l0 ma1cM1 O Wcknes d,iKa Ihialm¢55 Of driv¢aVy. Dan 5 feel, evrrot, 'nand and provide Center neinlorcmg Dar ver FKally M the Opavement. 6 0 Wass curb rang is afgned pWpandcdm to the Botch U!ckness of adjacent roadxay,8 inches O midmum. shop)rrqq of the bottom of the ramp to provide a Provide ',rf6ra at back of <mb unless '8' 8 O lofil is speared. slope in ony 6rfar.." erl He pavemznl crown 2Y. loxmd For areof Key arre center of aeey. to 2' 4@Sidewolk0 Driv¢xey� "8 12 H CONCRETE ERIVEWAV, TYPE A If« assxaks we marked, locate comps, e+<Fasve of Mmes, xiWn the uesswalk makings. 0 Pm¢ "el ramp: Il normal s'dex ale ekvaGan cannel be a street with Illy p d. team t'd belreen the street . mnamg doe to aCked ramp length, difArz a pbtt aaamp to make up the elevation dleAok.e betxeen the IWn6nq mi the standard sdewoN. The knglh of the pmallaroap is not regvi to exceed 15 feel, regord'ess of the res' m9 slope. Do not exceed 831 slope for p at ramps shorter than 15 feel. Q Metola 24 inch wide (mn) strip TYPICAL SECTION -CURD RAMP the xWn,x; at Uz I of cvb. Extend Ue delectable wmrmgs acr the Mxidlh of Bock of cwb the romp' Prov,do o minimum o fiches of cancrele below the detectable worn:. pmeL Culler I. ® Londiq: WOrlm slope of 22 in any dwAlon. Namalslope� / moire' mac d,5 If crossing to r —fi.te with IWwtion of SKEWED CROSSING PERPENDICULAR CROSS PC — — —T dele<lob! pmnng Or if pedestrian cross'ng © © Level Wa m adR ce of lhepucrossm9 gote.e xmrtmg pones Roodxoy pavement © I aldetedable wing panzl with ri .ted OETNL A omes orented Nolello (be duecron of Cedes lr'on Iravel locale front edge of - delectable xmmng pW,06 to 15 feet from �_ Sdexak centeifre of"West mid. lr7E,�d'" Sloped curb e.0' Roadw of pavement c.oss'nq mm Cy6 21 wide 1-1 vmies) d,5 deleclob!e worn nq Q of rmawoy P ° °y 9 DETECTABLE WARNING LOCATION AT RAILROAD CROSSING /[' erpoosion j6rd DETAIL B (Cab return) Key Ramp Lmdvlq • Dxt"dWe worm' CENTRAL CURB RAMP DETAILS 7 1,.D, OQ rc W 4'-0' mn. Roatlway CUSS C SIDEWALK ♦ Bock of curb) / U Face of cwb See Figne 7030.204, DeIOdB PREFERRED RAMP Q Vadmrm cross dope of aidewk (irlbdnq Ardzxalk Urovgh 6rvexay) is 2Z. 02 Parking "ape". Less tWn W feet Waal' /4 h,h per foal Over Ki feet wi de: ' /¢ inch per fool. Specrol e may be specified m the contra, documents. W • Sidexak width as specified in the contract docum hts. Clerk CLASSES OF SIDEWALKS Rater to Fq,,a 7030.204 for generalm, MO, IQ Pmopelromp: II normasfdexa5 elevation cannot be aHaved wiU the pe(pen6<JW ramp between the street and bMmyy doe to tmlted ramp ANN' provide, o pma0efromp to make up Uw e'evotlon 6ffereme betxeen the IoMMg a,d Ue stWdme sfdewak. IN' length of the D=IiVromp a Trot raquped to exceed 15 feet, regmdess of the resabrq slope. Do act exceed 6.31 slope for pa(ond romps shorter than 15 feet. LwSm9:&K m. sbpe of 2). in any RA,I;.. d,3 WWI xGth:5 toot mn,'ansm IT island is less Dan 5 feel, evrrot, 'nand and provide Aternote 2. 0 Wass curb rang is afgned pWpandcdm to the street (Wive, provide m mm of special shop)rrqq of the bottom of the ramp to provide a 'moo, transition to the guHerrra. 21 mawlmmn slope in ony 6rfar.." Key W - Sldewek width as specired M the contract drr, n ts, Rmnp Larding • Dete<lob'e warning CURB RAMPS WITHIN INTERSECTION RADIUS FOR CLASS B OR C SIDEWALK PROJECT No: 081016 00 DESIONIE0 BY: 8.110PKEY NO GATE BT REVISION DESCRIPTION SHEET No. PROJECT DATE: 05/28/20/ CHECKED BY: MOVERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE. 6)11201 1:03:25 PM D�RAVR BY: J.DEBSUER FROM US HWY 6 EAST TO CITY LIMITS B.1 B cxo FILE: x:♦ aNn1E♦ z0o8♦ Delols- D0♦cxD♦Plx:ie♦oelol6 -oo.Ba LSxr I I CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS dl 0 II N u u u TYPICAL SILT FENCE DITCH CHECK ATTACHMENT TO POST ar 5 Is SILT pill One (Probe View) JUN 4 DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES •Reduce post stall to 5'-0" at wale, concentration areas, of as regared to Mer lny support fence " o SILT FENCE GENERAL NOTES: Instalsill fence acordtrq to the requirements of GENERAL NOTES! Section 9040. 3.07 and of locations shown m the ...bast Berm Shawn is tyDKOl far faces Ill Inch 3'I. For dectments or as dt"t" by tTe Jwisa.<tlonNEngneer. 1 Q Insert 12 in. of fabric a mirf con of 6 m. deep qo (fabric may be IoW below the ground finel 0� 2 O Filler sack dimTZler as specified K the ...trod 1 Compact ground by driving aloof each Aide of the flit fence OS rcgbRed l0 ." 6c;en Hy now docrl wa\� secure the fabric in the Trench to prevent IT pueoul and Tick under the Ever. I'J ht alches, extend sill fence 1/p sde slope so W RW bottom elivotion at the end of the fence is a ran'mtm oft in hyher Ilwn the top of the ® fence in the low palm of the ditch. Steelposls to Its embedded 20 in. Aide, otherwise .rowed by the &nsdctlonol 05 Engneer. Secure top a1 engKexring fabric to sleelposts j usfipp wire or plastic ties (50 N.l See dalals of "AltaUrnml to Posls.° SILT pill One (Probe View) JUN 4 DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES •Reduce post stall to 5'-0" at wale, concentration areas, of as regared to Mer lny support fence B v FILTER BERM LTER K Const(Jet �j book' at evx on iN v:cJ I5Kt9iarn 01 sock or berm. ALTERNATE RAMP I Dlsty Ted area w ey. 1 A, 2..0" i 0 \\03 o SAS Wale =fba perpendcdar to ,age �.1 �3 w o & Slakes (Typ.) ? ;°¢ 0 b- )taro Area to be protected For pefrtzler conbolabnq street _ for sediment and slope control " o SILT FENCE aarimwos Leleetbble state. warm, state aromd roe:. ALTERNATE RAMP 2 NEW 10121106 FIGURE 7030,207 SIEET 2 OF 2 Ct NALFS WTHIN INTERSECTION III FOR CLASS 0 OR C SIDEWALK GENERAL NOTES! TYPICAL PLACEMENT OE Berm Shawn is tyDKOl far faces Ill Inch 3'I. For aood slate stake slel slooppe;. Kleine berm limb as directed IT, the 1 approved Plo.e .ddti.nol Rtef motedefor Titer moterml dAbd,ta, 1Esngel .Bt. fOthe seam between the lobe on,, the Bound Noce Term uncomppFled window perpe%c to the slope at IoceUOns specified m the ...trod do<wnenls. Frmalerird Be. Filler sack dimTZler as specified K the ...trod 1 ate w ` now docrl wa\� B v FILTER BERM LTER K Const(Jet �j book' at evx on iN v:cJ I5Kt9iarn 01 sock or berm. ALTERNATE RAMP I Dlsty Ted area w ey. 1 A, 2..0" i 0 \\03 o SAS Wale =fba perpendcdar to ,age �.1 �3 w o & Slakes (Typ.) ? ;°¢ 0 b- )taro Area to be protected For pefrtzler conbolabnq street _ for sediment and slope control " o aarimwos Leleetbble state. warm, state aromd roe:. ALTERNATE RAMP 2 NEW 10121106 FIGURE 7030,207 SIEET 2 OF 2 Ct NALFS WTHIN INTERSECTION III FOR CLASS 0 OR C SIDEWALK TYPICAL PLACEMENT OE RM OR SOCK xew mmub FIGURE 90401 1 SYCET I OF 1 fII TER BEPOI S FILTER SOLO PROJECT NO, 081016 -00 PROJECT DATE. 05/26/2010 CAD DATE: 6/1/2010 1:03:26 P.N CAD FILE, XAGN\IE\ 2008 \0BI016 DOWAD \Plam\OBIOI6 DESIGNED BY: B.HOPKEY CHECeED BY, MOVERS DRAWN BY: J.10E80WER 00 00LSHT NO GATE OY REVISIM DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS SHEET N0. B '� 7 j SAW OR CUT ROOTS, DO NOT SPLIT,TEAR OR CRUSH 1, VARIABLE ROOT CUTTING DETAIL Section A -A Bad,lope / 0rya AKW SIeL Ewv d b. sieT Typical Section / SpeF..l sa. IsOmatric Vie. I21I. nl/ I � I!Y mun Lover Anchor Slot c,sc1" E" Eyire.ny s° FaMic StpN, at 1!Y amtm Upper Anchor Slot ROCK FLUME PLAN FOR SILT FENCE AT INTANE. ae � \I I I I I I I I I I I I of I I I IwHI I -/1 4' 2' PLAN FOR SILT F ENC E ORCH CHECK AT MET i JUN 0 010 .ia (CR' CIC k Ynwa �Pj, k va INLETPROTECTION 4'-0" HIGH CONSTRUCTION FENCE SUPPORT W /6' -0" wntFn STEEL POST O 6' -D" O.C. 5' -0" r-- DIAMETER IN INCHES I \ CRITICAL ROOT RADIUS q 6 — D.. X 1.5' 1.5' PER 1' D q•_0.• - EXIST. OF TREE TRUNK \ TREE MEASURED 4.5' ABOVE GRADE Ililj PROTECTED Y\ ` I� / / 4' -0" HIGH FENCE ROOT ZONE CONSTRUCTION FENCE FOR TREE PROTECTION 2 flIPRAP 1.0'0)h 24 "� �RIPRAP I-U SECTION A -A ENGINEE NG L A rABIE a ONNHTOS FAORIG R IFPAP AT FCP COMES SECTION B -B CIA. OF t � T-) PIPE IIN.I 1�- 6 Note, 2' 4 - IB10 Pipe sizes larger than thus shown require special design. B L 10 Requirements for rlprap size a d thickness and filter blanket L N 2 will be designated in the plans 2 _ Il QI For pipes greater than or equ to 30 ", use 1.5'. RIPRAP AT OUTLETS ie i All rlprap shall be placetl 24" d th. PROJECT N0: OSIO16-00 DESIGNED BY, B.HOPKEY NO OAEE BY PEVISIEN DESUNPHON - 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE. 05/26/2010 CAD DATE. 6/l/2010 IM,ZJ PH CHECKED BY, s.SOVERS DRAWN BY: J.DEBOAER — I __I FROM US HWY 6 EAST TO CITY LIMITS B 1 8 I TYPICAL CROSS SECTIONS AND DETAILS CAD FILE, xnON\lE\200M8I0 6 00\CAD\PE— \001016 OO BOLSHT CITY OF IOWA CITY, IOWA 4 511„ 0 OIOC) 0 BROKEN CENTER LINE (Yellow) 51�„ 4 "� IJa1nt) 511„ 4 „_J 03 DOUBLE CENTER LINE (Yellow) ❑ ❑ ❑ ❑ ❑ ❑ ❑ —1 2'-Ii [- -1-14' [S- 4 „� 09 DOTTED LINE (White) JON't Line 51 %” Lane Width 4„ TRAFFIC .SOLID L44E LINE (White) 0114„ 4” -1- O 6'/" O -- -� -- - -t 4— (joint) (Jolnt) (H NO PASSING ZONE LINE (Yellow) 1-4 511•• 13 STOP LINE (White) r 51/" 4 " rjoint Line Lane Width t � f 10' 30' IO' 10' I © BROKEN LANE LINE (White)) •H TRAFFIC m PROJECT I;o: 081016 -00 DEEMED BY, B HOPKEY _ PROJECT DATE. 05/20/2010 CHECKED BYt 5 SOVERS CAD DATE: 611/2010 1:03:29 PH DRAWN BY: J.OEBOWER CAD FILE, x:\UH\IE\2008 \081016- GO\CAD\P1eos\081016 -00 em.SHT II CHANNELIZING LINE (White) 1© CHAN'N'ELIZING LINE (Yellow) 14 CROSSWALK LINE (White) 6" EACH UNIT : 3.84" N PAVEMENT MARKINGS STRAIGHT AND CURVE ARROWS W Paint Paint Gutter Lime � Q Gutter Llne- Cu b Curb W Paint 12" width for 6" Standard Curb, (j) Paint 14" width for G" Sloped Curb. IS YELLOW CURB 16 WHITE CURB 16" 12„ r�i�wl 24" 24 [V V V I© YIELD LINE (White) 511.. iEl El El I/LI J❑ ❑ ❑ ❑ ❑ ❑-j 51/" 2•� I, 4• Irt 4••� 18 DOUBLE DOT D LINE (Yellow) STANDARD TYPES OF PAVEMENT MARKINGS of Soho Road 9001 I to' �12' Edge of Pavement 13 13 STOP LINE (Whstel Ho' For location details sae Tgptcel Ducted F0611. PAVEMENT MARKINGS I Stop Lines EACH UNIT 3.84'� ..�: :ieS....m 4 ..o..:�ili...m.. °m°umm .R Edge of 9503 OhI691 Pavement Stop signs should be confined to the shaded areas, but as close to the approach roadway as possible to 9" 4•J _ - - - - - Q7 EDGE LINE RIGHT (White) If possible, slop signs should be placed at rice point Q8 EDGE LINE LEFT (Yellow) ^{ - share vehicles are to slop or as near as practical. 50' Mew. dr r/ 6' M, ^• 50' Maw. / 12' f-0sn In rural areas, the lateral clearance should not be / 12' Mm, 4, -5Y., laser than 6' from the edge of a usable shoulder. / or If none, 12' fron edge of the traveled way. / Stop sign to be -- - - - r 8 D prated within In urban areas, stop signs mould be placed a minimom shaded area. �' 25' Mow, shaded area. of 6' from the near edge of the intersected street L - -_ — 2' -6%" , I of a marked crosswalk. Lateral clearance may be reduced to a minlmun of 2' fron the face of a cu,b. -,-.. J_,_ L I, �Edga of Traveled Way PROJECT I;o: 081016 -00 DEEMED BY, B HOPKEY _ PROJECT DATE. 05/20/2010 CHECKED BYt 5 SOVERS CAD DATE: 611/2010 1:03:29 PH DRAWN BY: J.OEBOWER CAD FILE, x:\UH\IE\2008 \081016- GO\CAD\P1eos\081016 -00 em.SHT II CHANNELIZING LINE (White) 1© CHAN'N'ELIZING LINE (Yellow) 14 CROSSWALK LINE (White) 6" EACH UNIT : 3.84" N PAVEMENT MARKINGS STRAIGHT AND CURVE ARROWS W Paint Paint Gutter Lime � Q Gutter Llne- Cu b Curb W Paint 12" width for 6" Standard Curb, (j) Paint 14" width for G" Sloped Curb. IS YELLOW CURB 16 WHITE CURB 16" 12„ r�i�wl 24" 24 [V V V I© YIELD LINE (White) 511.. iEl El El I/LI J❑ ❑ ❑ ❑ ❑ ❑-j 51/" 2•� I, 4• Irt 4••� 18 DOUBLE DOT D LINE (Yellow) STANDARD TYPES OF PAVEMENT MARKINGS of Soho Road 9001 I to' �12' Edge of Pavement 13 13 STOP LINE (Whstel Ho' For location details sae Tgptcel Ducted F0611. PAVEMENT MARKINGS I Stop Lines EACH UNIT 3.84'� ..�: :ieS....m 4 ..o..:�ili...m.. °m°umm .R 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY. IOWA I TYPICAL CROSS SECTIONS AND DETAILS L SHEET' NO. B.19 9503 OhI691 hllTES: Stop signs should be confined to the shaded areas, but as close to the approach roadway as possible to Provide the motorist with the best Nsual impact. _ - - - - - If possible, slop signs should be placed at rice point Is - share vehicles are to slop or as near as practical. 50' Mew. dr r/ 6' M, ^• 50' Maw. / 12' f-0sn In rural areas, the lateral clearance should not be / 12' Mm, laser than 6' from the edge of a usable shoulder. / or If none, 12' fron edge of the traveled way. / Stop sign to be `" Stop sign to be placed within prated within In urban areas, stop signs mould be placed a minimom shaded area. �' 25' Mow, shaded area. of 6' from the near edge of the intersected street 25' Mew. or a minimum of 4' In advance of the near edge ,, I , I of a marked crosswalk. Lateral clearance may be reduced to a minlmun of 2' fron the face of a cu,b. Edge or Traveled Woy �Edga of Traveled Way Where the approach roadway consists of top lanes of CASE 'A' SE '6' traffic, a second stop sign should be placed where It Is Amble to traffic In the Inner rare, WITH SHOULDER WITHOU HOULOER At chanregzeel Inlersectionh the additional stop sign may be placed on a ANonellzed island or median. STOP SIGN PLACEMENT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY. IOWA I TYPICAL CROSS SECTIONS AND DETAILS L SHEET' NO. B.19 ESTIMATED ROADWAY QUANTITIES 1-00-OA-1 ESTIMATED ROADWAY QUANTITIES 100 -DA 10-28 -97 10 -28 -91 Item No. Item Code Item Unit Total As Built Ouan. Item No. I Item Code Item I Total As Built Ouan. DIVISION I. GENERAL DIVISION 6. STRUCTURES FOR SANITARY & STORM 1.1 _ _ CONSTRUCTION STAKING LS _ 1 6.1 INTAKE, SW -508, SINGLE OPEN THROAT, LARGE BOX EA 12 -_ 1.2 _ FEED LS _ 1 6.2 _ INTAKE, SW-510, DOUBLE OPEN THROAT, LARGE BOX EA 16 1.3i MOBILIZATION LS _ 1 6.3 MANHOLE, STORM, SW -401, 48" DIA. EA 9 6.4 MANHOLE, STORM, SW -401, 60" DIA. EA 3 DIVISION 2. EARTHWORK _ 6.5 MANHOLE, STORM, SW -403 MOD., 56" X 126" EA I 2.1 CLEARING & GRUBBING LS 1 6.6 MANHOLE, SANITARY, SW -301, 48" DIA. (T -LOCK LINED) EA 4 _ 2.2 REMOVALS, AS PER PLAN LS 1 6.7 _ MANHOLE, SANITARY, SW -301, 84" DIA. (T -LOCK LINED EA 2 2.3 TOPSOIL, STRIPPING, SALVAGING & RESPREAO ( WAY) CY 6986 6.8 MANHOLE, SANITARY, SW -301, 96" DIA. (T -LOCK L ) EA 3 2.4 TOPSOIL, STRIPPING. SALVAGING & RESPREAO (SAN) SEWER) CY 6000 6.9 MANHOLE, SANITARY, SW -301, 108" DIA. (T-LO LINED) EA 3 2.5 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 36686 6.10 MANHOLE, SANITARY, SW -301, 120" DIA. (T- CK LINED) EA 2 2.6 EXCAVATION, CLASS 10, UNSUITABLE /UNSTABLE MATERIAL _ CY 2000 _ 6.11 MANHOLE, SANITARY, MODIFIED (T -LOCK L 0) EA I 2.7 _ SUBGRADE TREATMENT, FLY ASH SY 24611 6.12 TEE MANHOLE, SANITARY, SW -305, 48" IA. W/48" RISER (T -LOCK LINED) EA 5 2.8 _ _ _ PAVEMENT REMOVAL / DISPOSITION SY 11949 6.13 BEND - 45 DEG., SANITARY, 48" DI ., RCP CLASS IV (T -LOCK LINED) EA __ 3 _ 2.9 _ MODIFIED SUBBASE CY 4152 DIVISION 7. STREETS & RELATED WORK _ 7.1 PAVEMENT, STANDARD OR SL FORM PCC, CLASS C, CLASS 3 DURABILITY, 10" SY 21287 DIVISION 3. TRENCH, BACKFILL & TUNNELING _ 7.2 PAVED SHOULDER, PCC, SY 215 Y 3.1 TRENCH DEWATERING L 1 7.3 GRANULAR SHOULDER, PE A TON 85 - ,T -- 3.2 ITRENCH FOUNDATION STABILIZATION MATERIAL TON 1600 7.4 DRIVEWAY, PCC, 6" SY 286 3.3 3.4 SEWER, STORM, 24" DIA, W/42" STEEL CASING PIPE (0.500" WALL THICKNESS) SEWER, SANITARY, 42" DIA, W172" STEEL CASING PIPE (0.875" WALL THICKNESS) LF LF 110 200 7.5 7.6 SIDEWALK, PCC, " SIDEWALK, PC 6" _ SY SY 109 2410 3.5 SEWER, SANITARY, 48" DIA. W172" STEEL CASING PIPE _(0.875" WALL THICKNESS) - - OPEN CUT LF 7.7 7.8 7,9 SIDEWALK. C PEDESTRIAN CURB RAMP, 6" DE TECTA WARNING PANELS (CAST IRON) SURFA MG. DRIVEWAY, CLASS A CRUSHED STONE, 6" SY SF TON 43 _ 64 107 17. -' k 4 i DIVISION 4. SEWERS & DRAINS _ 7,10 GRANOLAR SURFACING ON ROAD, CRUSHED STONE (TEMPORARY) TON _ 200 411 SEWER, STORM, 15" DIA., RCP CLASS III LF 1683 - 4.2 SEWER, STORM, 18" DIA., RCP CLASS III LF 882 DIVISION 8. TRAFFIC CONTR AND SIGNALS 4.3 SEWER, STORM, 24" DIA., RCP CLASS III LF 1203 8.1 ITRAFFIC CONTROL LS I 4.4 SEWER, STORM, 30" DIA., RCP CLASS III LF 609 8.2 IPAINTED PAVEMENT MARKINGS, DURABLE STA 130 4.5 SEWER, STORM, 36" DIA., RCP CLASS 111 LF 187 8.3 IPAINTED SYMBOLS, DURABLE EA 35 4.6 SEWER, STORM, 48" DIA., RCP CLASS III LF 328 N.4 PAVEMENT MARKS, REMOVED _ STA 11 4.7 CULVERT EXTENSION, ROADWAY, 24" DIA., RCP CLASS III LF 12 _ 8. FLAGGERS DAY 10 _ 4.8 SEWER, STORM, 24" DIA, HDPE LF 1866 4.9 TEE SECTION, STORM, 48" X 18" DIA., RCP CLASS III EA I DIVISION 9, WORK & LANDSCAPING 4.10 APRONS, CONCRETE, 18" DIA., W /APRON GUARD EA 2 9,1 SEEDING, FERTILIZING & MULCHING, TYPE 1, PERMANENT LAWN MIXTURE, (HYDRAULIC) AC 8,1 4.11 _ _ APRONS, CONCRETE, 24" DIA.. W /APRON GUARD EA 3 ISEEDING, FERTILIZING & MULCHING, TYPE 2, PERMANENT COOL MIXTURE (HYDRAULIC) AC 3.5 4.12 APRONS, CONCRETE, 48" DIA., W /APRON GUARD EA 4 .3 SEEDING, FERTILIZING & MULCHING TYPE 4, URBAN TEMP. EROSION CONTROL MIX (HYDI AC 16.2 4.13 _ SEWER, SANITARY, 15" DIA, PVC TRUSS LF 1688 9.4 ING, FERTILIZING & MULCHING, TYPE 5, RURAL TEMP, EROSION CONTROL MIX (HYD) AC _ 3.5 4.14 SEWER, SANITARY, 42" DIA., RCP CLASS IV (T -LOCK LINED) LF 16 9.5 FENCE LF 14015 4.15 SEWER, SANITARY, 48" DIA, RCP CLASS IV (T -LOCK LINED) LF 4106 9.6 ROTECTION EA 3 4.16 SUBDRAIN AND FITTINGS, 6" DIA. CORRUGATED PVC (TYPE 1) LF 7870 9,7 R KS LF 405 4.17 SUBDRAIN, CONNECTION TO INTAKES EA _ 52 9.8 TRUCT] EROSION CONTROL LS I 4.18 SUBDRAIN, CLEAN OUTS, 6" PVC (TYPE A -1) EA 14 9.9 PROTECT EA 15 _ 4.19 SUBDRAIN, CMP OUTLET (RF -19E), 8" DIA. EA 2 9.10 ION STONE TON 31 4.20 FIELD TILE REPAIR AND FITTINGS, PVC, UNSPECIFIED DIA. LF 500 9.11 TMENT, CLASS TON 76 4.21 STORM SEWER AND PIPE CULVERT LF 603 9.12 VIIISINI D FENCE LF 2311 _REMOVAL 9,13 D FENCE, TEMPORARY LF 997 DIVISION 5. WATER MAINS & APPURTENANCES 9,14 D FENCE, GATE, I8' EA 1 5.1 WATER MAIN, DUCTILE IRON, 12" LF 130 9.15 NLINK FENCE, 6' HIGH LF 100 5.2 WATER MAIN, DUCTILE IRON, 16" LF 2331 9.16 NLINK FENCE, 6' HIGH (TEMPO RY) LF l00 5.3 GATE VALVE AND VALVE BOX, 12" EA 2 9.17 E REMOVAL LF 2343 5.4 BUTTERFLY VALVE AND VALVE BOX, 16" EA 6 9.18 E, SAFETY LF 3621 5.5 WATER MAIN FITTINGS LB 166 9.19 CATION OF MAILBOXES EA 2 5.6 IHYDRANT ASSEMBLY EA 5.7 IRELOCATE HYDRANT ASSEMBLY EA 3 _ DIVISION 10. WETLAND MITIGATION 5.6 JADJUSTMENT OF FIXTURE, VALVE BOX ASSEMBLY EA 3 10.1 EXCAVATION, CLASS 10 CY 1168 10.2 SEEDING, FERTILIZING & MULCHING, WETLAND MIX (MY ULIC SEEDING) AC 0.7 _ 10.3 WETLAND GRASS PLUGS EA 1000 PROJECT N0: 061016-00 DESIG.20 BY, B.HOPZer PROJECT : 6/ osi2enom EHecseO BY: ssaveRS ceo DATE: snizolo 1:20:10 PM DenNN Br: a.oeeouEa CAD PILE: xnsmi E\2oee\o61a16- ao\CAD\Pivn\0610is- o0- COI.SHT No DarE sr I REVISION DESCRiPn04 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES SHEET No. C,U1 L% 1 ESTIMATE REFERENCE INFORMATION Ioa4A ESTIMATE REFERENCE INFORMATION 100-41 10-29 -02 10 -29 -02 Iteem Item Code Description Iteem Item Code Description DIVISION I - GENERAL 2.6 EXCAVATION, CLASS 10, UNSUITABLE /UNSTABLE MATERIAL 1.1 CONSTRUCTION STAKING A. This bid Item Is to be used In the event that contaminated soils are encountered m Sta. 136 +00 to EDP. A. This bid Item shall include all survey work necessary for construction of this project as Intended by the contract B. Removal and offslte disposal of all contaminated material and ground water w not be paid far separately but shall documents and approved revisions. Control points have been included in the plans for reference. be considered Incidental to this item, The Contractor will be responsible for maintaining all horizontal and vertical control within the project C. This bid Item Includes supply and hauling in suitable material. limits following completion of the construction activitie This Item shall also include; staking the permanent D. The Contractor will be required to compact to at least 95% of materials standard proctor density. utility and temporary construction easements as Illustrated o Sheets; resetting and filing of E. Refer to the Contaminated Soil & Water Management Plan on et C.17 tie certificates on disturbed section corners; establishing perma t monumeotation (Iron pins or cut "X ") at 1000(t tangents, PC's, PT's and Intersections Pi's, post constructto Additional survey work required to re-stake 2.7 SUBGRADE TREATMENT, FLY ASH survey points disturbed during construction will not be paid for separa but shall be considered incidental to A. Refer to typical sections on Sheets B.01 and 8.0 this Item. B. Shall be utilized under all proposed pavement excluding driveways and sidewalks) C. Refer to Supplemental Speclf I.tlons for S trade Treatment, Fly Ash (included In project specifications). 1.2 FIELD OFFICE D. The Contractor will be responsible for h Ing an Independent geotechnical testing laboratory (as approved by the A. Shall meet the requ lrements as outlined In section 2520 of the low' DOT Standard Clfic atlons. protect engineer) to perform all mater la and compaction testing as required by the contract documents. No separate payment will be made for testing servl s, it shall be considered incidental to this Item, 1.3 MOBILIZATION E. The Contractor will be paid the ntract un It price per square yard. This shall be considered full coupe at ion A. Contractor will be paid based upon the schedule outlined In the contract documents. for furnishing all tools/rval equlpme ,and materlals necessary for the treatment of subgrade with fly ash in accordance with tht do ments. DIVISION 2 - EARTHWORK '- 2.1 CLEARING AND GRUBBING 2.8 PAVEMENT REMOVAL / N A. Removal of trees must be approved by the engineer. All casts associated with replacement of A. Refer to D Sheets and S Sheets for removal Iunits. unapproved removals will be at the contractor's expense. B. This Item inclul and proper disposal of the existing 420th street chip seal pavement. B. Includes removal from project site and disposal of trees located within the excavation Ilmit5 and C. Includes full dutting as necessary to create a clean edge. other locations on the site, as shown on the plans; grub, remove and dispose of stumps and roots. D. All damage to evements not Identified for removals, shall be replaced at the contractors expense., E. Bid Item Inc lu f sidewalk removal. See Tabulations on Sheet C.13. �c7tYd .iiy, [� 2.2 REMOVALS, AS PER PLAN ' A. This Item is for the removal and disposal of existing structures and signs as noted on Sheet C.07 and other 2. MODIFIED SUBB miscellaneous Items encountered during construction required to construct this project. Re- compact trenches to a A. Refer to ypical Section on B Sheets. minimum 95% of standard proctor density. B. Require znts of Modified Subbase to meet Sections 2115 and 4123 of the Iowa DOT Specifications. B. The contractor will be paid the contract price per each structure and sign removed. This shall be considered C. Recyc d PCC and HMA pavements certified to contain 1007. material from an Interstate or Primary highway under full compensation for furnishing all material, equipment and labor for the removal and proper disposal the to DOT jurisdiction may be utilized. The incorporation of all other foreign recycled asphalt ma terlal will not of existing structures as identified in the contract documents. be at owed on this project. D. cludes quantity for placement on driveways (4" depth). 2.3 TOPSOIL, STRIPPING, SALVAGING & RESPREAD (ROADWAY) The Contractor will he paid the contract unit price per cubic yard. This shall be considered full compensation A. Refer to T Sheets for Tabulation of Earthwork Quantities. This bid Item includes the following quantities: or urnlshing all tools, equipment and materials necessary for the installation of Modified Subbase in accordance with contract documents. 10393 CY of stripping (Roadway) 6986 CY of spreading + 457. shrink (Roadway) DIVISION 3 TRENCH AND TRENCHLESS CONSTRUCTION 3357 CY Net Excess (Incorporate into Fill areas outside of pavement) 3.1 TRENCH DEWAT NG A. Refer to sot boring logs on sheets 0.01 - 0.02 for approximate water table depths. See Section 2010, earthwork, subgrade, and subbase, of the Urban Standard Specifications. B. The contractor III be paid the lump sum contract price. This shall be considered full The volume of roadway spreading was calculated using a 457. shrink factor for spreading material. This quantity was compensation for fur Ishlng materials, equipment and labor necessary to dewater trench excavations calculated by stripping the areas identified on the roadway cross sections (typically upper 9" of topsoil) and as required to Install he proposed sanitary sewer main and laterals to the line and placing of topsoil to a depth of 6" for finished grading. grade as specified In th contract documents. B. Refer to Staging Notes, Sheet J.01 for information prior to placement of topsoil. This item also includes backfilling behind curb and all required finished grading. Payment for this bid Item shall be based on the 3.2 TRENCH FOUNDATION STABILIZATI MATERIAL given plan quantity. A. This Item shall be in accord cc with Section 3010 of the Urban Standard Specifications. B. Materials shall conform to Sect n 3010, paragraph 2.04 of the Urban Standard Specifications. 2.4 TOPSOIL, STRIPPING, SALVAGING & RESPREAD (SANITARY SEWER) C. Payment shall be based upon the a unt of material placed as Indicated on the delivery tickets. A. 6000 CY of this bid item Is for the stripping, stockpiling and placement of 12" of top soil for sanitary D. The contractor will be paid the con act unit price per ton. This shall be considered full sewer construction. Limits of removal shall be the length of the sanitary sewer Installation and the width of the compensation for furnishing all tools, eq Ipment, and materials necessary for the stabilization excavation. See S Sheets for locations. Top soil shall be stockpiled within project limits and contained within a of a trench as directed by the engineer. silt fence perimeter. B. After finish grading, remove clods, lumps, roots, litter, other undesirable material, or stone/quantittest 3.3 SEWER, STORM, 24" DIA. W/42" STEEL CASING PIPE .500" WALL THICKNESS) 3.4 SEWER, SANITARY, 48" DIA. W/72" STEEL CASING PIP (0.875" WALL THICKNESS) 2.5 EXCAVATION, CLASS 10, ROADWAY AND BORROW A. Refer to S Sheets for placement locations. A. Refer to T Sheets for Tabulation of Earthwork Quantities. This bid Item Includes the follow B. This bid Item Includes all necessary pipe, casing acers, sheeting, shoring, boring pits, labor, equipment 19078 CY of Class 10 cut and miscellaneous associated work necessary to furnish Al Install sanitary and storm sewer carrier and casing pipe 3357 CY of Topsoil Class 10 Cut Install in accordance with Urban Standard Specifications ectlon 3020, where shown on plans. 36688 CY of total fill + 307. shrink C. Sealing of annular space at the ends of the casing pipe Ith concrete or grout Is Included In this Item. 14253 CY of Class 10 Barrow D. Sanitary sewer carrier pipe shall be Jacking pipe ( "C" Wa ) gasketed Class 3000D RCP w/ T -Lock lining as manufactured by Ameron International Products. Field welding a testing of the liner in accordance with the B. The Contractor will be required to compact to at least 957. of the materials standard procto manufacturer's recommendations will not be paid for separately, t shall be considered incidental to this Item. C. The Contractor will be responsible for hiring an Independent geotechnical testing laborator E. Storm sewer carrier pipe shall be RCP Class 111. (as approved by the project engineer) to perform all material and compaction testing as requir by the contract documents. No separate payment will be made for testing services, It shall be considered Incidental to this Item. D. Overhaul will not be measured or paid for, but shall be considered Incidental to roadway excavation on this project. E. This Item Includes the earth shoulder fill material behind the curb and ad lacent to eaved shoulder. PROJECT 6'D, 08101600 DESIGNED BY, B.HOPKEY PROJECT DATE. 05/28/2010 CHECKED BY, S.SOVERS CAD OATS 6/1/2010 L20:I1 PM DRAWN BY: JAEBOw CAD FILE x_ \OM \IE\ 2008 \081016 -00 \CAD \Plans \081016- 00 -COLSX 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY. IOWA SHEET NO ESTIMATED PROJECT QUANTITIES I C.02 4' ESTIMATE REFERENCE INFORMATION 1004A 10-29 -02 ESTIMATE REFERENCE INFORMATION loo -4A 10 -29 -02 Item Item Code Description Iteem Item Code Description 3.5 SEWER, SANITARY, 48" DIA. W/72" STEEL CASING PIPE (0.875" WALL THICKNESS) - OPEN CUT 4.13 SEWER, SANITARY, 15" DIA, PVC TRUSS A. Refer to Sheet S.01 for placement location. A. Refer to Sanitary Sewer Tabulation on Sheet C.08. B. This bid Item includes all necessary pipe, casing spacers, sheeting, shoring, labor, equipment B. Refer to typical trench details on B Sheets. and miscellaneous associated work necessary to furnish and Install sanitary sewer carrier and casing pipe by C. Trench bedding in unpaved areas (roadway shoulders and side s) shall be Class F -3 with suitable trench backfill open cut; Install In accordance with Urban Standard Specifications Section 3020, where shown on plans. compacted to 90% standard proctor density. C. Sealing of annular space at the ends of the casing pipe with concrete or grout Is Included in this Item. D. Trench bedding In paved areas (mainline, side roads nd driveways) shall be Class F -3 with Class 1 granular 0. Carrier pipe shall be Jacking pipe ( "C" Wall) gasketed Cl 3000D RCP W/ T -lack lining as manufactured by material trench backfill compacted to 957. standard ctor density, Ameron International Products. Field welding and testing of the In accordance with the manufacturer's E. This bid Item shall Include all materials and qu 1pment necessary for the installation of sanitary sewer to the recommendations will not be paid for separately, but shall be considered Idental to this Item. the line and grade, as specified on the plans Ise Includes furnishing pipe and appurtenances, handling, excavat n, E. Temporary relocation of the existing stream channel is Included In this Ite installation, granular bedding, trench bac 111, concrete collars, water tight plugs, testing, and all ther miscellaneous work. R 'r. DIVISION 4 - SEWERS AND DRAINS;'�,_e '.e... ` 4.1 SEWER, STORM, 15" DIA., RCP CLASS 111 4,14 SEWER, SANITARY, 42" DIA., RCP CL IV (T -LOCK LINED) 4.2 SEWER ,STORM, IB" DIA „ RCP CLASS 111 4.15 SEWER, SANITARY, 48" DIA., RCP ASS IV (T -LOCK LINED) J 1 20 4.3 SEWER, STORM, 24" DIA., RCP CLASS III A. Refer to Sanitary Sewer T lation on Sheet C.08. 4.4 SEWER, STORM, 30" DIA., RCP CLASS III B. Refer to typical trench stalls on B Sheets. 4.5 SEWER, STORM, 36" DIA., RCP CLASS III sanitary sewer shall be pe A -1. {`ty (1 .'TIC 4.6 SEWER, STORM, 48" DIA., RCP CLASS III C. Trench bedding In paved areas (roadway shoulders, sidewalks and farm fields) shall be Class R -2 WifhV 64t=Abi T`4' A. Refer to Storm Sewer Tabulation on Sheet C.08. trench backfill cc m cted to 907, standard proctor density. In areas where the proposed sanitary sewer is Jacent B. Refer to typical trench details on Sheets B.03 - B.04. to the proposed s rm sewer underdrain (Sta. 5113 +50 - Ste. 5141 +75) suitable trench backfill shall be cc acted C. Trench bedding for storm sewers in unpaved areas (roadway shoulders and sidewalks) shall be to 95% standard rector density. Class R -2 with suitable trench backfill compacted to 90X standard proctor density. D. Trench be Ing In paved areas (mainline, side roads, and driveways) shall be Class R -2 with Class I g anular D. Trench bedding for storm sewers In paved areas (mainline, side roads, and driveways) including material tr nch backfill compacted to 95% standard proctor density. longitudinal (back of curb) and transverse runs within the street shall be Class R -2 with E. All s nary sewer shall be bell and spigot gasketed Class IV RCP W /T-Lock lining as manufactured by Ameron Class I granular material trench backfill compacted to 95% standard proctor density. Intern tonal Products. Field welding and testing of the Ilner in accordance with the manufacturer's recommendations E. All storm sever shall have bell and spigot Joints with 0 -ring gasket joint per AS TM C443, will of be paid for separately, but shall be considered incidental to this Item. F. Includes furnishing pipe and appurtenances, handling, excavation, dewatering, Installation, F. his bid Item shall Include all materials and equipment necessary for the Installation of sanitary sewer to the granular bedding, trench backfill, concrete collars, connections to existing structures ne and grade, as specified In the plans. Also includes furnishing pipe and appurtenances, handling, excavation, and all other miscellaneous work. Installation, granular bedding, trench backfill, concrete collars, water tight plugs, testing, and all other Iscellaneous work. 4.7 CULVERT EXTENSION, ROADWAY, 24" DIA., RCP CLASS 111 4.16 A. Refer to Storm Sewer Tabulation on Sheet C.09. SUB IN AND FITTINGS, 6 IN. CORRUGATED PVC (TYPE 1) B. Includes furnishing pipe and appurtenances, handling, excavation, dewatering, Installation, A. Ref to Longitudinal Subdrain Tabulation (104 -9) on Sheet C.10. granular bedding, trench backfill, concrete collars, connections to existing structures and all other B. Refer M Sheets for Subdrain locations. miscellaneous work. C. Approve nufacturers: (1) Contech, A -2000 (2) Advanced Drainage Systems, ADS N -12 or (3) Manor, HI -0. D. Includes po us backfill, tees, plugs and all other required fittings; Incidental to this Item. 4.8 SEWER, STORM, 24" DIA. HDPE E. Refer to Flgu 4040.231 on Sheet B.05 for construction details. A. Refer to Storm Sewer Tabulation on Sheet C.Oq, 4.17 B. Refer to typical trench details on Sheets B.04. SUBORAIN, CONNECTION INTAKES C. Trench bedding in unpaved areas (roadway shoulders and sidewalks) shall be Class F-2 with suitable trench backfill A. Refer to Longitudina Subdrain Tabulation (104 -9) on Sheet C.10. compacted to 9DX standard proctor density. B. Refer to M sheets for tlet locations. D. This Item will not be allowed within the right -of -way. C. Refer to Figure 4040.233 Sheet B.05 for Installation details, F. Includes furnishing pipe and appurtenances, handling, excavation, dewatering, installation, D. Subdrain outlets thru Intak walls shall be CMP. granular bedding, trench backfill, connections to existing structures and all other miscellaneous work. E. The Contractor will be paid t contract unit price per each. This shall be considered full compensation for furnishing all materials, equi nt and labor for each subdraln connection made to Intakes. 4.9 TEE SECTION, STORM, 48" X 18" DIA., RCP CLASS III F. Item Includes rodent guards. A. Refer to Storm Sewer Tabulation on Sheet C.09, 4.18 B. Includes furnishing pipe and appurtenances, handling, excavation, dewatering, Installation, SUBDRA IN, CLEAN OUTS, 6" PVC (TYPE A - II granular bedding, trench backfill, concrete collars, connections to existing structures and all other A. Refer to details on B Sheets and Longitu at Subdrain Tabulation (104 -9) on Sheet C.10. miscellaneous work. B. Refer to M sheets for outlet locations. C. The Contractor will be paid the contract unit ice per each. This shall be considered full compensation 4.10 APRONS, CONCRETE, 18 ". DIA., W/ APRON GUARD for furnishing all materials, equipment and labor each subdraln cleanout. 4,11 APRONS, CONCRETE, 24" DIA., W/ APRON GUARD 4.19 4.12 APRONS, CONCRETE, 48" DIA., W /APRON GUARD SUBDRAIN, CMP OUTLET (RF -19E), 8" DIA, A. Refer to Storm Sewer Tabulation on Sheet C.09. A. Refer to details on B Sheets and Longitudinal Subdrain abulatlon (104 -9) on Sheet C.10. B. Pipe connectors shall be Installed on the last three pipe Joints for all storm sewer outlets. B. Refer to M sheets for outlet locations. C. Refer to Iowa DOT Standard Road Plan RF -14 for details on connected pipe Joints. C. The Contractor will be paid the contract unit price per eac . This shall be considered full compensation D. Refer to Figure 4030.221 on Sheet B.05 for details on concrete apron footing. for furnishing all materials, equipment and labor for each subdr In outlet. E. Includes apron guard, pipe connectors and concrete apron footing. D. Item Includes rodent guards. F. Includes miscellaneous channel grading at Inlet /outlet of storm sewer. 4.20 FIELD TILE REPAIR AND FITTINGS, PVC, UNSPECIFIED DIA. A. This bid item includes all material and equipment to reconnect and /or epair of existing field the encountered during construction. Actual size will be determined In the field. B. Repair of existing field the damaged during the construction of the sanita sewer Improvements . will not be paid for separately but shall be considered Incidental to this Item. Includes quantity for the connection of the existing field the to the proposed under in syste at approximate Ste. 516 +00. Refer to Sheet M.18 C. Includes porous backfill, tees, plugs, outlets and all other fittings; Incidental to this Item. D. Shall be constructed in accordance with Section 4040 of the Urban Standard Specifications. PROJECT N0: 061016-00 DESMI NO GATE BY REVISION OE6CAIPi10.4 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0, PROJECT DATE, 05/28/2010 CnE- CAD DATE, 6/1210 IR0:12 PY OA R FROM US HWY 6 EAST TO CITY LIMITS C.03 DnD PaE, x: �on�lE�zo08�0emis- oe�ao�aians�o CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES 1004\ 100.4\ ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION 10-29-02 10 -29 -02 Item Item Code Description Iteem Item Code Description 4.21 STORN SEWER AND PIPE CULVERT REMOVAL 6.3 MANHOLE, STORM, SW -401, 48" DIA. A. Refer to D Sheets and E Sheets for locations. 6.4 MANHOLE, STORM, SW -401, 60" DIA. B. Refer to tabulation on Sheet C.13 for Storm Sewer and Pipe Culvert Removal. 6.5 MANHOLE, STORM, SW-403 MOD., 56" X 126" DIA, C. The length of removal will be measured in t leld by the Engineer. A. Refer to List of Intakes and Utility Accesses on Sheet C.O9 D. The Contractor will be pa Id the contract unit pr is r linear foot. This shall be considered full compensation B. Refer to B Sheets for details. for furnishing all material. equipment and labor for the re Ing, back f 111 ing and dlspos ing of pipe. C. All manhole frame and lids shall be Neenah R -1642 (N the City of Iowa City logo and Storm Sewer label on lid) - or approved equal. DIVISION 5 - WATER MAIN & APPURTENANCES D. Includes furnishing structures and appurtenanc , handling, execution, dewatering, Installation, bedding, backfill 511 WATER MAIN, DUCTILE IRON, 12" concrete collars, connection to existing storm wer and miscellaneous work, 5.2 WATER MAIN, DUCTILE IRON, 16" A. Refer to Water Main Tabulation on Sheet C.07, 6.6 MANHOLE, SANITARY, SW -301, 48" DIA, (T -LO LINED) B. Refer to typical trench details on Sheet B.04. 6.7 MANHOLE, SANITARY, SW -301, 84" DIA, (T- CK LINED) C. Refer to D Sheets for water main plan and profiles. 6.8 MANHOLE, SANITARY, SW -301, 96" DIA, -LOCK LINED) D. Trench bedding for water main In unpaved areas (roadway shoulders and sidewalks) shall be 6.9 MANHOLE, SANITARY, SW -301, 108" DI . (T -LOCK LINED) JUN ® �I� Class P -3 with suitable trench backfill compacted to 9oX standard proctor density. 6.10 MANHOLE, SANITARY, SW -301, 120" A. (T -LOCK LINED) E. Trench bedding for water main in paved areas (mainline, side roads, driveways and across Future Or ) shall be A. Refer to Sanitary Sewer To lation on Sheet C.08. Class P -3 with Class I granular material trench backfill compacted to 957. standard proctor density. B. Refer to manhole details n B Sheets. Cit? GlrYk F. Includes restrained Joint pipe, polyethylene encasement, tracer wire, granular bedding and trench backfil C. Refer to S Sheets for cations. Tf1PFa ,itp, io.v, ^. G. Includes temporary caps /plugs required for staged construction. D. All manholes shall b T -lock lined (as manufactured by Ameron International Products). H. Special Nitrile water main gaskets will be required from Ste. 137 +00.00 to 138 +80.00 E. All manhole from If Iids shall be Neenah R -1642 (with the City of Iowa City logo and Sanitary Sewer on lid) or approved equal, 5.3 GATE VALVE AND VALVE BOX, 12" F. Manholes 72" d , and larger shall Include the use of the specified diameter cover with 48" di . 5.4 BUTTERFLY VALVE AND VALVE 80X, 16" risers and cone actions extended from the top of the cover to the specified rim elevat TOn. A. Refer to Valve Assemblies Tab on Sheet C.07. This bid Item shall Include installing valves, valve boxes, and G. This bid i m shall include all materials and equipment necessary for the Installation of manholes stems. to the line nd grade as specified in the plans. Also Includes furnishing structure and appurtenances, B. Refer to D Sheets and E Sheets for locations. chimney se Is, handling, excavation, Installation, bedding, backfill, and other miscellaneous work. 5.5 WATER MAIN FITTINGS 6.11 MANHOL , SANITARY, MODIFIED, T -LOCK LINED A. Refer to Water Main Fittings Tabulation on Sheet C.07, This Item shall Include Installing water main fittings R Or to Sanitary Sewer tabulation on Sheet C.08. and related work at the location indicated on the plans. B. er to manhole details on Sheet 8,13. B. Includes restrained Joints polyethylene encasement and concrete thrust blocks. C Re( to Sheet S,01 for placement location. . Inclu by-pass pumping as required. 5.6 HYDRANT ASSEMBLY E. Manholes all be T -Lock lined (as manufactured by Ameron International Products). A. Refer to Hydrant Assembly Tabulation on Sheet C.07. F, Manhole fra and lid shall be Neenah R -1642 (with the City of Iowa City logo and Sanitary Sewer on lid) or B. Refer to D Sheets and E Sheets for locations. approved equal. C. Refer to typical detail on Sheet B.06. F. This bid Item she Include all materials and equipment necessary to construct the manhole D. This Item shall Include installing fire hydrant assembly including pipe, fittings, auxiliary valve, and ma lnllne to the line and grade a specified In the plans. Also includes chimney seals, excavation, bedding, backfill tee. and all other miscellanoo work, All work associated with the connection to the existing 66" dia, sanitary sewer will not a paid for separately but shall be considered Incidental to this Item, 5.7 RELOCATE HYDRANT ASSEMBLY A. Refer to Hydrant Assertbly Tabulation on Sheet C.07, 6.12 TEE MANHOLE, SANITARY, SW -305, 4 ' DIA. W/48" RISER (T -LOCK LINED) B. Refer to D Sheets and E Sheets for locations. A. Refer to Sanitary Sewer tabulate on Sheet C.08. C. Refer to typical detail on Sheet B.06. B. Refer to Tee Manhole details on She t B.08. D. Includes 6" piping as required, thrust blocking and excavation. C. Refer to S Sheets for placement locat n. E. The contractor will be paid the contract unit price per each. This shall be considered full D. Tee manholes shall be T -Lack lined (as . nu(actured by Ameron International Products). compensation for furnishing all tools, equipment, labor and materials necessary for the relocation E. This bid Item shall Include all materials d equipment necessary for the Installation of the tee manholes of fire hydrant in accordance to the contract documents, to the line and grade as specified in the plans. Also Includes furnishing structure and appurtenances, handling, excavation, Installation, bedding, back II, and other miscellaneous work. 5.8 ADJUSTMENT OF FIXTURE, VALVE BOX ASSEMBLY A. Refer to Adjustment of Fixture Tabulation on Sheet C.07. 6.13 BEND - 45 DEG., SANITARY, 48" DIA, RCP CLASS IV (T -LOC INEDI B. Refer to 0 Sheets and E Sheets for locations. A. Refer to Sanitary Sewer tabulation on Sheet C.08. C. Items include the adjustment of the existing fire hydrant and valve box assemblies to the location B. Trench bedding In unpaved areas (roadway shoulders, side Iks and (arm fields) shall be Class R -2 with suitable and elevation as Indicated on the project plans, trench backfill cortpacted to 907, standard proctor density. In eas where the proposed sanitary sewer Is adjacent to the proposed storm sewer underdrain (Sta. 5113+50 - Sta. 5141 5) suitable trench backfill shall be compacted DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS to 957, standard proctor density. 6.1 INTAKE, SW -508, SINGLE OPEN THROAT, LARGE BOX C. Bend shall be bell and spigot gasketed Class IV RCP W/T -Lock Ifni as manufactured by Ameron International 6.2 INTAKE, SW -510, DOUBLE OPEN THROAT, LARGE BOX Products. Field welding and testing of the liner In accordance with th manufacturer's recommendations will not A. Refer to Storm Sewer Tabulation on Sheet C,09, be paid for separately, but shall be considered incidental to this Item. B. Refer to Intake Details on Sheets 8,12-8,13. D. This bid Item shall Include all materials and equipment necessary for th Installation of the sanitary C. Intake Iids shall feature the Iowa City logo & storm sewer label as illustrated on detail SW -602 on sewer bend to the line and grade, as specified in the plans. Also includes Dishing bend and appurtenances, Sheets B.13 - B.14. handling, excavation, Installation, granular bedding, trench backfill, concrete ollars, testing and D. Includes furnishing structures and appurtenances, handling, excavation, dewatering, installation, and all other miscellaneous work. bedding, backfill, concrete collars, connection to existing pipe outlets /structures and miscellanea s work. PROJECT N0, 081016 -00 DESIGNED BY, B.HOPKEY NO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0, PROJECT DATE, 05/28/2010 CHECKED M S.SUERS CAD DATE: 6/1/2010 n2n:u PH DRAWN BY: J.OEBOwER FROM US HWY 6 EAST TO CITY LIMITS C.04 — CAD FILE: %,\Ok\IE\ 2008\ D81DI6- 0D\CAO\Pl.\o81016- 00- COI.SHT clTroFlowncln,wwn ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION 1004/ 10 -29 -02 ESTIMATE REFERENCE INFORMATION 100-4/ 10-29 -02 Item Item Code Description Item Item Code Description `: "ji't " "" DIVISION 7 - STREETS AND RELATED WORK 8.2 PAINTED PAVEMENT MARKINGS, DURABLE ¢I /L7' 7.1 PAVEMENT, STANDARD OR SLIP FORM PCC, CLASS C, CLASS 3 DURABILITY, TO" 'CD' 8.3 PAINTED SYMBOLS, DURABLE qq p1 JUN 2010 A. Requires transverse Joints. 8.4 PAVEMENT MARKS, REMOVED B. Refer to typical sections on Sheets B.01 -8.02. A. Refer to tabulations on Sheet C.11 and C.12: C. Refer to L Sheets for geometric staking and Jointing details. B. Refer to K Sheets for pavement marking, layo (`(y Cges' D. Iowa DOT Standard Specification 2316 pavement smoothness shall apply. C. Refer to standard details on Sheet 8.19. IoWi' Cily,10v a E. Contractor shall provide certified plant inspection for PCC paving, per Iowa DOT Specifications D. These bid Items shall include all mate als and equipment necessary for installation of p rmanent pave t F, Contractor may use the maturity method of testing to determine the strength of the PCC paving, per markings and symbols as shown in the p ns. Iowa DOT Standard Specifications. E. Surface preparation and placement EDCedures for durable painted pavement markings and s rtbois G. Certified plant Inspection, pavement thickness cores, pro Ilograp vement smoothness measurement shall be in accordance to the man actorers re commenCat ions. and maturity testing will not be paid for separately but shall be consider Incidental to this Item, F. This Item shall be performed ;?n accordance with applicable sections of the (ova DOT St ndard Specifications Section 2527 - Pavement Mar ings. 7.2 PAVED SHOULDER, PCC, 10" A. Refer to typical sections on Sheets 8,01-8.02, 8.5 FLAGGERS B. Refer to Sheet E,01 for locations. A. Refer to J Sheets f staging and traffic control details B. For traffic stag g, concrete placement, and all other miscellaneous construction measures. 7,3 GRANULAR SHOULDER, TYPE A C. Use of fiaggers shall be approved by project engineer. A. Refer to typical sections on Sheets B.01 -8.02. D. This Item sh be performed in accordance with applicable sections of the Iowa DOT Standard Specifications B. Refer to Sheet E.01 for locations. Section 2528 - rafflc Control, C. Requirements of Granular Shoulders to meet Section 2121 of the Iowa DOT Specifications. D. The Contractor will be paid the contract unit price per ton. This shall be considered full compensation for DIVISION 9 - SITE WORK AND LANDSCAPING furnishing all tools, equipment, and materials necessary for the Installation of Granular Shoulders, Type A, In 9.1 SEEDING, ERTILIZING & MULCHING, TYPE 1, PERMANENT LAWN MIXTURE, (HYDRAULIC SEEDING) accordance with the contract documents. A. Inc des Seed, Fertilizer, Mulch, Water and erosion maintenance until established growth has been attained. 8. /T s Item shall be in accordance with Section 9010 of the Urban Standard Specifications. 7.4 DRIVEWAY, PCC, 6" his Item shall be used on disturbed areas within the 420th Street corridor (US Hwy 6 to City Limits) A. Refer to Point of Access Tabulation on Sheet C.12. B. Refer to L Sheets for geometric staking and jointing details. 9,2 E` EED ING, FERTILIZING & MULCHING, TYPE 2, PERMANENT COOL MIXTURE (HYDRAULIC SEEDING) C. Refer to Figure 7030.101 on sheet B.16 for driveway details. A. Includes Seed, Fertilizer, Mulch, Water and erosion maintenance until established growth has been attained. D. All driveways shall be Type A with flares. B. Shall be used on all disturbed farm pasture areas on the Phillips property. C. This Item shall be in accordance with Section 9010 of the Urban Standard Specifications. 7.5 SIDEWALK, PCC, 4" 7.6 SIDEWALK, PCC, 6" 9.3 EOING, FERTILIZING & MULCHING TYPE 4, URBAN TEMP, EROSION CONTROL MIX (HYDRAULIC SEEDING) 7.7 SIDEWALK, PCC PEDESTRIAN CURB RAMP, 6" A. ncludes Seed, Fertilizer, Mulch, Water and erosion maintenance until established growth has been attained. 7.8 DETECTABLE WARNING PANELS (CAST IRON) B. Th Item shall be used at the direction of the engineer to temporarily seed disturbed areas within the 420th A. Refer to Pedestrian Curb Ramp Tabulation on Sheet C.13, Street Elder (US Hwy 6 to City Limits) until appropriate seeding dates. B. Refer to L Sheets for geometric staking and jointing details. C. Refer to Figure 7030.204 on Sheet B.I6 for pedestrian curb ramp details. 9.4 SEEDING, FER IZING & MULCHING, TYPE 5, RURAL TEMP. EROSION CONTROL MIX (HYDRAULIC SEEDING) D. Sidewalks that are 4' shall be 4" PCC, variable width and 8' sidewalks shall be 6" PCC. A. Includes See Fertilizer, Mulch, Water and erosion maintenance until established growth has been attained. E. Cast Iron detectable warning panels shall be NEENAH R-49B4 (unpainted) or approved equal. B. This item shal be used at the discretion of the Engineer to temporarily seed disturbed farm pasture areas on the F. Construction of pedestrian curb ramps shall meet current ADA requirements. Phillips property on 11 appropriate seeding dates. /9-5 C. This Item shall be accordance with Section 9010 of the Urban Standard Specifications. 7.9 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE, 6" A. Refer to Point of Access Tabulation on Sheet C.12. SILT FENCE B. Refer to D Sheets and E Sheets for placement locations. A. Refer to Silt Fence Tabula ion on Sheet C.13. C. Requirements of granular surfacing to meet Section 4120.04 of the Iowa DOT Specificati/ans. B. Refer to R Sheets and S Shoe for placement locations. D. The Contractor will be paid the contract unit price per ton. This shall be considered ompensation for C. Refer to Figure 9040.19 on She B.17 for Installation details. furnishing all tools, equipment and materials necessary for the Installation of granular ing in accordance D. Includes quantity for ditch check with the contract documents. E. Shall be in accordance with Section 9040 of the Urban Standard Specifications. F. Includes cleaning, removal and proper isposal once stabilization of disturbed ground Is achieved. 7.10 GRANULAR SURFACING ON ROAD, CRUSHED STONE (TEMPORARY) G. Additional quantity has been added to t s Item for use during construction activities. Placement A. This bid Item has been Included for use in construction staging with approval from Pro Engineer, locations shall be in accordance to the poll Ion prevention plan, B, Requirements of granular surfacing to meet Section 4120.04 (Class A) of the Iowa DOT Specifications, C. The contractor will be paid the contract unit price per ton. This shall be considered 9.6 INLET PROTECTION compensation For furnishing all tools, equipment, and materials necessary for the Installation of A. Refer to R Sheets for placement locations. granular surfacing in accordance with the contract documents. B. Refer to detail EC-201 on Sheet B.19 for lnstallat n details. C. Includes removal and proper disposal once stabilizat n of disturbed ground Is achieved. DIVISION 8 - TRAFFIC CONTROL D. Placement locations shall be in accordance to the poll Ion prevention plan. 8.1 TRAFFIC CONTROL A. Refer to J Sheets for staging and traffic control details. 9.7 FILTER SOCKS B. Includes all required traffic control signing for construction of the project, includi A. Refer to R Sheets for placement locations. additional slgnage that may not be included on the traffic control plan. Also includes a B. Refer to Figure 9040.2 on Sheet B.17 for installation details. safety fencing required for road closures. Refer to J Sheets for placement location. Refe we DOT Standard C. Filter Socks shall contain compost fill material only. The use of traw filter socks will not be allowed. Road Plan TC -252 for details. D. Includes removal and proper disposal once stabilization of dlsturbe round is achieved. C. Includes all traffic control devices and equipment necessary to ma lntaln traffic In acce E. Placement locations shall be In accordance to the pollution prevention Ian. with the Manual on Uniform Traffic Control Devices (MUTCD) and the Iowa DOT Standard Road . PROJECT NO: 081016 -00 DESIG\EO BY. B.HOPKEY f:0 BATE BY I REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NB, PROJECT CAM 05/28/2010 CHEC<EO BY. MOVERS __._. CAC DATE: 6/1/2010 1:20:15 PM D�RAwv BY J.DEBOaEre FROM US HWY 6 EAST TO CITY LIMITS C.05 CAD FILE, %: \OMVE\ 2008 \0 810 16-00 \CAD \Plans \081016 -00 -LO L6HT CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION 1004A 10-29-02 ESTIMATE REFERENCE INFORMATION 100-4A 10-29 -02 INam . Item Code Description No rem Code Description 9.8 CONSTRUCTION EROSION CONTROL 9.18 FENCE, SAFETY A. This Item Includes management of permit require s and maintenance of a storm water management plan. A. This Item to be placed at the temporary construction Ilmlts for the sanitar� er thru row cropped areas. This Item shall be In accordance with NPDES requirement Contractor /subcontractor is responsible for B. The contractor will be paid the contract unit price per Ile OR foot. T shall be considered full the Implementation and management of control measures \spec c to the pro Ject site. Any pollution compensation for furnishing all material, equipment and labor for lost at ton of safety fence. Control measures required by the contractors storm water pollu on prevent if plan in excess of other bid Item quantities shall be Included as a part of this item. 9.19 RELOCATION OF MAILBOXES A. Refer to Mall Box Relocation Tabulation on Sheet C, 07, 9.9 TREE PROTECTION B. This bid Item includes temporary and final re in Eta lion of mailboxes at the specified locations. A. Refer to O Sheets and E Sheets for locations. Contractor shall coordinate with the USES on mail (very and temporary mailbox locations. B. Refer to typical details on Sheet B.18, C. The Contractor will be paid the contract on price per each, This shall be considered full compensation C. The Contractor vlll be paid the contract unit price per each. This shall be con dered full compensation ton for for the turn lsh log all tools, equipment, la r and materials (Including new posts) necessary for the furnishing all material, equipment and labor for the Installation and removal follow construction activities. relocation of mailboxes In accordance w the contract documents. 9,10 EROSION STONE DIVISION 10 - WETLAND MITIGATION A. Materials shall be nominal 6" ( -3" + 4 ") well graded stone as approved by the Engineer. 10.1 EXCAVATION, CLASS 10 B. Refer to Sheet M,07 for locations. A. Refer to Sheets Z,OI - Z (or wetland mitigation plans. C. Refer to Typical 4403 on Sheet 818. B. Removal and offs lte di osal of all excavated mater tai will not be paid for separately but shall be considered D. Engineering fabric, shaping and sloping for the uniform placement of the Erosion Stone shall be con dered Incidental to this 1te . Incidental to this site work. 10.2 SEEDING, FERTILI G & MULCHING. WETLAND MIX (HYDRAULIC SEEDING) 9.11 REVETMENT, CLASS E A. Refer to Sh is Z.01 - Z.03 for wetland mitigation plans. A. Refer to Installation detail on Sheet B.18. B. This its shall be In accordance with Section 9010 of the Urban Standard Specifications. B. Refer to Storm Sewer Tabulation on Sheets C.09. C. This Item shall be used at culvert outlets (refer to M Sheets), as specified. D.3 WETLAND RASS PLUGS D. Eng sneer Ing fabric, shaping and sloping for the uniform placement of the Revetment shall be considered Incidental A, R or to Sheets Z.01 - Z.03 for wetland mitigation plans. to this site work. B. efer to Wetland Mitigation Supplemental Speclficatton ISectlon 02910) for allowable grass plug species. . The Contractor will be paid the contract unit price per each.* This shall be considered full compensation for the q.12 FIELD FENCE for of all tools, equipment, labor, and materials, necessary for the Installation of wetland grass plugs In A. Refer to Fence Tabulation on Sheet C.13, accordance with the contract documents. B. Refer D Sheets, E Sheets and S Sheets to for placement locations. C. Refer to Iowa DOT Standard Road Plan MI -103 for field fence construction details. D. These bid Items shall be measured for payment by the Engineer. E. The contractor shall be paid the contract unit price per lineal foot. This shall be considered full compensation for furnishing all material, equipment and labor for the installation of new field fence In accordance with the contract documents. 9.13 FIELD FENCE (TEMPORARY) i� % A. Refer to Fence Tabulation on Sheet C.13. I�^I y O B. Refer D Sheets, E Sheets and S Sheets to for placement locations. J IY A C. Refer to Iowa DOT Standard Road Plan MI -103 for field fence construction details/Ref D. Proper disposal of ail excess mater la (ex ist Ing field tenting, posts, etc,) t be pa Id for separately, C.ty Clerk but shall be considered Incidental to the these items, Cruz City, FIELD FENCE, GATE, 18' A. This item is for access to the property on the south side of Hwy 6. Approxim. 5116 +83. Refer to S heels. B. The contractor shall be paid the contract unit price per each. This shall bered full compensa on for furnishing all material, equipment and labor for the Installation of new fice gate In accord ce with the contract documents. 9,15 CHAIN LINK FENCE, 6' HIGH 9,16 CHAIN LINK FENCE, 6' HIGH, TEMPORARY A. Refer to Fence Tabulation on Sheet C.13. B. Refer to E Sheets for placement locations. C. Refer to Figure 9060.2 on Sheet B.20 for chain link fence construction detai D. Item Includes concrete, posts, fence fabric, wire, fasteners, accessories, attachments Installation. E. Contractor shall coordinate temporary fence Installation /removal with properr. F. The Contractor will be paid the contract unit price per lineal foot. This sh nsldered full compensation for form ish Ing ail mater lai, equipment and labor for Installation, removal and isposal. 9.17 FENCE REMOVAL A. Refer to Fence Tabulation on Sheet C.13. B. Refer to D Sheets, E Sheets and S Sheets for removal locations. C. The length of removal will be measured In the field by the engineer. 0. The contractor will be paid the contract unit price per lineal foot. This shall be considered full compensation for furnishing all equipment and labor for removing and proper disposal J of the existing fence. PROJECT NO: 081016-00 DESIGNER BY, B.HOPKEY NO I DATE I BY I REVISION DESCRIPnON SHEET NO. PROJECT DATE. 05/28 /2010 CHECKED M MOVERS 420TH STREET CORRIDOR IMPROVEMENTS CAR DATE, 6nA2010 1:20:16 PM DRAWN BY, J.DEBOWER FROM US HWY 6 EAST TO CITY LIMITS Ci.�6 CAD PILE. x:\D4\1E\ 2008\ 081016- 00\CA0\Plans\081016 -00- CD1.SHr CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES PROJECT N0: 081016-00 RESIGNED BY, B HOPXEY PROJECT DATE: 05/28/2010 CHECKED BY: MOVERS CAD DATU 6/i /2010 1:20:17 PH DRA64 BY. J OE8014ER _ CAD FILE: %: \04 \iE\ 2008\ 081016 -00\CAD \Plans \081016-00- COLSHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SHEET M ESTIMATED PROJECT QUANTITIES I C,07 LIST OF WATER MAIN PIPE FOTH I LIST OF WATER MAIN FITTINGS FOTH-5 6 -13 -05 6 -13 -OS Location Type PI a Ole. (Inches) Length (Feet) Notes Location Size /Type Weight Obs.) Notes From To 115 +51.55 138 +80.00 DIP C151 CL 52 16" 2331 RESTRAINED JOINT PIPE ._ 118 +18,00, 40.0' LT 16" M.J. 22.5 BEND 178 VERTICAL BEND _ 122 +31.79 122 +35.26 DIP 1151 CL 52 12" 130 RESTRAINED JOINT PIPE 118 +30,00, 40.0' LT 16" M.J. 22.5 BEND 178 VERTICAL BEND _ 118 +66.00, 40.0' LT I6" M.J. 22.5 BEND 178 VERTICAL BEND 118+78,00, 40.0' LT _ 16" M.J. 22.5 BEND 178 VERTICAL BEND 122 +31.79, 66.2' LT 12" M.J. PLUG 85 _ 122 +32.20, 44.2' LT 16" X 12" M.J. CROSS _ 685 122 +35.26, 67.7' RT 12" M.J. PLUG _ 85 _ LIST OF HYDRANT ASSEMBLIES 138 +80.00, 45.0' LT 16" M.J. PLUG 93 . 6 -13 -05 3-0 PROJECT TOTAL = 1660 _ ._, Location Station Top of Ground El evation Notes ...._ 105 +97,00, 40.0' LT 675.7 Relocate H drant Assembly to 105 +97,00, 32,0' LT 110 +08.78, 66.7' LT _ 674.7 Relocate Hydrant Assertbl to 109 +99.70, 66.3'LT ADJUSTMENT.P FIXTURES F 104-10 _ 115 +13.44, 40,1' LT 675.2 Relocate Hydrant Assembly to 115 +13.40, 32.0' L 119 +20.00, 32.0' LT Install H drant Assembly 10 -29 -02 123 +60.00, 38.0 LT 676.1 Install H drant Assembly 126 +40.00, 38.0' LT 674,9 Install H drant Assembl No. Location Station Type of Fixture Adjustment 130 +40.00, 38.0' LT 678,7 Hydrant Assembly 134 +40.00, 38.0' LT 682,7 _Install _ Install Hydrant Assembl 138 +40.00, 38.0' LT 685,6 _ Install Hydrant Assembl _ 1 110 +02.47, 40.1' LT WATER VALVE Ad ust from EL. = 673.32' to EL. = 673.83' 2 110+06.61, 39.2' LT _ WATER VALVE Adjust from EL. = 673.49' to EL. = 673.84' _ 3 115 +16.20, 37,9' LT WATER VALVV Adjust from EL. = 674.27' to EL. = 675.39' LIST OF WATER VALVE ASSEMBLIES FOTH -3 6 -13 -05 _. Location Type Size (Inches) Notes _ 119 +21.00, 40.0' LT BUTTERFLY W. TABULATION 0 EXISTING LOCATI NO. STATION OF SET 1 1103 +92 .6' RT 2 2111 +40 15' RT 70TH -6 ILBOX RELOCATION OPOSED LOCATION REMARKS ST ON OFFSET 1103+ 18' RT PARCEL #3 - TEKE 2111 +40 17' RT PARCEL 45 - BUD'S I JUN 1 _ 10 Cl:y Clerk Tow; C47, losva _ 122 +30,69, 44.2' LT BUTTERFLY I6" 122 +32.17, 45.6' LT GATE 12' 122 +30.25, 42.1' LT _ GATE 12" 122 +34.30, 44.3' LT BUTTERFLY I6" _ _ _ 126 *41.00, 45,0' LT BUTTERFLY 16" 134 +41.00,_45.0' LT BUTTERFLY _ 16" __ 138 +41.00, 45.0' LT _ BUTTERFLY I6" - -- - - REMOVALS, AS PER PLAN FOTH -4 s -l3 -es NO. LOCATION DESCRIPTION REMARKS l 1103 +28,96, 10.4' RT Remove RA -40 Storm Sever Intake See SheVE.02 PROJECT N0: 081016-00 RESIGNED BY, B HOPXEY PROJECT DATE: 05/28/2010 CHECKED BY: MOVERS CAD DATU 6/i /2010 1:20:17 PH DRA64 BY. J OE8014ER _ CAD FILE: %: \04 \iE\ 2008\ 081016 -00\CAD \Plans \081016-00- COLSHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SHEET M ESTIMATED PROJECT QUANTITIES I C,07 LIST OF INTAKES AND UTILITY ACCESSES LIST OF SANITARY SEWER PIPE 104�� Modl fled Number Location I (Station) Type or Standard Road Plan Form Grade (Elev.) Bottom Well (Elev.) Structure Depth (Feet) Notes Line Number Intake /Utility Access No. Class ,D, Pipe Diameter (Inches) Length of Llne (Feet) Slo a Flow Lines Pippe Pro Ile Sheet No. Notes Inlet Elevation Outlet I Elevation Other Elevation From I To SANITARY SEWER TRUNK _ SN -IA PLUG MH -1 300DD 42 16 0.2 652.67 652.64 PLUG: 5142 +73.09, 1 LT. MH -i 5142+57.09, 0.00 LT SW -301 676.03 651.53 652.63 652.53 84 INCH MANHOLE W/ T -LOCK SN -IB PLUG MH -2 TRUSS IS 20 0.5 655.1 655 PLUG: 5141 +83.44, 16.0 NH -2 5141+83.44, 0.00 LT SW -301 674.96 651.30 652.40 652.30 120 INCH MANHOLE W/ T -LOCK SN -1 MH -1 MH -2 30001) 48 65 0,2 652.55 652.4 MH -3 5137+35.55, 0.00 LT SW -301 673.38 650.30 1.40 651.30 120 INCH MANHOLE W/ T -LOCK SN -2 - NH -2 MH -3 48 448 -0- .2 652.3 651.4 MH -4 5134+24.21, 0.00 LT SW -305 665.67 -- 5N69 650.67 48 INCH TEE W/ 48 INCH RISER W/ T -LOCK SN -2A PLUG MH -3 TRUSS TRUSS 15 93 0,2 653.29 653.1 PLUG: +66.78, 87,60 LT. MH -5 5131+20.21, 0.00 LT SW -305 661.06 -- 650. 650.06 48 INCH TEE W/ 48 INCH RISER W/ T -LOCK SN -3 NH -3 MH -4 3000D 48 307 0,2 _ 651.3 650.69 MH -6 5131 +13.21, 0.00 LT FOTH -2 -- -- 650.06 650.05 48 INCH 45 DEGREE BEND W/ T -LOCK SN -4 MH -4 FI11-5 3000D 48 296 0.2 650.67 650.08 MH -7 5126 +11.21, 0.00 LT SW -305 664.58 -- 649.06 6 .04 48 INCH TEE W/ 48 INCH RISER W/ T -LOCK _ MH -6 MH -7 3000D 48 495 _ 0.2 650.05 649,06 MH -8 5126 +04.21, 0.00 LT FOTH -2 -- -- 699.04 649, 48 INCH 45 DEGREE BEND W/ T -LOCK _SN =6 MH -9 5123 +06.21, 0.00 LT SW -301 664,03 647,03 648.13 _648.03 6 INCH MANHOLE W/ T -LOCK SN -8 MH -8 MH -9 3000D 48 295 0.3 649.02 648.13 MH -10 5121 +18.77, 0.00 LT SW -301 665.72 646.18 647,28 647,18 10 INCH MANHOLE W/ T -LOCK SN -9 MH -9 MH -10 3000D 48 188 0.4 648.03 647,28 MH -11 _ 5117 +81.06, 0.00 LT SW-305 660.95 -- 646.51 646,49 48 INCH, TEE W/ 48 INCH RISER W/ T -LOCK SN -10 MH -10 MIA-I1 30001) 48 334 0.2 647.18 696.51 _ MH -12 5113 +99,48, 0.00 LT SW -301 658.73_ 644,63 ____ 645,73 645.63 96 INCH NHOLE W/ T -LOCK SN -11 MH-11 MH -I2 30000 48 378 0.2 646.49 645.73 _ FIH -13 5109 +91.02, 0.00 LT SW -301 659,85 643,71 644,81 644,71 96 INCH M BILE W/ T-LOCK SN-12 MH-12 MH -t3 30001) 48 409 0.2 645.63 644.81 MH -14 5108+71.93, 0.00 LT SW -305 657.80 -- 644,48 644,46 48 INCH TEE X48 INCH RISER W/ T -LOCK SN-13 MH -13 1,111- 14 30001) 48 115 0.2 644.71 644.48 _ MH -15 5108+65.02, 0.00 LT FOTH -2 -- -- 644,46 644.45 48 INCH 45 OEGR END W/ T -LOCK - MH -I6 5107 +03,84, 0,00 LT SW -301 656.13 643.04 644.14 644.04 108 INCH MANHOLE W -LOCK _ SN -15 MH -15 NN -l6 30001) 48 158 0.2 644.45 644.14 MH -17 5104+14.84, 0.00 LT SW -301 659.50 642.07 643.17 643.07 108 INCH MANHOLE W/ T- CK _ -, SN -I6 MH -I6 MN -17 30001) _ 48 289 0.3 644,04 643. SN -17 MH -17 MH -18 30000 48 155 0.4 643,07 6 MH -I8 5102 +60.00, 0.00 LT SW -301 654.10 641.35 642.45 642.35_ 84 INCH MANHOLE W/ T -LOCK SN -18 MH -18 MH -19 30000 48 174 0,2 642.35 .45 42 FfH -19 5100 +85.56, 0.00 LT 8.09,8. I0 659.50 638.00 642.00_ 639.96 CAST IN PLACE BOX, VERIFY INV OF EXISTING 66 INCH 420TH STREET SN -201A PLUG MH -201 TRUSS 15 20 0.5 6 .47 663.37 PLUG: 16 +85.34, 0.00 LT - SN -201 MH-201 MH -202 TRUSS 15 460 0.5 63.27 660.97 _ MH -201 16 +65.34, 0.00 LT SW -301 685.12 662.27 663.37 663.27 48 INCH MANHOLE SN -202 MH -202 MH -203 TRUSS 15 450 0.5 660.87 658.62 MH -202 12 +05.34, 0.00 LT SW -301 682.07 659.87 660.97 660.87 48 INCH MANHOLE SN -203 NH -203 MH -204 TRUSS 15 450 0. 658,52 656.27 _ M,H -203 7 +55.34, 0.00 LT SW -301 677.57 657.52 658.62 658.52 48 INCH MANHOLE -204 MH -204 MH -6 TRUSS 15 195 656.17 655 MH -204 3 +05.34, 0.00 LT SW -301 674,92 655.17 656.27 656.17 48 INCH MANHOLE ,6 - P . PROJECT NO: 081016-00 PROJECT DATE: 05/28/2010 __ cxccaeo en sssvERS Ono OniE: 6/ 1/2010 esD:zz PM oRnwN er: J.oeeoaER CAD FILE. x: \On\l E\2OO8\O8m18- OO\CAD\Plene�aa101s DO_c0lsxr N D R VISIO DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES SHEET N0. C 08 LIST OF INTAKES AND UTILITY ACCESSES LIST OF STORM SEWER PIPE 104-58 10 -29 -02 Number Location (Station) Type or Standard Road Plan Form Grade (Elev.) Bottom Well IElev.) Granular 8ack(l ll (Tons) Notes Line Number Intake /Utl lit Access No. Y Class 'D' Pipe P Diameter (Inches) Lengqth of Llne (Feet) Slo a p % Flow Lines Granular Back(111 (Tons) PIpe pro Fl le Sheet No. Notes Elevation ElOevaltlon Elevation From To S-I 103 +08.00, 21.5' LT SW -510 672,82 667.32 109 +45.72, 76.3' RT -- N/A N/A _ N/A P -25 5 -30 115+77.00, 21.5' LT SW -508 673.63 669.20 5 -31 P -1 $-I S -2 668.67 15 43 1.00 667.82 678.84 5 -33 135 +81.00, 21.5' RT M.08 682.94 S -2 103 +08.00, 21.5' RT SW-510 672,82 666.79 676.23 _.. _ P -2 S -2 S -3 675.70 15 102 1.00 667.29 _667.39 666.27 5 -37 130 +86.00, 21.5' RT M.01 _ S -3 101 +91.50, 23.5' RT 48" DIA. SW -401 672.41 665.67 671.49 -.. -. P -3 S -3 S -5 670.46 15 89 1.00 666.17 665.30 5 -41 126 +06.00, 21.5' LT M.01 673.66 S -4 _ 100 +88.00, 21.5' LT SW -510 671.24 673.66 667.74 5 -43 p -q S -4 S -5 666.40 15 57 1.00 665.86 665.30 5 -45 119+96.00, 21.5' RT M.OB 673.25 S -5 100 +88.00, 35.5' RT SW -510 670.96 664.60 N/A S -46B P -5 S -5 S -6 N/A 18 29 0.50 665.10 664.95 5 -48 117 +86.00, 21.5' LT M.08 _ S -6 100 +87,00, 79.5' RT 18 -IN. RCP FES N/A N/A 666.43 2 117+91.18, 32.0' RT x18 "TEE _ N/A N/A 5-51A 117 +61.35, 74.6' RT RCP FES - N/A S-51B 117 +69,95, 80.6' RT P FES K- - - N/A 15 51 1.00 678.81 676.30 ASS E REVETMENT AT OUTLET 529 +63.03, 0.0' RT RCP PLUG r448" N/A N/A 5 -204 123 +23.73, 75.88' RT RCP PLUG - -- N/A 5 -205 528 +56.53, 0.0' RT A. SW -401 674,82 S-7 322 +47,40, 68.0' LT 24 -IN. RCP FES N/A N/A 660.14 1 P -7 S -7 S -8 659,24 24 12 4,03 663.76 663.28 P -36 5 -36 N/A SEE SHEET E.01 S -8 322 +47.42, 49,9' LT SW -211 N/A N/A _ FLOW LINE M.13 P -37 5 -37 5-39 18 _ 232 1.00 673.66 671.34 M.05/06 -- _ P -38 5-38 5 -39 NFL.IN= 43 1.00 671.99 671.56 M.13 P -39 5 -39 5 -42 24 S -10 1103 +28.00, 14,0' LT SW -508 673.19 665.89 M.05 P -10 5 -10 S-II 5 -41 IS 35 L00 666.39 666.04 699.57 M. 14 M.12 S -II 1103 +28.00, 21.3' RT SW -508 672.54 665.44 18 43 P -11 S-II 5 -12 _ IS 54 _ 0,35 665.94 665.75 5-43 N/A 414 5 -12 1103 +88.58, 15.8' RT SW -211 N/A N/A M.04/05 FLOW LINE P-43 5 -43 5 -45 0 184 0.30 666.90 666.35 M.04 -- -- P -44 5 -44 S- 1 43 1.00 667.78 667.35 M.12 P-45 5 -45 47 36 __ 180 0.33 5 -20 107 +29.00, 21.5' LT SW -508 673.95 669.85 _ - P -20 5 -20 5 -21 48 15 43 I.00 670.35 669,92 N/A M.09 P -46B 5 -21 107 +29.00, 21.5' RT SW -508 673.95 669.32 1.10 665.69 P -21 5 -21 5 -23 N/A 15 149 0.54 669,82 669,02 48 -- M.02 _ - c _oo ino.ne nn of c' i T c1.1_1 in aT� nc aeo oa -_ - 5 -23 108 +84.00, 21.5' RT SW -510 673.05 668.32 5 -24 113 +10.77, 33.5' LT SW -211 N/A N/A 5-25 113 +10.77, 23.5' LT 48" DIA. SW-401 675.67 670.82 5-26 111+27.40, 21.5' LT SW -510 674,17 669.56 5 -27 111 +27.40, 21,5' RT SW -510 674.17 669.18 5 -28 109 +45.72, 23.5' RT 60" DIA. SW -401 673.84 667.64 5 -29 109 +45.72, 76.3' RT 24 -IN. RCP FES N/A N/A _ N/A P -25 5 -30 115+77.00, 21.5' LT SW -508 673.63 669.20 5 -31 115 +77,00, 21.5' RT SW -508 673.63 668.67 5-32 135 +81.00, 21.5' LT SW-508 682,94 678.84 5 -33 135 +81.00, 21.5' RT SW -508 682.94 678.31 5 -34 133+26.00, 21.5' LT SW -508 680.39 676.23 S-35 133 +26.00, 21.5' RT SW -508 680.39 675.70 5 -36 130 +86.00, 21.5' LT SW -510 677.99 673.89 5 -37 130 +86.00, 21.5' RT SW -510 677.99 673.16 5 -38 128 +46,00, 21.5' LT SW -510 675.59 671.49 5 -39 128 +46.00, 21.5' RT SW -510 675.59 670.46 5-40 126 +04.00, 60.0' LT 18-IN, RCP FES N/A N/A 5 -41 126 +06.00, 21.5' LT SW -510 673.66 668.97 5 -42 126 +06,00, 21.5' RT SW -510 673.66 667.74 5 -43 121 +85.00, 23.5' RT 60" DIA. SW -401 675.43 666.40 5 -44 119+96.00, 21.5' LT SW-508 673.25 _ 667,28 5 -45 119+96.00, 21.5' RT SW -508 673.25 665.45 S -46A 118 +64.60, 72.8' LT 48 -IN RCP FES N/A N/A S -46B 118 +73.20, 66.8' LT 48 -IN RCP FES N/A N/A 5 -47 II8 +09.25, 24.5' RT 61126" SW -403 MOD 672.47 664.03 5 -48 117 +86.00, 21.5' LT SW -510 671.82 667,72 5 -49 117 +86.00, 21.5' RT W -510 671.82 666.43 5 -50 117+91.18, 32.0' RT x18 "TEE _ N/A N/A 5-51A 117 +61.35, 74.6' RT RCP FES N/A N/A S-51B 117 +69,95, 80.6' RT P FES K- N/A N/A 15 51 1.00 678.81 676.30 S -203 529 +63.03, 0.0' RT RCP PLUG r448" N/A N/A 5 -204 123 +23.73, 75.88' RT RCP PLUG N/A N/A 5 -205 528 +56.53, 0.0' RT A. SW -401 674,82 661.38 5 -206 _ _ 524 +42.61, 0.0' RT A, SW -401 673,77 660.14 5 -207 521 +40.00, 0.0' RT A. SW -401 666.38 659,24 5 -208 518 +20.97. 0.0' RT 48 DIA. SW -401 662.50 658.60 508 +13.36. 0.0' RT - P -22 5 -22 5 -23 15 43 1.00 669.45 669.02 M.09 P-23 5 -23 5 -28 18 56 0.50 668.82 668.5 M.02 MATCH EXISTING F.L. OF 18" HOR PIPE P -24 _ 5 -24 5 -25 18 8 0.66 671.47 67 .42 _ N/A P -25 5 -25 5 -26 18 178 0.65 671.32 0.16 M.03 _ P -26 5 -26 5 -27 18 43 0.65 670.06z' 669.78 M.10 P -27 5 -27 5 -28 18 176 0.65 669. 668.54 M.02/03 P-28 5 -28 5 -29 24 40 0,50 _ PK14 667.94 M.10 FL. OUT= 667.91 __6 9.9 TONS OF CLASS E REVETMENT AT OUTLET 30 5 -30 5 -31 15 43 1 669.70 669.27 M.11 P- _ 5 -31 5 -49 15 204 .00 669.17 667.13_ M.03/04 P -32 -32 5 -33 15 1.00 679.34 678.91 M.14 - P -33 S- 5 -35 15 51 1.00 678.81 676.30 M.06/07 P -34 5 -34 5 -35 15 43 1.00 676.73 676.30 M.13 P -35 5 -35 -37 15 234 1.00 676.20 673.86 _ M.O6 P -36 5 -36 S- 43 1.00 674.39 673.96 _ M.13 P -37 5 -37 5-39 18 _ 232 1.00 673.66 671.34 M.05/06 -- _ P -38 5-38 5 -39 15 43 1.00 671.99 671.56 M.13 P -39 5 -39 5 -42 24 232 1.00 670.96 668.64 M.05 FL. IN= 672.00 P -40 5 -40 5 -41 18 28 7.15 671.57 699.57 M.12 P -41 5 -41 5 -42 18 43 1.00 669.47 669.04 M.12 P -42 5 -42 5-43 30 414 0.30 668.24 667.00 M.04/05 -- P-43 5 -43 5 -45 0 184 0.30 666.90 666.35 M.04 P -44 5 -44 S- 1 43 1.00 667.78 667.35 M.12 P-45 5 -45 47 36 __ 180 0.33 665.95 665.35 M.04 FL. IN= 665.78 P -46A S -46A -50 48 _ 20 1.10 665.69 664.37 N/A FL. IN= 665.78 P -46B 5 -46 5 -47 48 1 1.10 665.69 664.59 N/A P -47 5- S-51B 48 58 664.53 663.89 _ N/A - P -48 S 48 5 -49 15 43 .10 I. 668.22 667.79 M.11 P -49 -49 5 -50 _ I8 6 1.00 666.93 666.87 _ M.11 P- 5 -50 S -51A 48 44 1.10 64.37 663.89 _ N/A FL. OUT= 663.80 FL. OUT= 663.80 43.8 TONS OF CLASS E REVETMENT AT OUTLET -- - - P -203 5 -203 5 -205 RCP 24 104 0.20 662.10 L89 M.21 P -204 5 -204 5 -205 RCP 18 40 0.20 662.06 66 ,98 _ N/A P -205 5 -205 5 -206 flCP 24 408 0.30 661.88 660.6 M.20 P -206 7 HOPE 24 300 0.30 660.64 659.74 _ M.19/20 P -207 08 HICK 24 315 0.20 659.74 659.11 M.19 P -208 0 9 HOPE 24 517 0.20 659.10 656.06 M.18/19 P -209 *S-207S-208 10 HOPE 24 291 0.20 658.06 657.47 M.17/18 P -210 11 PCP 24 188* 0.20 657.47 657.09 M.17 P -211 12 HOPE 24 423 0.20 657.08 656.24 M.16/17 P -212 13 RCP 24 318 0.20 656.23 655.59 M.I6 TABULATION OF LONGITUDINAL SUBDRAIN 1049 Roolrl Location Lon Itudinal Subdraln Intake /Utllltr,y Connection Access Riser & Cleanout Assembly porous + Backh ll Remarks Line No. Road or Lane Ident. Station to Station Side Structure Shoulder Type I Backslo a From To Size Length Size Length Station Size Station Size (Inches) (Feet) (Inches) (Feet) (Inches) (Inches) (Cu. Yds.) SD -1 420th 105 +55.00 103 +12.00 LT CO -I S -1 6 248 105 +55.00 6 103 +12,00 8 _ SD -3 420th 105 +78.00 103 +12.00 RT CO -2 S -2 _ 6 267 _ 105+78.00 6 103 +12,00 8 _ SD- 420th 103 +04.00 100 +94.00 LT S -1 S -4 6 224 103 +04.00 8 100 +94,00 8 SD -7 420th 103 +10.00 100 +92.00 RT S -2 S -5 6 212 103 +11.00 8 _ 100 +94.00 8 SD -9 420th 105+ 00 107+27.00 LT CO -3 S-20 6 138 105+90 AO 6 - 8 S0-11 420th 105 +82.00 07 +27,00 RT CO -4 S -21 6 145 _107+29.00 105 +82.00 _ 6 _ - _ 107 +27.00 8 _ SD -13 420th 107 +31.00 108+ 00 LT S -20 S -22 6 149 107 +31.00 8 _ _ 108 +80.00 8 SD -15 420th 107 +31.00 108 +81.00 T S -21 5 -23 6 150 _ 107 +31.00 8 - 108+81.00 8 SD -17 420th 108 +88.00 _ 111 +23.00 LT -22 5 -26 6 _- 108 +88.00 8 _ _235 111 +23.00 SD -19 420th 108 +83.00 111 +29.00 RT _ S -23 5 -27 6 246 108 +83.00 8 111 +29.00 8 SD -21 420th 113 +71.00 111+30.00 LT CO -5 S -2 6 241 111 +30.00 8 _. SD-231 420th 113 +71.00 111-+32.00 _ RT CO -6 5 -27 239 113 +71.00 _ 6 111 +32.00 SO -25 420th 113 +75.0_0_ 115 +75.00 LT CO -7 5 -30 6 113 +75.00 6 _ 115 +75.00 8 _ SD -27 420th 113 +75.00 115+75.00 RT CO-8 S -31 6 200 113 +75.00 6 _ 115 +75. 8 SD -29 420th 115 +79,00 117 +82.00 _ LT S -30 5 -48 6 203 115+ .00 8 82.00 8 S0-31 420th 115 *79.00 117+83.00 RT 5 -31 5 -49 6 204 5A9,00 8 _- 117+82.00 8 SD -33 420th 123 +40.00 119 +98.00 LT CO -9 5 -44 6 342 123 +40.00 6 8 SD -35 420th 121 +83.00 119+97.00 RT S-43 S -45 6 186 X+.00 8 SD -37 420th 119 +94.00 117 +90.00 LT S -44 5 -48 6 204 _ 8 117 +90.00 8 SD -39 420th 119 +95.00 117 +85.00 RT 5 -45 5 -49 6 210 119 +95.00 _ {� 117 +85.00 8 _ S-0 -41 _ 420th 121 +87.00 126 +07.00 RT S -43 S -42 6 420 121487.00 8 126 +07.00 8 SD -43 420th 123 +44.00 126 +02.00 LT CO -10 5 -41 6 25 12 44.00 6 _ 126 +02.00 8 SD -45 420th 137 +90.00 135 +83.00 LT CO -11 5-32 6 207 137 +90, 6 ToGa City, I� _ _ 135 +83.00 8 _ SO -47 420th 137 +gO,00 135 +83.00 RT CO -12 S-33 6 207 137 +90.00 6 1 135 +83.00 8 _ SD -49 420th 135 +79.00 133 +28.00 LT S -32 S -34 6 251 135 +79,00 8 ., 133 +28.00 8 SD -51 420th 135 +80.00 133 +28.00 RT _ S -33 S -3 6 252 135 +79,00 8 _ 133 +28.00 8 SD -53 420th 133 +24.00 130 +90.00 LT 5 -34 -36 6 234 133 +24.00 8 130 +90.00 8 SD -55 420th 133 +25.00 130 +89.00 RT 5 -35 S -37 6 236 133T24.00 8 _ 130 +90.00 8 SO -57 420th 130 +82.00 128 +50.00 LT S 6 S-38 6 232 130 +82.00 8 _ _ 128 +50.00 8 - SO -59 420th 130 +87.00 128 +49.00 RT S -37 S -39 6 236 130 +82.00 8 128 +50.00 8 SD -61 420th 128 +42.00 126 +10.00 LT S -38 5 -41 6 232 128 +42.00 8 _. 126 +10.00 8 _ SID-63 420th 128 +47.00 126 +09.00 RT S -39 S -42 6 238 _ 128 +42,00 8 126 +10.00 8 SD-65 420th 137 +94.00 140 +13.00 LT SO -1 6 230 137 +94.00 6 140 +23.00 8 RF -19E OUTLET 137 +94.00 140 +13.00 RT [CO-14 SO -2 6 230 137 +94,00 6 140 +23.00 8 RF -19E OUTLET PROJECT NO: OBIOIG-00 DESIGNED BY. B.HOPKEY PROJECT DATE: 61 oszzenolo CHECKED BY, s.soYERS CAD FATE: szvzo to IT020 PM DenvN er: J.DeeonER CAD raE: x:rDVrlErzaos�DelD ls- DarceorPie�.�Dem ls- DO_crosxT 1no DATE BY REVISION DESCRIPTION 420TH STREET CORRIDORIMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES SIIEEi 140. CA U f , loa -2z TABULATION OF PAVEMENT MARKINGS - DURABLE NoDIF IEO * See Typical 9001 for 'A' and '8' designation Q2 Broken Center Line (Yellow) 05 No- Passing Zone Line (Yellow) Q7 Edge Line Right (White) O9 Dotted Line (White) II Channelizing Line (White) 13 Stop Line (White) 5A Yellow Standard Curb Q3 Double Center Line (Yellow) © Broken Lane Line (White) QB Edge Line Left (Yellow) 10 Solid Lane Line (White) 12 Channellzing Line (Yellow) 14 Crosswalk Line (White) 15B Yellow Sloped Curb Location Length (In Stations) Remarks Road Identification Road Station to Station Side O O O O Oj O Oq 10 11 12 13 14 15A 158 L R 420TH STREET tOO+32 % X 0.59 _ 420TH STREET _ 100 +32 TO 101 +06 X _ 0.74 _ 420TH STREET 100 +32 TO 101 +79 X 47 _ 420TH STREET 102 +59 TO 109 +80 X 7.21 420TH STREET _ 102 +59 TO 109 +80 _ 420TH STREET _ 102 +59 TO 109 +80 X 7,21 _. 420TH STREET 102 +59 TO 109 +80 % 7,21 420TH STREET 110+70 TO 120 +37 X 9.67 420TH STREET 110+70 TO 120 +37 X 9.67 420TH STREET 110+70 TO 120 +37 X _ 420TH STREET 110 +70 TO 120 +37 X 9,67 420TH STREET 120 +37 TO 122 +17 X _ 1.8 _ _- 420TH STREET 121 +42 TO 122 +17 _ X 0,75 _ 420TH STREET 123 +15 TO 123 +90 X _ _ 0.75 420TH STREET 123 +15 To 124 +65 X 1.5 420TH STREET 124 +65 TO 136 +62 X 11.97 420TH STREET 124 +65 TO 136 +62 X 11.97 _ 420TH STREET 124 +65 TO 136 +62 X 11.97 420TH STREET 124 +65 To 136 +62 X 11.97 420TH STREET 136 +62 To 140 +27 X 3.65 420TH STREET 136 +62 To 140 +27 X 3.65 _ 420TH STREET 136 +62 TO 140 +27 X X 1.92 CHEVRONS 420TH STREET _ 140 +27 TO 141 +26 _ X 0,99 _ HWY 6 318 +71 TO 320 +23 X 1.52 N -_ HWY 6 318 +71 TO 320+88 X HWY 6 318 +71 TO 320+88 X _ 5 INCLUDES CHEVRONS HWY 6 322 +23 To 322 +63 X X _ 1.23 _ INCLUDES CHEVRONS _ HWY 6 322 +27 TO 324 +25 X 1.98 _ HWY 6 322 +27 TO 325 +45 X 3.2 LENGTH SUBTOTALS 57.70 5.76 57,70 4.72 6.39 .45 0. _ QUANTITY C ORS .25 2 1 .25 I 1 .33 1 2 TOTALS 14,43 11.52 57.70 4.72 6.39 30.9 3.54 TOTAL = 129.20 � See Typical 9001 for 'A' and '8' designation PAVEMENT MARKINGS REMO V 108-22 NODIF IEO 2O Broken Center Line (Yellow) Q5 No- Passing Zone Line (Yellow) O7 Edge Line Right (White) O9 Dotted Line (W e) II Channe ing Line (White) 13 Stop Line (White) IS Yellow Curb 17 Yield Line (White) 3O Double Center Line (Yellow) © Broken Lane Line (White) 8O Edge Line Left (Yellow) 10 Solid Lane L e (White) 12 Channelizin Line (Yellow) 14 Crosswalk Line (White) 16 White Curb 18 Double Dotted Line (Yellow) Location Leng (In Stations) Identification o Station to Station Side O O O O O O 10 II 12 I3 14 w 158 16A * l6B 17 )8 Remarks L R HWY 6 322 +27 TO 325+45 X X 5.50 LENGTH SUBTOTALS :.33 5.51) QUANTITY .25 2 1 .25 1 I _ 2 2 6 6 3 3.5 TOTALS -- 11.0 JUN a a 2 a City perk Towx C @y, iaven PROJECT NO, 081016 -00 DESIGNED BY: B.HOP%EY CAD DATE: 2010 a CHECKED B : Ss6vEes CAD DATE: encore 120:21 \P NoalO 6-0 J.DEeowER CAD FILE %: \DMVE \2008 \C8IO16 -00 \CAD \Plans \081016 -00_COLRNT No DATE BY REVi1DV DES MPTiow ® ®® F®th 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES SHEET ro. C.11 TABULATION OF SILT FENCES 1D5-17 10 -63 TABULATION OF SILT FENCES FOR DITCH CHECKS Refer to EC -201 1°o -la o4 -zo to PEDESTRIAN CURB RAMPS 112 -4 Refer T Standard Road Plan AM MODIFIED Location Length (Lin. .) Remarks Location Station Side Lin. Ft. Remarks Location Side Type PCC Sidewalk Sq. Yds. Detectable Warnings Sq. Ft. Remarks Station to Station Side 349 +45,00 _ 322 +60.00 LT LT 15 15 (US HWY 6 ) (US HWY 6) 100 +50.00 101 +65.00 LT 129 (420TH ST) 110325.00 1103+50.00 RT 21 ( COMMERCE) 323 +60.00 LT 15 (US HWY 6) 100+60.00 106.15.00 RT 555 (420TH ST) 324 +60.00 LT 15 (US HWY 6) 1102 +52.96 LT PERPENDICULAR 14.5 16 COMMERCE DRIVE 106 +30.00 136 +85.00 RT 3055 (420TH ST) 140+40.00 LT 15 (420TH ST) 1102 +53.09 RT_ ALT. RAMP 1 __ 11.7 16 COMMERCE DRIVE _ 5010 +30.00 5522+00.00 RT 23D5 (SANITARY SEWER) 140 +35.00 RT 15 (420TH ST) 2110 +64.68 LT PERPENDICULAR 7.2 16 _ INDEPENDENCE ROAD -- 2110 +65.70 RT ALT, RAMP 1 9,5 16 INDEPENDENCE RDA - - " -- TOTALS = 43 64 TABULATION OF SIDEWALK REMOVA STATION TO STATION AREA REMARKS Sq. Yds. 1103 +43.5 1103 +86.2 20 CoRp6rce Drive 1105 10-13 -72 YNJ 010 owa, -- - _ STORM SEWER REMOVAL FOTH -7 TABULATION OF FENCE FOTH-8 6-13 -05 6 -13 -05 NO. LOCATION DESCRIPTION REMARKS ocatlon Length (Ft.) Type Remarks 1 105 +49.00, 21.7' LT 40' of 8" PVC 2 109+60.99, 18,7' LT 38' of 30" CHP Station to Stat Side 3 109 +64.95, 23.4' LT 122' of 24" CHIN 100 +74.00 0 31.50 RT 625 FIELD FENCE REMOVE 4 112 +33.62, 23.6' RT 20' of 12" CMP 101 +35.00 104+ .00 RT 250 FIELD FENCE TEMPORARY 5 113 +10.77, 33,5' LT 8' of 18" HOPE 107 +20.00 112+26. RT 610 FIELD FENCE _ REMOVE _ 6 118 +04,13, 28.3' RT 50' of 30" CRP _ 138 +80.00 138 +82.00 LT 35 FIELD FENCE REMOVE 7 121 +79.23, 22.9' LT __ 40' of 18" CMP 139 +44.00 140 +00.00 N LT 56 FIELD FENCE REMOVE & REINSTALL 8 134 +80.10, 25.9' RT 40' of 15" CMP +97.49 5106 +08.21 LT /RT 97 FIELD FENCE REMOVE 9 134 +97.24, 11.9' LT 30' of 15" CMP +55, 5116 +20.72 T /RT 645 FIELD FENCE REMOVE 10 135 +72.27, 11.8' LT 32' of 15" CMP +8 .OA 5123 +92.00 LT T 150 FIELD FENCE REMOVE 11 138 +90.69, 15.7' LT 52' of 10" PVC + .00 _ 5126 +10.50 LT /R 125 FIELD FENCE REMOVE 12 1103 +28.96, 10.4' RT 16' of 6" HOPE TILE +86.31 [)3022+52.00 1103 +86.15 RT 100 CHp INL INK REMOVE 13 138 +90.69, 15.7' LT 58' of 15" RCP +86.31 1103 +86.15 RT 100 CHAINLINK TEMPORARY 14 138 +90.69, 15.7' LT 57' of 12" RCP 325 +60.00 LT 356 FIELD FENCE TEMPORARY REMOVAF L O PAVEMENT IT Not a bid Item 11 ° -1 04 -19 -05 Station to Station PaTeot Area (Sq. Yds.) Saw Cut* (Lin. Ft.) tlllt k Accesse an (No. Remarks 100 +23.8 140 +26.4 SEAL COAT 10572 209 420TH STREET 1102 +78.3 1103 +27.8 HMA 303 COMMERCE DRIVE 1103 +27.8 1103 +86.2 PCC 190 49 MMERCE DRIVE 2110 +37.2 2110 +92.4 HMA 279 1N ENDENCE ROAD 2110 +92.4 2111 +50.2 PCC 184 43 INDEP ENCE ROAD 320 *22.7 325 +44.5 PCC /HMA 401 538 HWY 6, 1 'PCC W/ 3" HMA OVERLAY PROJECT NO: 081016 00 DESIGNED BY: B,HOPKEY PROJECT DATE, 05/28/2010 CHECKED BY: MOYERS CAD DATE. 61112010 1:20:22 P.M DRAWN BY: J.DEeOWER CAD FILE: x:\0N\1E\ 2008\ 081016- 00\CAD\Plan NCSID16- 0O- C01.SHT NO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS Cm OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES SHEET NO. C.13 SUMMARY OF MATERIALS FOR SIGNS FOTH -9 MODIFIED Road Location Station Offset Code No. Sign Message Size IN Sign Area SF Steel Posts 1 3/4 IN. x 1 3/4 IN. LF REMARKS 420TH 100 +40 LT RI -I STOP /STREET NAMES 30X30 REMOVE AND REINSTALL SIGN 420TH 104 +00 RT R2-1 SPEED LIMIT 24X30 5 12 420TH 106 +00 LT 133-98 TWO WAY LEFT TURN 24X36 6 12 420TH 106+00 LT R7-I N ARK ING 12X18 1.5 420TH 106+00 RT 133-90 _ TWO WAY T TURN 24X36 6 12 420TH 106+00 RT _ R7 -1 NO PARKIN 12X18 _ 1.5 _ 420TH 112+40 LT R3 -98 TWO WAY LEFT TURN 24X36 6 12 420TH 112 +40 _ LT 137 -1 NO PARKING 12X18 115 420TH 112 +40 RT R3 -98 TWO WAY LEFT TURN 24X36 6 _ 12 _ 420TH 112 +40 RT R7 -1 NO PARKING 2X18 1.5 420TH _ 119 +40 LT R3 -98 TWO WAY LEFT TURN 2 6 12 420TH _ 119 +40 LT R7 -1 NO PARKING 12X18 1.5 420TH 119 +40 RT R3 -98 TWO WAY LEFT TURN 2036 6 12 420TH 119+40 RT R7 -1 NO PARKING 12X18 1. 420TH 120 +50 LT 132 -1 SPEED LIMIT 24X30 5 _ 12 420TH 124 +40 RT R2 -1 _ SPEED LIMIT 24X30 5 12 420TH 126 +00 LT R3 -98 TWO WAY LEFT TURN 24X36 6 _ 12 _ 420TH 126 +00 LT R7 -1 NO PARKING 12X18 1.5 4201H 126 +00 RT R3-9B TWO WAY LEFT TURN 24X36 6 12 _ 420TH 126 +00 RT R7 -1 NO PARKING 12X18 1.5 _ 420TH 130 +30 LT R3 -9B TWO WAY LEFT TURN 24X36 6 2 _ 420TH 130+30 LT R7 -1 NO PARKING 12X18 _ 1.5 _ 420TH 130 +30 RT R3 -9B TWO WAY LEFT TURN 24X36 6 12 420TH 130+30 RT R7 -1 NO PARKING 12X18 1.5 _ 135 +00 LT R3 -9B TWO WAY LEFT TURN 24X36 6 12 _420TH 420TH 135+00 LT R7 -1 NO PARKING 12X18 1.5 420TH 135+00 RT R7 -1 _ ND PARKING 12X18 1.5 12 420TH 138 +00 LT R2 -1 SPEED LIMIT 24X30 5 12 _ 420TH 142+00 _ RT W6 -3 TWO -WAY TRAFFIC 36X36 9 16 COMMERCE 1102+65 LT RI -1 STOP /STREET NAMES 30X30 REMOVE AND RE] LL SIGN INDEPENDENCE 2110 +75 LT RI -1 STOP /STREET NAMES 3OX30 REMOVE AND REINSTA SIGN TOTAL= 113 208 N21 PROJECT N0: 081016 -00 DESIGNED BY: OHOPKEY NO DATE BY REVISION OESCRIPTIOY SHEET NO- PROJECT DATE. 05/28/2010 CHECKED BY: MOVERS ®� 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE. 61112010 1:20:23 PPI DRAWN BY. J.DEODWER — FROM US HWY 6 EAST TO CITY LIMITS ESTIMATED PROJECT QUANTITIES C.14 CAD FILE. x.AOMMEA2003A 061016- 00\CADWll ,NO8DJ10- oD- COI.SHT CITY OF IOWA CITY. IOWA _ 110— 288 o -ize STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN All contractors /subcontractors shall conduct their operations in a manner that minimizes erosion and prevents sediments from leaving the project. The prime D. Temporary Structural Practices contractor shall be responsible for compliance and Implementation of the Storm 1. Temporary Sediment Basins shall be provided at a rate of 3,600 cubic feet of Water Pollution Prevention Plan (SWPPP) for their entire contract. This storage per acres disturbed over 10 acres. If 3,600 cubic feet per 10 acre responsibility shall be further share with subcontractors whose work is a source area drained 1s not attainable, a combination of silt fences, multiple of potential pollution as defined in th SW'PPP. The contractor will obtain copies sediment traps, or equivalent sediment controls may be used. of any and all local and state regulations ICI are applicable to storm water 2. Temporary sediment traps may be used to store sediment for drainage management, erosion control and pollution min Izat ion of the Job site and will areas approximately 2.5 acres in size. comply fully with such regulations. The contr\Installation will comply with all conditions E. Sequence of Implementing stabilization practices of the Iowa Department of Natural Resources Coctlon General Permit, 1. Construct temporary construction exits / entrances and designate staging Including to the conditions related to ma ]nta It e SWPPP and evidence of area. compliance with the SWPPP at the Job site and ing egulatory personnel 2. Install perimeter silt fencing and temporary sediment basins, access to the Job site and to records In order eterm e compliance. The 3, Begin clearing and grubbing operations. These operations should only take State Agency Is as follows: Iowa Department oural Re urces, Attn: Joseph place In those areas where earthwork is expected to take place within D. Griffin, Environmental Protection Division, ace State Tice Building, 21 days of completion, Des Moines, Iowa 50319, Phone : (515) 281 -7017e Local Agen Is as 4. Installation of underground utilities. Inlet / Outlet protection at all follows: City of Iowa City, Department of Puborks, 410 E. We Ington Street, locations specified In the plan shall be installed. Iowa City, Iowa 52240, Phone (319)356 -5140. 5. Prepare final backfill, grading, and seeding operations. 6. Once permanent stabilization of the side is established, 1. Site Description remove silt fencing and other temporary stabilization measures. The Storm Water Pollution Prevention Plan (SWIs for construction of a Sanitary Sewer Trunk, grading, paving and uticonstruction of 420th 3. Other Controls Street Improvements In the City of Iowa City, a. Construction Activities Include clearing and grubbing, excavation, figrading, installation of Contractor disposal of unused construction materials and c struct ion material utilities. This SWPPP covers approximately 26 Acres with an estimated shall comply with applicable federal, state and local re lotions. In the 22 Acres being disturbed. vent of a conflict with other governmental laws, rut and regulations, the The SWPPP Is located In an area of primarily three soil associations me restrictive laws, rules or regulations shall ly. During the course of (Colo -Ely Complex, Muscatine Silt Loam, Tama Silt Loam). The estimated const ction, it Is possible that situations vil arise where unknown materials average SCS runoff curve number for this SWPPP after completion will be will be countered. When such situations or they will be handled according Increased to 74. to all fed I, state and local regulations n effect at the time. The following is a list of her control measures that e contractor / subcontractor shall be Refer to the 420th Street Corridor Improvements, Hwy 6 to City Limits, responsible for lementfng. for locations of typical slopes, ditch grades, and major structural and non - structural controls. A copy of these plans will be on file at the project A. Off -site vehicle acking engineer's office. Runoff from this work will flow Into various storm 1. The contractor s II Or Ide a stabilized construction exit / entrance to sewers, ditches, streams and drainage the systems Into an unnamed tributary help reduce vehicl acking of sediments offslte. The paved streets of Snyder Creek. adjacent to the co uctien site shall be Inspected daily and cleaned as necessary to emove ly excess mud, dirt or rock tracked from the 2. Controls site. Dump Elks haulin terlal from the site shall be properly covered wl a tarpaulin. The Contractor / subcontractor shall be responsible for implementation and B. Dust Control management of control measures for the following erosion and storm water 1. Contr ter shall frequently water xcavated and (ill areas during management control measures that are specific to this site. This work shall be co ruction. done In accordance with the SUDAS Standard Specifications. As work progresses 2. avel will be provided at the tempera entrance / exit areas and staging additional erosion control items may be required as determined by the Engineer area, or other governmentally regulated agencies after field Investigation. 4, In ectlons and Maintenance Procedures. A. Permanent Stabilization Practices The contractor is required to ma lntain all temporary Pros n control measures In I. Permanent seeding and planting of all unpaved areas by seeding, work in order, including in cleaning, repairing, in or re in them throughout proper 0 g g: P g: P 9 9 fert ll lz ing and mu Ich ing shall be completed after final grading Is the contract period. The following Inspection and maintenance actices will be ,. complete. Seed shall be sown at only those times of year when used to maintain erosion and sediment controls and stabilization asures. qAw JUN O 2010 temperature, moisture and climate conditions will promote .. germination and plant growth. A. All control measures will be Inspected at least once every seven ( calendar 2. Preserve vegetation in areas not needed for construction. days and following any storm event of 0.5" or greater. fait Clerk B. Permanent Structural Practice If Tovvu �i[y, Fovv. B. All measures will be maintained in good working order. a repair Is cessary, 1, Outlet protection of storm sewers using and eng sneer in abr ic. it will be Initiated within 24 hours of the report. in flop 2, Storm water detention fattilt ies to retain flows, C. Any built up sediment will be removed from silt fence when it has reached on 3, Storm sewer, curb and gutter to divert storm water. and half the height of the fence. C. Temporary Stabilization fen Practices. D. Silt fences will be Inspected for depth of sediment, tears, etc., to see if the e ofs I. The use of silt (once, temporary seeding, mulching, dding and fabric is securely attached to the fence posts, and to see that the fence posts diversion dikes to help control sediment and Pros n, If construction are securely fastened In the ground. activity Is not planned to occur in a dlsturbe area for at least 21 days, E. The sediment basin, if present will be Inspected for depth of sediment, and the areas shall be stabilized by temporary s ding or mulching no later built up sediment will be removed when it reaches 50 percent of the design than 14 days from the last construction a Ivlty. capacity or at the end of the Job. 2. Mulching exposed areas. 3. Silt fence shall be used for protection of Inlets and used as ditch checks along temporary and permanent drainage ditches. 4. At areas where runoff can move offsite, silt fence shall be placed along the perimeter of areas to be disturbed prior to beginning grading, excavation or clearing and grubbing operations. PROJECT Not 081016 00 DESIGNED BY: B.HOP2EV NO OAiE BY REVISION DESCBIPIIOH 420TH STREET CORRIDOR IMPROVEMENTS BNEEi N0. PROJECT DATE, 05/28/2010 cxec"a Br: ssorEas FROM US HWY 0 EAST TO CITY LIMITS C,15 - - -- cno oAia sivzoto I:zmza PH OBAxv Br: d.DESOwER ESTIMATED PROJECT QUANTITIES CAD FILE: x: \O4\IE \2008\ 081016 -00 \CAO \Plus \081016 -00 -CO LBHi CITY OF IOWA CITY, IOWA CONTAMINATED SOIL & WATER MANAGEMENT PLAN CONTAMINATED SOIL AND GROUNDWATER SOIL AND GROUNDWATER AFFECTED BY PETROLEUM FUEL PRODUCTS MAY BE ENCOUNTERED DURING PROJECT EXCAVATION AND CONSTRUCTION ACTIVITIES. THE SOURCE OF PETROLEUM PRODUCTS MAY BE ATTRIBUTABLE TO LEAKING STORAGE TANK (AST) SITES IDENTIFIED NEARBY OR ADJACENT TO THE PROJECT AREA. (SEE SHEET NO. O.D7 FOR AST SITE LOCATION). THE CONTRACTOR IS RESPONSIBLE FOR ASSESSING INDICATIONS OF PETROLEUM CONTAMINATED 101 NO GROUNDWATER DURING EXECUTION OF THE WORK. INDICATIONS OF AFFECTED SOIL AND GROUNDWATER WILL BE DETERMINED THROUGH ODOR, APPEARANC STAINING, OR VAPOR MEASUREMENTS USING APPROPRIATE FIELD SCREENING EQUIPMENT, IF CONTAMINATED SOILS, CONTAMINATED GROUNDWATER, OR PETROLEUM L IDS OR VAPOR ARE DISCOVERED DURING EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL CONTACT THE IOWA DEPARTMENT OF NATURAL RESOURCES (IONRI UNDE OUND STORAGE TANK SECTION AT (515)281 -8011 WITHIN 24 HOURS, OR WITHIN 6 HOURS IF A "HAZARDOUS CONDITION' EXISTS AS DEFINED IN 567 IOWA ADMIT TRATIVE CODE HACI 131.1. A HAZARDOUS CONDITION IS DEFINED AS "ANY SITUATION WHERE A SUSPECTED OR ACTUAL RELEASE OF A HAZARDOUS SUBSTANC ,SUCH AS PETROLEUM, PLACES THE HEALTH AND SAFETY OF THE PUBLIC OR THE ENVIRONMENT IN DANGER ". ASSESSMENT OF CONTAMINATED SOIL AND GROUNDWATER MAY REQUIRE SERVICES OF AN IOWA CERTIFIED GROUNDWATER PROF SIGNAL. TtIE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING THE SERVICES OF THE CERTIFIED GROUNDWATER PROFESSIONAL. RECORDS AND MEASUREMENTS C ECTED TO DOCUMENT COMPLIANCE WITH THE ASSESSMENT AND REPORTING PROCEDURES REFERENCED IN IAC 135 DR ASSOCIATED IDNR GUIDANCE WILL PROVIDED TO THE PROJECT ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR SEGREGATING SOILS INTO "CONTAMINATED" AND "NON - CONTAMINATED" STOCKPILES BASED ON FIEL CREENING AND /OR CONFIRMATION TESTING USING THE ACTION LEVELS AND TESTING PROCEDURES OUTLINED IN TAG CHAPTER 135. CONTAMINATED SOIL IS DEFT 0 AS "THE PRESENCE OF PETROLEUM HYDROCARBON CONSTITUENTS AT OR ABOVE THE INDR'S TIER 1 LOOK -UP TABLE IN 567 LAC 135 ". SOILS DETERMINED NON - CONTAMINATED, BASED ON THE ABOVE REFERENCED ACTION LEVELS, WILL BE CONSIDERED SUITABLE FOR REUSE AS BACKFILL PROVIDING THE fTERIAL MEETS PROJECT DESIGN SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PROPER CONTAINMENT, STAGING, CHARACTERIZATION, AND DISPOSAL OF MATERIALS DETERMINED AS CONTAMINATED. TEMPORARY STOCKPILES MAY BE STAGED WITHIN THE PROJECT LIMITS OR OTHER SECURE AREA APPROVED BY THE PROJECT ENGINEER. THE SOIL WILL BE P ON AN IMPERVIOUS SURFACE AND COVERED TO PREVENT PRECIPITATION RUN -ON AND RUN -OFF. THE CONTRACTOR WILL MAINTAIN RECORDS OF DISPOSAL OF CONTAMINATED SOILS FOR SUBMITTAL TO THE PROJECT ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR TESTING AND PROPER MANAGEMENT OF AFFECTED GROUNDWATER WHICH MAY NEED TO BE REMOVED FOR PROJECT CONSTRUCTION OR FOR THE PROTECTION OF WORKER SAFETY, GROUNDWATER AFFECTED BY PETROLEUM PRODUCTS SHALL BE EVALUATED USING THE ACTION LEVELS AND TESTING PROCEDURES OUTLINED IN LAC CHAPTERS 135. ALL SAMPLES ANALYZED FOR DETERMINING COMPLIANCE WITH THE ABOVE REQUIREMENTS SHALL BE TESTED AT A LABORATORY CERTIFIED PURSUANT TO 567 IAC 83. ANY WATER REMOVED FROM THE EXCAVATION WITH CONCENTRATIONS AT OR ABOVE THE LEVELS OUTLINED IN IAC 135.14 SHALL BE TREATED OR DISPOSED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. THE CONTRACTOR WILL MAINTAIN RECORDS OF TREATMENT AND DISPOSAL FOR SUBMITTAL TO THE PROJECT ENGINEER. HEALTH AND SAFETY THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPMENT AND IMPLEMENTATION OF A SITE SPECIFIC HEALTH AND SAFETY PLAN ADDRESSING POTENTIAL HAZARDS ASSOCIATED WITH PETROLEUM CONTAMINATED SOILS AND /OR GROUNDWATER, THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING WORK IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND FOR ENSURING THE HEALTH AND SAFETY OF THEIR EMPLOYEES AND SUBCONTRACTOR'S EMPLOYEES. NOTIFICATIONS IF REPLACED OR REPAIRED UTILITIES REMAIN BURIED WITHIN CONTAMINATED SOILS OR GROUNDWATER WITH CONCENTRATIONS EXCEEDING THE IAC 135 TIER I LEVELS, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITIES USING THE APPROPRIATE IOWA DEPARTMENT OF NATURAL RESOURCES (MIND) FORM LISTED BELOW. THE NOTIFICATIONS WILL REQUIRE SIGNATURE BY A CERTIFIED GROUNDWATER PROFESSIONAL. WATER SUPPLY NOTIFICATION DNR FORM 542-1530 UTILITY COMPANY NOTIFICATION DNR FORM 542 -1531 SANITARY SEWER NOTIFICATION DNR FORM 542 -1532 r IT NJ ' JUN 0 . i _010 (,it Clerk TUV13 :itw, l.owa PROJECT NO, PROJECT DATE 081016-00 05 /28/2010 c "ecxeD BY: B.HDPKEY S.sa s I "DI DATE I BY i RBVis1u1 DssCRIPnoN ( I 420TH STREET CORRIDOR IMPROVEMENTS I I sHEEr Do. CAD DATE: 6/1,2010 1:20,26 PM DRAWN Br: J.DEBOWEN FROM US HWY 6 EAST TO CITY LIMITS ESTIMATED PROJECT QUANTITIES C.� 7 CAD PILE: x: NDM\[ C�20o6\061m6- 00\CAD\Pl,,N08101600_COLSHT I CITY OF IOWA CITY, IOWA V \ — J \ • REFER TO SHEET E.02 _ SHRUB SCOTT TWP. N 11 -' •, PR S N R-5W v •/\ OT�-- - - -\ SECTION 19 Q ����� Q STA, 100 +74.00 85.9' RT TEKE ENTERPRISES INC. STA. 10 +3 .50, 70,0 RT REMOVE 625 LF OF FENCE °� \ '- +v •• .-\\ \\ a STA 105 +49.00 21.T LT TO ;i-_ Ix \ \_ \ , `..• \ \� �� XISTING R/ O STA, 105 +89,03, 22.0' LT 7 0 ,_�, a p : + _\ ® \�� o -.,` f h REMOVE 40 LF OF 8 INCH PVC i1 cb EXISTING % PCSt v v ,� v v X)S71N 6T A G p " K c � ` E. A + 0' Q PROTECT EXISTING ST AT HYDRA 4 0 LT RELOCATE GRANT 0 LT ASSEMBLY SELEV 105+q7, Z { CHAINLINK FENCE QQ GR. 675.7 U v a to \GRADING LIMITS ��. _'�; . k A • vo �. v v v ��a \ v ) T! GRADING LIMITS REMOVE SHRUBS J \� v .610d 5,00 (420TH 57.) 1x OtN R6-1' ST _ 102+ \ \COMMERCE v�v R � r �/S 4A. 00 +2000 Es•,. p � N \ � � � � � e C v v! � Wt ,.. ,f, F�GIN ROUEC� • A —� --. _ _�� - v x s/s ,. � a v PS • �' ROPOSED R/W ��� r— - i i GRADING LIt�S Ri v t v BIAEN EA T - v r ]� y� q V v v v v'�TREEE(TYPJ 1 '�� � i 6 CONTRACTOR T, INSTALL 25 TEMP. FIELD FENCE AT THE LF OF (TEMP. CONST. EASEM � " � v v • v ��W � - - r,•� \ V � �" \ STA. 100 +00.00 (420TH) REFER TO SHEET E,01 FOR RIGHT TURN LANE STA/ 101+35/TO 104 +30 � SCOTT TWP. © v � '- v • ) 0 20 T / �— E6� STA. 321 +35.00 (US HWY 6) T -79N R-5W TTTGGG�� �0 REFER TO H SHEETS FOR REFER TOM SHEETS FOR SECTION 30 C ARLES A C T PH II P / RIGHT-OF-WAY INFORMATION STORM SEWER INFORMATION NOTE: CONTRACTOR SHALL BE RESPONSIBLE 5 FOR DAMAGE TO EXISTING FEATURES (I.E. TREES, PAVEMENT, FENCING, ETC,) PI +75.30 NOT SPECIFICALLY IDENTIFIED FOR Iv 675. 0 REMOVAL AND OR REPLACEMENT 96 680 -en 15000ft 680 ST 100+20 0. EXISTING GRO NO - BE . IN:PROJE T' @ F ROADWAY MA CH EXIST NG -0,56 -6z0 _ T PROP35E0 665 PROF LE GRAD I JU 1 IO -- — - :4y cluk VPI -E D.00 To as City, 10 Yd Elv 671.51 LEFT 100.00Ft M P m 00 co re v ue i0 r m m o -• N W c"1 O a In m n a c0 o m P n h • w (O DO (O n h AD P n N N N In N r N n P N DO m n K N n t0 CI n m n v n V n V r` V r V n to n Ct to N t0 t0 cn m co \o n c0 n m n c0 c0 :0 co o c0 co 4o co a0 t0 a0 4o co to +25 +50 +75 101 +00 +25 +50 +75 102 +00 +25 +50 +75 103 +00 +25 +50 +75 104 +00 +25 +50 +75 105 +00 +25 +5 +75 t06 +00 PROJECT No, 0 810 16 -00 DESIGNED BY: B.HOPREY _ no DATE BY REVISION DESCRIPTIO4 kk 420TH STREET CORRIDOR IMPROVEMENTS SHEET No. CAD DATE, 05/28/2010 6HECNED Br, 6sE80WE GILD Dare: fiivzOm 1:21:54 P4 DRAWN Br: FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®,Q� = .0Be0aEn CAD FILE, x,\DMNIE\ 2008\ 081016- 00\CAD\PI- :\081016- 00- 001.SHT CITY OF IOWA CITY, IOWA PLAN AND PROFILE SCOTT TWP, 2 STA, 109 +60.99 18.7' LT TO REFER O TO SHEET E.02 `� 6TA. LF 18.7 FIT Q O SECTION 19W O 1 \ O5 O O O O INC" REMOVE 38 LF OF 30 NC CMP E 38 O LLC O O 1 �l I� BUDS TIR ANO REPAIR SERVICE INC O } STREB INVESTMENT PARTNERSHIP ' } } } C STA, 110 +86.46, 20.6 LT TO �� L &� ADJUSTI WATER - AIDE LT N OD STA. 110 +0 0 66.7' LT REMOVE 122 LF OF 24 INCH CMP 1 ❑ t SG FG ELEV. = 673.83 O O O 6 RE Y 6E TA. 109+9q.-7,0. NA6 3 LT .-+ 00 j 1 z / TO } - - - - GR. 74 7 �/ o La 674.7\ .--: 10 +06 39.2' T ^' O STA. 1 .61 WATER � _ 3A FG EL V. EXISTING P.U.E. EXISTING R/ LIM \l -- - - - - - - - —_ — _TEMP CONiT ._EASEMENT — _ — — — ur — — — — _ r - - - -� - LET �ISTI G - — - - — -3 — - ROTECT TREE TYPJ THE ONE THE THE OHE THE ORE HE _ OHE — DILI Z_ ONE — _ — — - T2 — — — - _ - — - - — — - — ter/ T 3 — -- - - — - _ - 420TH STREET 2 /V•sz+01 I zelsloa 575 �R8 - STA. i 10+25.47 (I DEPENDENCE RO J +2 ; 7 0 - t I EXISTING R/0 �" 75 ' " a n A " + luv " ` "�� I L' �Tr27w — — �- — — �— — R/'A RnrW— — - =�— R/W R/W - R/W _ T1 _ — — G — — — — — — — _ _ — -- — ' _ ,p,W� / _ k' _ - R/W R/ '-45 . ROPOSED R/W R/u 9L �.. W - — _ _ _ _ _ _ — _ R/W _ _ _ _ -_ +� I I1 _ - - RA DING L \ — _ S �NST. EAS � �L � - �. _ _ h�l � j � o- — — _ — '! 10 /�OA 1 � , REMOVE 610 .0F F RT / _ 61 �lF N T 2T 1 R %rte r� y_ EAS �NNTT —.�- � _ FEET REFER TO H SHEETS FOR REFER TO h1 SHEETS FOR CONTRACTOR TO INSTALL 510 LF OF SCOTT TWP. QI - TEMP. FIELD FENCE AT THE TEMP. CONST, EASEMENT T -79N R -5W CHARLES W & FLORANCE T. PHILIPS RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION STA. 107 +20 TO 112 +25 SECTION 30 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES 685 (I. E. TREES, PAVEMENT, FENCING, ETC.) 685 NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT EXISTING - GROUND 680 RO OWAY 680 675 .. 675 670 PR POSED" 4,...e. 7 PR FILE GRA E _ _i_. %G ..7 JU 2 10r 665 75. Iv 673.4 ;it /Clerk - 2. 82 im, ify, Im 60 en 100 OOft.: 660 655 655 _ P O N W O N v tT 00 O N Q' O O' -' V C0 O' " N V N O V N P t` c0 O N O OO r U1 V N N n N Q` O ui ui v v v v v v Pi Pi Pi Pi m Pi Pi Pi Pi v v a v n v n v n v n v Co r co CD tT DO tT DO tT AD co r io AD tT CO CO n co DO co co r co n m n IT n 0 r co tT DO AD co DO co (0 co co co co _ m co 106 +00 +25 +50 +75 107 +00 +25 +50 +75 108 +00 +25 +1 +75 109 +00 +25 +50 +75 110 +00 +25 +50 +75 111 +00 +25 +50 +75 112 +00 PROJECT NO, 081016 -00 DESIGNED BY: B.HOPKEY PROJECT DATE 65728/20/6 CHECKED BY: S.s6YERS CAD DATE: 6/1/2610 1:21:56 PM DRAWN BY, d.6RBOVER NO DATE BY REVISION DESCRIPTI04 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET SHEET NO. D.02 CAD FILE: CITY OF IOWA CITY, IOWA PLAN AND PROFILE 6TA. t 12 +33 62 23.6' 'RI TO O STA. 115 +13.44 40.1' Q WE—LOCATE HYORANT:/A O O STA. 112 +53.45, 23.5' RT O Bu0 TIRE ANO R PAIR RVI E IN O TO STA. 115 +(3. ID^ LT SCOTT TWP. & L PRYRIL SEMBLY / T -79T R-5W / / o/ 2.0' LT Q SECTION 19 O O REMOVE 20 LF OF 12 INCH CMP O. O GR, ELEV. 6Y5.2 + + STA. 113+10.77, 33.5' LT -+ 4' STA. 115 +16.2b 3 (V PROTECT TREE (TYP.) M REMOVE 8 LF OF /V' Lf) 4 AOJUST WATER VAL / O /F Q ' + LT / %} O TEMP. CONSTI LASEMENT 18 INCH HOPE PIPE .-. FG ELEV. - 67 ,39 GRADING LIMITS / O- — — — — —0 I - — — — — — ___ _ — —r' _ - -�r1 EXISTING_f7_U. — — — — — - — — — �-, — — —` REMOVE //E ISTING 4PLUG1 T - BEGIN.;16 "P DIP C151 �- CLASS' 52 WATER MAIN CLASS 52 MAIN _ _ _ _ _ _ �� �00� ®ATOM TEMP. CONST EASEMENT — —� — — — — 7 — j —.� - -� 6- ?--- - -- - -- - - - - -� I - -_ -- �' WATER /— —� TREE/(TYPJ$ — — E %ISTING ftlW — -_ — �, i ' 3 1 -- -- -- ROP S R/W -T / R/N 1 R/W R/W IB V I6 Y V I6 Y 16' V 8 v OHE '� : OH I b : - __ / T J R w— EXISTIN�j R/ — � J - —- I 4 - — 426TItSTRE-ET� — ;Ti — "'iT1 — — — — —' T1 — — s2s !" 6T 6T5 57 CPa 4+ i _ /I E %IS ING R/ -RFH ^—�— RNH I Ti R/W R/W R/ W fLW� R /W. R/W -1 I GRADING ITS / 1 - — - - TEMP. CONST. EASEMENT /R_ - -- -- --------- - - - - -- — ----- - - - - -7 — __ bb _ N _ FEET TT T — 1 SCOTT WP. REFER TO H SHEETS FOR REFER E M SHEETS FOR CHARLES W. & FLORANCE T. PH P T-7qN R -5W RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION SECTION 30 NOTE: CONTRACTOR SHALL BE RESPONSIBLE 685 FOR DAMAGE TO EXISTING FEATURES (I.E. TREES, PAVEMENT, FENCING, ETC.) vP[ + 0.00 685 NOT SPECIFICALLY IDENTIFIED FOR - REMOVAL AND OR REPLACEMENT K:- 9 - i y S�A Ip°g @ , � Len I O.00fti 680 PROPOSED BADE--- 680 CI ' CI k 675 +0.50% 7Z 1 675 115/251. 5 STP. ECT TO' XISTING' CO F85 5 MI \ 670 E ISTING G OUND I6 "4 WATER AIN RY 670 ¢ ROAOW Y EXISTING 16 "II 665 DIP W TER MAIN 665 PI +75.30 Iv 671. 80. l .�6 `.. en. 150 OOft 0 655 -_ -- ' 655 AD P _ -- V TD C' Q0 O r f0 Q' N 00 r O N P N P V n 4' O V N ('> V N tp r O N N (� N N CO O V V N V O V M (7 Cl N N N N N III n n Yl r Ifl r N 0 n r m r N n to r r r r r n r n r r r r n r co r to HD co 112 +00 +25 c0 +50 QD +75 _ to RD 113 +00 +25 m +50 co +75 He I 114 +00 +25 +50 co +75 co co 115 +00 AP: co +50 co +75 co to 116 +00 +25 co +50 c0 +75 to �o Ili 00 +25 +50 +75 118 +00 PROJECT NO: 081016-00 DESIGNED BY: B.HOPREY NO DATE BY REVISION MSMIPT104 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE. 05/28/2010 CHEUED BY. MOVERS 1:21:59 PH DRAWN BY: J.DEBOWER Fat h FROM US HWY EAST TO CITY LIMITS 420TH STREET ®.�3 CAD DATE: 61112010 CAD FILES x:NO�w\IE\2008\081016- 00\CAOVPl- :\061016- OODO3.$Hr cItt OF IOWA CITY, F PLAN AND PROFILE I (4 )STA. 121 +79,23. 22.9' LT TO 22 STA. 1+19.44, 23.0' LT REMOVE 40 LF OF 18 INCH CMP - -(REfEER TO M.I R/W �.' ,R /W /W .' IB° If I6° IB' v 11 ° V le. v 18' v 18° v / 18° 7_ l] 4" RTt _ - _ - - R/W - - - _ _ R/I / 0 ' -_ EXISTING R/H T t _ - - 2 _ - -. _ --r�T T = -_- ._.i. - - - _ oI \ ROPOSED R/W O 6/ 7 \ GRADING LIMIT 0- - 7 8 12 _ ID IB' v g "\ 16° v l 9 _ R/ - -- CPtL 5T1 - .'I - T2 _:gym - ,✓`- � -_. -. _.=- .=- r,.._ -._- r EXIST[ Gy R /W-\ I I - - - - - _ - _ _ - - - - - SANITARY SEWER - - _� \ _. - _ -_� _. R - - ._ - _. _. _ _ �-� /w - - � R a,� i R/W p � � �� � - � / EXISTING R/ �� - •PROPOSED R/W I,s PROPOSE`) 24 "0 UNDERORAIN --- - -- . Q�f - /_ PROPOSED R/ / v CLASS - - _- -.. -- - 12" DIRE, 7 �R �ING L M1TS WEFER MAIN M.15) 11 - - STA 123 +60 00. 38 0 LT _ 1 / / HYDRANT ASSEMBLY STA. 122 +32.20 44.2' LT Ri EL. - 676.1 STA. 182 +30FL 44.2' LT 16 f 8 TTERFLY VALVE 16'x12 M.J. CROSS N / % / TEMP. CONST, EASEMENT BEGIN t�EFLEGTION OF WATER MAIN STA. 122+32.25, 42.1' LT REFER TO S SHEETS FOR - - - - - - - - - - - - 12 "0 GATE VALVE 0 20 SANITARY SEWER INFORMATION STA. 122 +31.79 62.2' LT © -r'-- STA. 122 +34.30 44.3' LT_ _ FEET STA 118 +04.13 28.3' FIT TO O SC T TWP, 12'0 M.J. PLUG I6 0 BUTTERFLY VALVE STA. 118 +08.96, 21.3' LT REFER TO H SHEETS FOR REFER TO M SHEETS FOR T 9N R-5W 7 STA 122 +32.17. 45.6' LT STA 122 +35.26 67.7' RT REMOVE 50 LF OF 30 INCH CMP RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION CHARLES W. & FLORANCE T. PHILIPS ECTION 30 0 l2 i GATE VALVE IO 12_0 M.J. PLUG NOTE, - T '� CONTRACTOR SHALL BE RESPONSIBLE '1 j ;I �r .�,& 685 FOR DAMAGE TO EXISTING FEATURES PI +75.30 r i 685 O.E. TREES, PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR 5: s �'. 7 REMOVAL AND OR REPLACEMENT -.107 en -150 OOft j 1. 2 10 680 680. ycr;t P OPOSED :61' uY,IC va PtiiigFlLE GR OE .EXISTING GR NO 675 @ L ROAD' _._ _ -0.6 - 675 .5 'MIN. N-TT136ORYM IN.Y(TY +50 +75 119 +00 +25 +50 +75 120 +00 +25 © +75 121 +00 +25 +50 SCOTT TWP. O �. / v 2 O O E& L PRYBIL / O 0 TEMP. CONST. EASEMENT T 79N R -5W SECTION 19 O O + DO I �.� y4,/ C/ - + \ - - -- -o- STA 119 +20.00 32.0' LT - HYDRANT ASSEMBLY - - -- _ - + - O --O� +/ >~ 420TH STREET CORRIDOR IMPROVEMENTS - - OR, EL. = 673.6 SHEET AG. PROJECT DATE, Dsa6a010 CAD DATE: 6/1/2010 cHECZeD Or: s'.'.R 122:01 PM ORAwry Or: J.oeeo R 2/ -� _ -� GRAOING LIMITS _ ' -- I6Af BUTTE 420TH STREET 3 ®,04 STA. It +66.00 I6 "f 01� ClSI / / / � 3 .CLASS 52 WATER MAIN �` ROPOSED. (4 )STA. 121 +79,23. 22.9' LT TO 22 STA. 1+19.44, 23.0' LT REMOVE 40 LF OF 18 INCH CMP - -(REfEER TO M.I R/W �.' ,R /W /W .' IB° If I6° IB' v 11 ° V le. v 18' v 18° v / 18° 7_ l] 4" RTt _ - _ - - R/W - - - _ _ R/I / 0 ' -_ EXISTING R/H T t _ - - 2 _ - -. _ --r�T T = -_- ._.i. - - - _ oI \ ROPOSED R/W O 6/ 7 \ GRADING LIMIT 0- - 7 8 12 _ ID IB' v g "\ 16° v l 9 _ R/ - -- CPtL 5T1 - .'I - T2 _:gym - ,✓`- � -_. -. _.=- .=- r,.._ -._- r EXIST[ Gy R /W-\ I I - - - - - _ - _ _ - - - - - SANITARY SEWER - - _� \ _. - _ -_� _. R - - ._ - _. _. _ _ �-� /w - - � R a,� i R/W p � � �� � - � / EXISTING R/ �� - •PROPOSED R/W I,s PROPOSE`) 24 "0 UNDERORAIN --- - -- . Q�f - /_ PROPOSED R/ / v CLASS - - _- -.. -- - 12" DIRE, 7 �R �ING L M1TS WEFER MAIN M.15) 11 - - STA 123 +60 00. 38 0 LT _ 1 / / HYDRANT ASSEMBLY STA. 122 +32.20 44.2' LT Ri EL. - 676.1 STA. 182 +30FL 44.2' LT 16 f 8 TTERFLY VALVE 16'x12 M.J. CROSS N / % / TEMP. CONST, EASEMENT BEGIN t�EFLEGTION OF WATER MAIN STA. 122+32.25, 42.1' LT REFER TO S SHEETS FOR - - - - - - - - - - - - 12 "0 GATE VALVE 0 20 SANITARY SEWER INFORMATION STA. 122 +31.79 62.2' LT © -r'-- STA. 122 +34.30 44.3' LT_ _ FEET STA 118 +04.13 28.3' FIT TO O SC T TWP, 12'0 M.J. PLUG I6 0 BUTTERFLY VALVE STA. 118 +08.96, 21.3' LT REFER TO H SHEETS FOR REFER TO M SHEETS FOR T 9N R-5W 7 STA 122 +32.17. 45.6' LT STA 122 +35.26 67.7' RT REMOVE 50 LF OF 30 INCH CMP RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION CHARLES W. & FLORANCE T. PHILIPS ECTION 30 0 l2 i GATE VALVE IO 12_0 M.J. PLUG NOTE, - T '� CONTRACTOR SHALL BE RESPONSIBLE '1 j ;I �r .�,& 685 FOR DAMAGE TO EXISTING FEATURES PI +75.30 r i 685 O.E. TREES, PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR 5: s �'. 7 REMOVAL AND OR REPLACEMENT -.107 en -150 OOft j 1. 2 10 680 680. ycr;t P OPOSED :61' uY,IC va PtiiigFlLE GR OE .EXISTING GR NO 675 @ L ROAD' _._ _ -0.6 - 675 .5 'MIN. N-TT136ORYM IN.Y(TY 118 +00 +25 +50 +75 119 +00 +25 +50 +75 120 +00 +25 +50 +75 121 +00 +25 +50 ELEV. = 667.50 +75 123 +UO +25 +5U +/y 124 +UU PROJECT NO: 081016 -00 _ OEVINE) BY, O.HOPPEY NO GATE BY REVISION OESCRIPT104 420TH STREET CORRIDOR IMPROVEMENTS SHEET AG. PROJECT DATE, Dsa6a010 CAD DATE: 6/1/2010 cHECZeD Or: s'.'.R 122:01 PM ORAwry Or: J.oeeo R IIPIT @ 16" bATER MAIN= 662.55 FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET 3 ®,04 STA. It +66.00 PLAN AND PROFILE CAD FILE: xn0n\IE\ 2009\ 091016- 00�CAD�PIa„ :NOelol6- oo -owsxr V I' RCP CITY OF IOWA CITY, IOWA 660 4135PORAI 60 M, ELEV. = 22.5 661.50 ERT. BEN I) ... TA. 118+ 0.00 Q)STAI. - 118 +18.0 f- .J., 2.5 E . END 1611, ,,{{ M.J. 22T VERT, BEND LEV; ='.6 L50 ELEV. 667. O 655 STA. 117 +98.0 TO STA: 118 +98.0 ® 2,0 .MINIMUM VERTICAL CEARANC 655 100 LF 0 16 "VR STRAINED JOINT WA ER MAIN n In .. ... .. ... .. _. .-. -. _. .. _. N (NO � < c'l 118 +00 +25 +50 +75 119 +00 +25 +50 +75 120 +00 +25 +50 +75 121 +00 +25 +50 +75 122 +00 +25 +50 +75 123 +UO +25 +5U +/y 124 +UU PROJECT NO: 081016 -00 _ OEVINE) BY, O.HOPPEY NO GATE BY REVISION OESCRIPT104 420TH STREET CORRIDOR IMPROVEMENTS SHEET AG. PROJECT DATE, Dsa6a010 CAD DATE: 6/1/2010 cHECZeD Or: s'.'.R 122:01 PM ORAwry Or: J.oeeo R FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®,04 PLAN AND PROFILE CAD FILE: xn0n\IE\ 2009\ 091016- 00�CAD�PIa„ :NOelol6- oo -owsxr CITY OF IOWA CITY, IOWA O STA. 123-96.86, O STA. 126 +40.00, 38.0' LT Q7 O STA 126 +41.00. 45.0' LT SCOTT TWP. ENO DEFLECTION OF WATER MAIN HYDRANT ASSEMBLY 16"1 BUTTERFLY VALVE T- 9N R -5W / 6R. EL. = 674.9 CITY OF IOWA CITY S CTION 19 1 00 O O O O O O O O O 1 1 O iQ + I O (n ED l� CO cAI 0` N _ _ - - __�G AIDING LIMITS _ -�'— 16" tl Ie ^. V I6^ N IB' V I6" tl I6" tl :IV V IV V IV V I6' V I6" Y IV V I6 "Itl 18" V' IV tl I6° tl --; PH ED 15 "1 SANITARY - XISTIN6 R/W R/W R/W — DIN SEWER R/N R/W R/W R/W / - zrr-- -12 - 7I = — o oAi - -- — _ a - TI — Z — — ' QOTA t�REET — — — — — sz— — — — — — — T1 — — — — — — T1 — — — — T2 — — — s scB i 5 _ IRE _ — — — — L' _ — _ — — _ - -- — _ _ — — _ -. TI - — — — 9 _ — — T1 — - _ - — - R/W _ — _ __ — TI —1 / — _ �. _. ��% / R/W _ �� DID -/ — R/W - R/W - R/W /" R/W EXISTING 1 - CD - R/W R/W R - R/W /W R/W _ ROPOSED R/W �— - _ADING PROPOSED P.U.E. _ t- _ _ _ _ _ _ _ _ _ _ _ _ �- GR LI MITS � � � i i 0 SCOTT TWP. _ FEET REFER TO H SHEETS FOR REFER TO M SHEETS FOR REFER TO S SHEETS FOR T -OT R-514 RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION I MATION CITY OF IOWA CITY SECTION 30 NOTE: CONTRACTOR SHALL BE RESPONSIBLE @@ ( p kRr� FOR DAMAGE TO EXISTING FEATURES ,T / ,� k (I.E. TREES, PAVEMENT, FENCING, ETC.) -.. 685 NOT SPECIFICALLY REMOVAL AND OR IDENTIFIED REPLACEMENT FOR 'I JU 10 _. :t derk 680 - EXISTIN ORD jowl .Atp;,W U RO OWAY 675 7 +1.00% . 5.5'. MIN. BURY —PROPOSI D FLL OW TER MAR = 670.96 PROFILE GRADE 24' RC r� - - MAINTAI t 18" SEPARAT ON, MIN. VPI 25.0 Elv 7 1 _.K 4... 660 . Len 150.00f 660 5 tp .-. l0 •. N N P P C (0 (0 •• N .• N N 110 O O LO N ro N O • !r N N O tL(o t(o W i V r V v V N .p-, O V V C 01 v If V Or v O O N m HER Tri (N (O 11r 0 r r n n n n r n n r r r n r r r n n DO r o cO co Lo (K n (O D cV o cO (0 (n o Lo LC co Lo Lo so Lo m m Lo m so 124 +00 +25 +50 +75 125 +00 +25 +50 +75 126 +00 +25 +50 +75 127 +00 +25 +50 +75 128 +00 +25 +50 +75 129 +00 +25 +50 +75 1130 +00 PROJECT NOi 081016 -00 DESIGNED BY: B.HOPKEY I NO DATE I BY I REVISION OESCRIPT104 420TH STREET CORRIDOR IMPROVEMENTS SHEET IA. D5 /2 PROJECT DATE. Ds /za /zom CHECKED Br: ssovERS FROM US HWY 6 EAST TO CITY LIMITS =420THSTREPET ®QCJ CAD DATE: fi. 1:22:04 PM CRACK Br. J.SOVERSR LE CAD FILE X, \OM \IE \2008 \081016 -00 \CAD \Plans \081016 -00 DOi.SHT CITY OF IOWA CITY, IOWA O STA 130 +40.00, 38.0' LT 7 SCOTT TWP. O STA. 134 +40.00, 38.0' LT 3 STA. 134+4 3 5 STA. 134 +97.24. 11,9' LT TO HYDRANT ASSEMBLY GR. EL. = 6`78.7 CITY OF IOWA CITY T -79 R -5W SE TION 19 HYDRANT ASSEMBLY GR,I EL. = 682.7 ;a' 160 BUTTERFLY VALVE STA. 135 +27.63, 12.2' LT / REMOVE 30 LF OF 15 INCH CMP 6 1 O O /O O O O O O i O,� O © STA. 135 +72.27..11.8' LT TO 0 1 ^ i REMOVE 320LFIOF1015 INC „O (� .--, .-a I GRADING LIMITS : I_ IPROPOSEII P.U,E_ I REMOVE TREES (TYP.)my_ * �� _ _ __ ___ _____ P�2— — — 'R— — — — — — _ J f — — — — — — — — — — — — _ _ _ _ _ _ _ I6 "A DIP C151 _ _ _ _ _ _ _ _ _ _ — _ 1 _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ —I _ _ _ _ _ _ _ —� �� 1 _ _ CLASS 52 WATER MAIN -- -- — - — -- _— _I _� -- _— _— __ __ _—. _— -�� -- _'.I . _ — "G — _ — _ — ' _— _— _— _— - - _ _— — __. _._ _ _ — -� 9 - -1 -�— 16' Y I6" Y 16" u I6 " <M 16• Y 16. Y ` - 16' Y f6' Y IB• Y I6` 16" Y ' Y 16' W 16" Y --j PROM SED 15 "II SANITARY 1 ' EXISTING R/W I REMOVE TREES I SEWER R/W / R/W W /W - -- R/W 2 R/W W IT P.) R/W I o 0 l m� CP# 112_, A o j �.. i 0 — _! T2 _ ,_. Tl — _ —_ T2 — ., _' = TI _ ._ _ _ _- Tt' ` _ ... ..- _' _ _ _ T2 �.— _ _ 420TH STREE -T D — Ti _ _ _ T _ - -r; —. TIT 68S id 0B5 ---R _. -_n -- — — — — — R /W�� / R/W T1 — —- 41W °p __ R/W — _ — _ - T1 R/W ��__ /B 4 /W _ R/W EXISTING R/W \ 11� Pfj POSED R /W'\ - — R/W --. _— _— — _— __ _ _�,[W— _— - - -FLW- j -iFW _ -_ _— __ R/W —. __ __ _� _R /W — -- — - — �— - N�GRADING, O -1 ` �- LIMITS _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ /__ _ _ _ _ _ PROPOSED_P.U.E. — _ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - N REFER TO S SHEETS FOR D 2�0 SANITARY SEWER INFORMATION Q7 S TWP, ® STA. 134 +80.10 25.9' RT TO — — FEET REFER TO H SHEETS FOR REFER TO M SHEETS FOR RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION CITY OF IOWA CITY T 9N R -5W N SECTION 30 STA. 135 +18.02, 26.3 FIT REMOVE 40 LF OF 15 INCH CMP NOTE:.i CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES !Y 690 (I, E. TREES, PAVEMENT, FENCING, ETC.) - - 690 NOT SPECIFICALLY IDENTIFIED FOR — — -' REMOVAL AND OR REPLACEMENT EXISTING GROUND L�ulL E ROAD AY.: { 685 685 680 680 PROPO 0 �"� 5.5' MIN '�."'.�"�£, -� - BURY PROFIL GRADE .,.,� =;_„ , acv -'" �,- 675 /�,rrrc..r, „� ,� °-^' .''rv"Y"�"`" 675 670 670 665 665 660 - - 660 co ED to co too tol Ao co co m co to m co N N m OD O N W o m N W o ch N W o M N F O CI I(1 n n f OJ W W C' P P C' O O O O N N N (`l M N n n n n n m m ED ro w ro ro co ro ro m ro ro ro co m to m m to co ro rfl rD In m m co co to w ED w ED co co ED 130 +00 +25 +50. +75 131 +00 +25 +50 +75 132 +00 +25 +50 +75 _ 133 +00 +25 +50 +75 134 +00 +25 +50 +75 135 +00 +25 +50 +75 136 +00 PROJECT N0: 081016-00 DESIGNED BY: B.HOPKEY PROJECT DATE. 05/28/2010 CHECKED BY ssOVERS CAD DATE, 611/2010 IR2A1 P4 DR. bN Br: NO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET SHEET NO. D'06 — CAD FILE. _ .DBBOUER xn0m1EAZ0aeA0BwlsooACnOwia „ :AOelms -DO Das.6nr CITY OF IOWA CITY, IOWA PLAN AND PROFILE Q SCOTT TWP. O STA. 138 +40,00 38.0' LT O STA. 138 +80 00 75.0' LT © STA. 139 +44.00 26.0' LT 9 CITY OF IOWA CITY T-79N R-5N HYDRANT ASSEMBLY STA. 138+82 00. 44.0 L STA. 139 +85.00, 27.0 LT MAX J. & LAVAUGHN M. NEPPEL SECTION 19 Gp\ EL. = 685.6 x REMOVE 35 LF OF FENCE REMOVE 2 STEEL FENCE POSTS 1 (AST NO. 400) / O to O STA\ 138+41.00. 45.0' -LT Q O � 16 ✓' VALVE O 5 STA. 138 +90.69 15.T LT TO O I *41.30, O q O O / '+ 'ice %UTTERFLY + +\ � ST 139 15.8 LT REMOVE 52 LF OF 10 INCH PVC + J + 1 +I STA. 18 +80A0'45.0' LT. CO 0 O __ _ _ STA 7 +00 00 TO STA 8 +80 00 I6 M.J. P— Ll1G I - - -- -_. _ _ _ _ — / ' ST LL TR LE SKETS _ _ _ — EASE ENT _ — _ _ _ �., TEMP:-- CONS}f M _ _ — _ _ _ _ — — _ — — 7 — — \ - I `., GRADING LN41TS / _ PROPOSED P.U.E. 4 / �\ __ — \ REMOVE TREE CLASS 52 WATER MAIN TYP.) _ _ _ _ _ PROPOSED R/W � _—_�___ — — .• / '.I y TREES (TYP) _ - -� _ _ _ _ _ 'W 16 "W 1 "W 2 14 V I6`Y Ib'V'. 16 v —�� ... ..:., s s Is 9 / QI ,�I -J �(((, l�, �lfi l�1 QI i0, F RE \� PROPOSED 15 "P 3 }1 - 1 - / EXISTING R/W \ (BY IOTHERS' W R/H SANIT�(� SEWER 1 W fl/W s 6 /\ fl/w T `fl/wfl /w x %- a ✓ OH �xOF1>` _ - t-° OH/ E HE 011E O iP _I OHE _ _ _ VV O 6 ONE ONE ONE O ONE _ _ — — 7 — T1 0 � - 420TH STREET :see ,99 u STA. -'1'40 +26.36 \ Dg5 END. PROJ CT u -. ,v T� / EXISTING R/W-- j - _ \ T1 — — — — — — — -- 13 Y �' ' �W _ _ _ — _`", _ _ — _ _ _ 41 _ OB _ — _ _ F1W .— _ _ _: _ _ _ _ 131Y _ _ _ _ _ _ — _ _ YY/W R/W /W �1 / - 6•y � - -- GRADING LIMITS R/W PfROPOSED R/W f I —� PROPOSED P U.E. -'- _ _ _ _ _ _ _ _ _ _ CONTRACTOR TO INSTALL 495 ' ORANGE SAFETY FENCE AT THE STA, 137 +2q TO STA. 141+ 78.. -' OF MP: CONST. EASEMENT _ om — — — — — — — — — — — — — _ — — — _ie'- — — — — — — -- — — — — TEMP— EASEMENT — — — — — _ — — — — — — — - � I REFER TO S SHEETS FOR SANITARY SEWER INFORMATION / N O 20 T FEET REFER TO H SHEETS FOR REFER TO M SHE FOR T -79NT SW CITY OF IOWA CITY RIGHT -OF -WAY INFORMATION ISTORM SEWER INFORMATION I PRYBIL FAMILY INVESTMENTS SECTI 30 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES f q (1. E. TREES, PAVEMENT, FENCING, ETC.) P1 +75. DO - ri-+ NOT SPECIFICALLY IDENTIFIED FOR -N 1.. /J � REMOVAL AND OR REPLACEMENT .685. 91 Ell) 84435 JUN JUIV qq GO1. en 15Q QOft. K.= 139 ISCIO Len 50.00ft 690 (d E OADWAY ST 40+26.36 END PR JECT Iowa i('/, 705 7. MATCH XISTING - PGL 83.34 685 -_ _- -__ - - 685 ,00% -0.6 . % .00 % . PROP SEO FU5RY 680 PROFILE GRADE _ ._.,.. ... �,..,.._.. ,.._ ..............._ _. ST 16'fM.. 138 0 00 UG 680 P 675 675 670 670 665 - - 665 (O O (O OJ O (0 m O O fN.,N m Ill v v v v v v ri M P'i ro ro m ro m ao Co ro m ro m m m w m to A0 co co co m Ao co co co Ao 136 +00 +25 +50 +75 137 +00 +25 +50 +75 138 +00 +25 +50 +75 139 +00 +25 +50 +75 140 +00 +25 +50 +75 141 +00 +25 +50 +75 142 +00 PROJECT NO: 081016 -00 DESIGNED BY: OH0P2EY PROJECT DATE: 05/28/2010 CHEUEB BY: 6.50,., CAD CATE: 611/2010 L22,09 PN DRAWN BY: J.DEGONER NO BATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET SHEET ND. ®07 ceo FILE, xnoBAlEA2aa6Aaem1s0oACnoAPI� :AOe1m6- oo.omsxT CITY OF IOWA CITY, IOWA PLAN AND PROFILE 00 +1 1 ° R� -, S�PTIC FIELD DRAT TILE OUTLET. - CHARLES W & FLLOORANCE T PHILIPS -' co MRACTO SHALL OTECT DRAIN TILE AND 670 �� EXISTING R/W ti o ' MAINTAIN POSIT] DRAINAGE FROM '. TILD OUTLET TO AOJAC T CULVERT EXTENSION. �� �O __ „ v - _ - -- PROPOSED R/W _.� / O 0 O GRADING LIMITS--, O- Z)F � — TI/ / O D --�_ ' -- — R/W + /DING W __� i �- -_ �,� / N 6 M , - -- (\j 00 + cl) � L)MITS , M v O EXISTING R/W M � —' T\99g - -- .v — 5/i- 019 L9 — P6Sta400+2 9T56- .1 - - - -- 00'00 +00Ie7S10d STA. 100 +00.00 (420TH ST.) US HWY 6 STA. 321 +35.00 (U.S. HWY. 6) - fill -. _.... __ 1 -. -. _ — — — _ — — — — 670 — — 670 - _ CPtt 1 _.. - __ ,,: -- —. - 665 665 _ �6, _ .., - _. _ bY - - -FC B "o 65 - -- - -. ,..s - — 660 -. -- — _— .� 660 - E6. - -. 9', — ,.,_. 660 — h -E,I ___ ,�: - _.. - _ - —66 .' OSTA. 322 +22.00 6 .4 LT TO (D STA. 325 +45.00 - 0.5' LT REMOVE 323 LF FENCE 0 20 REFER TO H SHEETS FOR REFER TOM SHEETS FOR EXTEND 24" RCP WITH IB LF OF 24" RCP W/ FES CONTRACTOR T INSTALL 356 LF OF TEMP, FI D FENCE AT THE RIGHT- OF-WAY j(`�]Y) I FEET RIGHT- OF-WAY INFORMATION STORM SEWER INFORMATION F.L. 1N = 664.01 STA. 322 +5 TO 325 +60 LT. F.L. EXIST.= 663.28 NOTE: CONTRACTOR SHALL BE RESPONSIBLE N 685 FOR DAMAGE TO EXISTING FEATURES (I.E. TREES, PAVEMENT, FENCING, ETC.) 11 685 NOT FOR AOR - -- REMOVAL AND REPLACEMENT q �O A a 680 _ 680 TO "d CEC /r Ot4 .. t EXI TI GR NO..: 675 0.. A ui 675 70 670 665 4 U TO - -6-Rk6 665 TA. 322 25.00 TA. 322.50.00.. STA.3 6 +00:00 ELEV, 64,96 ELEV. 687.68 - LEV. - 64.16 660 660 STA. 32 +45.0ly ELEV, = 664, 6 - 655___ 655 rn o• to a m m m co a m m m io a to io co a co To co to co m co m cO to co co c0 DO 0 co w n to ri to r co to so co co to m co c0 co m DO ___ +00 +25 +50 +75 322 +00 +25 +50 +75 323 +00 +25 +50 +75 324 +00 +25 +50 __ +75 325 +00 +25 +50 +75 326 PROJECT NO. 081016-00 DESIONEO BY: B.HOPSEY PROJECT DATE, 05/28/2010 CBECdEO By. ssOVElas CAB DATE. 6/1/2010 111 PH URAFM Br. J.D BDxER I NO I DATE I BY I REVISION DESCRIPTION I 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS HWY 6 RIGHT TURN LANE SHEET 110. E O CAD ERE: _ X.\DHAlEA 2008\ 081016- DOACADAPt.on\0emis- 00_EOlsxr CITY OF IOWA CITY, IOWA PLAN AND PROFILE -- 0 O INLAND TRANSPORT CO STA. 1 102186.35 34.1 FIT STA. 1 03 86.1 -�� - I� O O > I I I1 \ O +- " O O OQ i \ REMOVE 100 LF OF { CHAINLINK FENCE �, I s I I *n J } STA. 2111+39 86. 15.0' TIT + ,+ OD RELOCATE MAILBO% (V ti (SEE NOTE 5) O .. STA. 1103 +92.22 15.6' RT ..-: , o r .-: Q J V� �I 1 ELOCATE hA1LBOX '_��� 1f11 I ) 1 STA. Co 1103 +862 LT -!� � -' I o �/ , I 1 REMOVE SIDEWALK E SIDEWALK + / �1 i � -r j i : r` STREB INVEST ARTNERSHIP LLC I / I ROPOSED R/W - �� �p I� �m 1� / GRAD G I�ITS �� o �w ;i� I `I TEMP. CONST. E BENT EX ING P.U.E? N G P.U.E. Zlliiii 1 _STI � � II m G2 x � , \ I I o — EXISTIN$,%/W S ���`, I R- li �I I Igl9�� N" MMERCE DRIVE ^� 1 I INDEPENDENCE ROAD rl '.m it STA. 03 +86.15 I'. STA. 2111 +50,15 x -r -1 j 1 EN EC STRUCTION _ S STA. 1[0 +5.47 (420 $T:7 END RECONSTRUCTION .,' STA. 2170 +25 ,97 ( EPENDENCE R0.) 2? t t.S.__ -- -_-__ °y T I N G R/W I ( 3 m EXISTING R/W n RJXIS I _ 1'-- eiw �sr j, / �- n °._ — I III m r 1 P,U.E._ 0 -E3- _ — EXISTING P.U_E._ _ _ _ _ PROTECT TREE 031 �: � j: � (TYP.) TEMP. CONST. EASEMENT PROTECT SHRUB 1 TEKE ENTERPRISES INC. =1102 -� R0 D R/W j I I I �TA. +84.50 55.47' FIT �I _ ROPOSED R/W �z� TA. 33.69 RT 11103-68.70, II 1 1 NST LL 79 LF OF 72" CHAINLINK �, FEND PRIOR TO REMOVAL OF { �� i� 11l �, EXIS ING FENCE (SEE NOTE 2) x if S A. 2 +15.0 (420 H ST.) I I n( _ �� �Il q 4EMP. CONST, Z °v ,� x z S3 1102 +15.0 (COp ERCE DR�) t 1 'I 4 EASEMENT I ac y , �I 7 GRADING LIM S I -� (' I�I, �SY�A. II+ZB.A6. 10.4' RT °i 0 20 RIGHT OF WAY INEOT ATION ( �I �'. ;I 0 20 REMOVE RA-40 OF 6M HOPE SEWER INTAKE AKE P� Q FEET REFER TO M S ETS FOR LP REMOVE 58 LF OF 15" RCP STORM $EWER FORMATION BU05 TIRE AND REPAIR SERVICE INC REMOVE 57 LF OF 12" RCP PV E: RACTOR RFENC 685 412.0 685 68 OR DAMAGE TO E %1ST ING FEATU DAMAGE PAVEMENT, N6 FEATURES OT SPECIFICALLY IDENTIFIED FOR TO) fREMOVAL LE 685 '@D 150. Oft AND OR�REPLACEMENT UV _..III V A A - o 420TH STREET VP +76.00 680 680_ _ 680 f( 680 T - EI 674,29 ,0 :ti:E} °T fG1 r XISTING. ROUND CL ROADWAY - EXISTIN GROUND 675 �i - 7 675 m Le 50.00 t -0 CL ft DWAY 675 _ _ co +0. 0% '. +1.72% t77777 67 - ND RECON TRUGT N 670 7 670 YPL ST 1102 +3 .50 ! TA: 1103 86. IV V1 I STA. 2110 +46.97 D RECOt STRUCTION TIE ELI V. =;672.4 ELEV. = 67366 3TN 2111 P55D5 FOL ELEV. 6. .26 TI 5 665 665 665 660 660 660 660 N W N N O N III t� P O N r O N t0 r r r n n n n n n n n +25 +50 +75 1103 +00 +25 +50 +75 1104 +00 +25 +50 +75 2111 +00 +25 +50 +75 2112 +00 PROJECT NO: 08101600 DES16NEO RY: R.HOPKEY A'0 OAff OY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE: 05/28/2010 CHECxEO BY: CAD GATE, snimlo 122:18 PM DRAWN Br: S.SOVERS J.0e6ouER FROM US HWY 6 EAST TO CITY LIMITS COMMERCE DRIVE AND INDEPENDANCE ROAD E.02 - CAD FILE: 00 E02 SHr CITY OF IOWA CITY, IOWA PLAN AND PROFILE \ GS P 7 PROPOSED SANITARY SEWER \� PROPOSED LINDERDRAIN \ \A 5� \ \P \ \A 51 \ \A 5� \ \P \ \P Control Point #1 Set %" Iron Rod \ \A N: 599387.000 51 E: 2192257.972 �.SQ \ \A 5� \ \A e� \A - 11� ' I I CONTROL POINT DATA C;� 5� \P I P \ I ' &1 ' L- - - - I - - - " _ - I la & C) \\P LEI \AK W \ \P y� SET " IN 0 CE IW 3 01 123 +06.21, Z 793.15' LT O 2193293.788 �. 420th STREET � \ GS P 7 PROPOSED SANITARY SEWER \� PROPOSED LINDERDRAIN \ \A 5� \ \P \ \A 51 \ \A 5� \ \P \ \P Control Point #1 Set %" Iron Rod \ \A N: 599387.000 51 E: 2192257.972 �.SQ \ \A 5� \ \A e� \A yl0, 0 OSIGN =x•37 .j 4' S\ O SIGN 7SS,'D SIGN Q SIGN O 30 PK NAIL IN POWER POLE (40 10.0' FROM EDGE OF PAVEMENT Control Point #5 Set 5/y" Iron Rod N: 599619.756 E: 2194547.253 b IQ \_ 1 / REFERENCE TIES Control Point #3 Set 5%" Iron Rod N: 599608.754 Z E: 2193293.788 k0l W C3 PyO SIGN 0 0 DO moo, Q . e 75.87' 420TH S EET U PK N IN POWER POLE (2 ST SIGN O W CORNER OF ELECTRICAL BOX Control Point #12 /8 Set " Iron Rod N: 599578.750 E: 2195577.155 O O -T -P- .138. - s - 130_26_ O Control Point #4 Set V' Iron Rod N: 599568.510 E: 2194088.005 / .(D 0 ,pti 420TH STREET 2s 7\ O 1Q CL END OF 30" CHIP �2 CL END OF 3D" CMP 03 4.54' FROM EDGE OF PAVEMENT Control Point #13 /g set " Iron Rod N: 599514.431 E: 2196025.576 PO EEt'.\ ' 420TH STREET 152.40' CONTROL POINT DATA 420TH S EET jo NO. LOCATION NORTHING FASTING DESCRIPTION ELEVAT I STA. 111 +91.11, 336.24' LT 599387.000 2192257.972 SET " IN Vq .18 ]Q PK NAIL IN POWER POLE 3 STA. 123 +06.21, PEDESTAL 793.15' LT 599608.754 2193293.788 SET (a ) PK NAIL IN IR 674.04 Q PK NAIL IN POWER POLE 4 STA. 137 +28.33, 86.98' LT 599568.510 2194088.005 SET IN 669.08 5 STA. 141 +10.42, 68.06' LT 599619.756 2194547.253 SET j" IR 674.09 12 STA. 141 +92.62, 956.63' RT 599576.750 2195577.155 SET IR 681.31 TO SCALE 13 STA. 141 +83.44, 1405.24' RT 599514.431 2196025.576 SET IR 685.12 86 STA. 107 +03.84, 428.16' LT _ 599519.300 2191865.010 USGS BENCH MARK DISK IN A CONCRETE MONUMENT 666.44 yl0, 0 OSIGN =x•37 .j 4' S\ O SIGN 7SS,'D SIGN Q SIGN O 30 PK NAIL IN POWER POLE (40 10.0' FROM EDGE OF PAVEMENT Control Point #5 Set 5/y" Iron Rod N: 599619.756 E: 2194547.253 b IQ \_ 1 / REFERENCE TIES Control Point #3 Set 5%" Iron Rod N: 599608.754 Z E: 2193293.788 k0l W C3 PyO SIGN 0 0 DO moo, Q . e 75.87' 420TH S EET U PK N IN POWER POLE (2 ST SIGN O W CORNER OF ELECTRICAL BOX Control Point #12 /8 Set " Iron Rod N: 599578.750 E: 2195577.155 O O -T -P- .138. - s - 130_26_ O Control Point #4 Set V' Iron Rod N: 599568.510 E: 2194088.005 / .(D 0 ,pti 420TH STREET 2s 7\ O 1Q CL END OF 30" CHIP �2 CL END OF 3D" CMP 03 4.54' FROM EDGE OF PAVEMENT Control Point #13 /g set " Iron Rod N: 599514.431 E: 2196025.576 PO EEt'.\ 0 PROJECT NO, 081016-00 DESIGNED BY: B.HOPKEY NO DATE BY REVISION DESCRIPTION SHEET ND. PROJECT DATE, 05/28/2010 CHECREO 8Y, s.SOYERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE, snaom 1:23:36 PM oRAVD BY: J.oeeo•aEn FROM US HWY 6 EAST TO CITY LIMITS G.01 CAD FILE: X:\04\1E\ 2008\ OSIO16- 00\CAU\PlmaN081016- 00.G01.SHr CITY oFIOwA CITY, IOWA CONTROL POINTS &REFERENCE TIES ' 420TH STREET 152.40' 420TH S EET jo OO OO 1 FENCE -POST 11 TELEPHONE PEDESTAL ]Q PK NAIL IN POWER POLE O IL IN TOP OF WOOD POST 2 TELEPHONE PEDESTAL 0 PK IN 36" DECIOOUS TREE O 19. FROM X NAILS IN WOOD POST (a ) PK NAIL IN TELEPHONE PEDESTAL Q PK NAIL IN POWER POLE Control Point #86 GPS MONUMENT N N: 599519.300 3,'5' E: 2191865.010 . +1.�_ : .f✓?. JUN TO SCALE Ct'y Cie -:"Y, lgyW Ay ,. B X3 5'• 60X `41E! 3 Q a HORIZONTAL DATUM INFORMATION: STATE PLANE COORDINATES IOWA SOUTH ZONE (1402), BAD 83 (1996). JOHNSON COUNTY Q POWER POLE WITH METER VERTICAL DATUM INFORMATION• 02 CENTERLINE OF GRAVEL ROAD THE VERTICAL DATU PLANE USED FOR THIS PROJECT IS BASED ON Q 1.8' FROM WOOD CORNER POST USGS BENCH MARK DISK IN A CONCRETE MONUMENT (CP -86) AND TIED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 0 PROJECT NO, 081016-00 DESIGNED BY: B.HOPKEY NO DATE BY REVISION DESCRIPTION SHEET ND. PROJECT DATE, 05/28/2010 CHECREO 8Y, s.SOYERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE, snaom 1:23:36 PM oRAVD BY: J.oeeo•aEn FROM US HWY 6 EAST TO CITY LIMITS G.01 CAD FILE: X:\04\1E\ 2008\ OSIO16- 00\CAU\PlmaN081016- 00.G01.SHr CITY oFIOwA CITY, IOWA CONTROL POINTS &REFERENCE TIES ROADWAY BASELINE HORIZONTAL ALIGNMENT DATA STATION POINT " NORTHING CASTING BEARING /DISTANCE D T L E R 420th STREET SE P.I. 100 +00.00 4201 1 599357.3213 2192376.8713 N 31° 41' 37.42" E / 28.5626' NORTHING EASTING BEARINq4WSfANCE P.C. 100 +28.56 599381.6243 2192391.8774 N 31° 41' 37.42" E / 189.7462' 2192477.7070 _ S 52 06' .32" E / 813.3620' P.I. 102 +18.31 4202 599543.0733 2192491.5660 N 880 37' 14.86" E / 189.7462' 560 55' 37.44" R1-166 22' 12.80" 189.7462 347.7477 48.1251 350 P.T. 103 +76.31 598799.9064 599547.6404 2192681.2572 N 88° 37' 14.86" E / 1565.3748' OI' 53.06" E / 294.5431' 512 +99.55 P.C. 119 +41.69 599585.3179 2194246.1784 N 88° 37' 14.86" E / 284.0148' 58' 06.94" E / 521.4264' 518 +20.97 598946.0184 P.I. 122 +25.70 4203 599592.1540 2194530.1110 S 880 07' 31.84" E / 284.0148' 3° 15' 13.30" PIT 0° 34' 22.65" 284.0148 567.8770 4.0324 10000 P.T. 125 +09.56 _ 599582.8638 2194813.9738 S 88° 07' 31.84" E / 2357.2726 / 412.3326' 528 +56.53 599542.2212 _ 2194597.9 K P.I. 148 +66.83 4204 599505.7570 2197169.9850 N 88° 49' 23.53" E / 2610.3906 _ 599832.2243 2194592 10 P.I. 174 +77.23 4205 599559.3680 2199779.8250 534 +81.72 600055.9592 2194X 7961 COMMERCE DRIVE P.I. 1102 +15.00 COM1 I 599507AM 2192526.5215 N 27° 47' 09.77" W / 39.5880' P.C. 1102 +54.59 599542.4082 2192508.0667 N 27° 47' 09.77" W / 65.2745' P.I. 1103 +19.86 CO42 599600.1562 2192477.6376 N 010 28' 48.76" E / 65.2745' 9° 15' 58.53" R 22 65.2745 127.6981 8.3810 250 P.T. 1103+82.29 599665.4089 2192479.3238 N 01° 28' 48.76" E / 132.7139' _ P.I. 1105 +15.00 COH3 599798.0785 2192482.7520 INDEPENDENCE ROAD P.I. 2110 +25.47 INDY01 599563.2652 2193330.2254 N 010 02' 56.81" W / 199.1562' P.C. 2112 +24.62 IN 0Y02 599762,3880 2193326.5790 SANITARY SEWER MAIN FUTURE NORTH /SOUTH ROAD P.I. 18 +42,54 9 598271.8241 2194602.4631 N 010 24' 11.23" W / 1321.5766' No. STATION NORTHING EASTING P.I. 31 +64.12 03 599593.0045 2194570.1022 N 01° 02' 00.60" W / 2576,1924' 219]501.2933 N 780 33' 32.98" E P.I. 57 +42.31 04 602170.7775 2194523.5994 2191756.1271 N 89° 09' 23.84" E / 154.8400 5104+ .84 598804,0950 2191910.9504 N 1° 07' 24.36" W / 288.9993 U.S. HIGHWAY 6 P.I. 315 +00.00 1 HWY61 599666.4999 2191822.3734 S 61° 50' 23.69" E / 261.6100' 51' 31.58" E / 161.1839 _ 599096.2491 P.C. 317 +81.61 2192066,4361 599533.5978 2192070.6500 S 61° 50' 23.69" E / 1068.6630' 24.36" E / 126.0000 109 +91.02 599008.9176 P.I. 328 +50.27 HWY62 599029,2564 2193012,8179 S 40° 42'_39,51" E / 1066,6630' I° 07' 44.16" R 0 59' 59.73" 1066.6630 2113.0495 _ 96.8027 5 _ P.T. 338 +94.66 S 52° 598219,1998 2193709.8465 / 719,2858 5121 +18.77 598678.6360 2193117,8489 N 42° 21' 03.70" E / 187,4372 5123 +06.21 598817,1580 2193244.1199 S 72° PROJECT FISH 081016-00 DESIGNER BY: B.HOPKEY PROJECT DATE 05/28/2010 CHECKED BY: S.SOYERS CAD DATE: 6 /V2010 1:23:37 PM DRAWN BY: J.DEBOMER CAD FILE: %: \DM \IE\ 2008 \081016- D0 \CAO \Plans \081016 00 GO2.SHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS HORIZONTAL ALIGNMENT DATA CITY OF IOWA CITY, IOWA JUN i nIp C Ity Caerk 7oava City, Iowa SHEET M10. G,02 STORM SEWER UNOERORAIN HORIZONTAL BASELINE INFORMATION No. STATION NORTHING EASTING BEARINq4WSfANCE 500 +00.00 599157.8244 2192477.7070 _ S 52 06' .32" E / 813.3620' 508 +13.36 598658.2762 _2193119.5866 N 42° 1' 03.70" E / 191.6430' 510 +05.00 598799.9064 2193248.6909 OI' 53.06" E / 294.5431' 512 +99.55 598709,0411 2193528.8679 _ N 62° 58' 06.94" E / 521.4264' 518 +20.97 598946.0184 _ 2193993.3324 N 170 58' 06.94" E / 623.2252' 524 +44.20 599538.8463 2194185.5947 _ N 89° 31' 51.70" E / 412.3326' 528 +56.53 599542.2212 _ 2194597.9 K 01° 06' -07'01.02 38.47" W / 290.0576' 531 +46.59 599832.2243 2194592 10 N 48° " E / 335.1270' 534 +81.72 600055.9592 2194X 7961 SANITARY SEWER MAIN HORIZONTAL BASELINE INFORMATION No. STATION NORTHING EASTING BEARING /DISTANCE 5100 +00.0 598750.2434 219]501.2933 N 780 33' 32.98" E / 260.0000 5102 +60 598801.8159 2191756.1271 N 89° 09' 23.84" E / 154.8400 5104+ .84 598804,0950 2191910.9504 N 1° 07' 24.36" W / 288.9993 5107 3,84 599093.0388 2191905.2841 N 88° 51' 31.58" E / 161.1839 5 8 +65.02 599096.2491 2192066,4361 S 46° 07' 24.36" E / 126.0000 109 +91.02 599008.9176 2192157.2613 N 740 09' 37,42" E / 408.4594 5113 +99.48 599120.4047 2192550.2113 S 52° 06' 28.32" E / 719,2858 5121 +18.77 598678.6360 2193117,8489 N 42° 21' 03.70" E / 187,4372 5123 +06.21 598817,1580 2193244.1199 S 72° 01' 53.06" E / 298.0000 _ 5126 +04.21 598725.2263 2193527.5852 N 620 58' 06.94" E / 509.0000 5131 +13.21 598956.5560 2193980.9808 N 17° 58' 06.94" E / 622.3436 37 +35.55 599548.5452 2194172.9711 N 89° 31' 04.17" E / 447,8891 51 +83,44 599552.3144 2194620.8443 N 1° 02' 00.60" W / 2583.4714 5167+ 6.91 602135.3655 2194574,2463 SAN] RY SEWER LATERAL 420TH STREET HORI NTAL BASELINE INFORMATION No. STATION NORTH G EASTING BEARING /DISTANCE 1 +00.00 599617.670 2194609.6723 S 880 39' 15.49" E / 205.3395 3+05.34 599612,8478 2194814.9552 S 88° 07' 31.84" E / 2322.656 26 +28.00 599536.8733 2197136.3683 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS HORIZONTAL ALIGNMENT DATA CITY OF IOWA CITY, IOWA JUN i nIp C Ity Caerk 7oava City, Iowa SHEET M10. G,02 / 1 / I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O 1 1 C) 1 1 N I 1 O STA 5100 +99.40 1 1 X.0 39.85 LT 1 STA 5103 +OB 0 1 40.23 LT 11 k` STA 5103 +08 Q 20.23 LT O O 11hh STA 5102 +60.00 40.09 LT 1 I STA 5102 +60.00 20.02 LT STA 5100 +69.40 1 1 STA 5100 +99.54 39.85 LT 1 1 19.85 LT NENi STA 5100 +49.39 1 1 CONst EASE 39.85 LT JEW _ 11 IPERMANENi SAN -& 5t. SE I 1 ' ZP Nt 5E STA 5100+49 99 �- 40.15 RT STA 5100 +69.99 I 40.15 RT / STA 5101 +66.09 STA 5100 +70.03 43.90 RT 45.48 RT STA 5102 +24.77 29.59 RT STA 5100 +96!22 / 60.93 RT / PROPERTY OWNER GERDIN RUSSEL A TRUSTEE WI ut wI xl D _ �I as 1S t 00101 S 64 00 .74 M O L OO +P l I WER EASEMEN \___ s /1.4, PROPERTY OWNER PHILLIPS CHARLES WO & FLORENCE T. O O W O I I I I I I I I I I I I a p ` O kt p E i, I I 00 0X tiO h ♦\ \ F n"H L N� / STA 5109+79.54 EpSEMEiti i 20.00 LT E i EPSMEM , uWil - - - ♦ ` ` Nt SAN '� 5' ' ' i wl \ ♦ 31 rl \ \ \ ♦ � � ij EASEMEMt wl w STA 5108 +40 X16 +\ CON`S STA 5 13+4, ¢I w� TA 51 RT \ iEM 60. RT °I al STA 5107 *63.82 \ 60.00 RT o°I .I STA 5107 +23.83 MA NI �I \ SIA 51U9 a41.UL \ / rl n.l STA 5109-91.02j/ 109 +91.02 23.06 RT .�I f, 69.18 RT STA 5104 +14.84 1 28.35 RT I \ STA 5103 + /4./4 STA 5104 +14.84 V20.00 85.06 RT A 5103 +74.94 20.00 RT STA 5103 +75.13 60,00 RT RA, rJ'y h� . S 5113 +45.33 O 0.00 LT O STA 5113 +60.00 hX 20.00 LT H h~ OO R4 ♦ �X \ ♦ ^X \ \ ♦ ♦ H �' H�G'yil'! \ A♦ h ♦ ls''/a 54+ CON l F 4 STov ♦ q b qse Pti\ SS,4il T \ \nq ♦ \ \ SeMF'I'T ♦ \ \ \ JUN 01�Q10 City Ct k T6GS C -1k�'r `J44u � 0 50 FEET PROJECT DO, 081016 -00 OESIO,:RD BY: OMOPREY NO GATE BY REVISION' DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT DATE, 05/28/2010 CHEERED BY. S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS SANITARY SEWER H,Q� CAD CATE. 6/l/2010 1:23:38 PH DRAWN BY, J.DE60AER - RIGHTOFWAY CAD FILE: x:\ DH\ IE\ 2OO8NOSIOl6- 00\CAD\Pf.\08101600_NDI.SHr CITY OF IOWA CITY, IOWA \\ 5,,6kOp \ G \ 61 \ my �� ; r s O\ �NA �3\ \ Sm4 \ \ O x \ \\ \\ N� co ; oN� \ 9 STA 5121 \18.77 \ 27.25 RT \ \\ \ i STA 5121+18.77 /' 96.49 RT / STA 5121 +43.51 60.00 RT / / / / / / / \ \ / 4 / / / PROPERTY OWNER PHILLIPS CHARLES WM. & FLORENCE T / / / STA 5123 +06.21 47.59 LT STA 5123 +06.21 23.80 LT \ A� \ Xp0 O O ;_ ♦ S \ \9S� �1. V 9,I, \ ST \ \ ♦ O,P� \ \ \ Lfl \ STA 5125 +87.64 T \ SFAS \ \ \ 40.00 L T F,yq \ ♦'P� \\ \ —STA 5125 +9° 0O\ 9SF� \ 2D.00 LT \ \ O O Q� N-: In — —TEMP. CONST. EASEI \ \ 42pT \ \ \ 2y 00. XA / P41111 1 Nom% OX yS / A, / yp / s �aQ •/ b / / /5�v\ O O + O O To. STA 5130 +96.64 /\i /, Q�P 4 40.00 LT — STA 20.00 / _ _ _PERMANENT SAN. & STORM SEWER EASE_ T \\ - _ _ _ _ - -- - -- TEMP. CONS T. EASEMENT PROPERTY OWNER PHILLIPS CHARLES WM $: FLORENCE T i £y-'J JUN 0 1 ,010 ctl clerl_ towa t ity, STA 5131 +13.21 64,94 RT 0 50 FEET PROJECT NO. 081016 -00 OESILAED BY: B.HOPREY NO DATE By REVISION OESCRIPTION SHEET NO. PROJECT DATE. 05/28/2010 CHEC<EO BY: S.SOVERS 420TH STREET CORRIDOR IMPROVEMENTS SANITARY SEWER CAD DATE: 6/1/2010 IR3:39 PM OR AHN Br: d.o6eoaEx FROM US HWY 6 EAST TO CITY LIMITS H�02 CAD FILE: XAOMME\ 2008\ 06101600 \CAD\Pl.- \OBIOIS- oo_HOZSxT CITY OF IOWA CITY, IOWA RIGHT OF WAY 00.X _ _ _PERMANENT SAN. & STORM SEWER EASE_ T \\ - _ _ _ _ - -- - -- TEMP. CONS T. EASEMENT PROPERTY OWNER PHILLIPS CHARLES WM $: FLORENCE T i £y-'J JUN 0 1 ,010 ctl clerl_ towa t ity, STA 5131 +13.21 64,94 RT 0 50 FEET PROJECT NO. 081016 -00 OESILAED BY: B.HOPREY NO DATE By REVISION OESCRIPTION SHEET NO. PROJECT DATE. 05/28/2010 CHEC<EO BY: S.SOVERS 420TH STREET CORRIDOR IMPROVEMENTS SANITARY SEWER CAD DATE: 6/1/2010 IR3:39 PM OR AHN Br: d.o6eoaEx FROM US HWY 6 EAST TO CITY LIMITS H�02 CAD FILE: XAOMME\ 2008\ 06101600 \CAD\Pl.- \OBIOIS- oo_HOZSxT CITY OF IOWA CITY, IOWA RIGHT OF WAY P/L - P/L PROPERTY OWNER PROPERTY OWNER E &L PRYBIL GENERAL PARTNERSHIP CITY OF IOWA CITY d P/L I I � QO +Y Y ` s P/L I I I b r � +o + ++ 00 +£bi + - -� p a / f�1 R/' — — — R/W fl/W R/W R/W /W R/W R/W R/W R/W R/W STA 5137 +12,63 STA 5137 +51.71 14,75 RT _ -- ----- - -� � 2000 LT — _ — _ _ — - - _ _ _ _ _ _ __ _ _ — _ _ _ _ _ _ _ _ _ - - - — _ — - — _ - — _ 1+05A .61 QQ +Z CJ - — - — - 420TH STREET 40OOL T pp+ R/W R/W R/W R/W R/W R/W ^ /W /W R/W R/W R/W — — — — TEMP. CONST. E EMENT I STA 5140 +90.17 56.46 RT I STA 5136 +90.91 I I 60.00 RT I 119c1S I T-F E CHARL S W & FISRANCE T PHILIPS %JC / , / / JUN 0 2010 P R R IPS CHARLES WM. & FLORENCE T. PROPERTY OWNER -iCy Clerk TOV' a City, fowPC /� pp�b£JS CITY OF IOWA CITY wF/ �ll lw` � o£ N 0 50 FEET 4 PROJECT NO: 081016 -00 DESI"EO Br. R.HOPXEr NO BY REVISmv MSCRIP1104 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE. 05/28/20/0 CHEESED Br s SOVERS FROM US HWY 6 EAST TO CITY LIMITS SANITARY SEWER H.03 CAD DATE. 6/5/2010 L23AO PH ORA" Br d.OEBOWER CAD FILE. %: \OM \IE\ 2008 \081016-00 \CAD \Play \081016-00 HO3.SHT cmoFlowncm,lowA RIGHT OF WAY in, 1 • l ° I PROJECT NO: 081016 -00 DESIGNED BY: B.HOPNEY M—DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE. 05/28/2010 cHECSEB BY: S.SOVERS 420TH STREET CORRIDOR IMPROVEMENTS 420TH STREET cao DATE: sivz0lo 1:23:44 PM osauN er: J.o660aER FROM US HWY S EAST TO CITY LIMITS RIGHT OF WAY H.O4 CAD FILE X. \DN \IE\ 2008\ 0 810 16 -0 0 \CAO\PIen,N081016 -00_X04.5... I Citt OF IOWA CItt,IOWA P/L -- - -- - W F 0 L PRYBIL TEMP. CONST. EASEMENT R/W R/W EXIST. ROW R/W R/W /W R/W STA 117 +48.37 5 /PERMANENT 0.00 RT / STORM SEW 30. 118 +83.66 O A 121 +78,69 30.00 LT N 11 12 LT ti STA 119 +07,81 73.10 LT STA 12 59 56.42 LT STA 119 +41,68 \ - 90.00 LT - - - STA 121 +50.00 \ 90.00 - - R/W R/W R/W R/W TEMP, CONST. EASEMENT - - - / STA 119 +09.43 97.00 RT STA 122 +19.12 YA O O I + u I STA 123 +01.78 N 131.96 LT JOLT STA 123 +21.26 140.61 LT STA 123 +93. CITY OF OWA CIT70.00 LT STA 1 *85.0- - 62 ♦ 50.0 LT - --( PROPOSED P.U.E. GRADING LIMITS -- R/W FXIST. Pllw R/W ?C+00 5 R/W N R/W EXIST' ROW R/W R/W iT PROPOSED ROW r - - _ - - - _ - - _ PROPOSED P_U_E_ - - STA 124 +00.05 ♦ - - - - - - - _ _ - - - 70.00 RT .cTe 19v +HR.64 RAGING LIMITS CITY OF IOWA CITY 0 50 FEET SHEET F0. PROJECT No: 081016-0 DESIGNED BY. B.HOPKEY NR DATE DT RevlsHav DESCxHr u6n 420TH STREET CORRIDOR IMPROVEMENTS CADJ EDT DATE, 09/zaa0m DRAWN B Dr: s.BDYE1 FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET H.US CAD DATE, 6/VID10 1 -00 \C \P 0,9AkN 0T: J.OE6011Efl RIGHT OF WAY CAD TaE: x: �DBVE�z6oa�D6lols- DO�cAOAPieo :AOel01s -DO xossxr CITY OF IOWA CITY,IOWA TEONST. EASEMENT _ MP. C STA 115+50.00 STA 117-26,7:4_ / 85.00 RT 80.89 RT STA 117+75.89 / 115.30 RT STA 117 +95.68 119.12 RT Q) yl W/ CHARLES W & F16RANCE T PHILIPS 4j/ R/ / yW/ W/ l�F/ yl � F R/W R/W R/W R/W TEMP, CONST. EASEMENT - - - / STA 119 +09.43 97.00 RT STA 122 +19.12 YA O O I + u I STA 123 +01.78 N 131.96 LT JOLT STA 123 +21.26 140.61 LT STA 123 +93. CITY OF OWA CIT70.00 LT STA 1 *85.0- - 62 ♦ 50.0 LT - --( PROPOSED P.U.E. GRADING LIMITS -- R/W FXIST. Pllw R/W ?C+00 5 R/W N R/W EXIST' ROW R/W R/W iT PROPOSED ROW r - - _ - - - _ - - _ PROPOSED P_U_E_ - - STA 124 +00.05 ♦ - - - - - - - _ _ - - - 70.00 RT .cTe 19v +HR.64 RAGING LIMITS CITY OF IOWA CITY 0 50 FEET SHEET F0. PROJECT No: 081016-0 DESIGNED BY. B.HOPKEY NR DATE DT RevlsHav DESCxHr u6n 420TH STREET CORRIDOR IMPROVEMENTS CADJ EDT DATE, 09/zaa0m DRAWN B Dr: s.BDYE1 FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET H.US CAD DATE, 6/VID10 1 -00 \C \P 0,9AkN 0T: J.OE6011Efl RIGHT OF WAY CAD TaE: x: �DBVE�z6oa�D6lols- DO�cAOAPieo :AOel01s -DO xossxr CITY OF IOWA CITY,IOWA I i I O I O I I O I I M I I I I I I I I I I I CITY OF IOWA CITY I I . I � — — — — — GRADING LIMITS —\ — — — — — — _ _ _ _ _ _ _ _ _ _ _PROPOSED 101 --------------- �-- - - - - -- — R/w R/W EXIST. ROW R/W R/w R/W O / P/L ' 09 MAX J LAVAUGHN M NEPPEL TEMP. CONST. EASEMENT R /Vl TA 137 +28 1 R/W 70.00 RT STA 141 +77.75 — fl/w I 33.00 RT STA 141,77.75 R/W -- EXIST. ROW R/W — R/W — — — — — — — — — PROPOSED ROW — — — SHEET Ho. R/W I �— — — - ROPOSED P.U.E. _ _ _ _ _ _ _ _ _ _ I 0 STA 130 +02.45 ° _ _ _ _ _ _ _ _ _ _ _ _ -- -- — — - 70.00 , - — — — GRADING LIMITS RIGHT OF WAY CAD FILE: %: \04\IE \2008 \081016- 00 \CAO\PI.n, \081016- 00_HO6.SHi CITY OF IOWA CITY, STA 137 +27.79 © I 50.00 RT CITY OF IOWA CITY a I CITY OF IOWA CITY I I I I I a I I I I I I R/W O / P/L ' 09 MAX J LAVAUGHN M NEPPEL TEMP. CONST. EASEMENT R /Vl TA 137 +28 1 R/W 70.00 RT STA 141 +77.75 TEMP. CONST. EASEMENT STA 7 +29.47 I 33.00 RT STA 141,77.75 80.0 RT 80.00 RT 0 50 PflOJECT Na, 081016 -00 DESIGNED or. B.HOPREY NO DATE BY REVISIOR DESCRIPTID4 420TH STREET CORRIDOR IMPROVEMENTS SHEET Ho. PROJECT DATE, 6/ Ds /ze/zom DRAWCHECKED Br. S.SOVERE cn0 DALE. s /1 /zmo I:zRSZ PM DRAWN Br: d.oESOWEn I I I FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ( H.06 I , RIGHT OF WAY CAD FILE: %: \04\IE \2008 \081016- 00 \CAO\PI.n, \081016- 00_HO6.SHi CITY OF IOWA CITY, TRAFFIC CONTROL PLAN - 108 23 108-23 TRAFFIC CONTROL PLAN w -o4 -e9 r-107-26 STAGING NOTES oe -� -ee 108-26 STAGING NOTES oe -� -ee 04 -O4 -e9 '.. The Contractor shall employ sound practices of safety and traff lc It is not the Intent to confine the Contractor's activities to the PROGRESS OF WORK: control. These methods and practices shall Include, but not be - Project Engineer: areas of suggested stages alone. It Is understood that some of I. Calendar days for completion date and final payment limited to, the following: Scott Savers, P.E. (319 )365.9565 (office) the various steps, though listed In numerical order, may occur a. Work will be completed and ready for final payment within 303 Foth Infrastructure and Environment (319 )365.9631 (fax ) simultaneously. The Contractor may conduct several operations calendar days, In accordance with the General Conditions of '.. 1. The Contractor shall coordinate traffic control with other 4211 Glass Road NE, Suite B (319 )430.3432 (mobile) concurrently, provided that traffic is maintained and that these specifications. projects In the area. Cedar Rapids, IA 52402 operations do not Conflict with the staging indicated herein, b. Calendar day count shall start on Augus , 010 and continue 2. Traffic control on this project shall be In accordance with thru the completion of all work In ed within the contract specific layouts shown on these plans. Traffic control devices, - City of Iowa City It is recognized that as the various activities related to documents. procedures, and layouts shall be as per current Part VI of the Dan Scott, P.E. (3191356.5144 (office) construction progress, certain situations may arise which will 2. Dates for Mllestones Manual on Uniform Traffic Control Devices (MUTCO ). City of Iowa Clty (3191356.5007 (fax) preclude adhering to the original construction sequence or which a. In addition to the flna omelet ion times, there are milestone 3. All traffic control devices shall be furnished, erected, Department of Public Works would readily lend themselves to more efficient staging operations. by which certain war tems must be completed, by 410 East Washington Street Should the Contractor desire to deviate from the original plan, a Milestone I: Phas /Stage I, September 24, 2010 maintained and removed the contractor. written alternative plan shall be submitted to the Project Engineer Milestone 2: P se I /Stage 2, November 30. 2010 4, All traffic control signs shall be placed at a min (mum of 2 feet Iowa City, Iowa 52240 for approval a minimum of two (2) weeks prior to the proposed changes sdane 3 hose 2, May I, 2011 clear of the back of curb or outside edge of shoulder where 3. Closure possible. Coordinate with all public and private projects in the area at all a. In ad tton to the final completion dates and milestones, they 5. Portable mountings for warning signs may be used for temporary times. ar specified calendar days for street closures as required Installations of 3 days or less. o construct the proposed improvements. 6. The proposed signing may be modified to meet field conditions, Coordinate with the City of Iowa City a minimum of two weeks Closure 1: Commerce Drive, 28 calendar days prevent obstructions and to accommodate construction scheduling prior to changes in the proposed traffic patterns. upon approval of the project engineer, 7. Orange safety fence shall be placed entirely across the traveled PROJECT ACCESS: portion of the roadway at all locations where Type III Barricades The Contractor will have access to the project site from Highway 6 with "Road Closed" signs are used, 8. All Type III Barricades shall have Type 'A' low Intensity flashing PH 1: 420TH STREET IMPROVEMENTS warning lights. The back side of the Type III Barricades shall be PHASE 1, AGE I: 420TH STREET RECONSTRUCTION (HWY 6 TO S . 114 +75) reflectorized by a minimum of six yellow reflectors, one at each end of each rail, or at least one rail on each barricade shall STAGE IA: have reflectorized stripes properly sloped at each end. At full 1. Install tra(fl control as shown on sheet J.02 t sheet J.07. closure locations, Contractor shall provide enough Type III 2. Maintain exlstln traffic patterns along High w y 6. Construct Barricades to completely cross the road. northbound right to lane along Highway 6. ontractn may 9, Lon term or permanent traffic control signs that conflict with 9 P 9 utilize (loggers m a ordance with Stand d Road Plan TC -213 specific layouts shown on these plans are to be covered as If operations warrant th closure of HI way 6 northbound lane. directed by the project engineer. 3. Maintain existing traffic tterns IT Highway 6 to Commerce 10. Sign washing shall be considered incidental to traffic control Drive. Begin construction o 420th treet improvements from and required as directed by the project engineer. Highway 6 to Sta. 114 +75, I1. All construction signs shall be Diamond Grade Fluorescent Orange or White V.I.P. Sheeting or equivalent. (Iowa DOT Type VII STAGE 18: Sheeting) 1. Install traffic control as s wn on s act J.04. 12. The Contractor shall contact the City of Iowa City to remove 2. Construct new connectlon b ween Comme a Drive and 420th Street. all permanent street signs conflicting with proposed 3. Complete construction of 20th Street Imp ovements from Highway 6 Improvements. The Contractor shall remove all other signs as to Sta. 114 +75. 4. Install permanent pav ment markings as octal d in the K sheets. determined by the engineer and they shall ran In the property 5. Open 420th Street t traffic from Highway 6 to ndependence Road. of the respective owners. This work shall be considered Incidental to other work, Note: Substantial mpletlon of Stage I will Include I work except 13. The City of Iowa City shall furnish and Install all permanent construction of dewa lks, final surface restoration an permanent road signs before the roadway is reopened to traffic. seeding. The Contractor shall notify the City one (I) week prior to changes In traffic patterns. PHASE I, ST E 2: 420TH STREET RECONSTRUCTION (STA. 114+75 T EDP) 14. The Contractor shall place painted pavement markings as indicated 1. Instal traffic control as Shawn on sheet J.08. by the staging and traffic control plan. The Contractor shall 2. Cons uct 420th Street Improvements from Sta. 114 +75 to EDP. also remove existing and temporary markings as necessary for the 3. Op to traffic. proposed traffic control plan. The removal method shall be approved by the project engineer and shall not permanently damage No e: Substantial completion of Stage 2 will Include all work except or scar the pavement. nstructlon of the sanitary sewer, underdraln, sidewalks, final 15. At the time of Initial setup or at the time of major stage surface restoration and permanent seeding. changes, 100 percent of each type of device (signs, cones, PHASE I, STAGE 3: 420TH STREET RECONSTRUCTION (HWY 6 TO EDP) tubular markers, drums, barricades, vertical panels, changeable 1. Construct sidewalks. message signs, and pavement markings) shall be classified as 2, Complete final surface restoration Including permanent seeding. acceptable by the requirements of the American Traffic Safety Services Association (ATSSA), "Quality Standard for Work Zone PHASE 2! SANITARY SEWER AND STORM SEWER UNDERDRAIN Traffic Control Devices - 1992." Throughout the duration of the devic es or situations that are found on the 1. Refer to $- sheets for details of the sanitary sewer construction. project, unacceptable 2. Refer to M- sheets for details of the underdrain construction. Jobs lte as determ lned by before ment toned publication shall be replaced or the situation corrected within 12 hours of Initial Note: Substantial completion Includes all work as required (or the J. notification by the project engineer. sanitary sewer and storm sewer underdraln. This includes all IN8 16. The location for storage of equipment by the contractor during final surface restoration and permanent seeding. nonworking hours shall be as approved by the engineer. The Cl<'rk Contractor shall provide a written agreement with the property Sy,Iowa owner(s) If private property Is used to store equlpement. 17. Contractor shall Install Type II Barricades with "Sidewalk Closed" for all sidewalk closures on an as needed basis. PROJECT NO. 061016 -00 _ DESIGNED BY: B.HOPREY NO DATE BY REVISION OESCFIPTIOY 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DAre osAZeAZOIO CHECKED eY, MOVERS FROM US HWY 6 EAST TO CITY LIMITS J.01 CAD DATE: 6/1/2010 1:24:34 PM DRAWN BY: J.DEBOWER - STAGING AND TRAFFIC CONTROL NOTES CAD FILE: X: \04 \IE \2008 \061016- 00 \CAO \Plans \0010:6- 00_JOLSHr CITY OF IOWA CITY, IOWA 6PLC:AL 60' x To. o (BLACK LETTERS OR ORANGE BACKGROUND) / LN IPR 4S)TH 61REI SE DETOUR DETOUR V4 -8 AHEAD f ON DR N6 -3 W20 -2 48 "X 48" O m DETOUR AHEAD W20 -2 48" X 48' U4 -6B MIA SIKET SE DETOUR V4-9R 130x24 ") M4 -6B 420111 STREET 9 DETOUR V4 -9R (30 "x24'9 WIROAD CLOSED 204 -6B 644 69 120TH SIREEI $E DETOUR M4 -9R N6 -3 DErouR AHEAD 148-X W20-2 420M SIREEI a 48' CLOSED I[ST OF TNT AAMI USE N4RCA4 LEM ED. SPECIAL 60' x 40" ORANGE LETTERS 04 ORANGE BACKGROUND) M4 68 420TX STREET SE OEIOUR IA4-9R DETOUR (30'.24'') AHEAD SOD• W20-2 _ �� /�4B "X 48 M4 -8 ON SPECIAL (BLACK LETTERS W ROAD pEC A w ON ORANGE BACKGROUND) U Z CLOSED I V4 -6B 0 40' (/S O 0 I Z 4201. SIKET SE (B' ACK BACKGROUND) LETTERS oN ANCE aAC.ceouao) /�, ceraE+ w TYPE meAaRxr,E I DETOUR DETOUR '•✓ye I a /noon cwsco I AHEAD 204 -13A w A B Ty DR Z TYPE I1 nA, CAD' r W /ft04n . CID M4 -99 IJOp' I O W/ ORMCE SAFETY FEG'E I (30 ^x24'9 D END JU 9 2010 41-1 48" K DETOUR 0 M NO RPN25EAV ill f Ma -aA i aB" W20-2 % 49 w —I Tva a SO v� SPECIAL 500' 500' T4V13 {, L ✓1 10}} 420TH STREET BE STAGE 1 TRAFFIC CONTROL 12020 SIKET Y 500, (BLACK LETTERS C1IKE N ORANGE BACKGROUND) 420TH STREET DETOUR MAP EAST OF wt 6 TRAFFIC CONTROL LEGEND USE MfRCAN LE001 Al SPECIAL MIN STREET SE :b: ROAD -r RAFFIC SIGN 60 4 (BLACK LETTERS DEICER S CLOSED / ON ORANGE BACKGROUND) M4-60 y s - Y -r TYP 11 BARRICADE N F.1 420TH SIRED 5C M.4 -9R DETOUR (30 "x24') K+ -+/-+c ♦ Ix 5Id0 SC k k ORANGE SA TY FENCE -$ - E =OZ0 DETOUR TYPE 118MRCME CLOSWE W /03N,OE SNTET EFT'CE 204 -99 Asr tr x6r 6 STAGE 1 WORK ARE (3o ".za ") L5E NERCW LFbtlI �. AHEAD I PECI 60^ x aO° — — DETOUR ROUTE N. .S (B ACK LETTERS 04 OR NGE BACKGROUND) W20_2 48° % 48° PROJECT 1:0: 081016 -00 DESIGNED BY: B.HOP%EY NO GATE BY REVISION DESCRIPTION SHEET N0. PRaecr DATE! Ds /ze/zam CHECKED Br: ssovERS - -- 420TH STREET CORRIDOR IMPROVEMENTS DETOUR MAP CAD PROJECT E, 0510 1:24:35 PM CRACK BY 3.DEB0'XER FROM US HWY 6 EAST TO CITY LIMITS J,Q2 CAD FILE: %:\D4\IE \2008 \081016 00 \CAD \Plans \081016 00 J02.SHt ( CITY OFIOWA CITY: IOWA STAGE 1 PflOJECT Do: 08101600 DESIG%EO BY: D.HOPXEY NO DATE BY REVISION DESCRIPTION SHEET N0. 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 2010 wo CRAVI B er: S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS J X03 cnD DATE: snnalo I:24:38 PM DBAwrI BY: J.oE6avEa STAGE 1A CAD FILE: %:NDM \IE\ 2008 \081 016- CONCAD \Plans \081016- D0_JO3.SHT CITYOFIOWACITY. IOWA d l \ w oo {tl0 \\ NOTES: REFER TO STANDARD ROAD PLAN TC -2D2 FOR ADDITIONAL DETAILS. REFER TO STAGE 1 DETOUR MAP FOR ADDITIONAL DETAILS. TRAFFIC CONTROL LEGEND T TRAFFIC SIGN 0 WORK AREA -e - -r TYPE III BARRICADE x DRUM ORANGE SAFETY FENCE G� DIRECTION OF TRAFFIC p 42" CHANNELIZER OR VERTICAL PANEL �O 00 ,I, :Q R—o A-D-1 - CLOSED 00 .a Ol oO xf0l ROAD CLOSED 00 „so JUN END ROAD WOR G20 -2A 48"X 24" 1 W20 -1 4-8" X 48" I i Spacing = 40' C/C Shoulder Line END T ROAD WOR I 5 devices Length of Work Area C20-2n i 48"X 24" A 1 , ROAD SHOULDER WORK DROP-OFF AHEAD W20-1 w8 -90 48"X 48" 48"X 48" LEGEND B Traffic Sign ® 42" Channelizer or Vertical Panel ® Work Area 4— Direction of Traffic A B C T E5atser 500' 250' 40' 100' i 40-45 700' 350' 80' 200' ; — 1000' 500' 100' 200' When a pave ant edge drop -off exists, install a SHOULDER D P -OFF sign. Paveme edge drop -offs greater than a nominal 10 inches will not be allowe uring non- working hours. Sho der edge drop -offs shall be mitigated according to Article 1107.08.K2 of, a Standard Specifications. 171.1 Oki 11 1 1j1 9 tCLOSURE LANE) �L �q 2(110 PROJECT NO: 081016 00 DESIGNED BY: B.HOPFEY NO DATE BY REYISIDN DESCRIPTION SHEET M1V. PROJECT DATE, 05/28/2010 CREEPIER Br: s SOVERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 6AVmlD 1:24:41 P.M RBA. Br. J.De60uER FROM US HWY 6 EASTTO CITY LIMITS J,06 CAD FILE: X: \DY \IE\ 2008 \081016-00 \CAD \Plans \0 010 16- 0 0_JO6.SHT I � - - -- " CITY OF IOWA CITY, IOWA TRAFFIC CONTROL DETAILS ® ONE LANE WAR ROAD AHEAD AHEAD END I w20-7a w20-1 ROAD WOR wzo -4 Spacing = D 48••X1 4a° ab "X 48•• 48 "X 48" 40 62% 24" 150'-300'-1 - -G A - A G� a O 0 0 0 0 F F F F 1 END �� - -- A —�-� -� A F O -- T E I/ Mile Max. ROAD WOR 5 devices c20 -2A 48" X 24" ROAD ONE LANE WORK ROAD � -- H AHEAD AHEAD wzo -f W20 -4 w20-7a 48•• X 48" 48" % 48° 48•' X 48" �Yy, q( Contract Hems: JUN 0 2010 Traffic Control City fork Flaggers Towa C tv. Iowa LEGEND Traffic Sign Flagger 0 42" Channelizer or Vertical Panel ® Work Area Direction of Traffic PROJECT NO, 081016 -00 DESIONEO BY, B.HOPKEY PROJECT DATE, 05/20/2010 CHECKED BY: S.SOVERS CAD DAIS: 61112010 1:24:42 PM DRAWN BY: J.0EB0'AER CAD FILE: X, \OMME \2006 \081016 MCAMPlars \081016 00 JDI.SHT SPEED LIMIT A C E F and GO FMaxG H T (mph) Range Max. 35 Cr less 250' 40' 0' -200' 500'-3000' 3500' 2000' 50' 40 - 45 350' 80' 0' -200' 700' -3000' 3700' 2000' 1 ' 50 or greater 1 500' 1 100' 200' -300' 1000' -3000' 4000' 2000' 1 1 0' 1Q Keep F and G distances as near to minimum values as work permits. However, to allow advancement of the work area without moving signs, F and G distances may be varied within the limits of the table. Maximum movement can be achieved by setting one F or G value at the minimum and the other value at its maximum. Q2 If length of work area exceeds 1/4 mile, use TC -214. 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA 2 10 -21 -08 S NDARD ROAD PLAN TT 213 REVISIONS: dined speed Ilmll table values arM variables. AP OVEO BY DESIGN METHODS ENGINEER LANE CL ISURE WITH FLAGGERS TRAFFIC CONTROL DETAILS SHEET 140. J.07 6 ON DETOUR AHEAD A- M4 -6D 4MM STREET SE k 0 U N DETOUR US s OEi" AHEAD M4 -BA SOD• W20 -2 48 "% 48" SPECIAL NO 60" x 40" BY (BLACK LETTERS OR ORANGE BACKGROUND) M4 -6B SHEET N0. J•08 M1X STREU WEST IF TAEI AAA DETTO`OUR UY mu" (I" R). EGAL M4-9.q ON MID SIREET DETOUR M (30 'x24 "1 DETOUR \AHEAD V W20 -2 48'X 48" M4 -6B 420tH SIKEI ff u0 ^x24'H M4-6D 420M ME SE OR (JO "x24 "1 DETOUR AHEAD 12. 2 48" X 48'' M4 -6B 4MM SHEET Y M4 -68 4201H STREET SE OEi01W M4 -9R TYPE N BAAS CAN IMM�— STREET 5E l M4 -8 DE� f DE, M4 68 1201x SIMEt ff ON DE M / (30 "x24 "1 DErouR AHEAD W20 -2 48'X 46° STAGE 2 TRAFFIC CONTROL 420TH STREET DETOUR MAP TRAFFIC CONTROL LEGEND T T FFIC SIGN -r TYPE II BARRICADE N ORANGE ETY FENCE ® STAGE 2 WORK REA • DETOUR ROUTE 1 N.T.S PROJECT !0z 081016-00 RESIGNED BY: B BOPKEY PROJECT DATE. 05/28/2010 CHECKED BV: S.SOVERS BAD DATE 6iy2010 1.24148 PN DRAWN Br J.DEGOWER CAD FILE XADMIE \2008 \001016 D0 \CAD \Plare \001016 00 JO8.SHi NO DETOUR BY AHEAD 1 W20 -2 48'X 48' 4MIH SUPEII SE SHEET N0. J•08 C"I"' WEST IF TAEI AAA UY mu" (I" R). EGAL X x 40' �— IBLACK LETTERS (OLACK LETTERS OY M4 68 1201X SIRED SE OEIOIW DETOUR I m --99 AHEAD (30°.N •4� IMM�— STREET 5E l M4 -8 DE� f DE, M4 68 1201x SIMEt ff ON DE M / (30 "x24 "1 DErouR AHEAD W20 -2 48'X 46° STAGE 2 TRAFFIC CONTROL 420TH STREET DETOUR MAP TRAFFIC CONTROL LEGEND T T FFIC SIGN -r TYPE II BARRICADE N ORANGE ETY FENCE ® STAGE 2 WORK REA • DETOUR ROUTE 1 N.T.S PROJECT !0z 081016-00 RESIGNED BY: B BOPKEY PROJECT DATE. 05/28/2010 CHECKED BV: S.SOVERS BAD DATE 6iy2010 1.24148 PN DRAWN Br J.DEGOWER CAD FILE XADMIE \2008 \001016 D0 \CAD \Plare \001016 00 JO8.SHi NO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY. IOWA DETOUR MAP STAGE 2 SHEET N0. J•08 0 m -1' 0 O' m REMOVE AND REINSTALL \ EXISTING SIGNS US HWY 6 uom sr 004101 0 STOP 0 x m M 9 y N o- Y r32 I S9 J 0 0 + N m + M i 4 +57 to ry N m + N n +32 12' 12 13 12 1 1 j1, 1 15' 1 00 O11. 10 + 12' N t0 W N N h w + i i — — — REMOVE EXISTING MEDIAN MARKINGS �® M.�4A N 0 30 FEET O N+ m 10 M In v I REMOVE AND REINSTALL O EXISTING SIGNS iDEPExYlE1,CE RD 4IOIH 51 VEMOVE AND REINSTALL o O O o ° STOP + Z _ O I EXISTING SIGNS Oo 0 0+ + + Po 0 4 cxASRa DR o 0 0 00�IIIZ VIA c 0 ° w ' 13fT 4201H ST \ Z ��)3 ESTOP 5 m uNi m � 420TH STREE 1 Iq• 1 1 I I 1 1 l— V' 1 1 I I I I 12 1 I -� 1Q5 ' p II / ____ - - - - - - - - - - - - - - - - - -- - p2os,� 3 j i CENTER FUTURE SIDEWALK NOTES: N JUN q �q x29 SPEED �4 REFER TO ROAD DESIGN 0 AIL 9001 / 0 LlAIT ALL NEW AND EXISTING SIGN AVE BEEN INCLUDED / / 3 5 ONLY ON THESE SHEETS FOR REFERE ONLY, REMOVAL, (:it;, Clerk / R3 -9B STORAGE AND INSTALLATION OF NS WILL BE Zp'vV8 ;jt y "32 24" X 36" PERFORMED BY THE CITY OF IOWA Y. '( 1piV, y R2 -1 NO 0 3a / 24"x30" CONTRACTOR SHALL COORDINATE SIGN RE AL FEET PAPKNC AND INSTALLATION WITH THE CITY OF IOWA Y AhY STREETS DEPARTMENT, iIUE (PHONE 319 - 356 -5181) P]- p' %1 IB' PRDJECT ND: 081016 -00 DESIGNED BY, B.HOPSEY NO DATE BY REVISION DESCRIP1108 SHEET NO. PROJECT DATEI os /zB /zmo cHEC %EO Br: ss6vERS _ __ -- 420TH STREET CORRIDOR IMPROVEMENTS CAD GATE: 6/1/2010 L24:45 PN oRA', Br: d.o6eouER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET K:01 11 CAD FILE: XI \DH \1E\ 2008\ 081016 -00 \CAD \Pls, \081016-00 -KO LSHT CITY OF IOWA CITY, IOWA PAVEMENT MARKINGS CENTER CENTER LAN *)l Y Y ONLY ONLY R3-9B R3-9B 2a^ X x 3 3s" o ° ° O ° • 24" X X 36" o NO ° ° ° 0 G ° o + + AY TWE ^ TDiE ^ R ]-1 ^ R] -I 12' % 18' 12" % 18' J l N e 420TH STREET — 0 N 14.5• + . — — _ .— — I — I I 1 I I I I 14• h I 141 I I I I I I I 1� � 1 I I 1 I 14.5' _ - iV' _ NFUTURE /%.; +` " -N SI WALK SPEED ao 0 I I1 CLhVER LIMIT I - w �� 0 3 5 + , o °9a 24' X N R2 -1 :. `':'.}tii ;%;.ti_�` �' O LL , \ P .. ♦ O N 36" ° 24' x30" `'S};;.c{! / N PAQKNC N m / R] -I 12 X 18 - - -- --- - - - - -- e0• e — ---- - - 14.5• P I^ 19.5' N 3 N ^ O' I(1 19.5' � 1D � ON' ^1 + + t0 � m r9' T / 1 J 1i. �I 'V 1 1 1 - 1 114 �' I I I 1 I -- + �� 14.5' 420TH STREET Y' 12 1 — 14.5' a 10 + + _ w.z' 3 1 14' I I I 1 14.5' ( ¢ y -------------- - - - - -- Yd ---- - - .� � _ - -- - - - -- -.-- —_. - - - -- JUN 1 2010 oo +le NOTES, \� V \i _ _ ---------- — — — — — - - - -- — N-- - -- -- REFER TO ROAD DESIGN DETAIL 9001 ° - a � 1 SPEED FUTURE SIDEWALK _ _ Ca" ly, k .ozv2 :;t-p, wa ALL NEW AND EXISTING SIGNS HAVE BEEN INCLUDED 0 LIMIT ON THESE SHEETS FOR REFERENCE ONLY. REMOVAL, I STORAGE AND INSTALLATION OF SIGNS WILL BE , I I 3 5 PERFORMED BY THE CITY OF IOWA CITY, 1 I _ CONTRACTOR SHALL COORDINATE SIGN REMOVAL I I I _ I I 1 D 30 AND INSTALLATION WITH THE CITY OF IOWA CITY LL I 24 x30" FEET (PHONE 3l9 356 -5181) PROJECT N0: OBIOI6-00 OESIGM1EO RY: B.NOPFEY CRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT DATE. 05/28/2010 CAD DATE, 6]112010 CHECKED BY. S.SOYERS 3:50:23 PH ORAtiN BY: J.DEBO a FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET K.U2 rfl5EIEE11SES _ CAD Fae x:ADNAlEA200BA081016 D0ACADAPIar::V061016 -00 -KOMHT CITY OF IOWA CITY, IOWA PAVEMENT MARKINGS CENTER TONLY R3 -9B 00 0 24" X 36" R3-9B + O NO a 24" X 36° + PAPKNG +o 0 o NO N M � .m., M (+ +O +O PAY( O O :r zl:e, M r°i M iIVE _ 420TH STREET m P 6 If 1 ly — ._. la• 1 I 1 1 1 I -- '" — — — — — — — — — — — — — — — — _ — — — _ — — — — — — — -- - — — — _ — FUTURE SIDEWALK — — — — — — — — — — SPEED] 1 \ I RJ - 12" 1 % 1B" o O M O ++ O ^ + v N rc .. ti rt.F.,•f yti? om ,_ t_T JUN A' P N VVIV 2 '10 I I I i_It (J" "•5 420TH STREET NOTES` Tows Jky, low, — REFER TO ROAD DESIGN DETAIL 9001 N +J ALL NEW AND EXISTING SIGNS HA BEEN INCLUDED ON THESE SHEETS FOR REFERENCE I- REMOVAL, w STORAGE AND INSTALLATION OF SIGN WILL BE tl1 0- PERFORMED BY THE CITY OF IOWA CIT . a a r CONTRACTOR SHALL COORDINATE SIGN REM L z o AND INSTALLATION WITH THE CITY OF IOWA TY STREETS DEPARTMENT. 0 30 w (PHONE 319 - 356 -5181) FEET m W6 -3 36 "x36" PROJECT NO: 081016 -00 DESIGNEO BY. B.HOPKEY PROJECT DATE. 05/28/2010 CHECSED BY: S.SOVERS CAD DATE: 6/1/2010 1:24:49 P4 DRAWN BY: J.OEODWER CAD ERE, X, \04 \IE\ 2008 \081016 -00 \CAD \Pl.re \081016- 00- KO3.SHT LIMIT 0 35 REVISION DESCRIPTION 0 n ++ R2 -1 SHEET NO. K.�3 24'.30" 1 \ I RJ - 12" 1 % 1B" o O M O ++ O ^ + v N rc .. ti rt.F.,•f yti? om ,_ t_T JUN A' P N VVIV 2 '10 I I I i_It (J" "•5 420TH STREET NOTES` Tows Jky, low, — REFER TO ROAD DESIGN DETAIL 9001 N +J ALL NEW AND EXISTING SIGNS HA BEEN INCLUDED ON THESE SHEETS FOR REFERENCE I- REMOVAL, w STORAGE AND INSTALLATION OF SIGN WILL BE tl1 0- PERFORMED BY THE CITY OF IOWA CIT . a a r CONTRACTOR SHALL COORDINATE SIGN REM L z o AND INSTALLATION WITH THE CITY OF IOWA TY STREETS DEPARTMENT. 0 30 w (PHONE 319 - 356 -5181) FEET m W6 -3 36 "x36" PROJECT NO: 081016 -00 DESIGNEO BY. B.HOPKEY PROJECT DATE. 05/28/2010 CHECSED BY: S.SOVERS CAD DATE: 6/1/2010 1:24:49 P4 DRAWN BY: J.OEODWER CAD ERE, X, \04 \IE\ 2008 \081016 -00 \CAD \Pl.re \081016- 00- KO3.SHT NO OAtE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA 420TH STREET PAVEMENT MARKINGS SHEET NO. K.�3 _ ____ [1+9tl.Yl - 60:1 TAPER STA, 100 +20.00 STA. 321 +35.00 MATCH EXISTING - .- - - - - - ' RT (420TH) _ HIGHWAY 6 EXISTING N PAVEMENT MARKINGS O O + to N 0 CENTER 225' RA ❑1 a+o,:, j 1/4 FG ELEV 71.63 112 FG V = 671.47 Z31�4� ELEV = 671.36 0 +79.63 - 76.50' LT (420TH) _ CENTER 55' RADIUS 1/4 FG ELEV = 671.30 112 FG ELEV = 671.37 3/4 FG ELEV = 671.48 O STA. 320 +22.66 - 26.00' LT (HWY 6) ENO 150' RADIUS. MATCH EXISTING O STA, 325 +52.74 - 22.74' LT (HWY 6) END SHOULDER TAPER STA, 326 +04,34 - 12.41' LT STA, 326 +28,81 - 0.00' (HWY NOTE: TOP JUN O O + N M 7Q / v 0 20 FEET PROJECT NO: 081016 -00 DESIGNER BY: B.HOPKEY PROJECT DATE: 05/28/2010 CHEC:ED BY: S.SOVERS CAD DATE: 6/1/2010 1:25:33 PM ERAUN Br: d.oEaovER NO GATE BY REVISION OESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET SHEET 1:0. L.01 CAD EILE3 x:Y0�4\IEY2OD8Y 081016- 00\CADAPia,DY06m16- oo_LmsxT �i -f i CITY OF IOWA CITY, IOWA GEOMETRICS, STAKING & JOINTING LAYOUT ��FUTURE SIDEWALK (BY OTHERS) STA, 102 +10.90 - 21.50' RT END 195' BAD. __ - - -- FG ELEV. = 672.01 STA. 101 +35.08 - 138.22' LT \ CENTER 150' RADIUS 1/4 h / /\ 114 FG ELEV = 671.72 0 \ 1/2 FG ELEV = 671.74 \ 3/4 FG ELEV = 671.74 ~ 3/4/ 3/\� \ \ \ STA. 101 +18.47 - 21.50' LT 112 \ ENO 225' RADIUS. Z \ \ FG ELEV. = 670.80 \ \ 3/4 (q \ 112 STA. 100 +96.16 - 33,41' RT \ END 55' RAO. /BEGIN 195' RAO. \ \ \ FG ELEV. = 671.01 \ STA. 101 +12,29 - 86.77 RT 14 TH) _ \ STA. 102 +10.90 - 21 0' RT 00+1 1/4 STA. 322 +27.79 - 91.70' LT (HWY ) \ CENTER 195' RADIO 0 l CENTER 55' RADIUS \ I/4 FG ELEV = 6 .20 STA, 100 +79,63- 21.50' LT 1/4 FG ELEV = 671.82 \ EL EV BEGIN 55' RADIUS, CO 1/2 FG ELEV = 671.57 \ \ 3/4 FG ELEV 671.75 FG ELEV. 671.25 0 3/4 FG ELEV = 67 1. 19 _ - _ , 2 _ ~ - -9 + - -- - - - - -.- _.- O - - - _ O O \ m I END CURB & GUTTER M + 0 (\j M AT EDGE OF SHOULDER N 1/4 ' 3/4 TAPER CURB TO 6" IN 10' (+') Y N (TYP. BOTH SIDES) I/2 J I STA. 100 +38.62 - 92.37' RT (420TH) I STA, 322 +26.89 - 36.70' LT (HWY 6) STA. 100 +40.22 - 46.82' LT 3/4 1/2 I BEGIN 55' RADIUS ' END 55' RAO. /BEGIN 150' BAD. CO CO CO ' FG ELEV. 671.82 STA. 324 +25.00 - 27.40' L (HWY 6) FG ELEV. = 671.58 1v m CD CO CO BEGIN TAPER STA. 325 +33.73 - NN 1/4 FG ELEV, = 672.35 ' ENO TAPER FG ELEV. = 672.35 r",- _ .. 112 :I R.4' i6.4' 13,2' 12.0' '.1 0' 12.0' 1-1' 14 Gr + 1° , [1+9tl.Yl - 60:1 TAPER STA, 100 +20.00 STA. 321 +35.00 MATCH EXISTING - .- - - - - - ' RT (420TH) _ HIGHWAY 6 EXISTING N PAVEMENT MARKINGS O O + to N 0 CENTER 225' RA ❑1 a+o,:, j 1/4 FG ELEV 71.63 112 FG V = 671.47 Z31�4� ELEV = 671.36 0 +79.63 - 76.50' LT (420TH) _ CENTER 55' RADIUS 1/4 FG ELEV = 671.30 112 FG ELEV = 671.37 3/4 FG ELEV = 671.48 O STA. 320 +22.66 - 26.00' LT (HWY 6) ENO 150' RADIUS. MATCH EXISTING O STA, 325 +52.74 - 22.74' LT (HWY 6) END SHOULDER TAPER STA, 326 +04,34 - 12.41' LT STA, 326 +28,81 - 0.00' (HWY NOTE: TOP JUN O O + N M 7Q / v 0 20 FEET PROJECT NO: 081016 -00 DESIGNER BY: B.HOPKEY PROJECT DATE: 05/28/2010 CHEC:ED BY: S.SOVERS CAD DATE: 6/1/2010 1:25:33 PM ERAUN Br: d.oEaovER NO GATE BY REVISION OESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET SHEET 1:0. L.01 CAD EILE3 x:Y0�4\IEY2OD8Y 081016- 00\CADAPia,DY06m16- oo_LmsxT �i -f CITY OF IOWA CITY, IOWA GEOMETRICS, STAKING & JOINTING LAYOUT MATCH EXISTING �� STA. 1104 +07.39 - 239.00' RT (SR) STA. 1103 +86.15 - 0.00' R7 O CENTER 225' RADIUS ENO PCC CONSTRUCTION U - - - - - - 1/4 FG ELEV = 672.53 MATCH EXISTING - - - - - - - - - - - - 1/2 FG ELEV = 672.72 _ _ _ - - -- - 3/4 FG ELEV = 672.92 / 0 i i i i 3/4 STA. 1102 +93.57 - 25.08' RT (SR) � 9 5' 9 END 60' RADIUS /BEGIN 225' RADIUS FG ELEV. = 672.75 O \672,53 O O O O O O O V' LP LO O O O p / STA. 102 +86.69 MLI STA. 1103 +04.6(SR) p a 1/4 - CENTER 60' RAD1/4 FG ELEV = 1/2 FG ELEV = 3/4 FG ELEV = STA. 1102 +91.25 - 14.00' L IN a \ 'C' J010\0 8' MAX. SPCG 5• BEGIN 60' RADUIS. STA. 102+ F G ELEV. = 672.50 - , . - 0.00' LT STA, 106+22.16 3/4 ,.. 60' RADIUS E CENTER R LINE LINE E NTRANCE FG ELEV. - 672.64 1/4 N 4 p 4 0 TREE a Q gRA. S 7 } Oq i 112 1/2 N 8 g' o OR KT 2 it N t C r STA. 101 +81.56 - 36.8T Li g END 60' RAD. /BEGIN 225' RAD. , .71 - 0.00' RT FG ELEV. = 671.83 ENTRANCE g C - - _ - - r22 _ . _ _ _ _ _ _ _ _ FUTU 5' SIDWALK (BY OTHE_ 7ENTER - - - - - - - - - - _ _ _ _ .64 - 69.00' Ri IVEWAY STA. 102 +15.00 (ML) = 676.37 STA. 1102 +15.00 (SR) (SR) STA. 1102 +53.09 - 38.61' R1 +68.09 - 50.0T LT .17 - 69.00' RT CENTER OF 8' PED RAMP BEGIN 37. RADIUS MATCH EXISTING FG ELEV. = 6 72.65 ® STA. 1102 +51.73 - 50.44' RT (SR) STA. 1102 +82. - 38.13' ® LT (SR) R• FRONT OF 8' LANDING END 37,5' RADIU FG ELEV. = 673.18 g ° �pN Q1 STA. 1102«52.96 - 35.85' LT (SR) STA. 1103 +86.20 - 2 0' ® LT (SR) ; CENTER OF 8' PED RAMP END 4' SIDEWALK JIIAI U�IVV O FG ELEV. = 671.85 MATCH EXISTING STA. 1102 +63.13 - 44.58' LT (SR) ® STA. 101 +58.99 - 92.58' LT L) Cit Cl k STA. 1102 +91.25 - 74.00' LT ) I(R4 {1 ,ily, FRONT OF 8' LANDING CENTER 60' RADIUS p �O FG ELEV. = 672.89 �X 112 FG ELEV = 672.16 3/4 FG ELEV = 672.00 - �!y - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + STA. 115~56.00 - 44.00' LT D 8' SIDEWALK 'C' JOINTS 0 8' MAX. SPCC: _ _ ------------ ----------------------------- FUTURE 8' SIDEWALK (BY OTHERS) co) O O 42 TH S REET a L-Z OR 0 o Y a _ f. O O O FUTURE 5' SIDEW K (BY OTHERS) 33 JUN 1 2010 city a[ -k RmaCi ,St, Ni N NOTE: ALL ELEVATIONS ARE ..GEA8E OR 1 0 20 FEET TOP OF SLAB UNLESS NOTED OTHERWISE. PROJECT NO, 061016-00 0E11GsEO BY, B.NOPREY 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE: 05/28/2010 _ cHECaeo Br; S "'LES FROM US HWY EAST TO CITY LIMITS gppTH STREET L.O4 linimr1po-77�a CAD DATE: 6/1/2010 1:25:32 PM oRAAV er: J.oEeouER GEOMETRICS &JOINTING LAYOUT CADFIIE, x: \OMV E\200B\081016- OO\CAD\Pa�.�OeIO,6- oo- coasHT c1TroFlownclTY,wwn F ,STAKING FUTURE 8' SIDEWALK (BY OTHERS) - - 6ry 0 1 I - - - - - - - - - _ - - - - - - - - - - - - - - - - - - -- STA 121-36. I2 - 21.50' LT (MU �- - 'q ✓ _ - � -I END 210' RADIUS 6' rn FG ELEV. = 674.37 I 1 i KW I LIJ H I I O STA. 32 +89.86 - 18.50' RT (SR) L~=l END 210' RADIUS -r - - - -- - -- - -- - - - - -- - -- I I I STA. 32 +08.75 34.80' RT (SR) I ENO 50' RA S /BEGIN 210' RADIUS I O 1 O} / / N T F �� \ / / STA. 123 +44.23 - 71.50' LT (ML) _ / I STA. 32 +28.06 - 80.92' RT (SR) rcnrtca en, aenmQ A61 IZ51- 1 �I _ STA, 123 +49.23 - LLSU' LI IMLI F- -1 "1� I BEGIN 50' RADIUS +65.116 I I 1 I I FG ELEV. = 675.06 O O N p _ -- � ` 1 1 . \-N66.4) I J- - y _ _ STA. 121 +86.00 - 21.50' RT (ML) 1 - I STA. 124-00.05 - 21.50' RT (MID) BEGIN 50' RADIUS - -1- - -1- - 4�- ENO 210' RADIUS FG ELEV. 674.77 3 STA. 31 +19.63 - 51.32' RT (SR) i 1 1 1 END 50' RADIUS /BEGIN 210' RADIO 4 - - FG ELEV. _ 674.73 - - - - - - _____ j - - -t 1 -� - - - - - - - FUTURE 5' SIDEWALK (BY OTHERS)- - - - - - - - - - - - - 1 \ \ / - I I / - - - FUTURE 5' SIDEWALK (BY OTHERS) - - - _ - - - - - - - - .- - _- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ } // � - 1 12.5_16' 6' i 12.5 STA. 121+86.00 - 71. 0� j £ \ \ STA. 30 +89.80 - 81.5/ / \ I �� % STA. 30+72.67 - 68.50'1 RT (SR) CENTER 50' RADIUS / \ I I CENTER 50' RADIUS / I� �° STA. 30 +7267 - 18.50 RT (SR) .54 - 35 7' LT (SR) I 1 BEGIN 50' RADIUS I'.. - / / IUS /BE IN 210' RADIUS 11 11 II 1 0�6' '2•?J 1 1 \ JUN - 20 0 I 11° i I 1 1 ---------- ------- - -Tr-- 11 J_ o�l I I \ I url'IyIC STA. 30 +26.62 - 18.50' LT (SRI I I 1 OQ' I I I -J{T- N O� LEI STA. 30 +26.62 - 228.50' LT (SR) ENO 210' RADIUS I I 1 W I I 1 CENTER 210' RADIUS I I I O I I 1 l]L] }0£ 1 I I jDo I 1 I STA. 124 +00.05 - 231.50' RT (ML) = 1 1 1 I LL I 1 I STA. 29.22.42 - 123.48' RT (SR) 0 20 CENTER 210' RADIUS FEET I I I I 1 1 NOTE: ALL EVEVATIONS ARE FORM OR OR 1 I TOP OF SLAB UNLESS NOTED OTHERpt6FR PROJECT ND, 081016 -00 DESIGNED BY, B.HOPKEY NO DATE BY REVISION OESCRIP ➢04 SHEET N0. PROJECT DATE, 05/2812010 CHECSEo BY, S'SOVERS 420TH STREET CORRIDOR IMPROVEMENTS gpOTH STREET CAD DATE: 61112010 125:38 PM DRAUN 8Y, J.OEBOHER FROM US HWY 6 EAST TO CITY LIMITS L.05 CAD FILE: x��om1E�2DDeKDemis- oo�cno�Pia,,.�oelols- oo_LOSSHT - CITY OF IOWA CITY, IOWA I GEOMETRICS ,STAKING &JOINTING LAYOUT O S STA, 32 +01.50 - 42,01' L LT (SR) II i i CENTER OF 8' PED RAMP ( (FUTURE) S STA. 121 -36.12 - - 231.50' LT (MID) = STA. 33 -93.03 - - 126.48' LT (SR) O STA. 31+99.36 - 39.97' R RT (SR) C CENTER 210' R RADIUS I I I I I I CENTER OF 8' PED RAMP ( (FUTURE) II 1 1 O S STA, 31 +18.71 - 40.71' L LT (SR) 0 00+ £ £ I I I I CENTER OF 5' PED RAMP ( (FUTURE) STA. 3 32 +43.91 - 18.50' LT ( (SR) O S STA, 31 +15.93 - 43.43' R RT (SR) B BEGIN 5 50' jiADIUS CENTER OF 8' PED RAMP ( (FUTURE) STA, 44.48 - 64.05' LT ( (SR) 0 B STA, 32 +05.57 - 80.04' R RT (SR) S MATCH EX I BEGIN 8' SIDEWALK M I I I I I 1 1 O S O 2 +43.91 O L7 (SR) O O O O CENTER 50' RADIO + + O Ol /l- STA. 31 +97.31 - 50.38' LT (SR) / ENO 50' RADIUS /BEGIN 210' RADIUS . .'•.�:,'.'}:, L LI- __________________ I 1 i KW I LIJ H I I O STA. 32 +89.86 - 18.50' RT (SR) L~=l END 210' RADIUS -r - - - -- - -- - -- - - - - -- - -- I I I STA. 32 +08.75 34.80' RT (SR) I ENO 50' RA S /BEGIN 210' RADIUS I O 1 O} / / N T F �� \ / / STA. 123 +44.23 - 71.50' LT (ML) _ / I STA. 32 +28.06 - 80.92' RT (SR) rcnrtca en, aenmQ A61 IZ51- 1 �I _ STA, 123 +49.23 - LLSU' LI IMLI F- -1 "1� I BEGIN 50' RADIUS +65.116 I I 1 I I FG ELEV. = 675.06 O O N p _ -- � ` 1 1 . \-N66.4) I J- - y _ _ STA. 121 +86.00 - 21.50' RT (ML) 1 - I STA. 124-00.05 - 21.50' RT (MID) BEGIN 50' RADIUS - -1- - -1- - 4�- ENO 210' RADIUS FG ELEV. 674.77 3 STA. 31 +19.63 - 51.32' RT (SR) i 1 1 1 END 50' RADIUS /BEGIN 210' RADIO 4 - - FG ELEV. _ 674.73 - - - - - - _____ j - - -t 1 -� - - - - - - - FUTURE 5' SIDEWALK (BY OTHERS)- - - - - - - - - - - - - 1 \ \ / - I I / - - - FUTURE 5' SIDEWALK (BY OTHERS) - - - _ - - - - - - - - .- - _- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ } // � - 1 12.5_16' 6' i 12.5 STA. 121+86.00 - 71. 0� j £ \ \ STA. 30 +89.80 - 81.5/ / \ I �� % STA. 30+72.67 - 68.50'1 RT (SR) CENTER 50' RADIUS / \ I I CENTER 50' RADIUS / I� �° STA. 30 +7267 - 18.50 RT (SR) .54 - 35 7' LT (SR) I 1 BEGIN 50' RADIUS I'.. - / / IUS /BE IN 210' RADIUS 11 11 II 1 0�6' '2•?J 1 1 \ JUN - 20 0 I 11° i I 1 1 ---------- ------- - -Tr-- 11 J_ o�l I I \ I url'IyIC STA. 30 +26.62 - 18.50' LT (SRI I I 1 OQ' I I I -J{T- N O� LEI STA. 30 +26.62 - 228.50' LT (SR) ENO 210' RADIUS I I 1 W I I 1 CENTER 210' RADIUS I I I O I I 1 l]L] }0£ 1 I I jDo I 1 I STA. 124 +00.05 - 231.50' RT (ML) = 1 1 1 I LL I 1 I STA. 29.22.42 - 123.48' RT (SR) 0 20 CENTER 210' RADIUS FEET I I I I 1 1 NOTE: ALL EVEVATIONS ARE FORM OR OR 1 I TOP OF SLAB UNLESS NOTED OTHERpt6FR PROJECT ND, 081016 -00 DESIGNED BY, B.HOPKEY NO DATE BY REVISION OESCRIP ➢04 SHEET N0. PROJECT DATE, 05/2812010 CHECSEo BY, S'SOVERS 420TH STREET CORRIDOR IMPROVEMENTS gpOTH STREET CAD DATE: 61112010 125:38 PM DRAUN 8Y, J.OEBOHER FROM US HWY 6 EAST TO CITY LIMITS L.05 CAD FILE: x��om1E�2DDeKDemis- oo�cno�Pia,,.�oelols- oo_LOSSHT - CITY OF IOWA CITY, IOWA I GEOMETRICS ,STAKING &JOINTING LAYOUT PROJECT NO, 081016 -00 DESIGNED Rr, R.HOaXEr No DATE er REVISaH DESCHIPno" -- 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE. 05 /28/2010 CHECKED ev, ssovERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET L.�6 CAD DATE. fiivzem 1:25:39 PH ORAW^I Rr: J.oeeouER GEOMETRICS, STAKING &JOINTING LAYOUT CAD FILE: X. \DHNIE\ 2008 \O8I016 00\CAO \Plans \081016- OO.EO6.SHi _ CITY OF IOWA CITY. IOWA 0 0 0 0 0 0 0 0 0 + + + + + + + (o � 'C' JOINTS & W MAX. SPCG. O Fol N / O o r N 4 0TH STIR ET N o Q L-2 o L- O O — — — — — — — — — — — — — — — — — — — — — — — _ FUTURE 5' S IDE WALK (BY OTHERS) — — — _ — — — _ _ — — — _ — — — _ — — — _ _ _ — — — _ _ T' JUN 2010 C y Qu , ioTe€ ctly, co% a N -- i 0 20 FEET NOTEI ALL ELEVATIONS ARE FORM GRADE TOP OF SLAB UNLESS NOTED OTHERWIS . PROJECT NO: 0910 16-00 DESIGNED BY: B.HOPKEY NO GATE BY REVISION CESLflIPi104 420TH STREET CORRIDOR IMPROVEMENTS SHEET A0, PROJECT DATE, 05/26/2010 CHECKED 6Y: s SOVERS FROM US HWY 6 EAST TO CITY LIMITS 820TH STREET L.07 CAD DATE: 6/1/2010 L25HO PH DR Awy Ov: J.OEeoeER GEOMETRIC$, STAKING &JOINTING LAYOUT CAD FILE, xnDM�[C\20o6AOBIOI6 -00 \CAB \Plan :AO6mI6 w Lmsnr CITY OF IOWA CIN,IOWA /I 00 00 00 I I 0 420TH STREET GEOMETRICS, STAKING & JOINTING LAYOUT weer na. L.08 0 0+ °+ + + + I + n 00 p-• STA. 139 3.71 - 65.76' LT — — ---.- m m (� i MATCH EXI ING — — — — — — — .-. .-. .-. _ _ STA. 138 +50.00 - 49.00' LT / \ END PCC SIDEWALK 1 'C' JOINTS a 8' MAX. SPCG. STA. 138 +80.00 - 21.50' LT STA. 140 +26. - 6.86' LT BEGIN 10:1 TAPER ENO 10:1 TAPE FG ELEV. = 684.21 :• MATCH EXISTING STA. 140+ .36 - 0.00' RT 1 in 'a ' °• ENO CON RUCTION vi� ut 9 MATCH XISTING DO STA, 139 +33.71 ENO T STA. 138 +80.00 - 21.50' RT / \ CENTER LINE ENTRANCE MATCH BEGIN TAPER FG ELEV. = 684.21 STA. 140 +21.36 - 17.29' RT ENO CURB & GUTTER TAPER CURB TO G" IN 10' (TYP. BOTH SIDES) r JU 0 2 10 City Clair 't )wa City, ma I 0 20 FEET NOTE: ALL LEVATIONS ARE FORM GRADE OR TOP SLAB UNLESS NOTED OTHERWISE. BY, PROJECT NO, 081016 00 PROJECTDAT von of /28/2010emis- osysnovri =" \0110 600Y' BSOHrONFA II I 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITYOF IOWA CITY, IOWA 420TH STREET GEOMETRICS, STAKING & JOINTING LAYOUT weer na. L.08 00. W W U x � W Of 00 +b0I[ f ° o 0 pp U E ! T G 6 ., ° 411 o m O O PE CI NLf �' yh J \ ° Y 6 a Xpp tiry ° J = 4 o \ ATGH S 6C L \ \ �,S SHA G v N \ \ STA. 100 +20.00 T G \' ` 0 SHA iNO \ M SH CING T 0 O O I O Z m I O O O ZD M 0 W o M A H V EX S It O- W W G i� / m +' •. .:i, O O , o-11. U a.n O K. ,. 3 + + JU 1 010 .-. 00+111 z r. +00 C NSTA T City C1 rk N ON O M! TRA N 1.1,W�t Clty; t o OA4 LL z a LL W Z z¢ 1 l: CR SS-S PE UNIFO M 7RA ITION t m---- - - -- - - - - -- 420TH STREET SHAPi G ING SHA ING O O STA'; 21 10.4 .911 420TH STREET 1 QI PGL AND CROWN SHIFTS FROM CL AT STA. 138+ TO 5.14' RT. AT STA. 140+26.36 N 0 20 FEET I p O O PROJECT HO, 081016 -00 DESIGNED BY, e.HOEKEV N0 I DATE By I REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS snEEr D0. PROJECT DATE. 05/28/2010 CHECKED BY: S.SDVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET L.09 CAD DATE, 61112010 1:25:44 PM DDAV ^I er, J.DESOaER GEOMETRICS STAKING, &JOINTING LAYOUT CAR FILE, X: \OM \IE \2008 \081016-00 \CAD \Plans \081016 -00_L09.SHt CITY OF IOWA CITY, IOWA , STRUCTURE S -10, SW -508 INTAKE STRUCTURE S-12, SW -211 COLLAR W O _ \ _ a aw \ STA. 1103 +28.00, 14.00' LT. STA, II03 +88.58, 15.79' RT. FORM GRADE ELEV.= 673.19 FORM GRADE ELEV.= N/A FL. OUT= 666.39 P -10 FL. IN = 665.75 P- II -re, ti \ _ — ON G + _ b o 0 °, <`4; " °� BOTTOM WELL= 665.89 FL. OUT= 665.75 EXIST. BOTTOM WELL. o ON OHE rl ` \ \ \\ O` ,a °a °' °4p a °a Ef H 1 ` mss\ D ,{ W y ° °° °40 °/ ° L_ STRUCTURE S-11. SW -508 INTAKE VERIFY EXIST. Lam\ \ \ a\ \ aga =88 ^' STA. 1103+28.00, 21.28' RT. FORM GRADE ELEV.= 672.54 t W > k 2 Rf M ophe8 O FL. IN = 666.20 EXIST. 6" HOPE \�sy FL. IN = 666.04 P -10 FL. OUT= 665.94 P -11 \ J BOTTOM WELL. 665.44 WEST. FL \ O VERIFY _ \ x0 r7 \ ��� + ZRUCt 0 \ A- � 4� �� � A Y � � \ s r2 v �• t \ tiX sO fi \ 6- \ \ 92pT H _ \ \ \ o R/W I 6� $0 + Ply +\ E MEAT �--- - \ _ E - - - --_ --\ / SiR-Oi ION \\ �� �O \�\ X / �N\ e + \\ \ 0 FEET 20 ST 100 +20 00, EX STING GROUND BE IN. PROJEET. @ ROAOWA MA CH EXIST NG. 675 675 P G =. p .S PHI F Gq 670 670 _25„ P-2 RCP' 102 665 p -3 1 " RCP 87 F @ 1.00% - �- 6 Jl 0 ] 010 STRUCT E S -2, -510 IN AKE SIR CTURE S-5, SW_/lc INTAKE STA. 10 +08.00. 50' RT. City Cleri 660 p + ' ST UCTURE S 3, 48" D A. SW -40 MANHOL FORM G ADE ELEV = 2.82 FOR GRADE .5- L = 67C.9 ST . 101 +91 50,.23.50' FIT. L. IN 667.39 - iy, Ctv!' FL. IN =665. P ^3 RI ELEV.= -= 72.41 FL. OUT BOTTOM 667.29 WELL= -2 FL. IN = 665 0 j FL. IN 66E.27 :P+2- .66 .79 FL. OUT= 6gg 10 P-5 FL. OUT?. 66(.17 P -3 655 BOT OM :W it 664.60 :. 80 TOM WELL= 665.67 655 650 6 0 DO N N N N N n 0' n o GO o o T o c+o _L _ _L_ +25 +50 +75 101 +00 +5 102 0 0 5 0 +25 +50 7 10 +5 0 7 5 105 +00 PROJECT NO: 081016-00 DESIGNED Br, B.BBPZEV N0 DATE By REVISION CESCRIPnoN 420TH STREET CORRIDOR IMPROVEMENTS sDEET ND. PROJECT ogre, o CHECKED Br, SOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET M 01 GAND J.CBBOUEn CAD DATE: finaoE\ I:zfisz P4 BBAV,w CAD 20V) STORM SEWER PLAN & PROFILE CAD FILE, %: \ON \iE\ 2008 \OBIOt6 -00 \CAD \Plans \OBI016 -00- NOL6Hr 6-O CITY OF IOWA CITY. IOWA v` 0 0 0 0 0 0 0 0 0 0 1 + + + + + a, iv L i Lo 0 0 0 ^ Do ° 00 +I1IZ �° 0 r/ - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- -- - - - - - - ------------------------------------- ---- - ~ -- - - - - - - TEMP. CONSTRUCTION EASEMENT _ Z CA p-- — `c Oki OHE ORE OHE OHE GHEE _ OHELLJ- ONE ORE o T2 - mg - W - — _ — - — _ — - — - — W T2 — - — _ — _ — _ ---Q- -_ - - T2 rr _ — - — TI T2® — - O - — - — _o -� T l — - 420TH STREET or 1 S S0 6`5 —: 6` SD 6" $0 6" 6" s0 6" . 6" 6". s0 6° 60 ® 6" 50 : 6'$D 6 S01 RE O u x x x x _ — — T�} — _ — _ _ R/W R/W R/W /W P/W - _ _ — _ — T 1 - _RLW- AT - - - - - - — - - _ _ _ - - - F/W - R/W +w R/W F/W - - -- TEMP. CONSTRUCTION ---- EASEMENT - - - - -- �- ° b- - - -b _ - - - - - - - — FEET 680 680 PRC -GR pESED PR FILE EXISTI G GROUND 0 ¢ RO OWAY 675 675 _ __..___ 670 -21 5' Rc a • g 670 P 278 RCP 4 ' STRUCTURE S- 4, SW 50 INTAKE STA. 5 2LF 080.0% 665 107+29.C3, 21.50' RT. FL. N = 669.2 P -20 STRUC'URE S-2 SW-510 INTAKE ST UCTURE -28. 60" CIA. SW -4 I MANH E 08 +84.00 21.50'.R . 109 +4 .72. 23.5 ' RT. FL. UT= 669.32 P -21 STA. STk 80T OM WELL= 669.32 FORM 3RAQE . ELI V. =.673.0 FORM GRADE ELEV.= 6 3.84 FL. R, 669.0 P -21 FL IN =. 66 :54. P -23 660 PL. 1 669.0 P-22 L N 66 .54 - 7 • _ - T= OU 66 .14 P -28 BOTT04 WELL= 68.32 BO TOM WELI 667.64 �7 -.JUN '. 01 ... 655 655 _ C;11, Clsxk. J v48 ,itf.YOINh 1650 650 n K O O tT O fl (n W O N P O W O N O P V O P Qn O ' N v M o ? W O OV ' n V Hl Hl a ln (1 N N V V ' C n n n n n n n n n n n " DO cQ 0 c< o c< o m cN o co co to to co ro +50 +75 1M +00 + +50 +75 111 +00 105 +00 +25 +50 +75 106 +00 +25 +50 +75 107 +50 +75 108 +00 +25 PROJECT No: 081016 -00 oESW'.EO sr: a.xoPxer No CATE By REVISION OESCRIPr164 420TH STREET CORRIDOR IMPROVEMENTS SHEET R0. PROJECT GATE: 0s /ze/zmo cuECaEO sr: ssovERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET M.02 eao DATE: s /vzola l:zass ER ORAw+ ev: d.oe80uER STORM SEWER PLAN &PROFILE CAD FR-E: %i \RH \IE\ 2008\ 0 810 16- 00\CAO\PlmS\O6m16- oo_HOZ.SHT CITY OF IOWA CITY, IOWA STRUCTURE S -24, SW-211 COLLAR O O STA. 113 +10.77, 33.50' LT. ® O O O FORM GRADE ELEV.= N/A O+ O+ O O FL. IN = 671.47 EXIST. 18" HOPE +, + + + FL. OUT= 671.47 P -24 (D N C'! BOTTOM WELL= N/A d' TEMP. CONSTRUCTION EASEMENT -_ - -- .-� VERIFY EXIST. FL ^ '-' - - - - - - - - - - - - - - - - - -- \ � "d '- } - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ - - - PROPC$E6 16 WATER MAIN (REFER TO "D" SH€E Fs-I- " fi- TEMP. CONSTRUCTION EASEMENT I _ _ -_�I.i " _ _ - _ - _- _- _J- I6' R/W I6" Y IV v IB" M — E --- aH i _ T _ _ _ -- _ .-,- W - - - W - - - - - T - W - P - - S-3 T2 _ - _ - _ - _ - - T2 - 4 _ - _ - - - - - - - T2 - - _1 - - -I - - - - + - - 4' BB.�B" -88°-i —mob° 50 =� — —8" �l SP_ — — _ 6" m _ 6„—,., ®' , --G•Sp .._ T1 _ — — _ — — 420TH STREET I s0 M. 8" BD e" 88 8" i0 — —t 0 — TI — — R]IJ — _ — — — RPo — —R /A1 — _ — — — �/� _ — — — — — J! /W. _ -- Tom— — 9CW — — — — _ _ _ -fi1W T! _ R/W R/W R/W R/W R/W R/W - - - - - - - - TEMP. CONSTRUCTION EASEMENT- - � — N - o 20 FEET 680 680 E STING G OUND Y2 ROADWi Y - ` 675 675 - - ROF ILE 7 P 25 18" RCP. 178 LF & 0.65' -- G A ESEO - - 670 -31 15" RCP 204_ LF &'. 600 . ST UCTURE -25, 48" CIA, 5W-A31 MANHO E k. 113 +1 .77, 23.50' LT. STRUCTURE -26,. SW- 10 INTAK ST STRUCTUR S -3I, 5 -508 IN AKE 665 S RIM FL ELEV.= IN = 67 75.67 .42 P -24 .. _ --- 665 A. .111 � .40. 21.5 - ' LT. STA. 115 7 00 2 .50' RT. FL. IN = 673.16 P-25 FL OUT= 671.32 P -25 FORM GRA E EV.= 673.63 FL,. OUT- 670.06 P -2 BO TOM WEL = 670.82 FL. IN = 669; P 30 ` B TTOM WEL `= 669;56 FL. OUT= BOTTOM WELL= 1669.1 66 31 67 -. -- 660 STRUCTURE 5-2 . SW-510 INTAKE 660 STA: .9 2 =50' T: _ �0� FORM FL, I GRADE EL GRADE 669.7 V2 674.7 P -26 I J N 701 FL OJT- 669.6 P-27 ° 655 . BOTT M: WELL ='. 69.18 655 — tiryc7�k of a Cilp, t�vva 650 6 w O O D` n V In n O 0' O N Cl V to O n O M O W N N V T < C V N N N Itl Ili Ill N N N to N < n n n n n n n n n n n n n n n n n n n n n n co n to n ro m to to m m to co ro to co w co co to to co to m to ro co co _ 111 +00 +25 +50 +75 112 +00 +25 +50 +75 113 +00 +25 +50 +75 114 +00 +25 +50 +75 115 +00 +25 +50 +75 116+ +25 +50 +75 117 +OD PROJECT Nm 081016-00 Deslu\EO qr: e.xoP%Er DATE er REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET xo. PROJECT ogre 05/2e/20lo cHECaeD qr: ssovERS - FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET M.03 JIM CAD FILE, fin /z010 I -N\C P4 DRAwv er: d.De60xsR PLAN AND PROFILE CAD FILE, %: \0Y \IE \2008\ 081016 -00 \CAD \flare \081016 -00 k03.SNt CITY oFwwn CITY, IOWA O 0 Fl- IN ELEV. 0 0 0 0 0 = 665.78 0 0 TEMP. CONSTRUCTION EASEMENT 0 0 + + + _-- _- o--- - - - - -} - - - - - - - - - + TEMP, CONSTRUCTION EASEMENT 00 0 (n ct If L'i PROPOSED 16"d WATER MAIN- (REFER TO "D" SHE ETS) LL R/W B`A�L- 'w R/W R/W •• ........ w— 16- v— 16- 1— - 161, w w 16 v 1$" 16- W— 16' W— 16" W— 16- W I$- w 16- w— 1A. + w 16- w 6- wq� — --T?/ - - R w _ _ _ _ _ R/W AT2 R/W 2 R1w TI- - - - - - - - T1 - t - - - - - -- - - - - - - - - - T1 en 0 TI -1 T - - - - - - - - - - - - Ti - - - - 420TH STREET - - - 7;.. L -------- L-----L 6" SD 6" sl) V SO 6' SO V SO $ °, SO s- so — 6- SO — 6- SO 6. 6- SO -49 110- S- PROPOSED 48 "6 SANITARY SEWER TI "S" 0 (REFER TO SHEETS)- TO TI R/w R R/W R/W R/W R/W R/W M-E PROPOSED (REFER 2' WATER MAIN I M. ll� TO SHEET .1 5) S-5 B 7 If Fl- OUT V. (a - - - - - - - - - - - - - TEMP. CONS UCTION EASEMENT - - - - - - - - - — - - - - - - - - - - - - - - - - N 0 20 663.80 FEET STRt CTURE S-45, SW-50 I INTAKE 7-\ STRUC TURE S-4 3. 60" DI, SW-401 MANHOLE STRUCTURE STA. TA. 680 S-49, SW 51 INTAKE 119 -96.00. 21.50' RT. 121+85.0(. 23.50' RT, 680 STA. FORM 117+86.a(. GRADE 21,5(1�-Ii. BY. 671:. 671.32— I EBB FIT. GRACE F N = 666: -E)t -=6U - 43 PO-44 9� F 114 GRADE ELEV.4275 z 667:0) = 6 J FROPOSEO PROFILE- PL. 14 = 667.13 P-31 FL: �N = 667.125 FL; JTt 666.qD P-43 (FADE FL. 14 -667.7 P•48 FL. )UT- 665.15 P-45 BOTT 6,40 FL. CUT- 666. 3 P 4 EXV ING GROU ID BOT10M WELL- 665.45 675 BOTTOM WELL= 666.43 ROADWAY 6 75 67 0 670 �@ 30" RCP 414 30/ P -31 l RCP 2 4 LF @ P-42 P-43 0" RCP 1134 F 0.3 3!/ P-45 3$ '1 RCP 180 OF 0.332 665 ------EL FV.= 'T' iG- 1#1 665 - fW'-21 1W MAIN T I MAIN Ff - - - - - - - 7777------ - - - - - - - - PROPOSED 24" X UI,DERORAIN I1 - - - - - - - - - - - - - LI STRUCTURE S-47, Z"x126" )W-403 M(D. MANHOI E 1 lr ----- - - - - - - - - - - 660 STA, 11 -Oq.25, 4,50' RT, 660 FORM OR DE ELEV, 672.47 FIT, IN = 665.35 P 45 FIE. IN .> 664.58 P 469 z FIT. OUT= 664.53 F-47 655 BOTTOM ELL = :66 .03 L 1 - - - - - - - - - - - - - - - - - - - -- 655 PROPO$ Q 0" 1,$ SANITARY SEWER (B OTHERS) - - --- - - - - -- - - t)L G � - - - - - - - - L r . . . . . . . . - - - - - - - - - - - - - - - - - City, 10"yN 650 650 N Q' J, L6 Ui Ui Lo ur; N N w wl AIR AS) LED AD AS) AS) AD (0- A, WF W: 117+00 +25 +50 AS) w +75 118+00 +25 +50 +75 119+00 +25 +50 75 120+00 +25 +50 +75 121+00 +25 +50 +75 122 50 +75 123+00 PROJECT NO: 081016-00 DESIGNED BY: O.HDPKEY NO DATE I BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET HE" 7m PROJECT DATE, 05/28/2010 CHEMED BY: MOVERS Fot h FROM US HWY 6 EAST TO CITY LIMITS I 420TH STREET I 04 m J I Er TE777Ea CAD DATE, 6/1/2010 1r29:01 P4 DRAWL BY: J.DE904ER PLAN AND PROFILE . CAD FILE, X.\O.M\IE\2008\081016 00\CAD\PIa'\O8IOI6-D0-vK �r CITY OF IOWA CITY. IOWA — Tl — _ — _ — _ — - _ _ _ — T1 _ — — ®— _ _ — _ TI — — -39 TI — — — — - — — — R/W R/W - R/W R/W R/W R/W R/W R/W O R/W R/W R/ R/W R/W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y N I o zo FEET +50 +75 127 +00 +25 +50 00 + 00 00 DATE 0 0 of `, 0 SHEET 140. 0 0 o + + + + + + + + , N CO I` W 0' PLA ND PROFILE CAD FILE: %H \BM \IE\ 2008\ 081016 -00 \CAB \Plans \081016- DO- P.05SHT CITY Of IOWA CITY: IOWA R _ __ __ _ _________ _______ ___ ___ ___ _______ )� _— — 1p"O ATE MIN ___— _— 68 RFrPPOhSED EE Tu Ir v 18• v 18' a 18" v 18° V IV ui IB• V I4" u 18" v I4' v IB° v IB• V 1 ,a I4" V I4• v '1 NO PROPOSED 15 "f SANITARY SEWER _ R/ _(REFER TO "S" SHEETS) R/W R/W R/W - — R/W R/w T2 v ROADWAY D 3 SO 5 — Tl — _ — _ — _ — - _ _ _ — T1 _ — — ®— _ _ — _ TI — — -39 TI — — — — - — — — R/W R/W - R/W R/W R/W R/W R/W R/W O R/W R/W R/ R/W R/W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y N I o zo FEET 5 I 655 I I tat `CCk I I owl Tty,.'rwa 650 650 123 +00 +25 +50 +75 124 +00 +25 +50 +75 125 +00 +25 +50 +75 126000 +25 +50 +75 127 +00 +25 +50 + + + PR03ECT N0. 081016 00 DESIGNED 6Y, R.MOPxEY No DATE DY REVISION N"IPOON I 420TH STREET CORRIDOR IMPROVEMENTS SHEET 140. PROJECT DATE Rsne /2olo CHECKED RY: S COVERS FROM US HWY 6 EAST TO CITY LIMITS 4 TH STREET M.05 — CAD DATE 6/1/2010 1:2x:03 PM BRA" DY: d.DEOOWER PLA ND PROFILE CAD FILE: %H \BM \IE\ 2008\ 081016 -00 \CAB \Plans \081016- DO- P.05SHT CITY Of IOWA CITY: IOWA 68 68 E%I� TING GRO NO _ v ROADWAY 675 675 PROP )SED PROF ILE J II GRAD 2 " RCP - 232 LF L00' 670 670 7 6 P -42 30" RCP 414 L 0 0. 0% 232 LF L00% 11 STRUCTURE S INTAKE 665 I FO FM GRA E6 -LEV.= 67 59 _ 65 STRU TURE S-4 , SW -.510 INTAKE FL. FL. IN - 671.56 67156 P-37 P-38 II STA. 126-06.00, 21.50'' RT. O 1I FORM GRADE EL V. =. 673.}0,6 80 TOM WELL= 670.46 EL. I 668.6', o:ei I T" 3 f 'd') a -v. 66 5 I 655 I I tat `CCk I I owl Tty,.'rwa 650 650 123 +00 +25 +50 +75 124 +00 +25 +50 +75 125 +00 +25 +50 +75 126000 +25 +50 +75 127 +00 +25 +50 + + + PR03ECT N0. 081016 00 DESIGNED 6Y, R.MOPxEY No DATE DY REVISION N"IPOON 420TH STREET CORRIDOR IMPROVEMENTS SHEET 140. PROJECT DATE Rsne /2olo CHECKED RY: S COVERS FROM US HWY 6 EAST TO CITY LIMITS 4 TH STREET M.05 — CAD DATE 6/1/2010 1:2x:03 PM BRA" DY: d.DEOOWER PLA ND PROFILE CAD FILE: %H \BM \IE\ 2008\ 081016 -00 \CAB \Plans \081016- DO- P.05SHT CITY Of IOWA CITY: IOWA 0 0 0 0 00 00 0 0 0 0 0 PROPOSED 16"0 WATER MAIN _— _— (REFER TD "D" SHEETS) — - — 14' 4 18• v 16" 4 18• V 16•'.Y IV v I6" 4i : i6" v Is- v IB' 4 18' v� 16" v I6' 4 IB" 18' 18° v PROPOSED15 "0 SANITARY SEWER (REFER TO "S" ^ &ETS) R/w R/w - -- R/W R/W R/w R/w R/W ®7 5 -36 a Tv ®3 ®O - _ _ _ TZ _ T2 — _ — 8.1 —_ _ _ _ _ _ T{ 71 — _ _ _ — TS _ _ __ _ �, — — _ _ ,_._ 72 —. — — _ _ R — _ _ _ -IT _ STREET 'S5 !8" 58 6' SD 6" 68 6" SD 6 ": So 6" 6o 6" 6o 6" 6o 6 So 6 6. 50 T 1 — �.- _ — _. — _ — — — — T 1_ — _ — _ — — _ T _ P�5 — — — — _ — —/W — — — — — — — — T 1 R/W R/W R/W R/W R/W R/W R/W _.R /W _— _— _ — _— _— _-RlW -- _ _— _— 7-— _ — {1 /{�, — __ _— __ __ R/W__ _ — _ — _ — N _ I o zo FEET 690 690 EX S GROUND RO D 685 PR POSED PR FILE GRI DE 680 680 .. P -33 IS" RCP 251 8100%'— 675 1 Cp LF 1.007 75 P-37 _ le" RC 232 F e .00% STIR URE S- 5, SW -503 INTAKE I +26. 0, 21.50' RT STA 670 FOR 11 GR EV.= 68 39' STR CTURE 5- 7, SW -51 INTAKE FL. IN = 6 gg 0 P -33 A? % *1 130~86. 0, 2150' RT. STA, FL. UT= 676. P. -35 FOR GRADE S EV. 677 99 80T OM WELL .70 JUN ., � ., 010 FL. N' =:'.673.6 P-35 - 665 665 FL IjUT= 673.56 P-37 C ty t;icr 80T Ohl WELL= 613,16 .(w; city, I Asa 660 660 V) -+ O -• (D m O M 19 00 O M N to N 00 M P N P W P O O O O W ro I rA n w w Ao co NO cO ra m CO AD co 10 m m co Co Co 129 +00 +25 +50 +75 130 +00 +25 +50 +75 131 +00 +25 +50 +75 132 +00 +25 +50 +75 133 +00 +25 +50 +75 134 +00 +50 +75 135 +00 PROJECT No: 081016 -0o DESIGNED BY: s.ROPKEY No DATE Rr REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS v,EEr No. PROJECT DATE: Os /zenmo cRECxeo en ssovEas FROM US HWY 6 EASTTOCITY LIMITS 420TH STREET M.�6 - CAD DATE, snaDlo 1:29:06 PM DRAUN Or, d.oeeoeEa PLAN AND PROFILE CAD EaE: xnoMVlcvzooexDelow- oovCADVPi�,xoslols- oo_MOS.SrT CITY OF IOWA CITY, IOWA 0 0 0 0 0 0 0 o 0---- -- Ma' M - - --- d- X / >� " I I PROPOSED 16"6 WATER MAIN _— _— -_ _ / f_•' ''• +�" P/ � './ PlW I 6 — 1�° Y 14" Y 149 Y n4" V 14° Y 14' Y IV V. Is- tl IV IT 14 V / s'� : (.,.. CONSTRUCT ROCK FLUME PROPOSED I'f SAN ARY SEWER . / 10 X 14 X 2 THICK R/W (REFER TO "S" SHEET W R/W — R/W R/W R/W R/W R/W v.- :, • bh._,,,..— _,...,..w X —..,.. ,:„.. ,..X __ 0 ® ® DD�,. $D / o r / o w Y =...._ x x ®I X O " Ot1E ORE OFD OHE " D OHE OHE – _ _ — TIE �— 6Y� --�' OHE 9RE Ol �: Tc - -- — — _ — 71420TH _ _ — _ — TT — `_ T1 STREET — a '. - -... -.. — — _ — — — Tl — — — _ — _ — _ _ _ TI -� C0- 2 —© — — — TI _ _ _ — _ — _ — — -- _ — SO- _ _ _ — _— _— _ _— _— aiw _— -T1 — -RlA R/W R/W R/W R/W 8JN _ __ __ _— __- _ / CONSTRUCT FLUME I / IO 12' XR2' THICK — — -- _ R/W / R/W _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ Y FEET 690 690 X STING (/MO ROADW 685 ROFILE RADOSED 680 680 P -33 1 "RCP 2 1LF 0 1.00! 675 STRUCTURE S--13. SW -50 INTAKE 1 67 STA. 135-81.00. 21.50' 3T. FORS GRADE E EV.= 682q4 FL. FL. N = 678. UT= 678.111 1 P -32 P -33 - 3' , M 678.31 67 670 BOTT WELL= - _,A JN0i..10 665 66 .ity Cicrc 660 660 t0 lD (O Q' O O If1 N W t0 !7 N N N N O (h N N W O M If1 r P O O N OCT N DO OJ W DO OO W DO N OJ W W DO CO W W �O W OJ (TO (TO lD (O _ (p (D w N N w _ N �O N l0 w +75 N �O 139 +00 +25 +50 +75 140 +00 +25 +50 +75 141 +00 135 +00 +25 +50 +75 136 +00 +25 +50 +75 137 +00 +25 +50 +75 138 +00 +25 +50 PROJECT rm: 081016-00 DESIGNED BY: B.HOPxEY w I DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET r:0. PROJECT DATE: 05/28/2010 CHECKED BY: MOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET M.�% CAD DATE: 6/l/2010 1:2"8 PM DRAWN BY: d.DE80Wea STORM SEWER PLAN & PROFILE CAD Jar:: x,ADHVEN2008A 081016- OO\CADAPIenA\O8I016- OOVO7.SHT CITY OF IOWA CITY, IOWA 0 ] 0 1 0 10 Ilio 140 1 0 120 l 0 l Go 90 80 70 60 50 40 30 20 1 D 1 13 20 30 40 50 6 0 70 80 910 l 0 1 0 1 680 GRn 67 Lc_— -__ , .0% 2.02 �. _L. 673:0.....— 670 ._ I ''. EL V.= 665J9 ATER -MAIN ROP 43 LF @ 1.00% O TRUCTURE S -I,j SW- 10 INTAK SI RUCT -2. SW-5 0 INTAKE TA, 103+ 8.00', 21. 0' LT. 51 1 1 IV FIT. 66n FORM GRAD-. = FIRM GRADE LEV.= 6 2.82 L. OUT= 67.82 P- ! FL. IN = 66.. 9 ':P -1 I_.. OTTOM. WELL= ..667.3 ___F ..OUT = -6 7.2. P -2 8 iTOM WEL = 6 .79 00+88.00 671.67 2.01 4L 670 A by C7n .5 669.5 5 ,; _ RCP 6 LF. @ 1.00% -- _ P -5 18' RCF RCP FE t S AU 100 +8 TOO. 'J4.1 _g Q 660 b 29 LF @ 0.5 % F OUT= 6164.95 P 4 Arl -' a ST UCTU -4, SW -5 0 INTAKE ST UCTURE -5, $W-510 INTAKE 9 y ST , I +88 00, 21,5 ' LT; -: ST , 100 +88 00, 35.5 ' FIT; - JUN✓ 2 ��1� FO M RAGE ELEV.- 1.24 - r FO '.30 0.96 FL T= 66i.86 4 P -4 FL INGRADE IN = 665.30 P-3 P -3 80 OM'. WEL = 665.36 FL IN = 665.30 P -4 - 'it (:Icrl: _ — : FL OUT= 66.0 P- - - .G14.1 tif, 1:1';10 00 TOM: WEL = 664.60 1 0 l 0 1:10 l 0 1 0 l 0 90 80 0 60 5 40 3�0 20 10 10 20 30 40 50 6 70 80 90 1 0 1 0 1:10 130 1 0 1 0 PROJECT NO: 681016 -00 68s1ONE6 8Y: 8.x6PNEV N6 DATE ar_ _ REvI$ION DESCRIPTION 71 420TH STREET CORRIDOR IMPROVEMENTS SPED T ero. CAD DAi GATE: CAD 6ATE 65 /z6nom cxecrED er: D'. DR BY: ssovERS JAEfiOVER FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M O$ fi /1/2010 L29:11 PM _ CROSS- SECTIONS CAD FILE: % iADFn IE\2DD8\Oslols- ooACAOVPia,�Ax :C"D r.68.$xr CITY OF IOWA CITY. IOWA 4 710 910 110 1 0 1; 10 ] 0 11 0 1 0 10 10 10 10 l 0 1 0 90 8�0 0 60 50 4 30 20 l0 ]0 2I 30 5 610 8� _68 .48 F375 675 6]4.32. ' —20i. 2. _ 2.0%' 4 2X - -- — ELEV._= 666 69 - 0' 670. _ :. HATER M IN� STRUC URE S -2 SW -510 INTAKE I STA. 08 +84.00 21.50' - _ , _E6fl. _ -: FORM RAGE ELEV. - 673.0 5 FL. 1 = 669.0 P-21 -- - - STRUCTU E -5 +22, W^510 -1 AKE.- o FL. I =. 669.0 P- 22 1 ... ° STA. 108-84.00, 1.50' LT. w FL. 0'T= 668.8 P -23 _ FORM GRADE ELEV. 673.05 BOTTO WELL= 68.32 - T- - BOTTOM ELL- 661.95 - 689 w ° __ + _ 80. 67 4 674.7. C 7Il_ — . „RCP 43:LF a :'1.00' ELEV.= 66 .49 t0 WATER ;' AIN�U I TURE S 1, SW -50 INTAKE $ " 'N r2O . 107 +29.0 21 -.50' L 1i .crF, GRADE E EV. 2673. 5 7. STRUCT RE 5-20. SW-508 I TA L. N = 669. 2 P 20 y �� n�o tl STA. 17 +29.00, 21.50' -LT . T UTS .669.2 M WELL= P 2L_.. 669.32 A FORM GRADE ELE .= 673.9 - : BOTTOP WELL= 66q.85 city, towai 10 ] 0 1 0 t 0 10 l 0 40 80 0 60 50 40 3!0 2'0 10 1 20 30 40 5 60 70 80 90 110 l 0 l 0 l 0 1 0 l 0 PROJECT HO: 081016-00 DESIGNED BY, B.HOPREY __ 420TH STREET CORRIDOR IMPROVEMENTS SHEET LU. NO DATE BY eEVI510H DE3Ce1PTIDN�� PROJECT DATE. CAD DATE, 05/28/2010 61112010 CHEC4EC BY, D,RAF'N BY, s.SUERS FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M.09 1:2943 PM CAD FILE, .J.DEBOWER %: \OM \iE \2008 \081016 -00 \CAD \Plans \xs_420tASiS_Y.OB.SNT CITY OF IOWA CITY, IOWA CROSS- SECTIONS YO 70 40 l 0 l40 ] 0 1 0 l 0 1@0 90 80 60 50 41 30 20 l0 I 1 10 20 30 4 SO 60 80 l 0 1 0 1 0 10 l 0 1 0 (389 C89 ° 680 Pm +27.40 .6Q 675 p 47. 4% 12L ' 6 I „RCP 43 LF B ' — _ .6 p ,g _ _ _ —._ -- __ _670. LEY. '666.40 - WATER MA I ° STRUCTURE S -27, S 510 INT ''. - - NTAK l` iTA. 111+27.40. 0' RT. STA. III +27.4 21.50' T. ry I EV21. - FORM GRADE EL , V.= 674. 7 ° m L. IN = 69.78 P- FLt =870.1 P -25 -- T` 0.... L OUT= 69.68 P-;7 j FL. 0 T= 670.0 P -26 °' OTTOM W LL 669, 8 cGn _ BOTTOM WELL= 369.56 Gro 7 .69 — — — — —_ z.oz z.o z.oz :... s _.. 67.0 \ LEV.d 668. o =�p- '24" CP 40 LF t e 050'/.'. 16 0 ._ WATER MA N�.... . 66]. — — i STR CTURE 9 24 -IN RCP FE _ STRUCTUR S -28, 6)" DIA. S11-401 MA I, HOLE STA 109 *45. 72,50' RT. ° STA, 109 45.72, 2 .50' RT,.,., - FL. OUT= 667 94 -28 RLM . ,..,. _,.. _ FL 667:91 tt i' § t (.. LL FL N 7 6 J 560.. NE4668.548P — rrn BOTTOM ELL= 66764 ° - : JUN., . S/ - O l 0 101 l 0 l 0 1 0 1ffl0 '40 80 60 50 40 30 2 10 l0 20 30 43 5 63 73 80 90 11 10 l 0 10 l 0 l 0 l 0 PROJECT NO: 081016-00 DESIOhED BY: 8.HOIIEY 420TH STREET CORRIDOR IMPROVEMENTS SHEET HO. NO DATE BY REVISION DESCRIPTION PROJECT DATE. 05]28]2010 CH .... Br: s....ERS STORM SEWER CAD DATE: 6]vz0m I:zlaa PH oRAUN Br: J.DEeovER FROM US HWY 6 EAST TO CITY LIMITS M ,� O CAD ERE: xnD.x\IC\2008t 081016- 00ACAOtPt.:,\.: 4zansrs.RDasHT CITY OF IOWA CITY, IOWA CROSS- SECTIONS 90 70 410 510 6D YO 8D 910 DO 0 1 0 120 1 0 1 0 V 0 140 ( 0 l 0 l 0 1 1 0 810 60 510 40 310 21'0 10 l 210 310 150 679 672.26 675 42 . 2.o %.01 2.0.2.01 . 670 A -4 5" RCP 43'. LF 1.00 .0 ....667.7 STRUCTU E 5-48 W -510 INTAKE I� - _ STA. 11 +86.00, 1.50' LT. STRUCTURE S-4 , SW 510 INTAK FORM GR OE ELEV. 671.82 I I STA, 17 +86.00 21.50' RI FL. OUT BOTTOM 668.22 2 ELL= 66 48 I i FOR i RADE EI VP v P-49 18" RCP SYRUCT RE $ -50, 48 "x18' TEE 6co .72 = 3671.8 6 LF ¢ 1.0 % TA. 1 7 +91.18 32.01' R FL. 0'T- 666.9 P-49 M (BADE I ELE = 672.7 ILL BOTT04 WELL= 666 FL. IN 664.37 P -46q ry o .43 FL. 666.82 P 749 FL. 0 664.37 P -50 BOTTO ELL= N A 655 674.05 4 2% - 671.2 '- STRU TUBE'S-31). SV -508 INTAKE) S RUCTURE -31, SW- 08 INTA E - i t' - + 215.4_ I, -__ _ __, S A. 1'.15 «7 .00 2I. 0' RT. ;: - FORM GRADE EL V.= 673. 3 ^I a F RM GRAD ELEV.= 73.63 - •� % PL. 0 T= 669.7 P-30 ° F . IN = 6E9.27 P -3 _..... _. BOTTOM WELL= 69.20... ) 15 F .. OUT a_ 669.17 P,3 JU 1 �l1 B TTOM WEL L= 668.6 City, is +a l0 t 0 l 0 l 0 1 0 110 90 80 0 60 50 4 3,1 0 20 10 40 20 3 40 50 6 70 8 9 0 1 0 ] 0 10 130 1 0 150 PROJECT NO: 081016 -00 BESILNEO BY, B.HOPHEY 420TH STREET CORRIDOR IMPROVEMENTS SHEET 00. NO DATE BY REVISION DESCRIPTIO4 PROJECT DATE, 05/28/2010 THE CxEO BY: s COVERS STORM SEWER cn0 OnrE: 61112010 1:29:16 P4 DRAWN Br: d.DesOwEe - FROM US HWY 6 EAST TO CITY LIMITS M.11 CAD FILE, %. \04 \IE\ 2008 \081016-00 \CAD \Plans \x5420NSTS.M08.51R CITY OF IOWA CITY, IOWA CROSS-SECTIONS 1 0 ld0 10 11.10 l 0 1100 90 80 0 60 0 40 3'0 20 10 1 10 20 30 40 50 E 0 70 80 90 1@0 l 0 120 130 l 0 150 1iZ 2.0% _ 5 A-1 STRUCT RE 5 -40, 18-IN. RP FES Bi 2.6 670 -ELEV–z!Bfi FL. IN = 671.57 P-40 WATER t6IN , P-40\ '18•' CP 11 .UO' FL. 72.00. 2 LF @_7. 5% I 665 TRUOTUR 5 -4.1, S -510 INT KE _ _ TA. ''. 126 06.00, 21.50' LT. pO P, ST 126 +06 00, 21.5 ' RT; o — ORM.GRACE ELEV.= 673.66 LLn I FO M GRADE ELEV.= 6.3. 66! L. IN = 69.57.. P- 0 - .i. FL iN''- 66 :64 P °39 - 69.4668. FL IN k 66 .04 P -41 OTTOM W 7 - FL OUT= 66 .24 P -42 67 .68. 675 679 4/. % 2.0% 2.0% 2.02: y 7p- A ,� II 44 5" RCP 43 LF 0 :1 \00 ._. 669 666.6 TA. 119 960Q, 21 50' LT, I STRU TURE S 4 SW -508 INTAKE - - ORM GRADE L. OUT ELEV:= 67.78 P- 673.25 - 4 STA. 119 +96.0 21150" T " " " -- �p, R 'C9-2 , - 661.32 - ;' d_l. ' -, OTTOM W ='.667.8 ro FORM GRADE E EV.= 673. 5 PCP .� J CFO LL o F -4 J, r4 CFO n w FL. I q = 667.3 P-44 0� BOTTM WELL- 665.45..... li0 l 0 l 0 l 0 l 0 li0 90 80 70 6'0 '0 40 30 20 10 10 20 3'0 4 5, 60 8 90 100 1 0 110 ] 0 ] 0 l 0 PROJECT NO: 061016-00 DESIGNED BY: B.HOPKEY DATE BY REVISION DESCRIPTION SHEET NO. — 420TH STREET CORRIDOR IMPROVEMENTS PROJECT DATE, 0528220/0 CHECKED BY, S.SOVERS STORM SEWER CAD DATE, 62v2010 L29a18 PH DRAVN BY: J.N80WER f FROM US HWY 6 EAST TO CITY LIMITS TIM.12 cn0 FILE: %: \D4\IE \2008 \0 810 16-00 \CAD \Plans \xz_420N6iS- NOB.SHT CITY Of IOWA CITY, IOWA CROSS - SECTION$ 1 0 1110 ] 0 ] 0 1 0 1110 90 80 70 60 0 40 30 20 10 11 10 20 30 40 50 60 70 80 90 100 1 0 ] 0 130 10 ] 0 33+ 26 0 68C �22 - U>.` / - .._ 682. 4'/. 71 1` 29Y 2.0% 2.0% 2.0%. 1i 6 1.8 FF .84. 5....RCP 43!.Lp _.. e.1.00', -- STRUCTURE -34, SW- OB INTAK v ST . 133 +26 00, 21.5(' LT. a o a w � STR CTURE- S, SW-5(8 ..INTAKE. ° a - " - " "' FORM GRADE ELEV. ='6E 0.39; STA 133-26. 21.50' RT. - FL OUT= 67 .73 P -34 : FOR GRADE L V.= 68 .39 FL. IN = 676.i3O P 4 FL. OUT-! 676 20 P -_ B0T OM WELL 675.70 8 67 .42___ 4/ X29%- 2.0% - _ - - - -- - - - _ 2.0% 2.0? 79.0' 678.4 T CP TRUCTURE S -36. SW 510, INT E I ST UCTURE -37, SW- 7. 1 AK 670 TA. 130-:16.00. 21. 0' LT. ST 130-8E.00 21.5 ' -- ORM IGRAD ELEV.= 377.99 o m FO P WADE L V.= 6 7 4 - - L. OUT= 74.39 P- 6 n LLo FL IN '= 671.86 P -35 - OTTOM. W LL= ..673.9 FL IN !a. 67.% Pc3 FL OUT= 67 .66 'P- :. -. BOTTOM'. WEL = 67g/16 68n G7( OID .02 680 >A 75.0 5" RCP 43'LF.... @:'1'.00:, I. 670 TU-TNTAKI ST 128 +46 00. 21.5 ' LT. I. FO M -GRADE ELEV. = .6 5,59 FL OUT= 671.99 P-38 : STRUCTURE 5 39, SW -510 INTAK o Rid BO FTOM -. WELL 671.49 ° n T m ST, • 128 +46 00, 21.5V RT. _ FL IN = 671.34 P -37 : - j JN -_ l ` 10 �... L.. FL IN =_.67 .56. P..38. ._ FL. OUT- 670,q6 P -39 - BO TOM WELL= 670.46 1 0 1 0 1 0 10 1 0 too 90 80 60 5.0 40 30 20 10 10 20 '0 40 50 60 80 90 10 l 0 1 0 1 0 1 0 1 0 PROJECT Rm 081016 -08 DESMED BY. B.ROP3EY no ogre er REVISION DESCRIPTIN 420TH STREET CORRIDOR IMPROVEMENTS snEEr no. PROJECT DATE: 05 /28/2010 CeECKED BY: ssov Rs FROM US HWY 8 EAST TO CITY LIMITS STORM SEWER M.13 CAB GATE: 61112010 1:29:20 PY BRAk:V BY: JAEBBAER CROSS- SECTIONS CAB FILE: CITYOFIOWACITY, IOWA ISO 140 l 0 120 1 0 ] 0 0 80 0 co 0 40 20 Z D to 1 10 20 30 40 50 60 70 83 RO too 1 0 10 130 1110 ] 0 672.97 6 7i - - 670 ] .6 _._ _. E %ISTIN 6" HOP TILE,__ __ — 011 _ STRU TURE S- D, SW -50 INTAKE -10 15' RCP. STA. 1103-28.00, 14.00' LT. 35 LF 0 .007 - 'iRUCTUR S-1:1: -SI -508 "INT KE FORM GRADE El EV. :673.111 FL BUT= 666. 9 P -'10 TA. 110 +28.00, 21.28': FIT. Gcn -- OTT M WELL= _66589 L. IN = _ 66.20 EX ST. 6" H PE '', -6 :L. IN = 66.OA P- 0 L.O,UT =- 65.9,4. P -11 _ OTTOM W LL= !665.4 ERIEY E iIST. FL Gqn 38+ .5 9 68 ,69 -. 684.0 _ -60 I "RCP 46 iLF 0 0.50' - TRUCTURE S-60. SW 508 INTA E I S UCTURE -61,'9W- OB INTAK - - TA. 138+i2.50. 21. O' LT. ST 138+72 50, 21.5 ' FIT. r79 ftM GRAD ELFV.= 84,25 F . A = 4 OTTOM WE L= 680.1 " 'a FL IN 68 .4l P -60 - -o FL OUT- 68 .33 P -6l !+80 TOM :W 1 a 679.83 gqo 6 8 .37 - -_ _ ..683.4 :..._. — 667:9.... '., 8. p- 15" Rep 43 LF STRUCTU E 5-32, W-508 IN AK - STA: 13 +81.00 2.50'. LT. o STRUCTURE S-33, W-508 IN AKE -'/ " FORM GR OE ELEV. bU2.94 STA; 13 x81.00, 21.50' RT. qo�o FL. OUT= 679;34 P-32 FORM GR DE ELEV. 682.94 \111,1,,, VIV G BOTTOM WELL= 678 84 FL. IN = 678.91 11,32 FL. '.OUT= 678.81 -33 I - BOTTOM iELLm 67E.31 ( "I ' CI.Tk OW�t Joy OWL I! io 1 0 10 10 1 0 110 0 8'0 '0 0 4 30 0 l0 1 10 20 30 40 0 6�0 0 80 RO 1 0 l 0 1 0 1 0 10 1 0 PROJECT RO, 061016 -00 DESicvca er: e.uaazer N 420TH STREET CORRIDOR IMPROVEMENTS s6EEr ro. no eerE BY PROJECT DATE 05/28/20/0 cuICKEO D" NOVERS FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M.14 CAD GATE 6/1/20 t0 !29:21 PH OR BY: J.OE60bER CROSS - SECTIONS CAD FILE: %: \D4 \IE \2008 \061016- 00 \CAO \Plans \ss_420tM1ST6- 408.SHr 1 CITY OF CITY,IOWA 0 10 10 1 0 l 0 Ilio 1 0 ] 0 120 1 0 1 0 % 80 0 60 S0 40 '0 2D 10 10 2'0 30 43 53 60 73 8'D 90 10 1 c8n 122+33 680 -6 — — 2 /. .__. .... �' / STA _.12 +35:26- 7JB'RT._. TA 62 3'LT EL 16 V.= 669.42 k12" :, 12.2 : 0 J. P U 67n 12" 0 J .79 WA ER MAIN OSS E -V.= 69.36 LEVi= 661.27 12 "R DIP C151 CIL S 5 WA E MA N _ ,... _B A 2.45 .5 2.3 'RT ... JO 666.83 CP. _. 8 2 .5 BE 0 STO UK S 22 +3 .66 46.: 'RT' .Jq 2 ,, .J. 22. BE D E . F 662.02... :... T 22+ 8 4_ T ... .. :CY-2 RCP' 2 ID h.J. 2.5 VER BE JO TA: 2 r 35'RT U OERORAIN 660 EL V.= 664.0 12:0 1 J. 22.5 ER BE — LEV.= 6 4.50 130 LP Of 12 "ID ESTRA IN 0 JOINT WATER MAI - �, - 65212 JUN 201 __ AN. SEWER ,n w I L1t9,'Iowa 1 0 1 0 1 0 1 0 1 0 1 0 0 80 0 60 50 4 3D 20 l0 1 2D 30 4 50 60 0 80 90 111 1 0 120 130 1 0 1 0 PROJECT NO: OST016-00 OESI6NEO Bv: B.ROPZEr �] 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. ND DATE Br REVISION DESCRIPTION PROJECT DATE. 05/2812010 %ze:23 CBED'EO Br: SsavERl I I FROM US HWY 6 EAST TO CITY LIMITS WATER MAIN M.15 CAD DATE: snl2oto PH Denev ev: J.DeeeuER CROSS- SECTIONS CAD FILE: x:NDRVEN2DBN 081016- OONCAONPl�, \A sszawsTS- roesrrt j I I CITY OF IOWA CITY. 6]0 11 _ _ _ _ — — - + _. _ 670 -_ _- ,� _. , ,:�., -- _. -. N __ -_ 0 - _ —0 1 _f ] - -. so - ,� �O - - - -- �� _ ���� 665.F2• _ _- -_ + i :.. __ O O _ _ LQ _ „r -_ - - 665 - __ D) _- ct.4 _ _ _ O -_. •il _ U�0' �G � 691 _ _- -_-J �/ _ 66 x - ------ - ------- I x � III - OHE__ � HE R /HOHE ORE. R i .r /a+ORc _� 8" DRAINAGE SHALE o�iEo..E,. ] x - - x. x � - = R>uon. x x —x� x �N x x _ ` . __ J ' -�. 51 ` —x p PROPOSED 48"d SANITARY SEWER` - � � 1J - - S99- / 411 SIOESLOPES KID � '___- " (REFER TO "S" SHEETS) � / _ 2 40' PERMANENT SANITARY AND RY AND 'STOg_h7__ -- -____ SEWER EASEMENT - - - -- - -_ _ . - R TION — — — _ — _ EM'C _ EASEMENT _ — — — _ _ _ — /� /G 7-T >_ i 0 20 FEET 665 E% STING ORd JND - 665 PR EC @ YC PIP GRADE' (MAINTAI I' OVER ABOVE PI E) 660 660 P 217 2 "RCP 3 LF @ 0.2% P -211 24' HOPE 423 LF 655 0o2% 655 STRUCTU E S -213 24 -IN R PFES STRU>TURE S- 12. 48" SW- 01 STA. 50 0.00' RT 503 +86. 3. 0.00 R FL OUT: GTA. 650 650 BEGIN 8 E SWALE M F1 := .4 FL II = 656. 4 FL D T =.656. 3 BOTT M WELL= 655.73 645 rF4�" so 645 STA: 5 0 +20.000 ER 4 7;_Q K/ F L OUT 655.50 END. B' DRAINAGE SHALE 640 640 City 1 Lrk 7ovviTX . , lu'R 635 635 _... 500 +00 +25 +50 +75 501 +00 +25 +50 +75 502 +00 +25 +50 +75 503 +00 +25 +50 +75 504 +00 +25 +50 +75 505 +00 +25 +50 +75 506 +00 PROJECT N0: 081016 -00 DESI6.\EO BY: B.HOPSEY PROJECT BATE: 05/28/2010 Cx6cx6o Br: ssOVERS HO DATE BY REVISION DESCRIPTOR 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS UNDERDRAIN SHEET 1:0. M.16 CAD DATE. 61112010 1:24:2] PH 09A6 ^I Br: J.DE60x£R _ CAD FILE: %. \DM \IE \2008 \081016 -00 \CAD \Plans \081016 -OO.M I6.SHi CITY OF IOWA CITY. IOWA STORM SEWER LAYOUT SHEETS \ \ —® • RROPOSE0 48 d SANITARY SEWER _ry 9 a — \.\ CON EASEMENT TEMP. STRUCTION E — OLD i t INA- S -211 — 4l } 3 675 675 EX{STPI P F GROUND - - 670 670 665 665 660 660 _ P -209 24" WPE 291 LF P -211 24" HOPE 23 LF E 0 .227. P -210 24" INC 188 LF @ 0. % 655 STRU TURE S-210, 48" DIA. SW- 01 655 10 42" ST EE- CASING PIPE O+p •00 C508 oRT SW 401 FLMI LEV6576 7•P-210 g y +13.36. 0400 GTA R1M ELEV.— 66.45 TA 7 42 TA �.509t FL T 657. 7P -21I -p �-% 650 L" 4 EGIN 42 57.2 STEEL - ASING PIE END $ 42" STEEL CASIN PIPE- 650 FL FL N = 657.09 UT= 657.08 P -211 P-212 BCH1 656. UN V 2010 - 80T OM WELL — 656.58 t" City C ck 645 645 1 �..... , 506 +00 +25 +50 +75 507 +00 +25 +50 +75 508 +00 +25 +50 +75 509 +00 +25 +50 +75 510 +00 +25 +50 +75 511 +00 +25 +50 +75 5I2 +00 DESIGNED PROJECT N0. oe�ms -oa oes10.E0 ew a.00PKEV no DAre av REnsiON DESCre1Pr1RN 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO, PROJECT DATE. 05/28/2010 BY: s.sovERS FROM US HWY EAST TO CITY LIMITS UNOERDRAIN M.1 7 cn0 DATE: s /vzma 129:29 PH DRAWN sr: d.oEeauea STORM SEWER LAYOUT SHEETS CAD FILE: X, \04 \IEN2008\ 081016- 00\CAn\Pia" :\081016 -00_NI7.SNr CIttOFIOWA CITY, IOWA F PROJECT NO, 081016-00 RESIGNED BY: B.HOPREY PROJECT DATE: 05/28/2010 CHECKED BY: MOVERS CAD DATE: 6iv2010 I:z9a4 PH DRAWN BYi d.UE804ER cTOEUE x, xomlEazooeaoeml6- ooxcaoAPin�a0am16 -oU Hwser 599 659.11 o 0 \ 0 O O O+ O+ / n7m— o° -- -. IL In FL OUT oov.:+ 659.74 A x 1.0 lP Lr) - In L0 599 `lb /�♦ FL OUT 659.10 -208 _ _ — — — —TEMP— C TFllCIlO N—E PIEUT _ _ _ — — — _ — _ — _ -- _ — — — _ — � WELL= 653.24 :. a, 1yI A d T :BOTTOM EET0 �HESftY SEWER RFR � S SET) — - PROJECT NO, 081016-00 RESIGNED BY: B.HOPREY PROJECT DATE: 05/28/2010 CHECKED BY: MOVERS CAD DATE: 6iv2010 I:z9a4 PH DRAWN BYi d.UE804ER cTOEUE x, xomlEazooeaoeml6- ooxcaoAPin�a0am16 -oU Hwser FL IN 659.11 -207 420TH STREET CORRIDORIMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA C1tt,IOWA UNDERDRAIN STORM SEWER LAYOUT SHEETS HEET A0. M.19 n7m— -- -. IL In FL OUT oov.:+ 659.74 cyo 2073``' FL OUT 659.10 -208 BOTTOM WELL= 653.24 :. A d :BOTTOM fIELL : = -.6 8.60. : 650 650 UN 1 010 0 V C crk 645 PROJECT NO, 081016-00 RESIGNED BY: B.HOPREY PROJECT DATE: 05/28/2010 CHECKED BY: MOVERS CAD DATE: 6iv2010 I:z9a4 PH DRAWN BYi d.UE804ER cTOEUE x, xomlEazooeaoeml6- ooxcaoAPin�a0am16 -oU Hwser REVI $IM DESCRIPTION 420TH STREET CORRIDORIMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA C1tt,IOWA UNDERDRAIN STORM SEWER LAYOUT SHEETS HEET A0. M.19 n7m— -- -. I / ' o o i IV V +I6 V � i 016" � L11 TI I P -2 00 +jc J PROPOSED I2 "d ( REFER TO SHEET T M. M.'. ------ TEMP. CONSTRUCTION EASEMENT _ _ _ _ _ _ _ _ _ _ / I i LL ro V + I6" V ��,. 6" V 16• v IV V - ._.,v, R/H L R/W T- _ -- _ _ - -TY -_ - -- / - I \ � 1 I i i i PROPOS 0 GROUN @l PI E B% STING I GR UND 668 GW TER MAI P -205 24" RCP 4 L R/N -- N / R/w — TI .0 —------- r I I ; I 3 N 0 20 tt FEET 655 DESIGNER BY: B,HOPNEY STA. RIM 524 +42. LEV.= 6 1. 0.00' 3.77 FIT 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT RATE: 05/28/2010 CHECeED Br: ssarERS FG ELEV.= .674182. _ A91.94 P-203 - UNDERDRAIN I M.20 655 CAR OATS: 61112010 1:29:06 PH DBAUN er: FL ICJ = 660. 6 P -205 STORM SEWER LAYOUT SHEETS CAR FILE. x :ADm1E\2DRBrReIDI6- 00\CA0rPI.NN 1016- 00- M2S.SW FL I = 661.9 P -204 CITY OF IOWA CITY, IOWA FL OUT 660. 4 P -206 FL Ot T= 661.83 P -205 BOTi M WELL 660.14 BOTT M WELL 661.38 FL 652.24 - _dl" P il { ,� '.EXI SAN T, 48" SEWER ,, rs r�-+' 650 650 J 1 6 ' '1010 645 PROJECT M 081016-00 DESIGNER BY: B,HOPNEY kR DATE BY REVISION DESCRIPTIOY — 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT RATE: 05/28/2010 CHECeED Br: ssarERS FROM US HWY 6 EAST TO CITY LIMITS UNDERDRAIN I M.20 CAR OATS: 61112010 1:29:06 PH DBAUN er: J.DBeOxER STORM SEWER LAYOUT SHEETS CAR FILE. x :ADm1E\2DRBrReIDI6- 00\CA0rPI.NN 1016- 00- M2S.SW CITY OF IOWA CITY, IOWA o 0 I �� 0 0 s g 1, NI 1 I IN r � J >r✓� V _ i IB' 161 + U� 0 V _ 1 ICI � — f= _ — _ — — _ _ — — i FUTURE ROAD 1 I FUTURE ROAD v, �� - -- — � �- � p R/H I L ! 77: I — P/ _ P/L P/L _. T P/L P/L - Y\ - - - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - - _ _ - _ 1 11 Ii I N 7 1 r�. _ 0 F� STRUCTURE S -204. 18" RCP PLUG\ STA. 123 +23.73. 75.88 RT (420TH STREET) FL OUT= 662.06 P -204 / PROPOSED @ PIPE GROUND 675 675 670 - E% STI @ PI GROUND E 670 3LL 6" WE` 32 0 8„ JI ATE MAIN 665 STORM SE JER – 665 P-203 24" REP 104 LF @-0.2. 660 660 STRU TURE S -2 5. 60" 'IA. SW– 01 STRUCTURE 5 -20 STA. 29 +63.03 24" R (P PLUG 0.00 T $TA. 528 +56.5. FG E EV.= 674.82 0.00 FIT FL OUT-- 662.10 P -203 655 655 – –2O – FL It = 661.9 FL 0 T= .661.8 P -204 P -205 t�LX;T. - 652.24 s BOTTOM WELL 661 .38 48" ' 650 650 SAN SEWER y A 010 ci Y- -'r 645 645 +75 529 +00 +25 +50 +75 530 +00 +25 +50 +75 531 +00 +25 +50 +75 5 +25 +50 +75 533 +00 PROJECT NOS 0810)6 -00 DESIGNER Br: B.HOPREr NO DATE BY REVISION DE"IPTION 420TH STREET CORRIDOR IMPROVEMENTS sheer no. PROJECT DATE: Ov28 /zmD CHE cHECZeO er: S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS UNDERORAIN M.21 CAD DATE: CAR FILE: sn/zow ):2a:8a PH Br, J.DSeoxEa X�\O�a\IE\2R08\08rms- RO\CAD\Pian.\o810IS- DO- n2I.SHr CITY OF IOWA CITY, IOWA STORM SEWER LAYOUT SHEETS LOG OF BORING NO. SB —I Pace 1 of 1 CUENi ENGINEER Folh In /restructure and Environment, LLC Foth Infrastructure an Environment, LLC SITE East of Sioux Avenue PROJECT Iowa City, Iowa Proposed Sanitary Sewer tension SHEET SO. _ PROJECT BATE. 05/28 /2010 CHECKED BY, MOVERS CAD DATE, 6/1/2010 1:32:10 Pit DRAWN BY: d.OEBOwER 'P"' SAMPLES TESTS SOIL BORING LOG ESTS Q:o1 GAO FILE: XMM \IE \2006\ 081016- 00 \CAO \P1e \08I016-00.00I.SHT I DESCRIPTION I DESCRIPTION CITY OF IOWA CITY, IOWA o s _ _ U Approx. SIG, XX +XX.XX - XX.XX' LT It w o g r, Approx. Surface Elevation.: 658.5 ff p ca ai A rox. Surface Elevation.: 659.5 ft — 12' Topsoil PA \ \ „ 1 657.5 LEAN TO FAT CLAY TRACE SAND PA L CI 1 ST 5 L/C I I ST 16 29 95 3540 Gray and Brown Mottled, Stiff TRACE SAND 3 655.5 L/C F2 ST 6 32 SILTY CLAY TRACE SAND L/M 2 ST 24 17 109 3570 45 Dark Gray, Stiff 654 ' 5 PA SILTY FINE TO MEDIUM SAND 6 653.5 L/C 13 ST 9 16 Gray 652.5 SM CL 3 ST 12 18 112 7730 23 S 4240 LEAN TO FAT C TRACE SAND Y CL 4 ST 16 L /C1 18 111 7550 26 98 3190 Gray Brown an Dark Brown, t0 \ Very Stiff to tiff PA SANDY LEAN CLAY TRACE GRAVEL IB PA WITH OCCASIONAL SAND SEAMS 4 12 647.5 Cray Brawn, Medium Stiff to Very Stiff N LEAN CLAY TRACE GRAVEL 1111TH CASIONAL SAND SEAMS CL 5 In 17 16 116 2630 14 Gray, 5 f 645.5 SM L S 5 SS 18 6 26 1500* s 15-- PA PA SILTY FINE TO M IBM SAND I9 639.5 Gray and Brown, L ose CL SM 6 SS 14 4 22 22 1500* SILTY FINE TO MEDIUM SAND 20 Brown, Laose 636.5 20 SM 6 SS 15 7 22 20 639.5 20 BOTTOM OF BORING BOTTOM OF BORING 8 s a The sirahlicatian lines represent the approximate boundary lines *Calibrated Hand Penetrometer between soli and rock types: in -situ, the transition may be gradual. °CME 140H SPT automatic hamm a WATER LEVEL OBSERVATIONS, if BORING STARTED 5-1/09 o WL 4 12 WS IT g qg BORING COMPLETED 5 1 -09 '3 between loll end rock types: in -situ, the transition may be gradual. **CME 140H SPT automatic hammer e WATER LEVEL OBSERVATIONS, it BORING STARTED 5 -1 -09 c WL ?z 12 WS IT 8 AB BORING COMPLETED -1 -09 y WL 4. 1-' RIG 83E FOREMAN Bit o WL Q Q RIG 83E FOREMAN RH o WL APPROVED TWS I JOB # 06 95604,03 LOG OF BORING N0, SB -2 Pa e I of 1 CLIENT Foth infraslruclure and Environment, LLC ENGINEER Foth Infrastruclu.,' nd Environment, LLC SITE East of Sioux Avenue PROJECT Iowa City, Iowa Propg Sanitary Sewer Extension / J SHEET SO. _ PROJECT BATE. 05/28 /2010 CHECKED BY, MOVERS CAD DATE, 6/1/2010 1:32:10 Pit DRAWN BY: d.OEBOwER 'P"' TESTS SOIL BORING LOG Q:o1 GAO FILE: XMM \IE \2006\ 081016- 00 \CAO \P1e \08I016-00.00I.SHT I DESCRIPTION I I CITY OF IOWA CITY, IOWA - s T�n- i It Approx. Stu. XX +XX.XX - XX.XX' LT A rox. Surface Elevation.: 659.5 ft \ \ PA L CI 1 ST 5 31 80 1830 LEAN TO FAT CLAY WITH ORGANICS TRACE SAND L/C F2 ST 6 32 85 1900 5 PA 6 653.5 L/C 13 ST 9 23 102 4240 LEAN TO FAT C TRACE SAND Y L /C1 4 ST 8 26 98 3190 Gray Brown an Dark Brown, \ Very Stiff to tiff IB PA 12 647.5 N LEAN CLAY TRACE GRAVEL 1111TH CASIONAL SAND SEAMS CL 5 ST 17 16 116 2630 14 Gray, 5 f 645.5 SM 18 15-- PA SILTY FINE TO M IBM SAND Gray and Brown, L ose SM 6 SS 15 7 22 20 639.5 20 BOTTOM OF BORING s The slralificallon lines represent the approximate boundary lines *Calibrated Hand Penetrometer '3 between loll end rock types: in -situ, the transition may be gradual. **CME 140H SPT automatic hammer e WATER LEVEL OBSERVATIONS, it BORING STARTED 5 -1 -09 c WL ?z 12 WS IT 8 AB BORING COMPLETED -1 -09 y WL 4. 1-' RIG 83E FOREMAN Bit WL APPROVED TWS JOB # 06095604, $ x0- 2010 PROJECT No: 08101600 TE61DN =_D BY: B.HOPKEY Na I DATE BY REVISIau DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS / J SHEET SO. _ PROJECT BATE. 05/28 /2010 CHECKED BY, MOVERS CAD DATE, 6/1/2010 1:32:10 Pit DRAWN BY: d.OEBOwER FROM US HWY 6 EAST TO CITY LIMITS SOIL BORING LOG Q:o1 GAO FILE: XMM \IE \2006\ 081016- 00 \CAO \P1e \08I016-00.00I.SHT I 1 I I CITY OF IOWA CITY, IOWA LOG OF BORING NO.,R 2 Page 1 of 1 CLIENT ENGINEER Fath Infrastructure and Environment, LLC Foth frasiructure and Environment, LLC SITE U.S. Highway 6 to Iowa Interstate Railroad PROJECT Iowa City, Iowa Proposed Oth Street Improvements SAM SAMPLES TESTS TESTS 9 DESCRIPTION DESCRIPTION o _ _ _ xr a . o w � U Approx. Sta. 112 +24.55 - 12.47' RT V Approx, Sta. 107 +26.74 - 19.41' RT o^ w 3 W Approx. Surface Elevation.: 673.5 if Approx. Surface Elevollon.: 673.5 it z L � Nm iu a \ PA PA L CI I ST FAT CLAY TRACE SAND 33 CH 1 ST 9 29 88 2110 Gray, Brown and Dark Brown Mottled, Stiff PI =25 Dark Brown, Medium Stiff 3 670.5 T OC =5.9% Stiff below about 3 f L FC I 2 ST 6 30 87 1300 \ LEAN i0 FAi CLAY TRACE SAND Q Light Gray and Brown, Medium Stiff - 5 5 668.5 5 PA CL 3 PA 5 27 1500' LEA CLAY TRACE SAND CL 3 ST 14 31 88 740 / LEAN CLAY TRACE SAND Brown, Soft PA Soft below about B feel. CL 4 ST PA 29 85 630 Brown and Cray, Medium Stiff below about 10 CL 4 ST 24 26 97 1060 8 feet. PA t a Medium fit below about 13 feet. PA CL 5 ST 14 27 93 1490 5 658.5 IS CL 5 ST 13 27 89 1040 14 659.5 PT Note: LL = Liquid Lim PI - Plasticity PEAT 1s 6sa.s 1s Index, OC = Organic Cc ent (loss on BOTTOM OF BORING Ignition) s s B f The sholificatlon lines represent the approximate boundary lines Ilbroted Hand Penetrometer ;'l -. between soil and rock types: In -sltu, the transition may be gradual. �'CM 4ON SPT automatic hammer WATER LEVEL OBSERVATIONS, It BORING STARTED 5 -1 -09 o WL g 4 WS t None A8 r ■ JAPPROV$TWS BORING COMP TED 5 -I -09 .. WL 4 4 RIC 83E FOREMAN RH WL Backfilled JO8 # 06095604.04 PROJECT n0: 081016-00 DESIGNED BY: B.HOPKEY PROJECT DATE: 05/29/2010 CHECKED BY, O.SOYERS CAD DATE: 6/1/2010 1:32:12 PM DRAMN BT J.MERRIER CAD FILE, X:\CM \IE\2008\081016-00\CAD\Plans\081016-00-001.SqT LOG OF BORING NO. RB— 3 -of P 091_1 CLIENT Foth Infrastructure and Environment, LLC ENGINEER Toth Infrastructure and E nment, LLC SITE U.S. Highway 6 to Iowa Interstate Railroad PROJECT Iowa City, Iowa Proposed 4 Street Improvements SAM TESTS 9 DESCRIPTION _ _ xr a . w � U Approx. Sta. 112 +24.55 - 12.47' RT N o^ o Approx. Surface Elevation.: 673.5 if z �G \ PA L CI I ST 10 33 82 1990 LEAN TO FAT CLAY WITH ORGANICS LL =48 TRACE SAND PI =25 Dark Brown, Medium Stiff OC =5.9% Stiff below about 3 f L C t 2 ST 3 23 3500' 4 669.5 5 PA CL 3 ST 5 27 1500' LEA CLAY TRACE SAND / I Gray and Brown Mottled, Stiff PA Soft below about B feel. CL 4 ST 13 29 85 630 10 PA t Medium fit below about 13 feet. CL 5 ST 14 27 93 1490 5 658.5 IS BOTTOM OF BOHN Note: LL = Liquid Lim PI - Plasticity Index, OC = Organic Cc ent (loss on Ignition) s B it The stratification Imas represent the approximate boundary lines ACalibroted Hand Penetrometer g between soil and rock types: in -situ, the transition may be groduo. "CME 140H SPT automa6o hammer WATER LEVEL OBSERVATIONS, it BORING STARTED 5 -1 -09 WE V 12 WS 12 COMPLETED 5 -1 -09 o ]BORING RIG 831 FOREMAN RH WL Y JAB Y o WL Backfilled APPROVED TWS JOB # 06095604A4 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SOIL BORING LOG Clerk SHEET N0. Q.03 PLgAg¢E SILT FE C ,� -- II ST 1 I8a5 PROTE 8 +80 mss\ o O O -- — —.� O 1 O ti - -�^ —T —� —� /--GRADING LIMITS i —� - -�-�� w7, 1 / wY N- \, 1{ V ICY I�JY P/V / j P O �! �\ /x r. • Pn' R/V \ \.' \ a /v� PM P/ G LI ITS /, – -/ ._. ry / /// / I // / I , /x f�T �' /� /•�� •� J -- _— -- - - - - - --. — PLACE SILT FENCE PLACE & FT SILT SAT€RIAa_ A.l INTAKE iA i LEE— / STA 106 +30 - 136 +85 OPENING UPON COMPLETION OF IN K % N& � •� / T / i PAVING INSERT. : / 0 + a P t 00 �r F — + @ T- �. ---Irr p � GRADING MIiTS ^ — ^ ^ _ rtry n Y Y �P ICY IPY FORCINLET PROTECTION j N 00 126-10 —W. N•v M'v N•1/ N'v� N OVA �r Y IC Y 1Y' 1 r WY � �" �Y N Y •" W N'Y - a/7 GRACING — — a _ y / l •�� ,, -° � DING LIMITS — _ _ RI FDV 0 • •® ®•�• ®• ®V ®•® 9 •T1� _ 1 PLACE SILT FENCE v I PLAC SILT SOCK MATERIAL AT INTAKE 0 F aCtf� lo, � STA 106 +30 - 136 +85 / F! /} _ j • :' \ DOPE ING UPON COMPLETION OF INTAKE AyyyDDD PP� ING INSERT. PROJECT ND: 081016-00 DESICNEO 8Y: B.HOPKEY nB DATE BY REYIS1av DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NB. PROJECT DATE: 05/28/2010 CHECKED BY. S.SOVERS 420TH STREET CAD DATE. 6/1/2010 1:3L20 PH BRAIN BY: J.DEBOUER -- — — -- ® FROM US HWY 6 EAST TO CITY LIMITS R•02 CAB FILE: %. \OM\IE\ 2008 \081016-00 \CAD \Plans \081016 -0O.RO2.SHT – -- CITY OF IOWA CITY. IOWA GRADING AND EROSION CONTROL PLAN / I / I I j II ° I I I I / I s O o° I S I I I W. wr ----- - W. —_, -- — GRADING L My µ.r µ,Y _ -- �. i �Y Y wr + j Mr}j O \ m 'wv Ii'v Ipv N'r I I Tf�r w.• �_ — -- wr - — __ / n GRADING L�MITS -- % - - - - - - - - - - - - - �- - - - -_._ / - PLACE SILT FENCE STA 106 +30 - 136/135 1 PLACE SILT SOCK MATERIAL AT IN T KE OPENING UPON COMPLETION OF INTAKE AND / PAVING INSERT. / vn �— - / 7 / j 1 I I g ° _� J ___� - - - ITT - _ _ _ - _ —. GRADING LIMITS _ — — — — — _ - ° I J v i PLACE,BILT FENCE FOR ITCH CHECK RA 'i • : 40.40 �- - I \STA LT LEN6 �5v' n 420 H STREET — — — >M yC;lark -- low -if 1OWL rRADIN� LIMITS P ACE SILT FENCE FOR DITCH HECK TA 140.35 RT, LENGTH 15' @— — — — — — — — — — — N FEET 30 _ N _ I1OCACE�SI� SOCK_MATERtAL-kT- HJFAKE— --/— — — — -OPENING UPON COMPLETION OF INTAKE ANCI — — — — — — — — — — PAVING INSERT. .j PROJECT P0: 0805/28/ CE616ED Y: B.HOPREY NO GATE BY REVISION DESCRIPTION SHEET N0. PROJECT NOTE: 1016 02Dla DESIGNS BY: s.HOYERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE. 6/1/2010 1:32:23 PM DRAWN BY: .J.CERN',rER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET R.03 CAD FILE: x: ADH\ 1EA2006A0e0J1600ACADAP [esAD01D16- D0- RD3sHT -- -- -- CITY OF IOWA CITY, IOWA GRADING AND EROSION CONTROL PLAN E Y OWN R W & 1� /E DIN USE I � N y I I �... �1 I FEN �} �� \ SEE SOIL BORE ��� O 50 ) FEET I SHEETS 0.01 AND D 0.02 0.02 RCP 'I IOWA -ILL OI SNS �N 1 �` \�° BEND _.r. ,i - _ / / � _. �\ N�� � I O I I GAS�EL�Y / - \ 1 / ; � ,� - _ � - H f4 �-V'9 SILT�FENCE 1 48"g RCP (T LOCK LINED) �,, t I SANITARY , -- A __ _- �_.) SEWER � I : x x� I I�� EXISTI CHANNE�.G "� �' , :_ i, � �, / -. \ TEt4P. CONST. -EA� I� \� . rll J ��� �S EXISTING 66" SANITARY SEWER COOROINAT RM�VA_ Lx x - - - • - ,A f V hI E NC WN H PROPERTY f/ OW �R 3N:j � I I O �COOROINA -___ ROPEF OW _JCO 90 p - /.. OPSOIL REMOVAL AND ,\ \Y ��' S t ' �. II/ s i / I fAS l:vi R�AA pT ` C x ., 099 _ SEEDIftG C1MI7 'SILT I: ENT �S{ tJ LYRI (. "EASEMENT��� INSTALL S]L N�7 R10R TQA CONSTRUCTION 14.. :,� ,•.� TE P. FENCE ,. �. QR ONS / M �E - -N -- - St '� // / ; �� ,. �1 �. INSTAL 1 5F �pt9 / dP _ E T; _- / 1 �� .., qq - - E� P 1 / / ; \ I TE P A$1 �N6TRUCTI / ETA. 51 6+ 8.21; - .00' LT Y PEN�E. -;` '� - -' 0 / / MANHOLE LOCATIONS v S NDERDRAIN •��� �� HET �V A ,Si v V'� _. �♦ �� •\ `I� \I,H 19 5 .IN SN IS r H -18 ) 3N l �' ' "� " /)(: j j /RE�O E19 +L .409E FEN 0' ITT MF112 59912040 192550.21 SEEM'. B`RNOF G02 777 / -- MH13 599008. 2192157.08 x / \ - OLF 20FBPENCERT APP /1' Q�STA. 5113+55.00, 89.00' L /' � 'a i �� / l� I _ >< _ �/ REMO E1645 1 599096.25 2192066.44 / ' / - MH I6 99093.04 2191905.28 STA. 5103 *75,13, 60.00' RT MH17 598804.10 2191910,95 OF EXIS � '" V qbu ACTOR ` - TOLD NDI ROTEST__ Y SEE B.09 & 8.10 ,'� FOR MODIFIED SANITARY 7L 111 'j �/ / 1 REMOVE�ft€E 1 �:' /�� STA. 5105 +97,70, 60.00' RT 598801 82 2191756.13 s� (TYP.) /�j, / INSTALL 342 LF OF TEMPORARY 19 598767,56 2191587.63 DURING I Sjx N OF �/_ /(+ SEWER MANHOLE DETAILS �7 - >�� / CONSTRUCTION SAFETY FENCE STEEL CASING ND _" / v 72 "4 A \ NOTE x 48 "F RCP CARRIER PIPE -BORE AND JACK 72 "A PROPE TY OW '- / SEE J SHEETS �FOR� INSTALL BY OPEN CUT -STEEL CASING WITH PHILLIPS LES WM. _ MID- AMERICAN ENERGY REPRESENTATIVE TRAFFIC CONTROL TEMPORARILY DIVERT CHANNEL 48 "F RCP CARRIER PIPE FLO CET TO INSTALL W /T-LOCK LINER -. SHALL BE ON SITE DURING BORE AND JACK AT HIGH PRESSURE GAS LINE LOCATIONS CASING PIPE STRUCTURE MH-18 84" DIA. IiANHOLE STRUCTURE MH l7' 1 8' DIA: f ANHOLE STRUCTU E MH -14 48 "X48" EE MANHOLE A. '5104. 14.84;:0. 0' LT STA. 5101.60.00, 65 .00' LT STA, 51 fM -EE 8+71.93, . 5 .00' LT 680 IM ELEV.' 659;50 3rYTt 680 FL IN - BOOUT 642.45 ( 642.35 N -17) SN -18) F 'r AUT - WE 6 43.07:03 =:642.7 171 z FL: FL: "1 OUT 644.46 , 644.46 (N 13) IS) BOTTOM TELL = 641.35 .BOTTOM -L BOTTOM ELLN A A 670 STR CTURE M 16, 108' DIA: MA -STRICTURE M -13 96 IA. MANHOLE 670 STRUCTURE STA, 5130+85,56, MH' 9 MOOIFIE MANHOLE bIA RIM FL. IU ELEV. =: IN '.s. 644. 56.13 14 (SN -15 -STA. RIM 5109 +91 ELEV. 510 _ - I 02, 0.00 59,85 S(SN1 LT 0.00' LT - 660 RIM EL V. FL IN = 659. 6839, 0 SVF-RI - x o FL. DOT OUT _ 64 ON WELL '.04'.(SN =643.04 FL BOT UT 664• ON WELL ,71 t = 643,71 ) 660 BOTTOM WELL E(ISTING AP ROXIMATE 80 E PIT riv! I 650 ROXIMAT EXISTING F E GROUND CENTER E 650 BC RE PIT OF SANIT. BY SEW SN- 6 4 RC 289 LF 0 0.30''/ N -- 5 48' N LF 0 RCP RCP .. N- 3 48' 5 F 0 RCP ,20•L - SN -1 40 48" RCP L .20' 640 _ SN- 17 8" RCP y 640 - 155 L 0 0,40% STRUC ORE MH -1 48" 4 BEND. _ 108 +65.0: = 644.46 0.00'.L (MH-14) 40 L OF 72"3 STEEL C SING PIP SN -1 174 1 48" RCF F 0.2 7, 90 LF CASING BORING W PIPE (0. 90 LF 0 75" 4 LL 72 "P S THICKNES EEL P AND STA. FL. I /04 630 (0.87 " -WALL HICKNESS INSTALL-4 AND 48" Y OPEN RCP IT 48"d CARRIER PI 30RE: 51 E 6 T -L CK LINER 0 0.40% FL f )l END END O Et C ORE: 51 01 +36.55 I +76.55 END B RE: 5103 .41 FIELD V Of DJUST , t620 SN -16 MAINTAI BADE O RARE TO 0.20% PINIIMOM LOLD E ELEVATION OLD ELES SLOPE O ATION OF ON A MH -16. L PIPES JUN JV 70 620 C` iy C71eik. :tav 3 City, Fort; 610 � 610 600 F F 600 5101 +00 +50 5102 +00 +50 5103 +00 +50 5104 +00 +50 5105 +00 +50 5106 +00 +50 5107 +00 +50 5108 +00 +50 5109 +00 +50 5110 +00 +50 N 11 +00 +50 5112 +00 +50 5113 +00 +50 Pxo�ser rca: sslols -oo osslcr:EO ar: s.xaazer PROdECr Dorf: osizaaem 11HE11M cxccee0 er: ssovERS nro oars ar RevlsWN ocSCRIPTIM 420TH STREET CORRIDOR IMPROVEMENTS sxeer NO _ cao Dare: s7vzow J:5a:32 PM R4S'G 6r: JAE80{!ER FROM US HWY 6 EAST TO CITY LIMITS SANITARY SE AIN- S 01 i coo Fie: x :�oM�ic�zooa\oslols- oo�cao�PI.: s.ozsaisxr CITY OF IOWA CITY, IOWA PLAN AND PROFILE SHEETS <-I I , i i Riy �1 u s HWr s �\\ OR_ PR TER 4 i x PROPERTY OWNER \ -- / PHILLIPS CHARLES WM. �I STA. 5122 +86.00, 47,00' LT Q STA 2fi +B�00 46.50' LT 51 & FLORENCE T. STA, 5123 +92.00, 62.00' RT STAf +10 0, 67.00' RT REMOVE 150 LF OF FENCE .�REMOV� 2 F OF FENCE Q STA. 5122 +86.14, 38.05' LT Qq STA,�51 I�v2 �k� 6.00' RT $TA. 5126 +59.36, 38.04' LT SIA, §I% g35l4 ZOO' RT INSTALL 391 LF OF TEMPORARY --- IN$TgqL4 8 L OF TEMPORARY FIELD FENCE CON STR~lCt10� FBTY F €TICE 5(1 STA. 5126 +15.09, 59:61' RT Q- -STA 0128 .9F,. 40.00) LT STA. 5136a90.51, 6D:0 RT- -STA 51371 +1 O, 140,00' LT INSTALL 1126 LF OF _TE RY ' INSTALL-,,10,' FtOPOEMPORARY UNDERPASS CONSTRUCTION SAFETY FENCE ONSTRUOT. {ON 9FEfY FENCE LIVESTOCK dITH PROPERTY 665/ ©INSTALL TEMPO AD / 3 CONSTRUCTION $ATE Y 0 (3)INSTALL TEMPORARY FIELD � - FENCE - -� FENCE / `� \ , Q COORDINATE REMOVAL 06' _. FENCE WITH PROPERTY/ ©COORDINATE REMOVAL 0� J- OWNER FENCE WITH PROPERTY A Y/ OWNER = i 48 "d RCP (T -LOCK ESNEIN SANITARY SEWER / ' SEE SOIL E LOGS it PF'P�,1'9 0 IT , TEMP CONST. EASEI4ENT SyEtfS 1 AND 0.02 / 1 / { i /i '1'T S�F' INSTALL TEMPORARY CONSTRUCTION �� — — x �/ Fj„'I'T SAFETY FENCE. AT i SN 8 DD PROPOSED UNDERDRAIN � g- l SEE M SHEETS ffs] FE 48"1$ RCP H, 45- BEND ))) <� _ "" TEMP_CONST._ 0�'� �;� ;BORE ANC CK 42 "d -(V EASEMENT STEEL C NU WITH - CARRIER lLS HWY 6� ATTO 31 +45.9 2 +19. P OyEL� TION� PROPERTY OWNER PHILLIPS CHARLES WM. BORE AN JACK 72 "6 STEEL CASING -'ro b & FLORENCE T. WITH 4 P RCP CARRIER PIPE W/T LOCK LINER, \ -_COOR NATE WORK IN ROW WITH IOWA DOT Y. N =� IOW CITY OFFICE R >A a 50 9 4 ERWNE R \ 0 INSTALL — � FEET PROPTY TEMPORARY PHILLIPS CHARLES WM. CONSTRUC v - $ FLORENCE T`� SAFETY FENCE L 690 S RUCTURE H -9; 96" CIA: MAN OLE S A. -5123+ 6.21. O.CO' LT 690 RIM ELEV: 664.03 OR F . IN - 648 :13 (SN ) ¢ Ft. OUT = 48.03 (S 9) 680 _s BOTTOM WE L = 647 AS 680 ST UCTU E H 10, IQ "- DI M NHOL " g $T N. 5121 + -B.77; OA `tT N STRUC URE MH 7 48 "X48" TEE MAN OLE ST UCTURE -II 48' 48" TEE MANHOLE ".RI l ELEV,— 665,72 STA. -5126 +1121, 0.00' L 670 ST . 5117 +8 i.06. 0.0 ' LT FL IN 64 1.28 (SN-1 RAM EL EV.o661.58N_6 670 RI ELEV. = 660,95 - ) - FL. IN = 64 .51 (SN 1 ) BOTTOM WEE- = 646.) FL. OUT 649.04 (MH-8) :SN -12 48" RCP FL. OUT = 6 6.49 (SN 1 1) 1 BOTTOM WELL = N/A 660 _ 409 L @ 0,20% BO TOM WELL = N/A EXIST! G GR N 1 - PROFIL @ NT RLINE FI 0 V R F LEVATION OF SN -9 A ST 660 OF SA ITA Y SE ER 1 SN 9 �8' R I N1 AI TAIN 0,207, MINIMUM ESLOPE 0 F ALL PI am] IB LI� @ 0. 0% 1 650 SN -6 48" CP 495 1 LF @ 0:2 % 650 MANHOLE LOCATIONS HIT » NOR IN EAST MH7 598728.41 2193533.82 MH8 598725.23 2193527,59 HIM 598817.16 2193244.12 Ili 10 598678.64 2193117.85 MH11 598886.04 2192851.34 SN-11 481' RCP 370 LF @ 630 N'0 -. TRUCTUR _MH 12, - 6 ":DIA. MANHOLE CONTRACTOR PRIER SHA REG TO ST L PROVIO STEREO E 0 SUBMIT! TSOF CONSTRUCTIO SHEET GINEER I BORE PIT TEE PLAN THE 51 DETAILS CONTRA STAMPED BY TE OF 104A TOR A IF Ito L BOR1N d/ IIO L FL. OUT OF = 649.02 (SN 8) v'{ p ,vk. FROM US HWY 6 EAST TO CITY LIMITS TA. 5113 99.48, 0 00 ".LT S. 13 - 0 810 16- 0 0 \CAO \Plans \00081016A2_SOLSNT - CITY OF IOWA CITY, IOWA PLAN AND PROFILE SHEETS O PE 630 L. IN L. OUT 45.73 (S 645.63' -al) PEA SHALL E- REVIEW 0 AND .A ROVED B IAOOT. (0.875' WALL ZI I NESS) AND II I,'� Q qq � a ( N-12) CONTRACTOR : HALL PRO ILE RAVE ENT: EOG S BEFORE : 48"0 ARRIER P PE /T -L CK LINE @ 0.40% .J1�1V I� :. OTTOM W LL = ::644 63 AND AFTER: 8 RING: IS COMPLETE. BEGIN BORE: 51 1 +69, 5 620 ENO 8 HE: 5122 79:95' :(;ay(;lerk : : 620 PROJECT N0: 081016 -00 DESIG6E0 BY: B.HOPREY N'0 DATE BY REVISI6Y OESCRIP 1104 PRaecr onrE: osAZaAmlo cxecaeo Bv, $sOVERS 420TH STREET CORRIDOR IMPROVEMENTS 51PEr N0. Too CAD DATE. 611n010 3:50:34 PM oaAww Bv: J.OEBOVER CADFaE: XAOM\IE\ 2008\ FROM US HWY 6 EAST TO CITY LIMITS SANITARY SEWER MAIN S. - 0 810 16- 0 0 \CAO \Plans \00081016A2_SOLSNT - CITY OF IOWA CITY, IOWA PLAN AND PROFILE SHEETS PROPERTY OWNER C PHILLIPS. REA LE . W k vv I t7 5 670 O r/ Kti / E \AEA �\ PROPERTY OWNER 1 \ E &L PRYBIL GENERAL PARTNERSHIP K-1 51 e vZTnZ 48" RISER WITH ENGINEER JOB SETTING IN E IAT E FLAT TOP FOR I AE MENT W UREv,P AVEMENT. I MH -1 \HANHOLE LOCATIONS \ PH » - - NORTH EAST NJN 5q)625. q6 2194619 52 PH2 599532.31 2194620.84 PH3 599548.55 2194172.97 HIM 599252.39' 2194076.92 ND15, 598963.22 2193983.14 FIR61 598956.56 2t93980.98, PFi0P0AE°ONUNORERDRAINRK LINED) (• �j SN -IB vPROP6RIY OWNER , BELOW GRADE SHALL BE BU _ \ „ Pis \ \ \ CIY -YOF IOWA CITY 0 50 \ MANHOLES RIM ELEVATIONS SHOWN / FEET EEi SEE J SHEETS FOR PROPERTY OWNER / � � / / �'�� V \ TO A DEPTH OF 3 FEET ("R)EO TRAFFIC CONTROL PHILLIPS, CHARLES WM. �'t, & FLORENCE T. 700 STRUCTURE MH -I 84" DI MANHO E 700 — RIM EL-1 V. = 67 ,03 FL. IN - 652;6 (SN-1A). FL.: IN =655:0 .(SN -204 690 FL. OU : =.:652. 5. (SN -:1) 690 — [YTTO -WE 6 OF N 680 S RUCTURE iA312 CIA. H JHOLE - CILT ROAD _ 680 �A -54-37+ . - ST UCTURE 7 H -4 48"948" TEE IANHOLE R MELEV: 673.38 STRUC URE MH -5 48 "X48" TEE MAN OLE : ST ..5134+ 4.21, 0.00' LT' : FE. IN = 6 1.40 (SN ) STA. 131 +2¢21,, 0.00' L RI I ELEV.:= 665.67: 1 Fl.. INI= 613.10 (SN A) F: 670 RIM E EY. = 661.06 _ FL IN B5 l69 (SN- ) E T = 51.30 (S 3) F 66 32 z"' 670 FL. IN = 650.08 (SN -4) 30 - FL. OUT - 650.0 (MH -6) BO TOM WEE N/A EXISTING GROUND ELEV.= 64.50 STOftM S WEft oN �ELEV - 668.31 BOT TO WELL = /A PROFILE CENTE NE WATE MAIN 12 "d OF SANIT RY SEWE WATER AIN FL = 662,22] SN -1 660 18" RCP 660 ERORAIN 11.20%. 650 PROJECT NO: 081018 -00 DESIGFEO BY, B.NOPFEY PROJECT DATE: 05/28 /2010 CHEEll. BY: Ss1VERS CAD DATE: 611/2010 3:50:37 PM DRnwv Bv: d.D eDx R CAD EaE, XAOM \IE \2008 \081016 -00 \CAD \Plans \OOOBIOI6.W.503.SIli SN -6 8" RCP 4 5 LF @ :20% 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA S -4 48" R P 296 L @ 0.20'2 N-3 48" CP 307 L @0..20' _ - -- - - -- S -2 48 "'R P 44 L @ 0:20% 6. LF 42' ;.. 650 TRUCTUR H -2,:1 0 "DIA,MANHOLE RCP : 640 STRUC . STA 5131 URE NH- 648' -45° BEND 640 TA. 5141 IM ELEV. 8 44, = 6 4,96 00' Li 6 INSTALL +13. 2 000' L , , 630 FL OUT - 650.0 (SN 6) L. IN L -0UT - OTTOM WILL 55.00 �� 652.30 = 651 _ ,1 N 1BI N -2) B NSTALL: YATEft -T IG 4I T' PLUG 'lu �G 0 '?Q�830 i 1lY Clerk +5U 5IL4 +UU +Su 51JU +UU +5U 5131 +UU +5U 5132 +UU +5U 51JJ +UU +SU 51J4 +UU +5U 5I'JS +UU +SU 5IJ8 +UU +5U 5IJ / +UU +5U SIUb +UU +5U 51 J9 +UU +5U 514U +0U +5U 5141+ +oU �19Z +uu PROJECT NO: 081018 -00 DESIGFEO BY, B.NOPFEY PROJECT DATE: 05/28 /2010 CHEEll. BY: Ss1VERS CAD DATE: 611/2010 3:50:37 PM DRnwv Bv: d.D eDx R CAD EaE, XAOM \IE \2008 \081016 -00 \CAD \Plans \OOOBIOI6.W.503.SIli No DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SANITARY SEWER It� / PLAN AND PROFILE SHE - -� SHEET NO. 5,03 - - -- —'- /I / A O I / O I O } /1 / O PROPERTY OWNER &L PRYBIL GENERAL PA ERSHI I I O I I 171 it I 17 / ,I n' / O O > I W� PROPERTY OWNER I l � O CITY OF IOWA CITY / / �1�110 �WERIII PROPOSED I A SIIANITAR I� o �� / t..�1 �� t4' \ g- _ _ _ _ _ _� _ — _ _ _ __ _ _ _ _ _ _ _ _ —_ _ _ _ 1- _ _ _ _ _ _ _ _ I _ __ _ _ _ _ _ ----- - . —r r =l.— r.— 03 i_�•_��• -- —_, _ _ .. gyp _ _ - _ -ED _ - r. — — —- -- - - — - — 420TH - STREET -'i — — fl/W 1 / — A _ RIW -- / — — _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ ® �_ _ _ _ _ — _ _ PROPERTY T)WNEA clrY ok IOWA CITY / — — — .— — — T � � < I Q _ - - � PROPERTY OWNER L CITY OF IOWA CITY' r / I / I �i 700 700 STRUCTU E MH -I, 4" DIA. NHOLE STA: -NI .OQ,. 0.0 ' LI - - STRUCTUR I4H 203 48" CIA. MANHOLE Z + 690 RIM ELEV _ 676.03 ST UCTURE 111-1-204. 48" CIA. M NHOLE 690 FL. IN = 655.00 (S -2 4) ST .- 3+05.3 T 0.00'L RIM'. ELEV 677;57, FL. IN = 652.65 (5 .- A) TO - ELEV. -6 4.92 FL, IN', = 58,62. (511-202) FL. OUT 652.55 - -1) FL IN = 656,V (SN- 03) PROPOSE '.GROUND FL OUT 658.52 { 3N-203) BOTTOM TELL 6 ,53 FL OUT �= 6 56.17 '(SN 204) PROFILE'. "CENTER INE BOTTOM WELL - 65 .52 680 BO, TOM WELL = 655.1 �S 68 7 7 II -I L 18" R P ROFIL @ CENTERLI E II STORM SEWER F'SANIT. Y SEWER II 5 -202 450 LF 15" DIA. PVC T USS e 0. 0'L D e3 --45s t II VC TR SS e. D.6 650 650 I D 640 4 _ JU 1 2(110 63n 113Q 620 F11-1 AA- T 620 -LT 1 +00 +50 2 +00 +51 3 +00 +50 4 +00 +50 5 +00 +50 6 +p0 +50 7 +00 +50 8 +00 +50 9 +00 +50 10 +00 +50 11 +0 +50 PROJECT NO: 081016-00 DESIGNED 3Y: 0.4OP<EY NO DATE 8Y REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET CO. PROJECT DATE: 05/28/2010 CHEC <EO BY, S.SovERS CAD DATE: 6/1 M10 -. FROM US HWY 6 EAST TO CITY LIMITS SANITARY SEWER LATERAL -420TH STREET S.04 3,50 PM DRAUV Bfi J.OEBOAER CAD FILE: %: \DM \IE\ 2008 \081016 -00 \CAD \Plans \00081016.02_SO4.SHT CITY OF IOWA CITY, IOWA PLAN AND PROFILE SHEETS o ,E:N cy o I 0 0 ' Q `a' -., + n �P+FO PERTY OWNER + Lr) _ RD PE OWNER PROPERTY OWNER _ NEPPEL MAX J & I \ YEAGER DANIEL C. \& STOPPELMOOR ERNEST W N CITY OF IOWA CITY I T LAVAU6HN M A I l Jl PROPOSED 15 "ID SANITARY SEWER i_____ _ v m . =r..r. ♦._ r. —. —.r �_r.�wi��.— :- ,r.��. W ._ L 1 Q Q QQ Q ©' © �c 7� MH 202 V - L�@o— p sOR p n SN x_.. - — -- — — — '- = - -420TH SfflEET -; -� -- — - — - — - — - - - - - - - ----- — - — - — - - °— @� - - - -- FUTURE SA ARY SEWER _- -- b80 —� J _- _ -° 04 ft/W R /q R F R /W R /W — � PROPERTY OWNER — _ - -_ . � — _ � � � � � 1 CITY OF IOWA CITY PRYBIPR mil IONVESTMENT C/O LAWERENCE PRYBIL N � I I j� 0 I 90 FEET 700 700 STRUCTUR : MH- 201.:98 ": DIAs NHOLE :16+5.34, O•C ''. LT STR CTURE N11--202. 48' OIA. MAN OLE : STA• STA RIM ELEV _ 686.12 (2 +05:3 4.00' L RIM 6LCV. 68 .07 PROPOS D:GROUN : FL. IN = 663,37 IS 201 690 FL. IN = 660.7 (SN 20 ) PROFIL :@ CENT RL1NE- FL. CUT - 663.27 N -2 ) 690 _ FL OUT = 66 :87T (SN -2 )2) BOTTOM- ELL m. 66 :27 BOT OM WELL 659.87 680 %ISTING I ROUND � - ROFILE @ CENTERLI E F SANITA Y SEWER UTURE 1 " DIA. PV USS 0.50% SN -2 t 460 LF 15" OIA. PVC TRUS @ 0.50% FUTUR E 15" DI A. PVC TRUSS 0.5 % SN -20 A 15" P C. TRUSS pppp t$t$ {$QQ6f. QQjj { � r 640 640 ( OFF 630 . �i,r4t City, toe 630 +50 12 +00 +50 13 +00 +50 14 +00 +50 15 +00 +50 16 +00 +50 17 +00 +50 18 +00 +50 19 +00 +50 20 +00 +50 21 +00 +50 22 +00 +50 23 +00 +50 4 +00 +50 25 +00 +50 26 +00 PROJECT NO: 081016-00 DESIGNER HY, H.HOPHEY NO GATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT RATE. CAD DATE: 05/28/2010 CHECKER BY, S.SOVERS 6/1/2010 3:50:41 PH OR er: d.OEeo'aEa FROM US HWY 6 EAST TO CITY LIMITS SANITARY S ER LATERAL' -420TH STREET S,Ub CAD FILE. %: \DH \IE \2008\ 081016- 00 \CAO \Ple , \OOOBIOI6.OLS05.SHT CITY OF IOWA CITY, IOWA PLAN AND PRO EE 3HEfE S TABULATION OF TEMPLATE OUANTITIES AND ADJUSTMENTS fle(er m Standard Plan BLAA and RL -IB 10729 04 -03.01 STATION TOTAL CUT ADD QUANTITY +C CLASS 10 SAVED -C CLASS 10 TOPSOIL CUT CLASS 10 SUITABLE CUT ADJUSTED CLASS l0 TOTAL TOTAL FILL ADD QUANTITY + SUITABLE + 30% TOPSOIL + 457. FILL WITH K STATION TOTAL CUT ADD QUANTITY +C CLASS 10 SAVED - CLASS 10 TOPSOIL T ADJUSTED CLASS 10 TOTAL TOTAL FILL ADD QUANTITY + SUITABLE + 30% K TOPSOIL + 457. H NK FILL WITH S RI K 100 +19' 74 _ I6 0 0 0 _ 16 16 69 0 --SHRINK 90 0 90 134 +50.00 455 0 80 39 ]lAC __ 375 21 ___ 0 0 39 3. 2010 €'I`lk 135 +00.00 100+50.00 368 0 _ 77 38 291 48 0 29 38 67 - X53 __ 0 82 39 _ 32 71 435 0 530 39 569 135 +50.00 101+00.00 292 0 80 39 212 118 0 118 3 157 225 0 107 51 67 118 478 0 576 SI 627 136+00.00 101+50.00 0 76 36 186 126 0 131 6 167102+00.00 _ 221 0 86 4l 94 135 283 0 332 41 373 136+50.00 21q 0 63 30 156 89 0 68 30 118 266 0 76 36 156 192 OB 0 238 36 274 137+00.00 102 +50.00 195 0 59 28 108 136 100 0 28 133 351 0 73 _ 35 243 278 I D 0 138 35 173 137+50.00 103 +00.00 195 _ 0 62 29 104 133 117 0 126 29 155 386 0 73 35 278 313 5 0 36 35 71 138+00.00 103 +50.00 199 - 0 63 30 106 136 133 146 30 176 363 0 70 33 260 293 24 0 0 33 33 - 138 +50.00 104+00.00 115 -- 0 38 19 58 77 89 0 99 I9 _ 118 346 0 70 33 243 276 26 0 4 33 37 _ 138 +80.00 104+50.00 73 0 25 12 36 48 56 0 62 12 74 320 0 69 33 218 251 32 0 12 33 45 139 +00.00 105 +00,00 151 0 49 23 79 102 109 0 121 23 144 298 0 69 33 196 229 39 21 33 54 139+50.00 105 +50,00 109 0 34 16 59 75 4 - 0 95 _ 16 111 293 0 69 33 191 224 48 0 33 33 66 106 +00.00 288 0 69 33 186 219 46 0 30 33 - 63 +00.00 42 0 12 6 24 30 28 0 31 6 37 - _140 140 +26.36 106+50.00 282 0 72 35 175 210 39 0 20 35 55 107+00.00 276 0 73 35 168 203 35 0 35 49 Commerce 107 +50.00 262 0 76 36 150 186 56 0 40 - 36 76 1102 +36.14 108 +00.00 48 0 4 1 43 44 I6 0 20 1 21 256 97 79 38 236 274 140 64 231 38 269 1102 +50.00 108+50.00 92 0 1 91 27 0 35 0 35 219 173 75 36 281 317 306 120 524 6 560 1102+75.00 109 +00.00 q5 79 47 44 16 0 0 0 0 0 I1 17 _ 13 12 4 6 9 6 1 78 53 28 26 II - 84 62 34 _ 32 12 30 _ 16 10 8 3 0 0 0 0 0 34 13 8 5 3 6 9 6 6 1 40 22 14 II 4 _ _ 177 138 70 33 212 245 499 113 766 3 799 1103 +00.00 109 +50.00 157 139 66 32 198 230 530 129 826 32 860 1103 +25.00 110 +00.00 133 151 56 26 202 228 393 144 675 26 O1 1103 +50.00 128 124 58 28 166 194 306 121 530 28 5 1103 +75.00 111400.00 111 +00.00 161 100 76. 36 149 185 354 100 558 36 594 1103 +86.15 11 0.00 189 103 89 42 161 203 408 103 627 42 669 112 ++000.00 - 179 114 85 41 167 208 375 114 599 41 640 Ind+ +46.97 112 +50.00 172 113 82 39 164 203 338 113 551 39 590 2110 +46.97 113+00.00 15 32 0 1 9 0 4 14 19 14 23 15 8 0 0 20 7 0 4 20 I1 167 110 80 39 158 197 301 110 499 39 538 2110+75.00 113 +50.00 - 166 130 79 38 179 217 ____ 252 126 458 38 496 2111 +00.00 114 +00.00 23 23 0 0 9 6 4 3 10 14 14 17 9 4 0 0 8 3 4 3 12 6 177 172 78 38 233 271 203 153 429 38 467 211 H09.55 114 +50,00 197 220 78 38 301 339 155 175 395 38 433 2111 +25.00 115 +00.00 6 0 0 B 4 4 1 20 1 24 2 6 6 0 0 4 7 4 I 8 8 207 216 80 39 304 343 181 167 417 39 456 2111 +50.15 115+50.00 212 17q 85 41 265 306 280 146 517 41 558 116+00.00 -- - 229 147 94 45 237 282 427 128 681 45 726 Hv 6 116 +50.00 - 244 109 106 51 196 247 709 104 1011 51 1062 318 +60. 117 +00.00 51 O 22 10 19 29 23 0 21 -- 10 31 267 71 117 57 164 221 1071 71 1434 57 1491 -- 319+ .00 117 +50.00 121 0 30 15 76 91 31 0 27 15 42 276 39 121 58 136 194 1316 39 1710 58 1768 3 0:00 118 +00.00 193 0 47 23 123 146 51 0 46 23 69 273 18 120 57 114 171 1325 18 1695 57 1752 '00.00 118 +50.00 104 0 42 20 42 62 55 0 53 _ 20 73 262 14 115 55 106 161 1155 14 1470 55 1525 119 +00.00 0 +22.56 40 0 25 12 3 15 159 0 196 12 208 246 21 108 52 107 159 961 21 1230 52 _ 1282 119 +50.00 234 34 104 49 115 164 806 34 1046 49 1097 32 27'00 62 0 29 15 18 33 91 0 105 15 120 322+ .00 120+00.00 134 0 33 16 85 101 133 0 159 16 175 230 __ 52 102 49 131 180 708 83 984 49 1033 323 +00. 0 120 +50.00 210 0 41 20 149 169 110 0 125 20 145 224 73 99 48 150 198 612 104 886 48 936 323 +50.0 121 +00.00 243 0 51 25 167 192 132 0 150 25 - 175 212 93 94 45 166 211 499 91 727 45 772 324 +00.00 121 +50,00 114 0 25 12 77 89 67 0 77 _ 12 89 204 119 90 44 189 233 385 114 610 44 654 122 +00.00 324 +25.00 q8 0 19 9 70 79 53 0 61 9 70 205 121 90 44 192 236 371 116 594 44 638 122 +50,00 324 +50.00 7 0 33 16 118 134 78 0 87 16 103 211 110 92 44 185 229 417 104 638 44 682 325 +00.00 123 +00,00 8 0 15 7 60 67 23 0 23 7 30 216 120 93 45 198 243 420 110 649 - 45 694 325+33.72 123 +50.00 40 0 8 4 28 32 7 0 5 4 9 225 148 92 44 237 281 389 123 627 _ 44 671 325 +52.74 124 +00.00 70 0 21 10 39 49 11 _ 0 5 10 15 242 186 91 44 293 337 340 141 _ 586 44 630 326 +00.00 124+50.00 -- - - 260 102 90 44 228 272 307 75 _ 458 44 502 _ 125 +00.00 283 0 90 44 149 193 293 0 342 44 386 125 +50.00 22208 3856 6986 3357 15721 19078 24450 3488 33331 3357 36688 309 0 92 44 173 217 281 0 326 44 370 126 +00.00 _ 318 0 90 44 184 22B 264 0 304 44 348 126 +50.00 -- 306 - 293 0 0 86 86 41 41 179 166 220 207 249 240 0 0 _ 287 276 41 41 328 3 - 127 +00.00 127 +50.00 - 280 0 85 41 154 195 232 0 265 41 06 128 +00.00 270 0 84 41 145 186 232 0 265 41 A-1006� 128 +50,00 Y- 263 0 84 41 138 179 229 0 261 41 129 +00.00 _ _ 259 0 84 41 134 175 211 0 238 41 279 129 +50,00 259 0 83 41 135 176 179 0 196 237 130 +00.00 - 257 0 81 39 137 176 137 0 143 39 182 130 +50.00 131 +00.00 256 0 78 38 140 178 97 0 92 38 130 262 0 76 36 150 186 65 0 52 36 88 131 +50.00 _ ` "$ 1 271 0 76 36 159 195 5l 0 34 36 70 132 +00.00 _ 280 0 76 36 168 204 44 0 25 36 61 132 +50.00 327 __ 0 75 36 216 252 32 0 9 - -36 45 -- 133 +00.00 - 382 0 76 36 270 306 24 0 _ 0 36 36 133 +50.00 _ 416 0 77 38 301 339 24 0 0 38 _ 38 134 +00.00 q56 0 81 39 336 375 25 0 0 39 39 PROJECT DATE. oel5/20/ CHECKS DESIGNED By, e.xoPZSr I No CAT BY eEVlsiox o6scR�Pnox I I 420TH STREET CORRIDOR IMPROVEMENTS \ I \ I sxeer nn. PRDJECi DAiEi 05/28/2010 CxEC(EO BY, S.BOYE +S '+ ESTIMATED BATE, 6/1/2010 3:50;43 PH MuN BY; J.DEBONEx 1 1 FROM US HWY 6 EAST TO CITY LIMITS '�' 0'� CAD HLE, X. \DmlE\2oo8\o81016- +o\CAD\Pians\oamis- oo -Tms "r I 1 CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES I / 8 �0 F RS) WALK y / i m TEMP. 'CONST. EAS 14ENT \ 10 2" cl 'P PROPOSED R /W� 1 \ ' GRADING LIMITS EXISTING R/W OOi T t O r.E O i iy R/ 0 (15N G / // /�i� Q z �'sP/ Ty ��4:1 4 ° tl / 6844 °a'J? 0l) / 41 j/ N ^6 \J\ LO /S S a]v - _ _n1w, _ - EXiSi ING R _ --------- _ - zJj 0.86% w _ r = --- -- --- - - - - - - - - HWY 6 -- --- - -- --- m ER TO X SHEETS FOR 0 F, Za AO ONAL INFORMATION Lii E PROJECT NOS 061016 -00 011"CEO BY. a.HavxEY NO DATE DY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE. 05/28/2010 CH"'ED fir: s.SC FRS ®� FROM US HWY 6 EAST TO CITY LIMITS US HIGHWAY 6 U O CAD DATE. 611/2010 16655 PN DRA6 ^I fiv: J.oFeaweR s SPECIAL GRADING CAD FILE, XAOM \IE \2DD8 \081016 -00 \CAD \Plans \081016- 00 -DOLS 1 CITY OF IOWA CITY. IOWA i PROJECT NO, 001016-00 DESIGNED BY: B.xoP'EY NO DATE BY REVISION DESCRIPTION 6NEET NO. PROJECT DATE: 0512812010 CIT'R o Br, SSOVERE 420TH STREET CORRIDOR IMPROVEMENTS cno DArE: annom laass PM DRAWN BY: d.De6DUEn FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET U Or2 CAD FILE: x:NDMIEN 2008\ De1016- oONCAONP�nnsObiDla- ao.uozsxr CITYOF IOWA CITY, IOWA SPECIAL GRADING I 1 0 1 0 110 1 0 150 If 0 1 0 10 10 1 0 two 90 80 70 60 50 40 30 20 to 13 23 30 43 50 613 710 8�0 90 ! 0 10 1 +150.010 IL 2.0%.0% I 67 0 667.1 671.68 q% 2.0'/. 2.0% 2.0/. 2 47 2 _ _ - _ _ 669.9 00 +1301.013 671.79 L_. 1.2' /. 12% 1 1.11. 670 (370 ...68.5 67 .93 7 JUN 0, '01Q 10 10 20 110 1 0 110 90 80 60 50 40 310 20 13 1 l 0 20 30 40 50 60 70 80 90 110 1 0 120 ] 0 11 0 l 0 PROJECT No: 061016 -00 DE6101YO eY: B.NOPREY wo oArE er Rlll$10N DE6E61PTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET No. PROJECT DATE. 06/29/2010 ORA" 0 ar: ssovEfls 1:3h.25 P4 ORAN`I BY: d.OEBONEfl FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W 0� CAD CAD GATE: 6/1/2010 CAD FILE. XADN\IE \2008\ 0 810 16- 00\CAMPI. \xz9200- vOLSHT CITY OF IOWA CITY, IOWA CROSS-SECTIONS 110 ilio 150 0 10 1:10 l 0 1 0 l 0 40 80 70 60 50 40 30 20 10 10 2J 33 4J 50 6! 710 80 9�0 100 10 l 0 130 679 - -E - :- _ - - _ 6]4{ - '.. ^�— -2.0% 2.0% 2.02 2.07. : x)4.4 670 :: zQ C80 680 _ :. 67 ':• .10 _. ! 374 4X� 4Z 2. Fi7n _ \ .. _ D. 680 680 C717) 67[ _61a 102+00 0 572.35 C75- z 2,0 %n+Y,t 6) >8 669.2 -- - - - -- -- JUN 00 fow .3:f, 10'A 2 :. 10 l 0 ( 0 1 0 1 0 110 90 80 0 60 50 4 30 2'0 l0 t0 2' 30 40 50 60 70 8 90 1 0 :k:l 1 0 1 0 1 0 PROJECT NO: 081016 00 OESICA£D BY. B.HOPKEY NO DATE BY REVISION DESMIPT104 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT GATE: CAD GATE. 05/28/2010 6/1/2010 CHECKED BY: MOVERS 1:3):28 PH DRAWN BY: J.oeeovER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W,02 CROS;-SECTIONS CAD PRE, %: \OHVE \2008 \0 810 16-0 0 \CAD \Plans \xv420 -OLSHT CITY OF IOWA CITY, IOWA 70 0 120 130 1 0 1 0 11 io 140 ] 0 120 1 0 1 0 CD0 80 0 60 50 40 9 20 10 I 1 10 20 310 4 0 53 60 80 910 10 1 105+1 G•0' c8n — : —6 7 -... _ -- —' — — - 675 — _. — ,_ — _ 201 2.0% 2.0% 2.Oi �.... 0 + 0.0 c8o — 6 87 T _ 97q I ON 679 680 F80 674 .45 — - — 6]5.1 0 un 67 .03 J 2.0% .O% 2.0% 2.O.L 6 .2 AIN 01 10 / low t 0y,?ov 11 0 1 0 1 0 1 0 1i0 90 80 D 60 50 40 30 20 1 10 20 30 4 5 60 7D 80 90 l�0 1 Lol 0 l 0 l 0 ] 0 PROJECT D0: 081016 -00 0161GEED BY, D.DOV%Er N0 DATE $r 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. RE19SI04 DESCRIPTION PROJECT DATE: 05/2$/2010 CAD DATE: 6/1/2010 OHECSeO er: ssOVERS 1:37:32 PM DRAWN 8Y: J.DE$oseR FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.03 CROSS-SECTIONS CAD ErtE: x: \OmlE\200 8\O$IOw- 00\CAD\Pl,o\„ :- 4200.0151 CITY OF IOWA CITY. IOWA yD t 0 10 l 0 1110 130 1110 1 0 t 0 90 80 70 co 50 40 3!0 20 10 t0 2�0 30 40 510 610 810 910 too 1 0 I .0 1:10 cao + 674.24 f375 07+ 0.0 74.60 4%�. _ — — _ — —,— — — —. 4, 0. 2 % — - -- —. -- —. 06+ 0.0 — — — — _ '..jT 679 — — — — — — — — 2.0'/. 2.0% 2 A' /. 2. 0% 5 4 — Ill 2 10 1 0 1 0 10 1 0 IO q0 80 D 60 50 40 30 20 ID 10 20 30 40 50 6D 0 80 90 1i 1 0 1 0 130 1 0 1 0 PROJECT DO: 081016 -00 DESIGNED Br: LHOPKEY ns DATE BY 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. REV1610H DESCRIPTION PROJECT DATE: CAD DATE: os/ze /zolo 6/1/2010 DRAWN O Br: 1:3]:BS PM DRAWN BY, ssovcas JAEBOMEa FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W04 CROSS- SECTIONS CAD FRE, M04N E\20ORNO81018 CAOwia�s�x :_420th 01 SHE CITY OF IOWA CITY. IOWA I '0 70 �0 11)o 1 0 1 0 10 110 P io l 0 l 0 130 l 0 l 0 100 90 80 TO 60 40 30 20 10 1 2� 3�0 4�0 50 81 680 nr en en 67 .71 -- - — — - -.— — — — -- -- '2.0% MR 2.O 2.02: : F;sn —_ i 7 .50___ -- — — — — — — — 724- 4 % 67 �. _6 _ 67'.55,, _. 675 — — — —. — — — — —_ — _ 0% 4 9.1 — - ! 6 2.1 — —.— — — — ?Q 67M8 - - - - 675 / - -- — — JUN 0 ?Oi 6]4:0 _! ci TVA Iflty. IOW, 1 0 1 0 1 0 1 0 1 0 110 90 80 6'0 0 40 30 20 ID 10 2 30 40 5 6D 0 80 90 1100 1 0 120 ] 0 1 0 1150 PreOJECT r:o: D810I6 -DD D6sI0nE" By, R.x0ra6r eD onrE ar xEVismry DES RIP 420TH STREET CORRIDOR IMPROVEMENTS SHEET no. PROJECT DATE: 05/2812010 CAD DATE: 61112010 CH.P. Rr: ssOVERS I:n:ae PR DRAxv BY: d.0ee0vER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.05 CROSS- SECTIONS CAD FILE XI \DM \IE \2008 \081016-00 \CAO \Plans \n- 420U -v I S T —'— CITY OF IOWA CITY. IOWA 0 1:10 1.0 1 0 V 0 l 10 l 0 Ii 10 l 0 110 90 80 0 60 40 30 20 10 1 10 20 30 40 50 60 70 810 91'0 l 0 1 0 1 11+150 0 6 - - -- - - 67 .7I — r ] a] z% — — — — -- : + 4 4_2Z C70 (370 C80 cso 67Z .2 17 679 4] ! 2'L _620 _7 r7o 67 .96 '2% 10 I 0 1 0 l 0 1 0 110 90 80 6D 53 40 30 20 10 1 ]0 20 30 40 0 6C 70 80 40 110 1 0 1 0 110 110 l 0 PROJECT NO: 081016-00 DESICNE0 6r: e.x6re6v 420TH STREET CORRIDOR IMPROVEMENTS SHEET eO. nro DATE DY REVISION DESCRIPTION PROJECT DATE: 05/28/2010 6/1/2010 Cxecae0 sr: sssvERS -- FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W 06 CAD GATE: 1:37:42 PM OR AFM BY: J.DE80NER CROSS-SECTIONS CAD FILE: %: \0M \IE \2009\OBI018 -00 \DAD \Plans \xz_420N- vOLSHT CITY OFIOWA CITY:IOWA ''. 0 l 0 ] 0 150 l 0 l 0 130 120 10 1@0 90 60 70 E0 0 40 00 20 10 to 20 30 40 50 6'60 0.... 810 910 ] 0 1 0 l 13+ 00 - - CZ 7P :6 67 _ — — — Z 67 6.5 4% 2.0% 2.0% 2.0'/. 2.0% - 4/ 2% 4,] M ]3.9 13+00.6 — RIB R 4/ 2.0% 2.0% 2.0% ,0% 4Y 2 o, 5. 2+ 0.06 C80 4% 4/ _. 672.6 '.. 12+00.01 : _2Y v 1 0 l 0 l 0 ] 0 l 0 1 0 0 80 0 60 0 40 3'0 ,0 t l0 2' 00 40 50 6D 0 80 90 ] 0 1 0 t 0 l 0 1 0 I0 PROJECT NO: 06101600 DESIGNED SY: S.ROPKEY NO DATE BY 420TH STREET CORRIDOR IMPROVEMENTS sREEi NO. REVISION DESCRIPTION PROJECT DATE 05/28/2010 CRECiEB Rr: ssovERS P4 DRA6N 6Y: J.OEBO'AER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.07 CAD LATE: 6/1/2010 1:37:45 CROSS-SECTIONS CAD FILET %: \ONVE\ 2008\ 061016 -00 \CAD \Plans \n.4206:_WLSMi CITY OF IOWA CITY, IOWA 1150 l 10 130 120 1 0 1@0 Co 80 70 60 o 40 00 20 10 ]0 20 20 43 S'0 Eo 70 80 Co ] 0 1 0 1110 130 140 l 0 GFIO 671.34 - 6]5. 12. L- — 2.02 ;. .6]2.2 680 1 15+ 0. - -- - -- 7 6. 4 %SO' 27 675 2.02 f 673 J— CPO 14+ .01) Rgo 67 2.0'% 2.0% 2.0% 2.0% / 75. 6742 -- — —,— -— — -- 14+00. 00_ C80 68n }y - zr — — — _ — — 2. /. 4 2.07. 2.0% 2.0% 2.0% 4 676.3 .7 :. _O '.. a614A 11 %,!Io" a l 0 l 0 l 0 10 l 0 ] 0 0 O 0 0 0 40 30 0 10 l0 ZO 0'0 40 50 60 8'0 40 li0 ] 0 1 0 l 0 1 0 l 0 PROJECT Do, Felols -ao FESIW +ED 6r: e.uoaxer NO DATE BY 420TH STREET CORRIDOR IMPROVEMENTS SHEET no. xevlslav FESCwIPnos FATE z6m CREWIT 6r: s.s6vExs FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W 08 CAD DA CAD FATE: 6717zF1F 2010 1:]]:49 P4 OR WIT Br: 3.FEBOAER CROSS- SECTIONS CAD EaE: x: \omlfi\zooe\celms- oo\cnFwiao :\. :_gzam_alsxr CITY OF IOWA CITY, IOWA 11 io 10 l 0 120 l 0 100 Co eo 0 co So 40 30 20 to 10 20 30 40 50 60 70 8'0 90 1@0 1 0 1:10 l 0 1110 1 0 680 6no 6722.72 2.0% CM C80 680 1 16+150.01 67-,.26 C75 675 2.0% 2.0% 2.0% 2.6 C70 672.0 I — / —.— - -- IL BQ 7 .80 _ �- — — — _ pv 42 2.0% 2. ' - 2.0% 2.0Z 7. _ -620. - -- JUN 7 20 0 C i Clerk - -_ tow -- a 1 0 1 0 1 0 l 0 1 0 1@0 C 0 &0 0 60 0 40 30 0 10 l0 20 30 40 6 0 7 0 8o C0 D)o 1 0 l 0 1 I0 1 0 1 0 PROJECT N0: 081016-00 DESI6�FO Bv, s.HOax,r 420TH STREET CORRIDOR IMPROVEMENTS SHEET no. N0 DATE BY REVISION DESCRIPTION PROJECT DATE. CAD OAT,, osnenolO 61112010 Ecaeo BY: EST fls DRA6N BY: JAEBOBEfl FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W 09 1:37:52 PH CROSS- SECTIONS 'AD FILE, %�ADMMEN20O8A 081016- 00VCADVPia, :\�- 42010- w1.Srr ( I CITY OF IOWA CITY, IOWA 17+&.O 67 . 34 201 11�2 0, 2.0% 2.0%_.....2.0% C70 r7n zyEzz Z14=, 668.4 665 -AiN M _�tctj, fowl -1 LIFO 0", 0 1 0 ITO 0 81, 0 t � 0 I 0 4 0 j 0 1 0 ±40 I 10 1� 0 1@0 1 0 120 1: Io 140 1 0 _�t PROJECT NOr 081016-00 HGNED By, a DIES. ATE BY REVISION DESCRIPTION _61LO SHEET NO. :'S'o"PE'y 420TH STREET CORRIDOR IMPROVEMENTS ITS PROJECT DATE: 05/28/2010 .. ... I #Foth 420TH STREET CAD DATE, 6/t/2010 107t56 OR DRAWN BY: J.CE8GWfE? FROM US HWY 6 EAST TO CITY LIMITS I W.10 CAD FILEi X:\D4\HE\2008\08I016 OOWAWI��\.,420U,_41.SHT I' I I CITY OF IOWA CITY, IOWA CROSS•SECTIONS I fo l 11 0 l 0 l 0 1 0 1110 co Eo 0 EO 0 40 0 20 t0 10 20 0 40 J.0 60 0 80 0 1 0 1 0 1,10 130 l 10 10 fib .. 67 .71 675 675 — _ ....... :. 6673.5.... 666.9 680 N F;sn 67 .3 L__ _ 675 97R z. % 4/.2.0'1 2.07. 2.0% 2. a% qrj 612. ^. _67.0. 666.5 680 '.. +IJU UIj _ 67 .91 675 679 2.0% 2.0%q, 9=O, 670 P 669.7 . — — — — 666.4 — \ .mva .EV, 1 0 1 10 too 10 l 0 1 0 0 80 0 0 0 40 00 0 10 10 20 00 4 0 60 0 80 90 1 0 1 0 1 0 10 l 0 1 0 PROJECT N0, 081016 -00 DESIGNED BY: B.HOPKEY NO BATE 420TH STREET CORRIDOR IMPROVEMENTS 6NEEi N0. BY 1 REVISION DE5CRIPTION PROJECT DATE: 05/26/2010 CHECKED BY, MOYER5 420TH STREET CAD DATE: 61112010 I:DS9 PH DRAWN BY: J.DEBDWER FROM US HWY 6 EAST TO CITY LIMITS W,11 CAD FILE: xnCMPTEK 2006\ 061016- 00PCADKPmosK.s_42fth -y .SNT CITY OF IOWA CITY, IOWA CROSS-SECTIONS 1150 l 10 130 l 0 10 1100 co Eo 0 E 0 E 0 40 0 0 10 10 0 3'0 40 0 60 0 E 0 90 1100 l 0 10 t 0 110 1130 CFIO - 2% 4% n 6.79 2.0% 2.0% 2.0% 2,0% ✓:� /A /A Z c,8n 121+0 A.O I D C80 67 I -- 669.] _ 74.1 - 12.0'/. 2.0% 2.0% 2.0% 667.8... .emu Ho 1 0 120 120 1 0 1 0 0 80 70 o 0 0 0 0 10 t0 0 30 4 q0 6'0 70 6'0 90 1 0 l 0 120 ] 0 140 1+0 PROJECT NO. 081016 -00 OESISNEO BY: B_HOPKEY NO DAIE fiY REVISION DESCRIPTION SHEET NO. PROJECT DATE: Dvze]zow cHECaeo erg ssovERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 6/1 /2010 1:38:03 PH DRAWN BY: TwB0 %ER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.12 CAD EaE: xnoNxlExzooaxoaml6- oo4CA0xPfere\V.4z0ib- vULSHi CITY OF IOWA CITY, IOWA CROSS•$ECTIONS 1150 l 10 1 0 ] 10 10 1100 0 0 10 E 0 0 40 0 0 10 10 20 0 40 50 E 0 0 E 0 C 0 1100 l 0 10 1:30 110 1150 24+00.00 - - -7 . 2.0'% 4 % :. 2% 74.2 23 50.0 AL& -6-75- T 673,7 2 + 040 64 _6Za /4 L2O 4 7 2/ 2.0/ 2.0% 2.0 r7 6 4.0 \ - - \... ... ._ 673.5. 22+ 680 % — 6a 2.0% 42.1/ yy Val ',g? f,7F_ 14* 2.0% _ / k .l,. tR. 73.91 6 4.0� ' \""O'44C, 1( Iva 10 l40 1 0 l 0 ] 0 l 0 Co 0 0 0 0 40 0 0 10 10 0 30 40 0 0 0 �0 l00 1 0 1)'o ] 0 140 10 PROJECT N0: 081016 -00 DESIGNED BY: B.HOPFET 80 GATE BY PEVIS]ON OESCRIPT104 SHEET NO. PROJECT DATE: 05/28/2010 CHECtEO BY: SHYERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 671/2010 1:3806 PH ORANN BY: 3.OEBOMER - FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET Vi1,13 CAD FILE, x: �ov�1E�z0oe�Detms- a0�cno�ale,,.�x,_4zom.w lsrrr - CITY OF IOWA CITY, IOWA CROSS- SECTIONS 150 1 Io l Io l 0 l 10 1100 CO Eo 0 60 0 40 0 20 10 10 20 30 40 0 0 0 E0 0 l 0 1 10 1 10 ] 0 1 0 10 680 \1 )0. nin iT - 67 .09 675 2 G751 671.6 : 674.26 2.0% 4 _ _ _ 4 %2% — -.. — _ 25+00'.A C8 67z.5 2.0% 4. 4% !_ 673.0 i ........72.6 -- — 24+1501.00 674.86 675 4% 21 / 674,2 - - _ _ Jug o 20 0 _ jo, , „1,z ow ] 0 1 0 130 120 1 0 l 0 0 0 0 0 40 0 0 10 10 0 30 40 0 '0 0 $0 50 1 0 1 0 1 0 1 0 1 0 150 PROJECT N0, 081016 00 DESIGhEO BY: B.Ho"EY NO DATE BY REVISION DESCRIPTION SHEET N0. PROJECT DATE: 0sne/z010 CHECKED BY, R CIE RS _ 420TH STREET CORRIDOR IMPROVEMENTS ceo DnTe s]vzom 1:86:10 P4 DRAUN Br: J.DEeOUER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W,14 CAD ME: xnDH\IE\z0OB\0em16- 00\CAD\Pl.r \vs4z0u -v I.SHT - CITY OF IOWA CITY, IOWA CROSSSECTIONS ISO I o I Io 1 10 t 10 1100 Eo Eo o as 20 20 to 10 2 0 o 40 60 o a o 1 0 1 0 1 0 130 140 ilio 128+00.00 — 6 — — ssn 127 + 0.0 D 680 \ 2.08. -..— _ __._ 4J 2. o'J — 674.5 — 74.0 -: 67 .5 OL 673.7: 673.6 — a 1 1 0 ] 0 l 0 1 0 1 0 L O 0 0 0 0 0 40 0 0 l0 l0 0 0 40 0 60 0 SO 0 �� 0 10 1 0 1 0 1410 1150 PROJECT NO: 081016 -00 o6s16vE0 en a.NOVaer 6O DATE fir 420TH STREET CORRIDOR IMPROVEMENTS SHEET 60. REY1s1ON DESCRIPTION PROJECT DATE. 0sne7z010 ZED. sw ssovERS PH ORAkM 8Y: J.OEBONER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W,15 CAD DATE. 61112010 W803 CROSS- SECTIONS 'AD FILE, %: \DH \IE\ 2008 \081016 -00 \CAD \Plans \xs_420th -01 sHi CITY OF IOWA CITY. IOWA 1150 1 10 130 l 0 1 10 1100 0 E 0 0 Eo W 40 0 20 10 1 10 20 W e 0 0 1100 l 0 10 l 0 l 10 ISO 30+00.00 67 .56._ _ a_ gAn 2] qr] 677.4 :. 6]].1 29+ 50.0 67 .06 60 :4x2.0% 2.0% 4% T% LOZ.. —.. LO7 47.. — _ 676.7 675_... -_,_. 676.7 _ 129+00,010 67E.56 2/. 0/ — -- —..— _ — — — — _ — — —_ 676.1 '— 675-1 + x.— _ 2.0% 4 ' _ M 7 e, 77- 1 0 l 0 1 0 1 0 l 0 loo 0 O 0 0 0 40 0 0 10 l0 0 O 40 0 0 0 0 0 1 0 l 0 l 0 l 0 l 0 l 0 PROJECT R0: 081016 -00 OESIGNEO BY: B.HOPIEY NO OATE Cl 420TH STREET CORRIDOR IMPROVEMENTS SHEET ND. PEVI8I0.4 OESCRIPt IOY DATE. D5/28f2om cHEC4EO Br: 6sWEPS _ FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.16 CAO OAIE: 6/1/20 10 CAD 1:36:17 PN DRANN BY: d.o660uER CROSS-SECTIONS CAD ERe %nDN\IE\2008\ 081016- 00\CAD\Pla \s - 420N_.OLSNr CITY OF IOWA CITY, IOWA 1150 t 10 t 0 1 10 1 0 100 Co 80 0 EO 0 40 0 20 10 to 20 0 40 EO YO EO CO 1100 1 0 t o t 0 t o ISO 32_+00.00 685 -- _ 67 .56 "' - -- _ _ - 680. 67c.06 - '.2% - - - GRO - -_ -- -. 2A% 2.02 2.0% 9.9'.. - - - - 16]9. 5 67 .5 .. gan LIE_ _ -- -- — a .4. 67E.06 Kr CRO _ - 4% I2. q�2 - T — V .... _ ` / 6]8.3.... city tCC 677.9 Ova ci f, 'EJt4'.t t2. Ito 1 0 Ito 1"0 10 1 0 0 0 0 0 0 40 0 0 10 0 0 40 0 0 0 E 0 c 0 1100 1 0 120 l 30 110 l 0 PROJECT NO, 081016 -00 OE TONED BY: fi.HOPXEY NO GATE 8Y 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. REVISION DESCRIPTION PROJECT Dare, 05/26]2010 caeca.. fir: ssov as FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W•1 7 CAD DATE: 6]1/2010 1.38:20 PN ORAeN fir: d.oeaO�'Ea CROSS-SECTIONS CAD PILE: xnOA VE520o8\081016- O9rCAD\P1an:r.: 4z0>n_m1s0T CI OF CITY. 1150 1 to ] Io t >0 l 10 10 CO Eo 70 Eo 0 40 0 20 10 10 20 0 40 0 E 0 0 0 C 0 l 0 1 0 ] 0 ] 0 1 0 l 0 134+00.00 f" 681.56 say — 4 684. ry 2.0% —'— -- _ -- _ 2% _ —'— - -- — — — 4.... 2.01.... 2.0% 6 J C80 C80 33+150 .0 6 — 2f0i- 4:, _. — \ �'L -. ..._. .. ,._.. ..._ — — —. T ...-. _.. 680 1682. 771 C80 7t6'. 133+00:.00 _6H5_ - 601 2.0% 2.0% 2.0% 2.0' 1.6 r\ 32+ .0 s" w,: — — - -- — - -- - — -- — — — — — 2. 2.07. )10 C80 808 —2. '. 1 0 1 0 ] to 1 0 1 o IL 0 E 0 0 0 0 40 0 0 10 10 Jlo 40 lo 0 lo o o 0 A' 110 1 to 1 10 150 PROJECT N0: 08TO16 -00 OESI6M1£0 BY: B.HOPKET NO DATE BY 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. REVISION DESCRIPTION PROJECT DATE: 05/26/2010 CHECKED BY: S.SOVERS FROM US H TO CITY LIMITS 420TH STREET W,� 8 CAD DATE. 611/2010 1138:24 PN DRAWN Bn J.OE80 m CROSS-SECTIONS 1. CAD ERE. %AOHVE \2008 \08101600 \CAB \Plans \x_42CU_. LSHr CITY FEAST CItt oFIOWAGtt,IOwA 1150 1 10 1 0 10 1 0 1100 Eo 0 co 0 20 10 10 0 0 40 0 0 0 0 0 1100 10 1 0 1 0 110 10 cgo 681156, '., _6a5_ — 687.7 -- 68 v al 06 — — —I — — — — — 66 .0 — —X2.0% / 2.0% 2. 2.0% _ — _ — 667.5 — —. — 6c)o 690 35+ .0 68.6. 3.9 2.0% 2.0% 2.0% _680_ —` -- 34+ 00 68 .06 Hf 4• B X2.0% 2.0% - "' 2,0'/. 3.5 T)�LT E1 City k- 1 0 1 0 Ito 1 0 1 0 100 0 0 0 0 0 40 0 0 ]0 10 20 0 40 0 0 0 80 0 1 0 t 0 1 0 1:30 Ito 1 0 PROJECT ND, Osrols oo DssIU�EO fir: O.HOPKEr no DnrE 6r 420TH STREET CORRIDOR IMPROVEMENTS SHEET na. FEVISmN oescnrPnow Pfla6cr oRrE, ovzeizsio PRO cHECxeO fir: ssovE6s I I I FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.19 GATE: 61112010 1:38:2) PY Dflnwu er: d.066oxEa CRO$$•SECTIONS CAD FILE, %:s Dx\IE\z00s\06IOI6- 00vcnovPlans\.: azoan wiser CITY OF IOWA CITY, IOWA ISO ] 10 1 10 10 10 ] 0 co Eo 0 Eo 0 40 0 20 10 1 1 10 0 0 40 t 0 E 0 0 E 0 0 too l 0 120 ] 0 l 10 l 0 138+00.010 684.7 i - 37+ 0, 689 — 684.6 683.9 DzQn 7+ 0.0 90 68 . 2.0'/. - - 68.9 Av q. —TO - Jr - - 684.5 – '— — — — gQn XE1 684.06 2,0% r - io 683.61 low 1 City, 10v a 1 0 1 0 1 0 1 0 1 0 1 0 CO 0 0 0 0 40 0 0 l0 1 10 2 0 0 40 70 SO C 0 l 0 l 0 l 10 10 1 0 l 30 PROJECT N0: 081016 -00 OESIGNEO BY: B.HOPKEY 420TH STREET CORRIDOR IMPROVEMENTS 5lIEEi N0. NO GATE BY REVISION DESCRIPTION PROJECT DATE, DvzeizDla cTREE Br: ssOVeas FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W'20 CAD DATE: 6/1/2010 1:38:30 PM BRAWN BY: J.OE6ONER CROSS-SECTIONS CAD EaE: x:\04\IEA 2006\ 061016- DOACADAPians\xs_4200:_v01.Slrt CITY OF IOWA CITY, IOWA 11 io 10 10 10 1 0 110 % 80 60 50 40 3 D 20 to 1 10 20 30 40 50 60 70 80 90 1 0 1 0 l 0 1:10 1 0 l 0 640_ _ ! - - 68 .l0 685) 685 % J. 3.1Z _683:1 ,2y _ ;..... _i <... 39 0' 68 5'1 -� 682:6 38 0.0 9 - - 6 4.64 – 2/ 684.0 6\ 6go 38+ 0.0 wn, - 684.83 - 7 685 4 684.1_ - t. l 0 l 0 l 0 Ito l 0 110 03 80 0 60 50 4 0 ZO 13 10 2'0 30 4 50 60 70 8 9 J ] 0 1 0 l 0 1 0 110 l 0 PROJECT NO: 081016 00 OESIONEO BY: a.xovaer NO DATE By 420TH STREET CORRIDOR IMPROVEMENTS REVISION! DESCRIPTION PROJECT DATE. 05 /26/2010 OHEUEO BY: ssov Rs — _ FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET L;2 CAD GATE: 8/1/2010 1:38:34 P4 DRAWN BY: J.DEBONEfl CROSS- SECTIONS CAD FILE: %: \UN \IE\ 2008\ 0 810 16- 00 \CAO \Pl. \xs_4206- v01.6Hi CITY Of IOWA CITY: IOWA 10 1110 l 0 1 0 1 0 100 40 80 0 60 50 40 30 20 ]0 I 2 30 4 50 60 70 80 90 1 0 1 0 1 0 ] 0 110 l 0 q –_ —,. i u 0 10 '.. _ 34 680 681.5 �.. _ — — — — — — — — — — — — — _ — - '. 6go - _rl I TF�) 690 6K,60. . JUN 0 1 ?_010 fOl 3.9G X Hty ,k'rk ✓ ci Y, low 680 . 681 ] �— 81.1 r02 I 0 1 0 10 10 l 0 110 90 8 0 8D 50 4 l 1 l0 30 4 50 60 70 80 l 0 l 0 Ito 1 0 l 0 1 0 PROJECT Rm 061016 -00 DESIGWD Br: 6.HOPKEY t210 420TH STREET CORRIDOR IMPROVEMENTS SHEET n0. no I DATE I BY REVISION DESCRIPTION PROJECT DATE: 05/28/2010 CHECKED BY: S.SOVERS I FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W,22 CAB DATE: 6/1/2010 1:36:3) PM BRAUN 6Y; JAEBOXEk CROSS-SECTIONS CAD FILE: x:\On\IE \2008\ 081016- oO\cnO\Plans\s_420u- .a1sHT CITY OF IOWACItt,IOWA IF IT 0 11 0 ] 0 1; 10 1 0 1ffl0 40 80 70 60 50 43 30 20 10 t D 2' J 33 4 5 D 70 80 90 DO 1 0 1 0 130 10 PRO J20+ Q1010, 67 .45 _..4/.676___.T__T 6661 67 .31 z X70 6]0.3 _ _ - _ _ _ 3, 6+ 6617 19+ 0.0 67 .14 -/ 671.4 _ ::: 7 667. OY i 0.5 I 10 4% 671_3 _ - .�� - - i .. 617.1 _.4. t 0 10 1 0 1 0 l 0 1�0 40 8'0 6 5 30 20 I 10 20 30 40 50 60 70 II� 90 li0 1 0 1 0 l 0 1 0 1t0 PROJECT BE. 081016 -00 DESIL'ff0 eY: B.HOPFEY NO 420TH STREET CORRIDOR IMPROVEMENTS R SHEET NO. DATE BY PROJECT DATE, 05/28/2010 CHEC3EO B . Bs0YEe6 FROM HWY 6 EAST TO CITY LIMITS U.S. HIGHWAY 6 x 0� E75EEEEEd CAB GATE: 611/2010 1:38:40 PM DRAWN 8Y; J.OEBOAEfl CROSS- SECTIONS CAD FILE: XAOM \IE \2008\08IO16 -00 \CAD \Plans \xs- hvy6_xO LSM CITY OF IOWA IOWA 150 ] 0 1:10 t 0 1 0 ] 0 9i0 80 70 60 50 40 30 20 10 11 1 0 2' D 33 43 50 60 70 80 90 ] 0 l 0 ] 0 130 1 0 11 io 322+5M' 671, 67 sz rz 67M _.- -- 665.9'. / \ \ 64.2: 22+ 6. 67 ,67 96]2.0 -6-7a 670 \ J 665 66 .9' csn rrn 20 2.5 50 z q/ 671.9 _L_ I.. :..: 670 -- 669.9 �- -- T _ ] 0 10 1:10 1 0 1 0 1 0 40 80 6:0 50 4 30 2'0 10 13 20 3'0 40 50 60 7 0 80 CO 1 0 1 0 1 0 1 0 1 0 1 0 PROJECT NO; 081016-00 DESIGNED BY, B.NOPREY N0 GATE BY REVISION DESCRIPTIC4 420TH STREET CORRIDOR IMPROVEMENTS SMEEi N0. PROJECT :ATE: 05/20/2010 - BR S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS U.S. HIGHWAY 8 X.OZ DRAHN 9Y; J.OEBOXER DATE: DRAWN cno DATE: s /vzolo 1:30:43 PM CITY OF IOWA CITY, IOWA CROSS- SECTIONS CAD PILE: x;\:. v\ IE\ 2: 0:\ 0: lmG- 00\CA:\Pian:\.:_nVy6_.ol.Sn, ISO l 0 ] 0 10 1 0 111 0 C0 80 0 60 50 40 30 20 l D I I 2'0 30 4 D 5 D 60 70 80 0 too 1 0 120 130 140 150 23+ 00 671. s - .. .:_.672.2 '.. .._ -.. - - -- `.._67.6 __ —jam C7n — — — A / \ O% \.. . -6 5,2 I \ \ G. crin 2tip]..1 0 0 -67 .76: - '.'. .'. 6Z5 .. _,.... ... '.:. •, _.672.2 -- _ . " c7n _. — — � i rf;5- nv J 66d ] _111 � _ A :. .'xbvba �.. tav 1 0 1 0 1 0 1.10 1 0 110 0 810 D 60 50 40 i 20 10 l0 20 3!0 41b 50 60 0 40 110 110 Ito l 0 1 0 150 PROJECT No: 061016 -00 DESIGNED BY: B.HOP3EY 420TH STREET CORRIDOR IMPROVEMENTS SHEET rvo. RMSRON DESCRIPTION PROJECT DATE: 05]28/2010 CHEERED BY: MOVERS FROM US HWY 6 EAST TO CITY LIMITS U.S. HIGHWAY X.03 ra— CAD DATE: $1112010 1:38:46 PH DRAIPN BY: J.OEBOAER CROSS- SECTIONS CAD FILE: %: \OH\IE\ 2008\ 001016 -00 \CAD \Plw \x - hp6- xU1.Sht CITY OF IO WA CITY, IOWA Ilio 10 130 11.10 10 IN 90 8'0 7 0 60 50 40 30 20 t0 10 20 3 D 40 50 60 70 80 90 110 1 0 l 0 l 0 l 0 10 24+ 5.0 67 4 fi75_ ..:.. .... — — : 572. r'_.. 670.9 _ _ J Ox CFO 324+00: 67 .7 . 672.2 ... — 670.7 :. — `Tr \ y ci Lto 0 l 0 l 0 1 0 I10 90 80 60 50 4 30 20 0 l0 20 30 40 50 60 0 80 9�0 li0 1 0 10 130 140 l 0 PROJECT NO: 081016-00 DESIGNER BY: B.HOPdEY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. NO DATE BY PROJECT DATE: 05128720/0 1HECREO BY: S SOVFxs Fat h FROM US HWY 6 EAST TO CITY LIMITS U.S. HIGHWAY 6 X.04 ce0 DATE: s7v2olo 1:38:50 PN oRAV.w BY d.o6eRu CROSS- SECTIONS CAD FILE: %: \ON \IE\ 2008\ 081016-00 \CAD \Plans \1 z- hvl6 -a01sM CITY OF IOWA CITY, IOWA A an PROJECT NO, 081016 -00 DESIGNED BY; B.HOP3EY PROJECT DATE, osizeaalD cxecseD Br: ssevERS CAD DATE: 6/1/2510 1:3853 P4 DRAW Br: S.SOVERSR NO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY EAST TO CITY LIMITS U.S. HIGHWAYS SHEET 40. X,05 - - - -- CAD FILE: X: \OY\IE\ 2008\ 081016- 00\CA0\Plans\a.nvf6- rDi.aht CIttoFIOWACm,IOWp F CROSS- SECTIONS Ifo Igo I ?o IIo Ipo 9'o ao �10 6io `ro 4p �o zoo Ib Q Ito z,O �;0 410 �p s;o io do 9b Ibo I►o alli PROJECT BO: 081016 -00 OES10 \ED BYE B.HOP %EY NO DATE BY REVISION DESCRIPT104 SHEET HO. PROJECT CATER 05/20/2010 CHECKED r 420TH STREET CORRIDOR IMPROVEMENTS BY. MOVERS CAD DATE, 6n/2010 1:32,5T PH DRAWN BY: J.DE608ER FROM US HWY 6 EAST TO CITY LIMITS U.S. HIGHWAY 6 %.�6 _ CAD F1LE� xnDHVE�z00eAOemis- 00�CAa�Pia„z�xz.nnfi.xm.,n< CITY OF IOWA CITY, IOWA CROSS-SECTIONS 25+152.71 679 .67 .97_ I \ _ \ 25+ 3 3.7 67 .96: fi ZO \ 0 ..:.66.0 .... _... ¢¢yy \T .: 7. leek alli PROJECT BO: 081016 -00 OES10 \ED BYE B.HOP %EY NO DATE BY REVISION DESCRIPT104 SHEET HO. PROJECT CATER 05/20/2010 CHECKED r 420TH STREET CORRIDOR IMPROVEMENTS BY. MOVERS CAD DATE, 6n/2010 1:32,5T PH DRAWN BY: J.DE608ER FROM US HWY 6 EAST TO CITY LIMITS U.S. HIGHWAY 6 %.�6 _ CAD F1LE� xnDHVE�z00eAOemis- 00�CAa�Pia„z�xz.nnfi.xm.,n< CITY OF IOWA CITY, IOWA CROSS-SECTIONS PROJECT P0: 0 810 16-00 DESIGNED BY. B.DOPEEY NO DATE OY REVISION DESCRIPTION SHEET N0. PROJECT DATE, 0vzenao c6ECeED BY, ssavERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 6/1/zOm 113901 PM DRAAw Br: JIDE60wER FROM US HWY 6 EAST TO CITY LIMITS COMMERCE DRIVE x 07 CAD ERE, x: mmlE�zOae�DelDls- OO�CnO�Pi,s.. :- .o, =eKe .az :nE .CITY CF IOWA CITY, IOWA CROSS-SECTIONS 110,34 OO.0 0 6d — __ &z - 9]11 L_ 67 , 1 .26:. 7 11 (38n 680 1 102 75• O 672,63 -- - -- — _ — -- C 7 r 68n 2.0%r 2.02 O.B' /. 0.6%._., 6] S r 67 .20 _67 Ism r - 171.7 2.07. 2.0% .0% 2.0% 2 6)3. 670 1 102 50 . 0 6 j .2 7 _ Et 11 Do ro 1.3% 1.37..0.8'/. __.67 p .0 V'.:: _ :.... ... ?EI :_ 3.6 : 2 / 2.0% 2.0% .or ... ....0% _ 632�� G 67n .': .... ��:: 1 102'_ 36.9 672 .05 '.— -- '— — � % o.B•i o.ea � �� ``,� as %--o. fi a .- '. - ... .::111 3 {St�S.'SA'3: PROJECT P0: 0 810 16-00 DESIGNED BY. B.DOPEEY NO DATE OY REVISION DESCRIPTION SHEET N0. PROJECT DATE, 0vzenao c6ECeED BY, ssavERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 6/1/zOm 113901 PM DRAAw Br: JIDE60wER FROM US HWY 6 EAST TO CITY LIMITS COMMERCE DRIVE x 07 CAD ERE, x: mmlE�zOae�DelDls- OO�CnO�Pi,s.. :- .o, =eKe .az :nE .CITY CF IOWA CITY, IOWA CROSS-SECTIONS PROJECT DD: 081018 OR OESIGNER BY: B.HOPREY NO OA@ BY REVIS104 OESCRIPTI04 �� SHEET NO. PROJECT DATE: 05/28 /2010 CHECKED BY. ssovERS _ 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 61112010 M 05 PM BRAND BY: J.OEBDUER #Foth FROM US HWY 6 EAST TO CITY LIMITS INDEPENDENCE ROAD x O$ CAD FILE: %i\DN \IE\ 2008\ 081016 -00\ CAD \Pfa s\xs- tndependence_x08.zbt — CITVOFIOWA CIP/ IOWA CROSS- SECTIONS 0 0 00 r- 0 o 00 w ~ Oct .. z z G LU J z 0 0 i T 'l • PLANS OF PROPOSED IMPROVEMENTS FOR 2010 420TH STREET CUORKRIERWOR IMPIRU"I"Y"EMENTS URBAN STANDARD DETAILS FOR PUBLIC IMPROVEMENTS ALL STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO CONSTRUCTION WORK ON THIS PROJECT. THE FOLLOWING DETAILS ARE BROUGHT TO THE CONTRACTOR'S ATTENTION: FIGURE NAME DATE NO. 2010.1 DETAILS OF EMBANKMENTS AND REBUILDING EMBANKMENTS 10 -21 -2008 3010.101 TRENCH BEDDING AND BACKFILL ZONES 04 -21 -2009 3010.102 RIGID GRAVITY PIPE TRENCH BEDDING 04 -21 -2009 3010,103 FLEXIBLE GRAVITY PIPE TRENCH BEDDING 04 -21 -2009 3010.104 PRESSURE PIPE TRENCH BEDDING 04-21 -2009 3010.105 MISCELLANEOUS PIPE BEDDING 04-21 -2009 4020.211 SPECIAL PIPE CONNECTIONS FOR STORM SEWER 04 -21 -2009 4030.221 RCP APRON SECTION FOOTING 10 -21 -2008 4040.231 SUBDRAINS MODIFIED 4040.232 SUBORAIN CLEANOUTS 10-21 -2008 4040.233 SUBDRAIN OUTLETS MODIFIED 5010.102 TRACER SYSTEM MODIFIED 6010.301 CIRCULAR SANITARY SEWER MANHOLE MODIFIED 6010.305 TEE - SECTION SANITARY SEWER MANHOLE MODIFIEO 6010.306 CHIMNEY SEALS FOR SANITARY SEWER MANHOLES MODIFIED 6010.401 CIRCULAR STORM SEWER MANHOLE 04 -21 -2009 6010.403 DEEP WELL RECTANGULAR STORM SEWER MANHOLE MODIFIED 6010,405 TEE - SECTION STORM SEWER MANHOLE 04 -21 -2009 6010.508 SINGLE OPEN - THROAT INTAKE, LARGE BOX 04 -21 -2009 6010.510 DOUBLE OPEN - THROAT INTAKE, LARGE BOX 04 -21 -2009 6010.601 CASTINGS FOR SANITARY SEWER MANHOLES MODIFIED 6010.602 CASTINGS FOR STORM SEWER MANHOLES MODIFIED 7010AA JOINTS (TRANSVERSE CONTRACTION) 10 -17 -2006 7010.40 JOINTS (LONGITUDINAL CONTRACTION) 10 -17 -2006 7010AC JOINTS (EXPANSION) 01 -25 -2001 70103A PCC CURB DETAILS 10-18 -2005 7030.101 CONCRETE DRIVEWAY, TYPE A 10 -21 -2008 7030,201 CLASSES OF SIDEWALKS 10 -21 -2008 7030.204 GENERAL CURB RAMP DETAILS 10-21 -2008 7030.207 CURB RAMP W /INTERSECTION BAD. FOR CL. B OR C SIDEWALK 10-21 -2008 9040.19 SILT FENCE 10 -17 -2006 9040.2 FILTER BERM & FILTER SOCK 10 -17 -2006 9060.1 CHAIN LINK FENCE INSTALLATION DETAILS 0I -01 -1998 9060.2 CHAIN LINK FENCE DETAILS 01 -01 -1998 EC -201 STANDARD ROAD PLAN - INLET PROTECTION STA. 04 -30 -02 101 -5 4006.4 DESIGN DATA URBAN OWA HIGHWAY 20 AADT V.P.D. CALL 20 AADT V.P.D. @10NE /292 -8989 20 DHV V.P.H. v -vw -oa TRUCKS 162.2 Total Design ESALs HIGHWAY Design Speed 40 1np_h REOUGEO wR t DO NOT SCALE FROM URH VU W Il 6 EAST TO NT Il LN78 NTT OF WWA NTY 9 WMA CITY CONTRACT NO.13008- 434990 IOWA DOT HIS[ LOCATION MAP NOT TO SCALE THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS AND DETAILS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT. T -79N THIS PROJECT SHALL BE BUILT UNDER THE CONDITIONS OF THE ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER CEMVR -00-P- 2009 -942 AND PERMIT NUMBER CEMVR -DD -P- 2009 - 942 -1. OWNER: ENGINEER: CITY OF IOWA CITY BOTH INFRASTRUCTURE & ENVIRONMENT, LLC C/O DAN SCOTT, P.E. C/O SCOTT SOVERS, P.E. 410 EAST WASHINGTON STREET 4211 GLASS ROAD NE, SUITE B IOWA CITY, IA 52240 CEDAR RAPIDS, IA 52402 PHONE: (319) 356 -5144 PHONE: (319) 365 -9565 FAX: (319) 356 -5007 FAX: (319) 365 -9631 II CITY OF IOWA CITY II *4v Fot h Foth Infrastructure & Environment, LLC 4217 Glass Read NE, SNte B Cedar Rapids, W 52402.2515 Phone: 379 - 3659565 Fax: 31M65-9631 ENGINEER: EDITH INFRASTRUCTURE & ENVIRONMENT, LLC I ENGLISH I CITY OF IOWA CITY CITY OF IO►VA CITY JOHNSON COUNTY e oSE p 2010'AII! 15 All 10: 19 (;i1 `f' ,1 1,12 f011",TA CI I Y, i0t;''r4 I hereby certify that this mq *reer;nq document was prepared by me 105-3 aG 4 K �t y�,nna [ v. JJ 07.21'87 VrS NO. DESCRIPTION Z n A.01 TITLE SHEET � A.02 LEGEND & SYMBOL INFORMATION SHEET A.03 PROJECT LOCATION MAP - SANITARY SEWER MAIN w SOVERS A,04 GENERAL NOTES 'R. 24 19 A e3+ny TYPICAL CROSS- SECTIONS AND DETAILS C.OI -C.17 ESTIMATE OF QUANTITIES AND GENERAL INFORMATION dP f � x D,01 -D.07 PLAN AND PROFILE SHEETS - 420TH STREET ws5a 5 PLAN AND PROFILE SHEETS - US HIGHWAY 6 RIGHT TURN ' E.02 PLAN AND PROFILE SHEETS - COMMERCE DRIVE & INDEPENDENCE 2 0710" O s G.01 -G,02 REFERENCE TIES, BENCHMARKS, AND HORIZONTAL ALIGNMENT 11,01 -11.06 RIGHT -OF -HAY SHEETS 4 4 cab'6 in ; es 6 I .0I -M.21 STORM SEWER PLAN AND PROFILE SHEETS 0.01 -0.06 N R.01 -R.03 ROJECT - - S.01 -S.03 LOCATION S.04 -S,05 SANITARY SEWER PLAN AND PROFILE SHEETS - 420TH ST. LATERAL R -6W R -5W THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS AND DETAILS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT. T -79N THIS PROJECT SHALL BE BUILT UNDER THE CONDITIONS OF THE ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER CEMVR -00-P- 2009 -942 AND PERMIT NUMBER CEMVR -DD -P- 2009 - 942 -1. OWNER: ENGINEER: CITY OF IOWA CITY BOTH INFRASTRUCTURE & ENVIRONMENT, LLC C/O DAN SCOTT, P.E. C/O SCOTT SOVERS, P.E. 410 EAST WASHINGTON STREET 4211 GLASS ROAD NE, SUITE B IOWA CITY, IA 52240 CEDAR RAPIDS, IA 52402 PHONE: (319) 356 -5144 PHONE: (319) 365 -9565 FAX: (319) 356 -5007 FAX: (319) 365 -9631 II CITY OF IOWA CITY II *4v Fot h Foth Infrastructure & Environment, LLC 4217 Glass Read NE, SNte B Cedar Rapids, W 52402.2515 Phone: 379 - 3659565 Fax: 31M65-9631 ENGINEER: EDITH INFRASTRUCTURE & ENVIRONMENT, LLC I ENGLISH I CITY OF IOWA CITY CITY OF IO►VA CITY JOHNSON COUNTY e oSE p 2010'AII! 15 All 10: 19 (;i1 `f' ,1 1,12 f011",TA CI I Y, i0t;''r4 CITY CONTRACT NO.: 3888 - 434710 I SHEET NUMBER A.OI I hereby certify that this mq *reer;nq document was prepared by me 105-3 INDEX OF SHEETS 07.21'87 NO. DESCRIPTION A.01 TITLE SHEET A.02 LEGEND & SYMBOL INFORMATION SHEET A.03 PROJECT LOCATION MAP - SANITARY SEWER MAIN w SOVERS A,04 GENERAL NOTES 17141 B.01 -B.20 TYPICAL CROSS- SECTIONS AND DETAILS C.OI -C.17 ESTIMATE OF QUANTITIES AND GENERAL INFORMATION D,01 -D.07 PLAN AND PROFILE SHEETS - 420TH STREET E.01 PLAN AND PROFILE SHEETS - US HIGHWAY 6 RIGHT TURN LANE E.02 PLAN AND PROFILE SHEETS - COMMERCE DRIVE & INDEPENDENCE ROAD G.01 -G,02 REFERENCE TIES, BENCHMARKS, AND HORIZONTAL ALIGNMENT 11,01 -11.06 RIGHT -OF -HAY SHEETS J.01 -J.08 STAGING AND TRAFFIC CONTROL SHEETS K.01 -K.03 PAVEMENT MARKINGS AND TRAFFIC SIGNING SHEETS L.01 -L.09 GEOMETRICS, STAKING, AND JOINTING SHEETS .0I -M.21 STORM SEWER PLAN AND PROFILE SHEETS 0.01 -0.06 SOIL BORING LOGS R.01 -R.03 GRADING AND EROSION CONTROL PLAN S.01 -S.03 SANITARY SEWER PLAN AND PROFILE SHEETS - MAIN S.04 -S,05 SANITARY SEWER PLAN AND PROFILE SHEETS - 420TH ST. LATERAL T.01 EARTHWORK TABULATION SHEET U.01 SPECIAL GRADING - US HWY 6 U.02 SPECIAL GRADING - 420TH STREET W.01 -W.22 CROSS- SECTIONS - 420TH STREET X,01 -X.06 CROSS- SECTIONS - US HWY 6 X.07 -X.08 CROSS- SECTIONS - COMMERCE DRIVE & INDEPENDENCE ROAD Z.01 -Z.03 WETLAND MITIGATION PLAN Io51 MILEAGE SUMMARY 09'17 -9/ DIV. LOCATION LIN. FT. MILES 420TH STREET STA. 100 +20.00 TO STA. 140 +26.36 4006.4 0,76 HIGHWAY 6 SHOULDER STA. 318 +60.47 TO STA. 320+22.66 162.2 0.03 HIGHWAY 6 RIGHT TURN LANE STA. 322 +26.89 TO STA. 326 +04.57 377.7 0.07 COMMERCE DRIVE STA, 1102 +36.50 TO STA. 1103 +86.15 149.7 0.03 INDEPENDENCE ROAD STA. 2110 +46.97 TO STA. 2111 +50.15 1 103.2 1 0.02 CITY CONTRACT NO.: 3888 - 434710 I SHEET NUMBER A.OI I hereby certify that this mq *reer;nq document was prepared by me or under my d�recl personal soperv,son and that I am a duly Tcensed Professional Engineer under the loss of the Stale of �OFESS /ON Iona. SCOTT K. SOVEft , P DATE 2 SCOTT K. w SOVERS License Number: 17141 17141 A My license remenal date is DECEMBER 31, 2011 Pages or sheets covered by this seal: ALL SHEETS CITY CONTRACT NO.: 3888 - 434710 I SHEET NUMBER A.OI STANDARD SYMBOLS PROJECT NO: 081016 00 DESIGNED BY B.HOPKEY PROJECT DATE: 12/34/5628 CHECKED BY: S.SOVERS CAR DATE: 5/12/2010 12:16:00 PM DRAWN BY: J.DEN)WER CAD FILE x:\OH\IE\ 2008 \001016 -00 \CAD \Plan \081016-00 AOI.SHT Interstate Highway Symbol 1ST) Septic Tank - Guardrail (Beam or Cable) QU.S. Highway Symbol oz -za -97 Cistern El GP Guard Post(one or two) OIowa Highway Symbol LP L.P. Gas Tank (No Footing) El E3 E3 Guard Post (over two) CITY OF IOWA CITY - ENGINEERING DEPARTMENT County Road Highway Symbol UST Underground Storage Tank O FP Filler Pipe 410 E. WASHINGTON STREET IOWA CITY, IA 52240 Evergreen Tree Q Latrine O GV Gas Valve C3 Deciduous Tree - Luminaire O WV Water Valve ED MORENO Fruit Tree Traffic Signal O SL Speed Limit Sign IOWA CITY, IOWA 52240 Shrub (Bushes) Traffic Signal with Luminaire O MM Mile Marker Post FAX: 1319) 356 -5167 Timber O TP Telephone Pedestal ❑ SIGN Sign -- ,- ---- Hedge O TVP Television Pedestal O WHU Water Hook Up -� Stump Telephone Pole ❑ RT Radio Tower 3�L Swamp $ Telephone Pole (Second Company) O TA Tower Anchor ITT=- Rock Outcrop Access Telephone Pole (Third Company) ❑ EB Electric Be. oo °O o Broken Concrete Telephone Pole (Fourth Company) ❑ TCB Traffic Signal Control Box v o Revetment (Rip Rap) -�' Telephone Pole (Fifth Company) ❑ RRB Rail Road Signal Control Box V v PHONE: (515) 986 -9413 Cemetery O Survey Line Power Pole ❑ TSB Telephone Switch Box �G Grave Power Pole (Second Company) O GW Electrical Guy Wire — G IOWA CITY. IOWA 52240 PHONE: 13191 341 -4461 J. S64 Y Soil Boring IC V) Cave � Power Pole (Third Company) ISM Sink Hole Railroad Power Pole (Fourth Company) E PHONE. (319) 341 -4423 PHONE: (319) 341-4425 Board Fence 73& Power Pole (Fifth Company) - Existing �Yroposed # # Chain Link or Security Fence Culverts Electrical Highline Tower (Metal or Concrete) Ex10 g Pro osed P — x Wire Fence ®- Telephone Riser Pole Stream V Terrace Power Riser Pole vEarth Dam or Dike (Existing) Telegraph Pole Trot -T Earth Dam or Dike (Proposed) 41 Satellite TV Dish - - - - - O Tile Outlet - - -W- - - Existing Water Line APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE - ° Edge of Water - 'W2- - - Existing Water Line (Second Company) ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY Existing Drainage - 'San. - - Existing Sanitary Sewer Line THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE -CALL SERVICE AT Proposed Drainage - - - T - - - Existing Telephone Line E3 Right of Way Rail or Lot Corner - - - T2 - - - Existing Telephone Line (Second Company) (] Concrete Monument - - FO -I - - Existing Fiber Optics Telephone Line ADDRESSED AT THE TIME OF DISCOVERY. Well - -St. S.- - Existing Storm Sewer Line F-1 Shading - Proposed Paved Surface ® Windmill - -0- - Existing Gas Line "`;�.',:'3! Shading - Proposed Granular Surface ® Beehive Intake - - G -HP - Existing High Pressure Gas Line Shading - Proposed Temp.PCC Transition ® Existing Intake - -G2- - Existing Gas Line (Second Company) Proposed Intake - G2 -HP- - Existing High Pressure Gas Line (Second Company) ® Existing Utility Access (Manhole) ----- - E - - - - -- Existing Power Line ® Proposed Utility Access (Manhole) OHE Existing Overhead Electric Power Line Fire Hydrant - - - -TV- - - - Cable Television Line 0 WH Water Hydrant (Rural) PROJECT NO: 081016 00 DESIGNED BY B.HOPKEY PROJECT DATE: 12/34/5628 CHECKED BY: S.SOVERS CAR DATE: 5/12/2010 12:16:00 PM DRAWN BY: J.DEN)WER CAD FILE x:\OH\IE\ 2008 \001016 -00 \CAD \Plan \081016-00 AOI.SHT 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE LEGEND & SYMBOL INFORMATION SHEET SHEET NO. A,U2 10219 TABULATION OF UTILITIES RIGHT OF WAY LEGEND oz -za -97 A Proposed Right of 7 WaR y P I i L Existing Right Way CITY OF IOWA CITY - ENGINEERING DEPARTMENT Q pofff jFY4p5FdjFSghtf(�� DAN SCOTT Existing ah'd �Vjy I J 410 E. WASHINGTON STREET IOWA CITY, IA 52240 Er�i6! Wily PHONE: (319) 356-5144 ® Easement and tTTglfR�ght(o�1 FAX. 13191 356 -5007 . Ailryryll - i; �I��VIA GI T CITY OF IOWA CITY - WATER DIVISION IN Borrow ) 104';',!1, ED MORENO W 410 E. WASHINGTON STREET O Easement (Temporary) IOWA CITY, IOWA 52240 PHONE: (319) 399 -5162 FAX: 1319) 356 -5167 ® Easement (Permanent) CITY OF IOWA CITY - WASTEWATER DIVISION DAVE ELIAS X Excess SAN 1000 SOUTH CLINTON STREET IOWA CITY, IOWA 52240 PHONE: (319) 356 -5170 ��,r -*f+- Property Line FAX: (319) 356-5172 OWEST COMMUNICATIONS q rr� Control KEVIN HEEDED I) �C Access — T 615 3RD AVENE BE CEDAR RAPIDS, IOWA 52401 PHONE: (319) 399 -7408 FAX: HIM 3990218 AT &T JIM GOEKE CONVENTIONAL SIGNS 5261 NW 114TH ST. SUITE B — TO GRIMES, IOWA 50111 PHONE: (515) 986 -9413 9 O Survey Line MID- AMERICAN ENERGY - GAS Station Reference Paint DON MASTON 1630 LOWER MUSCATINE ROAD ®— — — — Section Corner — G IOWA CITY. IOWA 52240 PHONE: 13191 341 -4461 FAX: (319) 341-4490 - - Proposed Profile Grade MIO-AMERICAN ENERGY - ELECTRIC DICK BOCK JASON L. WARREN — OHE — 1630 LOWER MUSCATINE ROAD 1630 LOWER MUSCATINE ROAD Railroad IOWA CITY, IOWA 52240 IOWA CITY, IOWA 52240 E PHONE. (319) 341 -4423 PHONE: (319) 341-4425 Field Tile FAX: (319) 341 -4490 FAX, (319) 341 -4490 - Existing �Yroposed MEDIACOM Culverts TIM EAGEN — TV 546 SOUTH GATE AVENUE Ex10 g Pro osed P IOWA CITY, IOWA 52240 PHONE: (319) 351 -0408, EXT 235 Stream FAX: (319) 351 -3839 ' WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS ANO RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY N KNOWN SHOWN. IT IS THE TRACTOR'S TO DETERMINE THEIR EXISTENCE AND EXACT CT LOCATION AND TO SYMBOLS UNIQUE TO PROJECT RESPONSIBILITY AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY WO SUCH WORK. THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE -CALL SERVICE AT 18001- 292 -8989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. THE ABOVE UTILITY COMPANIES ARE KNOWN TO HAVE FACILITIES ON THE PROJECT. KNOWN UTILITY CONFLICTS ARE BEING RESOLVED BY EACH RESPECTIVE UTILITY COMPANY. UTILITY CONFLICTS DISCOVERED DURING CONSTRUCTION WILL BE ADDRESSED AT THE TIME OF DISCOVERY. IOWA 1 -CALL# 1- 800 - 292 -8989 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE LEGEND & SYMBOL INFORMATION SHEET SHEET NO. A,U2 GENERAL NOTES —11-1H---I II GENERAL NOTES FOTH 1 II GENERAL NOTES GENERAL NOTES: I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND IOWA DOT SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED BY DETAILS AND NOTES SHOWN IN THE PLANS. 2. OWNER RESERVES THE RIGHT TO SALVAGEABLE MATERIAL REMOVED AS PART OF THE PROJECT, SALVAGED MATERIAL IS TO BE DELIVERED TO A SITE DETERMINED BY THE OWNER WITHIN THE CITY LIMITS, CONTRACTOR SHALL DISPOSE OF ALL REMOVALS NOT SALVAGED TO THE CITY. UTILITIES: 3. CERTAIN RELOCATIONS OF EXISTING UTILITIES MAY BE REQUIRED AS A RESULT OF CONSTRUCTION OF THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE REQUIRED WORK WITH THE RESPECTIVE UTILITY COMPANIES IN ORDER TO AVOID UNNECESSARY DELAYS TO CONSTRUCTION, 4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE CALL, 1- 800 - 292 -8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS, 5, WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 6. THE CONTRACTOR SHALL CONTACT PROPERTY OWNERS TO DETERMINE IF PRIVATE UTILITIES ARE INSTALLED (ELECTRIC, INVISIBLE FENCE, ETC.) 7. PROVIDE THE LABOR AND EQUIPMENT NECESSARY TO DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL UTILITY CROSSINGS WHICH MAY CAUSE CONFLICTS AND AS NECESSARY FOR CONSTRUCTION. THESE DETERMINATIONS SHALL BE MADE PRIOR TO THE START OF ACTUAL CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY PRIOR TO BEGINNING EXCAVATION. THE CONTRACTOR SHALL ALSO THEN UNCOVER THE UTILITY, ASSIST THE ENGINEER IN DETERMINING THE ELEVATION AT THE CARRIER PIPE, AND BACKFILL THE EXCAVATION. NO ADDITIONAL PAYMENT SHALL BE MADE FOR INVESTIGATION OF UTILITIES. REMOVALS: 8. PROVIDE APPROVED WASTE AREAS OR DISPOSAL SITES FOR EXCESS EXCAVATED MATERIAL WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT. NO MATERIAL SHALL BE PLACED WITHIN THE PROJECT, UNLESS SPECIFICALLY STATED IN THE PLANS OR APPROVED BY THE ENGINEER. DISPOSE OF THESE MATERIALS IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES. 9. ALL HOLES RESULTING FROM OPERATIONS OF THE CONTRACTOR, INCLUDING REMOVAL OF FENCE PDSTS, UTILITY POLES OR FOUNDATION STRUCTURES SHALL BE FILLED AND CONSOLIDATED TO FINISHED GRADE AS DIRECTED BY THE ENGINEER TO PREVENT FUTURE SETTLEMENT. THE VOIDS SHALL BE FILLED AS SOON AS PRACTICAL -- PREFERABLY THE DA) CREATED AND NOT LATER THAN THE FOLLOWING BAY. ANY PORTION OF THE PROJECT OR PROJECT LIMITS (INCLUDING BORROW AREAS AND OPERATION AREAS) DISTURBED BY ANY SUCH OPERATIONS SHALL BE RESTORED TO AN ACCEPTABLE CONDITION. THIS OPERATION SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN PROJECT, 10. SAW CUTS SHALL BE INCIDENTAL TO PAVEMENT REMOVAL AND SHALL BE PROVIDED AS NEEDED FOR CONSTRUCTION. CONTRACTOR SHALL PROVIDE DUAL, STAGED SAW CUTS AT TRENCH LIMITS. INITIAL SAW CUT SHALL BE PERFORMED FOR SEWER INSTALLATION AND BE LOCATED A MINIMUM OF 2 -FOOT INSIDE PAVEMENT REMOVAL LIMITS, SECONDARY SAW CUT SHALL BE AT REMOVAL LIMITS AND BE PERFORMED BEFORE PAVEMENT REPLACEMENT TO PROVIDE CLEAN EDGE. ENGINEER MAY WAIVE SECOND SAW CUT. II. REMOVAL OF EXISTING FEATURES SHALL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK ON THE PROJECT, IF NOT OUTLINED SPECIFICALLY AS A BID ITEM, TREE LIMBS DAMAGED DURING CONSTRUCTION SHALL BE CLEANLY SAWCUT AND DISPOSED OF. EROSION CONTROL: 12. DURING REMOVAL AND CONSTRUCTION, USE ALL MEANS NECESSARY TO CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS, AND SHALL BE INCIDENTAL. 13. EROSION CONTROL MEASURES NECESSARY TO PROTECT AGAINST SILTATION, EROSION AND DUST POLLUTION ON THE PROJECT SITE SHALL COMPLY WITH SOIL EROSION CONTROL REQUIREMENTS OF IOWA CODE AND LOCAL ORDINANCES, 14. EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION AND UNTIL VEGETATION HAS BEEN ESTABLISHED. 15. PERMANENT EROSION CONTROL (SEEDING) SHALL BE COMPLETED WITHIN 14 DAYS OF COMPLETION OF FINISH GRADING UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER. 16. TAKE PRECAUTIONS TO PREVENT STORM WATER RUNOFF FROM BEING IMPEDED OR DIVERTED DUE TO CONSTRUCTION OPERATIONS. AREAS DISTURBED BY THE CONSTRUCTION SHALL BE GRADED TO FINISHED GRADE, 17. CONTRACTOR SHALL SEED ALL DISTURBED AREAS AT EARLIEST CALENDAR SEEDING DATES SPECIFIED BY SODAS, REGARDLESS OF PROJECT STATUS. EARTHWORK: 18. DO NOT DISTURB GRASS AREAS OR TREES OUTSIDE THE CONSTRUCTION LIMITS, THE CONTRACTOR SHALL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES OR EQUIPMENT, OR USE THESE AREAS FOR STORAGE OF MATERIALS. 19. ANY ADDITIONAL EXCAVATION REQUIRED FOR DITCHING OPERATIONS, SMALL SWALES OR LIMITED RESHAPING OF ADJACENT AREAS TO PROVIDE FOR DRAINAGE SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 20. KEEP DIRT AND DEBRIS DEPOSITED BY CONSTRUCTION ACTIVITY OFF ADJACENT TRAFFIC LANES, PARKING LOTS, STREETS AND DRIVEWAYS, 21. APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. REFER TO ARTICLE 1107.07 DF THE IOWA DOT STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 22. THE TOP TWENTY FOUR 1241 INCHES OF THE DISTURBED AREAS SHALL BE FREE OF ROCK AND SHALL SUITABLE FOR THE ESTABLISHMENT OF VEGETATION, SUBJECT TO THE APPROVAL OF THE ENGINEER, 23. FIELD VERIFY EXISTING PROPERTY PINS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR REESTABLISHMENT OF SURVEY MONUMENTS (PROPERTY PINS AND SECTION CORNERS) WHICH ARE REMOVED OR DAMAGED DURING CONSTRUCTION. MONUMENTS SHALL BE RESTORED BY A LICENSED LAND SURVEYOR. THE CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST TWO DAYS IN ADVANCE OF NEED TO RELOCATE AND PRESERVE MONUMENTS DUE TO THE PROPOSED IMPROVEMENTS. PROJECT NO 001016 -00 BESIWFO BY, B.HOPKEY NO GATE BY REVISION DESCRIPTION PROJECT DATE: 12/34/5678 CHECKED BY: S.SOVERS CAD DATE: 5/17/2010 12:16:03 PM ORA., BY: JAEBONER (— - #Foth CAD FILE: X. \OM \IE \2008 \08!016 W \CAD \Plans \OBI016 00 AO LSHi r FIELD TESTS: 24. FIELD TEST TO BE PERFORMED BY INDEPENDENT TESTING FIRM CONT�ACT &D�BY fHE QONJRACTOR. TESTS PERFORMED DUE TO PREVIOUS FAILURE WILL BE CHARGED BACK TO CONTRACTOR. SCHEDULE: 2010 JUN 15 A; �0: 21 25. SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS S HE OLE SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTJJQN CO<F R N'l�}-, , NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED ANO ACCEPf�T].i t ..00)YTq{ CTOR SHALL THEN PERFORM THE WORK AS TO CONFORM TO THE SCHEDULE. 1 O V"M Cl I '/ I WIV!" 26, The CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF WORK BETWEEN ALL EQUIPMENT SUPPLIERS, CRAFTS, SUBCONTRACTORS AND UTILITY COMPANIES INVOLVED IN THE PROJECT, INCLUDING STAGING OF CONSTRUCTION ACTIVITIES AND DETAILS. 27. FINAL INSPECTION: THE CONTRACTOR WILL BE REQUIRED TO HAVE A REPRESENTATIVE AT THE FINAL INSPECTION AND WILL BE RESPONSIBLE TO OPEN ALL MANHOLES FOR INSPECTION BY CITY PERSONNEL. 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE GENERAL NOTES SHEET NO. A.04 EX, R/W R/W EX. R/W I NORTH PROPOSED 95' R.O.W. (45' NORTH, 50' SOUTH) SOUTH ; EXISTING 79' R.O.W. (45' NORTH. 33' SOUTH) I .0' F4- 8.0' 14.5' 0. 4 43.0' 4v0 [ 5.0' �i { 22.5' �� �I�0 ..IJIi 21.5' 21.5' 1•/S <0 WESTBOUND TURN N I G EASTBOUND C If �f l_I Ita aF TRAFFIC IN TRAFFIC 7.D'- ®��-7.0' ��I�6 [ � I `I', IU'�!��. TYp• / 4 PROFILE GRADE 2.0% © © FUTURE SIDEWALK J 9• s NOTES: NORMAL SECTION SHOWN MAY BE "� '%`"'' "' ° "` ''-•�"" _ ,,.,.. s APPROPRIATELY MODIFIED FOR AREAS Y ., -- _____ SPECIFICALLY DESIGNATED BY THE -' f - - - - - / ENGINEER SUCH AS INTERSECTIONS, I REFER TO OTHER DRAWINGS FOR 3.0' DETAILS n 5 01 REFER TO FIGURE 7030.201 I x-16" WATER I4A fN (TYP) 0 FOR DETAILS OF CLASS B v f I J-4-- STOR14 SEWER (TYP.) SIDEWALK CONSTRUCTION. Q v (2 ) EXCAVATE AND BACKFILL 3.0' PCC PAVEMENT W/ CD BASKETS 03 BACKFILL 6" PCC INTEGRAL CURB 12" SUBGRADE PREPARATION 6" MOO IF IED SUBBASE TYPICAL CROSS SECTION 05 REFER TO FIGURE 4040.231, TYPE 1 420TH STREET THREE LANE ROADWAY CASE B OR CASE C INSTALLATION AS SHOWN IN TABULATION 43.0 B/B © KT -2 OR L -2 JOINT LOCATION O 07 JOINT LAYOUT SHALL BE AS SHOWN ROAD IDENTIFICATION STATION TO STATION Inches W/ 6 INTEGRAL CURB IN THE 'L' SHEETS. TRANSVERSE 420TH STREET 100 +20.00 1 122 +65.76 l0 JOINTS WILL BE 'CD'. R/W EX, R/W EX. R/W R/W NORTH PROPOSED 100-FT. R.O.W. SOUTHO EXISTING 66 -FT. R.O.W. 1.0' a 8.0' ®I� 19.5' _431.0' 22.5' �I -® _'� 1.01 21.5' S<O,OF 11 5 WESTBOUND TURN NG EASTBOUND Iprp TRAFFIC 7 O' TR_F�IC 7 0, TRAFFIC PROFILE GRADE 2.0%=3b- 4 4 � 2.0 NOTES: ,,,_g, ,;, z;, 4.0 %sJ� O T O 4OAFUTURE SIDEWALK NORMAL SECTION SHOWN MAY BE 7 APPROPRIATELY MODIFIED FOR AREAS 1 �.,2 0/ 2 0/� O 3 S OpF SPECIFICALLY DESIGNATED BY THE Q .»r f , ENGINEER SUCH AS INTERSECTIONS. �� ^� °' °" "' � -- REFER TO OTHER DRAWINGS FOR `_ - _.-____________ _______________________________ p_I DETAILS (1) REFER TO FIGURE 7030.201 5 3,0' FOR DETAILS OF CLASS B SIDEWALK CONSTRUCTION. ()-4-16" 02 EXCAVATE AND BACKFILL 3.0' WATER MAIN (TYP) O STORM SEWER (TYP.1 03 BACKFILL Q G" PCC INTEGRAL CURB (PCC PAVEMENT W/ CO BASKETS 05 REFER TO FIGURE 4040.231, TYPE 1 CASE B OR CASE C INSTALLATION 12" SUBGRADE PREPARATION 6" MOO IF IED SUBBASE TYPICAL CROSS SECTION AS SHOWN IN TABULATION © KT -2 OR L -2 JOINT 420TH STREET (Future Road to Cfty Lhite) THREE LANE ROADWAY 07 JOINT LAYOUT SHALL BE AS SHOWN 43.0' B/B IN THE 'L' SHEETS. TRANSVERSE LOCATION O JOINTS WILL BE 'CO'. ROAD IDENTIFICATION STATION TO STATION Inches W/ 6� INTEGRAL CURB 0 REFER TO SHEET U.02 FOR 420TH STREET 122 +65.76 138 +80.00 10 SPECIAL GRADING DETAILS. PROJECT NO: 0 810 16-0 0 DESIGNED Er: E.HCPKEY eo DATE BY REVISION DESCRIPTIOU 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET No. CAD PROJECT ogre: 12i34i567e ORARCHECKED Br. S.60VEF6 _ FROM US HWY 6 EAST TO CITY LIMITS B.01 CAD FATE: 6n MME\2 12:I6:OA PN oeaws 6-C I.D6eowER TYPICAL CROSS SECTIONS AND DETAILS CAD FILE: %: \pH \rE \20D8 \06101600 \CAD \P -ws \OBI016-DD.9OLSHi CITY oF IOWA CITY, IOWA NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS FORE DETAILSGOF C7030.201 SIDEWALK CONSTRUCTION. REFER TO L— SHEETS FOR LOCATION OF SIDEWALK. 2� EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL ® 6" PCC INTEGRAL CURB O5 KT -2 OR L -2 JOINT © JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. NOTES: .0' a.o' EXISTING 50' R.O.W. 28.0' 14.0' )-+ 14.0' 4 9.0' 9.5 --P� PROFILE GRADE LOCAL STREETS LOCATION ROAD IDENTIFICATION I STATION TO STATION 25.0' 6.0' 3 SXOp II � a 1i e n J rl § 7 2011,JIJi'I �J 10; r 1 tNfI y C.C.I�ii 1C��,i,/� CH "fl, � \fvn II,�Iij {'It TYPICAL CROSS SECTION TWO LANE ROADWAY 28.0' B/B W/ 6" INTEGRAL CURB NORMAL AOp6, ' EXISTING 3" HMA OVERLAY APPROPRISATELYO MODIFIED FOWN AREAS aQE 3 SPECIFICALLY DESIGNATED BY THE XTyp EXISTING 10" PCC PAVEMENT ENGINEER SUCH AS INTERSECTIONS. A \1 REFER TO OTHER DRAWINGS FOR '7 10" PCC SHOULDER 6" MODIFIED SUBBASE DETAILS Q BT -3 JOINT. TIE BARS SHALL BE CENTERED 0% 10" PCC PAVEMENT W7 CD BASKETS VERTICALLY WITHIN EXISTING PCC PAVEMENT. Q KT -2 OR L -2 JOINT Q EXISTING SUBDRAIN INSTALLATION, 5.0' USE AS CONSTRUCTED. EARTH SHOULDER FILL SHALL OE EXCAVATION CLASS N10 TO US HIGHWAY B & BORROW. LOCATION Q O TYPICAL CROSS SECTION ROAD IDENTIFICATION STATION TO STATION feet feet RIGHT TURN LANE W/ US HIGHWAY 6 _ 322 +25.00 324 +33.73 12 FULL DEPTH PC CONCRETE SHOULDER US HIGHWAY 6 324 +25,00 325 +33.73 4 6-4.75 12 -4.72 US HIGHWAY 6 325 +33.73 1 325 +52.74 6 4.72 US HIGHWAY 6 325 +52.74 1 326 +04.42 4.75 4.72 1016 0mm DESIGNED B.HDP%Er PROJECT NO: 081016 -00 NO GATE BY REVISION OESCRIPi ION 420TH STREET CORRIDOR IMPROVEMENTS 6f1EEi N0. PROJECT NOTE: CHEUED Y- ar: ssOVeHS FROM US HWY 8 EAST TO CITY LIMITS B'02 CAD DATE: 611112010 0:14 PY DRAWN 611: _ d.0 60wEn _ TYPICAL CROSS SECTIONS AND DETAILS CAD FILE: %: \ON \IE\ 2008 \0610160OWADVI. s \Ofii01600_BOL6Hi I I Cm OF IOWA an, IOWA PHY0,ed pavement Proposed va"ne't dlh Q Use any %hen new roodbed overlaps elfsl'mq Top of s,1,So,e .dbed. Not for use on re!O1aRons or .here } new roadbed H to be LOT on nol:rdground. 5'rri,n. ---III — keo of eaa w6on Ike Beddbq Cmss R-I or R -2 unless specNed oth rx;se. %ose eemohAer of Wdj and Mskfil moler',a's Cs slope / 1 / Normollore l pe dfzd in Ne contract elwzA, I1d;I 0!d embohirenl � NDlmd gountl olo ! TYPICAL CROSS - SECTION: REBUILDING EBANKMENT WHERE NATURAL GROUND IS GREATER THAN 5 FEET BELOW FINISHED GRADE LINE �t Ku ProPOSCdDo aemenl .R 0.0' ! -4Y Proposed pavement kea of exmvalron Vin • 00.18 inches Tap of _L EnnSO ¢meat subgade _ — _ — = Norind lor¢slope TYPICAL TOE FILL CONSTRUCTION 'e-tope Use wre m sell'm9 toe 1115. Ip 5 mil r t4alvdgrowd ..� Ensure prop dr'a'g¢ m L �— i s:de dkh¢s is manlD.ned y /a I `6c0mGon IT, TYPICAL CROSS - SECTION: REBUILDING EIABANKMENT WHERE NATURAL GROUND IS LESS THAN 5 FEET BELOW FINISHED GRADE LINE Proposed Q povemenl �_ LIfmN loresbDe ICI Slope _ — — FI Slope / Top of shgmde F3l depth \ Norrrol U'es!ops HI s':ope 41 s!eps Ongnolground EwcavaDon imils TYPICAL CROSS-SECTION: EXCAVATION OF PEAT MUCH OR OTHER MATERIAL NOT TO BE USED FOR THE CONSTRUCTION OF EMBANKMENTS G RCP AND VCP PIPE DECIDING Refer to sleet for NVy depth festrktOo . IIR ---- -- --- ---III Ike Beddbq Cmss R-I or R -2 unless specNed oth rx;se. %ose eemohAer of Wdj and Mskfil moler',a's Cs AQ dfzd in Ne contract elwzA, Clazs IDedfrg d 0U p3 o: OD / Wale Rd a CLASS R -1 CLASS R2� CLASS Ku L25 , OD (00 Von) l 1- 125 x00 -. D/4 or 4 nrlr, 00 Outded zter of pp. 0S O+N de, span of ppe TW Teneh ITCH: 01 to, of J,e Vin • 00.18 inches Plain Re'Used ? - War.. t2540-12 'aches OR 54 ne", (.611,111, is q,st,,) ar OD Concrete os S,e6f, d DO W12 d DeDN of bc-0Sn clef of belo. p!p1: qW OD /8 OS /8 OR 4 riles /J BeddSy 5 "'. Wa1Pli91 �` or <xR xh2lH 5 gr e01H) a CLASS R -3 CLASS R -4 Pi a cf.. Coss p 0imneler R -I R2 fn[MSl BedC Bsddn 12 T ICI' IS 8' 10 18 8' IF 21 8' I F 24 8' IT 21 10' IT 30 1 IT 33 IF IT 36 I F IS 42 11' D' IB IY 15' 54 IY 6' 60 IF IT 66 If HI 12 IF IS' k •kea of Steel RefilHlin Concrete Crode CH:HeIe Ash Ppe Gosz CN,, Da ale. R-1 R -2 (.,he') Bedd'm Deddn 12 12' IT 15 12' W' 0 IT W 21 13' 18' 24 IT 23' 21 IT JO JO 19' 29' 33 IN 28' m IT 28' 42 is, Z2' 48 IT 26' 54 UP 25' 0 R 25' 66 18' 25' 12 18' 24' k � Aea '151¢¢1 Renforte+ REINFORCED CONCRETE ARCH PIPE BEDDING H 1W I � 6,• ,..q ;q y a WSUDAS /gin=rn aatca SW Fa, ° " "t� FICVGE i010.I% 9cq•IJO PoUIUN Jnv101 3 05 3 Cbzs lBeddng Walerid nl 13ms r a - - - - - - RIOta W IFITT RM6 CLASS R -5 TR6MH KOD" PROJECT NO: 061016-00 DESIGNED BY: O.HOPaY PROJECT GATE: 12/34/5618 CHECKED BY S.SWERS CAD DATE: 5/1712010 12.16:09 I'M DRAWN BY: i DEBOb'ER CAD FILE: X; \04 \IE \20D8 \061016 -00 \CAD \Plans \081016 -00 BOI.SHT B Ref, to he con al =docccPPvmmmp I 155 2o<rm mo1Hia! old P eat re�[g(r, > 4 0 U Q Re he' ilea bYSlf E y Ine ,ontioxT a&wznls X010 xiur, s ra in: i K� D��grj.yr <4111 bt sD� FiI,1.1 •t, I Trench +dlh It top o ppe d Depth of bNdeg malsltl be'ow KDe A R nd O 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE SHEET NO. TYPICAL CROSS SECTIONS AND DETAILS Be03 ALLOWABLE MY DEPTH CLASS 61 RCP CLASS IV RCP CLASS V RCP Pi a cf.. Coss p 0imneler R -I R2 fn[MSl BedC Bsddn 12 T ICI' IS 8' 10 18 8' IF 21 8' I F 24 8' IT 21 10' IT 30 1 IT 33 IF IT 36 I F IS 42 11' D' IB IY 15' 54 IY 6' 60 IF IT 66 If HI 12 IF IS' k •kea of Steel RefilHlin Cass R3 & R 4 Deddm9 No Steel k'BAT k•L02. IT IT IT IT IT 21' I& 20• 40' 18' 26' 4tY 23' J6' 40' JO' 40' 40' 29 40' 40 28' 40' 40' 21' 40' 40' 26' 38' 40' 26' J6' 40 TY 34' 40' 25' 33' 40' 24' J, 40' 24' 32' 40' Ppe Gosz CN,, Da ale. R-1 R -2 (.,he') Bedd'm Deddn 12 12' IT 15 12' W' 0 IT W 21 13' 18' 24 IT 23' 21 IT JO JO 19' 29' 33 IN 28' m IT 28' 42 is, Z2' 48 IT 26' 54 UP 25' 0 R 25' 66 18' 25' 12 18' 24' k � Aea '151¢¢1 Renforte+ Goss RJ 6 R-4 Beddn9 to Steel k•0.4/ k40y 23 28 1 40' 23 ' 30 40' 19' 40 40' 40 W 40' 40' 40 40' 40 40' 40' 40' 40' 40' 40' 40' 40' 40' 40 40' 40' 40 40' 40' 40' 40' 40' 40 40' 4P 40' AT 40' 40 40' 40 40' 40' Pipe Class Goss Wmeter R-1 RQ _ 1'nehesl B•dS BedSn 12 H' 23' 15 19' 24' 16 1Y JO' N 25' 40' 24 34' 40' 21 90' 10' 30 33 /0' 40 J6 40' 10 42 37 40' 48 35' 40 S1 33' 40 60 12' 10 66 31' 40' 12 3F 10' k • Aw of SIexI Remforcm Cf,. R3 6 R-4 Beddrq B'o Slezl k•0.4Y k•LOY JS' 40' 40' 10' 40' 10 40' 40' 40 10' 40' 40' 40' 40 40' 4p' 40' I1 40' 10' 10' 40' 40' 40' 40' 10' 40' 4p 40' 40' 40 40' 40' 10' 40' 40' 40 10' 10' 4q EXTRA STRENGTH VC P REIFORCEO CONCRETE ARCH PPE Fpe @o*eter Crehes) Cbss R-I Bedded Cbss R-2 Bed3 A24 Le S ° Coss R -3 & R 4 DWI JKe Slm Egiv. inch by CeYww, 0.. A-II TIT) (1mlhas) 18 by II 15 6' 22 by 43 H 6' 26 by 15 21 6' 29 by IB 24 T 36 by 22 30 8' 44 by 2 36 8' 51 by J 42 8' 58 by 36 48 B' A b 15 60 8' 00 6 54 12 9' loosed en Gloss R3 bedd'n9. Coss A N IF it If IS' IT 14' IS' 15' 11• 14• 1 w —SUDAS FW9iE kIA.107 f0.Y0lRl W➢CX44 n Ip^' ev 4eewz �� I0� No Sled k•0.4L k•L0Y 6 25' TOY TO 30' 30' 8 20' 96- 30' 30' ]P IT 18' IT 30' JO' 30' R IV 20 IT 30' 30' IS IS' 19' 28' 30' 30' N 14' IT AT 30' 30' 21 IT 2Y JO' 30' JO IT 28' 30' IT 30' l0 IT 29' ST 30' 30' }J 20' JO JO' JO' 30' 36 20 JIF 19' >D' JO' 30' 41 j W 26' 30' JO' 30' PI PWIO Wilily RIft IM - Aeo of Steel Renfeenq TKNd4 960,01110 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE SHEET NO. TYPICAL CROSS SECTIONS AND DETAILS Be03 �! 1 W 4"oon. ,;§`, • 4 "m Milo '3 ; Yl p ANAR ma OD Pas& dmn•21er of pK Goss Beddrq Wlerid iW Trm4n +1dN al lop of pyP� Vat• GD•16 ncnFS OR I.25aO0.12 i:Kl'es CLASS F CLASS F -2 CLASS F -3 htienever b 9motM ALLOWABLE BURY DEPTH HDPE PIPE IBe3Srg Cass F -2 IP FJI PVC PIPE OuC ➢LE IRON AWWA CI51 CLASS 51 DoPrsp�er P/Sni0 IAede51 M 291 IBZda%n9 Goss F4 or FJI IBMaiq Class F -L F-2, or FA R & BECOPNC CLASSES QI PC'A rempirdzr of bF j and boFFfn .Nl,012 Oz sP MIP I in 1!e 1.14W dOPmeats. ALLOWABLE BEDDNC CLASSES P,te MOIClil $IN1:1 $PFFf SOnilA-M ASID F 949 ABTx MOW ASIR D 2660 Umaeler fmonzs9 sold TO NoPVC Co": Etlerior FQ,F -3 F - Pqe f51Y 0 JOJ4 0.5TN F 629 ASID F 949 ABTx MOW ASIR D 2660 Umaeler fmonzs9 sold TO Sofd Wd Co": Etlerior Closed Profile Cerrpoite Ilrws iypel 8 $CR 23. SOTI 26 SOR 5qt J$ 8 JO' 28' 21' ' 40 24' 3T 32' W 3O' 28' 24' 40' 21' 26' J2' 12 30' 2a' 24 40' I 23' J2' 15 30 26' 24' 36' 21' 18' 32' W ... ... ._ 24' 21' _. ... 21 . -- -.- ._ 24' 24' 24' ... 24 _- -.- ..- 24' 24' 24' ... 22 ... ... ._ 24' -- 24' ... JO -- ... I ... 24' 24' 24' 29' 33 ... ... ... 24' -.. ... 36 Sl' 36 24' 24• 24' 42 42 21' 29' 48 24' IT 24' im 48 IT 2T 24' 24' 51 24' 6D 6" 6 °6 w2.,12 18 9a-I Wie Ws), TYPE PC•I CONCRETE COLLAR CONNECTION E,g Hlr,A Fabric Prye O'ameter Uesl Goss F-I BedSry 0.1 F'2 Bed&I Goss F -3 SWIl 4 40' 40' 40' 6 40' 40' 40' 8 40' 40' 40' 10 41Y 40 40 12 3T 40' IT 14 3f 40' 40' 16 26' 37' 40' 18 25' 34' 40' 20 23' ST d 24 20' 29' 36' 30 18' 1S' 3Y J6 IB' 22' }ti' 1 12 V' i 9' 14 19' 51 M• IT 22' 6"x6" IB 9a) ......... TYPE PC-2 CONCRETE COLLAR MKCTION Ovxap Fo r, 12' .1 Top of P'pe 15 9' IS 24 9 R 3 9' 36 6 9' 42 B. 48 8' 54 B. 60 8' �SUDAS (y� °rte K I'MIBLL (4IAVIIY PIPE IRNW KODWG CD Lap ends of Al. rrese a m Irl of 'aPNI. PPE JONT WRAPPING CLASS P -1 ALLOWABE BLRY DEPTH BEDDING CLASSES `TW L ddCw CLASS P-2 vu I c Darzler Fm<nesl WCs P I BMdrN Cass P-2 Re q Goes P -3` Elo,!" TYPICAL CROSS SECTIONS AND DETAILS g�'ceter fm<IUSJ ^Cbsz P-1 8eddrg VGOSS P -4 BAj SN Goss PJ &dQ q 4 40' 40' IT 4 Iff 23' 4P 6 40' 40' 40' �— 6 IT 23' 40' 8 40' 40' 40' 8 IT 4 36' 40' 40' X, 19' 12 11' 40' AT R 19' B 26' 40' 40' 14 19' I6 2J' 3T 40' 16 IT 32Y4� 18 20' TV 40' 18 IT D' JY AT N I9' 24 K' 29' 38' 24 19' b IT 23' Sl' 36 IT 1T )D' 42 13' 21' 29' 48 13' IT 22' 54 13 IT 2T �l l a,a. -s, °a °p CLASS P -3 QI Pace rF 6PfAf of Ndatj " baaW malxid or specfad b l� wnlmcl docm t,,' KQ 00 • WtYlo doT,ot" of pip. TIN TloMh Wdl6 at top of Too M'a • TIM IMWes OR L25.OD•12 1nPnzz I +tpPberer a T.1HIl a 0epin 01 troJIN mator',d M * hpe Ma • 00 /8 OR 4 'r hee UETo 'ar 6 9realerl PROJECT 110: 081016 -00 OESTGNEO BY: B.HOPKET PROJECT DATEI 05/20/2010 CHECKED M S.SOYERS CAD DATE: 6/11/2010 2:10:16 PN DRAWN BY: J.DEBO'dER CAD FILE: xnonvEW2oo6WOfilo16- ooxcnDSPlen :AOSmIS- BO_emsxr 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS SHEET CO. B,QL} 6U OATE BT REVISIDN DESCBIPTIC4 �— -� TYPE A -1 CLEANOUT tAS, ^speci�fre� Q Heavy duty cosl'mq. M k I'd with `Storm” or QI ( D (` I "x II ( � y I SHEET R0. g,Qrj ne "Storm C 0." BY Q Outlets Waugh intake wars to be CVP. s t}I7 2Q Do not anov casting 10 bear m lop of riser 2 inch I 0 I RCP apron Backl3 pipe: provide clemwce, min'murrt RCP " On 111110 �ack2° It. .: mJ with screw Dw9 QS 24 inch & nnete, RCP for subbam 8 nches or m.tt01 w l guard c *Wnl*role. arre f grates or ppes nth es a s LMer. ore requred for 6 .whes oM sma,'er. aPCIIOn mleriat a smaoea 30 nch diameter RCP for 10 to 12 inch malwiul pipes subdraire A manufactured tleanout may be used p 4 m Feu of Type B tleanoul, if approved by e o o` ° lha Eq'neer. ISt f �E� _ _ _ _ _ _ _ p o$ o .E Sbbose merial See Del &IA 8- (max.) PVC 8 inch PVC Peer pipe. Other $lied cops may be o bbos e tol�( o °$ o ° used +ith $mole, ape, as oppraved by Ue E411 riser pfpe. 4ze of subdr.m 411 Eng'r�eer. Porou bockfu lams bock(A O PDO. 6" rry Conwele '•6. A; A..: ` $ base 1 IN 4 bins a IB" �1s( Y t 6' l s �m,oI 48" Class (bedding mOteritl 2 48.. TYPE A -2 CLEANOUT TYPE B CLEANOUT on <enler 06" INOrlrolfrc areas ontyl (Non- iralfic areas only) me Porous bwkn o °° °° 2" m ( 'S � T 0 Vvr� Apo' 12' o mrt TYPICAL SECTION p6' pps 12" min. 2" min. 12" inn CASE A CASED CASE C TYPE I TYPE I TYPE 1 ELEVATION REINFORCING BAR LIST Nolen Type Imstal!abon is for IongiWd'nal subbon D W Mork Sze Len lh COV.I D W Murk Size Len U Count B.ckrl bdr.m /IoaVnq ar.h wrectors. I2" 2' -4" 4 2`0" 3 48 ]' -70" 411 4 ]'-6" 3 [t ID Place perforations down for UlinslClallons. 4 3' -8" 2 .S 4i2 4 31-8" 6 011IM1 molei.ol e 000 15" 2'-101 /i' 4 2'-6 % 3 54" 8'-5" 411 4 8' -S 3 r Ne &.meter 4 3' -B" 2 Porous backfN 412 4 3' -8" 6 �c 18" 3' -5" 4 P-1" 3 60" 6'11^ 411 4 8'a" 3 so 4 3' -8" 3 FIGURE 4040,231 4@ 4 A8" 6 I SHEET JOE a 24 4 6 TYPE 2 4 4'-2' 3 66 8 II 411 4 8'J" 3 °u 4 3' -8" 3 4f2 4 3' -8" 6 REVISX#1 30. 5, -].. 4 5''J" 3 ]p., q..O. 411 / g'-8" 3 ITW p @I /08 4 3`8" 4 412 4 3' -8" ] 4030321 Eli 36" 6' -8" 4 6'-4" 3 ]8" 10' -]' 411 4 By -3" 3 IOF 1 4 3' -8" 5 412 4 3'-8" ] 42" ]' -3" 4 4 6'-II' J' -8" 3 5 84" 11'-1" 411 8 RCP APPp4 SECTION FOOVNG 412 4 3`8" TYPE A -1 CLEANOUT tAS, ^speci�fre� Q Heavy duty cosl'mq. M k I'd with `Storm” or QI ( D (` I "x II ( � y I SHEET R0. g,Qrj ne "Storm C 0." BY Q Outlets Waugh intake wars to be CVP. s t}I7 2Q Do not anov casting 10 bear m lop of riser 2 inch Y -9" 00 ON or brass Backl3 pipe: provide clemwce, min'murrt Q3 �ack2° It. .: mJ with screw Dw9 QS 24 inch & nnete, RCP for subbam 8 nches or m.tt01 w guard c *Wnl*role. arre f grates or ppes nth es a s LMer. ore requred for 6 .whes oM sma,'er. mleriat a smaoea 30 nch diameter RCP for 10 to 12 inch malwiul pipes subdraire A manufactured tleanout may be used p 4 m Feu of Type B tleanoul, if approved by e o o` ° lha Eq'neer. ISt f �E� 4Q p o$ o .E Sbbose merial See Del &IA 8- (max.) PVC 8 inch PVC Peer pipe. Other $lied cops may be o bbos e tol�( o Matcn o ° used +ith $mole, ape, as oppraved by Ue cl PVC se. Match riser pfpe. 4ze of subdr.m Eng'r�eer. Porou bockfu lams bock(A O PDO. 6" rry Conwele '•6. A; A..: ` $ base 1 IN �1s( Y t 6' l s �m,oI 2 TYPE A -2 CLEANOUT TYPE B CLEANOUT }}(('y� " I(lllj 06" INOrlrolfrc areas ontyl (Non- iralfic areas only) me Porous bwkn o °° °° 2" m ( 'S � T 0 Vvr� Apo' 12' o mrt 2" min p6' pps 12" min. 2" min. 12" inn CASE A CASED CASE C TYPE I TYPE I TYPE 1 As Nolen Type Imstal!abon is for IongiWd'nal subbon only. ipDe 2 msba?,tion 4 for c.mPr.aI.O Y-0" OocUF.l t-O' BOOM B.ckrl bdr.m /IoaVnq ar.h wrectors. mate ;d [t ID Place perforations down for UlinslClallons. Sobbose .S When concrete pfpe is specified, wrap PDe joints 011IM1 molei.ol e 000 M en¢neering 1066. DO not apply jowl CompN ith Figure 4020.411. Ivarcesl ° =o °•o° psealant. (i) Porous boc41N W6, Ne &.meter Porous backfN asspe<i6e4" an. Ij H &.meter os�cespeuEed �6 innh- 6 „�— M00FED FIGURE 4040,231 CASED CASE I SHEET JOE TYPE 2 TYPE 2 SVfifIPAIN9 Cleoraul Lleamu( 45' Bend 45' beM Mdr.n Wye END OF R04 M -LME TYPE A CLEANOUT CONNECTIONS IS eA" DETAIL A 14 WD ens;ons ore nwrin'O PLAN VIEW PROJECT b'D. 081016 00 DESIGNED BY: e.rrDPrEr PROJECT DATE. 05/28/2010 CHEESED BY S.SOYERS CAD DATE: 6/11/2010 2:10:17 PM DRAwu er d.DEeOwER CAD FILE: % : \04 \IE \2008 \081016 -00 \CAD \Plans \OBI016 -00 BOI.SHT Q Heavy duty cosl'mq. M k I'd with `Storm” or QI FilannWar spore wSh nom sMnk grout. TYPICAL CROSS SECTIONS AND DETAILS SHEET R0. g,Qrj ne "Storm C 0." BY Q Outlets Waugh intake wars to be CVP. Threaded PVC cep ( _ von body ferrule 2Q Do not anov casting 10 bear m lop of riser 2 inch Evlend outlet qe Into structure as required to Q or brass pipe: provide clemwce, min'murrt Q3 rodent Roden) rgrates mJ with screw Dw9 QS 24 inch & nnete, RCP for subbam 8 nches or guard c *Wnl*role. arre f grates or ppes nth es a s LMer. ore requred for 6 .whes oM sma,'er. smaoea 30 nch diameter RCP for 10 to 12 inch pipes subdraire A manufactured tleanout may be used p 4 m Feu of Type B tleanoul, if approved by lha Eq'neer. Sobdran 4Q Deign is intended far use in ronjwclion .41, 45' bends See Del &IA 8- (max.) PVC 8 inch PVC Peer pipe. Other $lied cops may be Matcn used +ith $mole, ape, as oppraved by Ue cl PVC se. Match riser pfpe. 4ze of subdr.m Eng'r�eer. subdr &n PDO. 6" rry Conwele '•6. A; A..: ` $ base Provide Type C cost-mg. as required to fit pipe slze. 1 6" D" "9 Class 1 2 TYPE A -2 CLEANOUT TYPE B CLEANOUT INOrlrolfrc areas ontyl (Non- iralfic areas only) me o Cleoraul Lleamu( 45' Bend 45' beM Mdr.n Wye END OF R04 M -LME TYPE A CLEANOUT CONNECTIONS IS eA" DETAIL A 14 WD ens;ons ore nwrin'O PLAN VIEW PROJECT b'D. 081016 00 DESIGNED BY: e.rrDPrEr PROJECT DATE. 05/28/2010 CHEESED BY S.SOYERS CAD DATE: 6/11/2010 2:10:17 PM DRAwu er d.DEeOwER CAD FILE: % : \04 \IE \2008 \081016 -00 \CAD \Plans \OBI016 -00 BOI.SHT I 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY. IOWA TYPICAL CROSS SECTIONS AND DETAILS SHEET R0. g,Qrj ne DATE BY HEVlsluv oESTRIPnoa 1 >I 20' OF PIPE AFTER VALVE FOR FUTURE (12" AND LARGER MAY REQUIRE ADDITIONAL FEET OF PIPE) EXTEND TRACER - WIRE TO END OF PIPE THRUST BLOCK DETAIL THRUST BLOCKS ARE REQUIRED AT PIPING DIRECTION CHANGES, AT \� DEAD ENDS, AND AT FIRE HYDRANTS. THRUST BLOCKS SHALL BE / POURED-IN-PLACE CONCRETE 2 P.S.I. MINIMUM STRENGTH. A OF AND MINIMUM OF 18 INCHES THICK, AND SHALL BE CAST AGAINST A / iN, o �j SOLID, UNDISTURBED EDGE OF TRENCH FOR BEARING. NO BOLTS, JOINTS OR DRAIN HOLES SHALL COME INTO CONTACT WITH THE CONCRETE X� THRUST BLOCK AND THE PIPE SHALL BE WRAPPED WITH A PLASTIC SHEET \ rYj<' AT THE CONCRETE BEARING SURFACES. OFF-SET �. v �L, o s PLUGGED END A I THRUST BLOCK QUANTITIES (SQUARE FEET) PIPE SIZE DEAD END OR TEE 900 BEND 450 BEND 11 -I/4 BEND 22 -172 BEND 4" 1.4 1.9 1.0 1.0 1.0 6" 2. 4.0 2.1 I. t 1.0 8" 4. 6.8 3.7 1.9 1.0 10" 7.3 10.3 5.8 2.8 1.4 12" 10.3 14.5 _ 7.9 4.0 2.0 ' 17.8 25.2 13.6 7 Q 20" 27.5 38.9 21.0 10.7 5.4 _ 24" 39.2 55.5 30.0 15.3 7.7 _ 30" 60.3 85.3 46.2 23.5 11.8 36" 86.4 122.2 66.1 33,7 16.9 42" 116.6 165.0 89.3 45.5 22.9 48" 152.0 215.0 116.3 59.3 29.8 HO9 1 271.6 147 THE ABOVE AREAS ARE BASED UPON A SOIL BEARING CAPACITY OF 2000 PSF OF UNDISTURBED SOIL. IF ACTUAL SOIL BEARING STRENGHT IS LESS THAN 2000 PSF, THE THRUST BEARING AREA SHALL BE INCREASED BASED ON ACTUAL SOIL BEARING STRENGTH. 1 THRUST BLOCK QUANTITIES PROJECT NO: 081016-00 RESIGNED BY: BJUPKEY PROJECT DATE. 12134/5678 CHECKED BY: S.50YERS CAD DATE: 5/17/2010 12116:12 PM DRAWN BY: J.OEBONEA CAD FILE, X, \04\IE \2008 \081016-00 \CAD \Plans \081016- 00.BOLSHT HOLDING SPOOL OR ROLLED OR MEGA LUG BLOCK STIIVEL OR ANCHC TEE EXTEND TRACER WIRE TO END OF PIPE 6" OR LESS TRACER WIRE TERMINAL BOX VALVCO 95E 2' 2" I.D. 18" MIN. LENGTH, TELESCOPING W /C.I. LOCKABLE LID OR EQUAL. -GATE VALVE HOLDING SPOOL OR / ROLLED OR MEGA LUG I AS REO'D BLOCK HYDRANT DETAIL FOR FUTURE 2 WATER MAIN EXTENSION MI TEE LOCATION POINT T -6" HYDRANT LG9ATION POINT ALiI;'91I -MO A�eF�bR�c(,'l.I tlu�i ( "1I THRUST GATE VALVE :. PLAN VIEW 4 HYDRANT ASSEMBLY 4 1 /2" FOR 12° DIA. MAINS OR SMALLER 5 1/4" FOR 16" DIA. MAINS OR LARGER HYDRANT ASSEMBLY PAY LIMITS 3 WAY HYDRANT WITH 41 /z' NOTE: LOWEST NOZZLES MUST MAIN VALVE OPENING R 6" INLET D' CONNECTION BY MANUFACTURERS BE Al LEAST SPECIFICATIONS. V -6'• AND NOT MORE THAN I' -il" ABOVE FINISH GRADE. p FINISH GRADE WATER MAIN TRENCH WALLS I' -6" PAIN. VALVE BOX SLIP TYP I' -11" MAX. {y /LID MARKED PWAT THREADED RODS FOR JOINT RESTRAINT (MECHANICAL JOINT) !621) �4 "P FOR 12" PIPE OR S6IALLER 4a ID FOR 12"1 PIPES 4 "ID FOR 16 "D PIPES 64 "ID FOR 20" ID PIPES 8a•ID FOR 24 "ID PIPES 12 \/4''A FOR 30"d PIPES RODS SHALL BE STAINLESS STEEL FITTING OR VAL AS REQUIRED FLANGE TTING R VALVE CONCRETE THRUST BLOCK AS REQUIRED NOTES POURED AGAINST REQUIRED UNDISTURBED SOIL. DO NOT COVER HYDRANT UNDISTURBED SOIL GATE VALVE / I. THIS DETAIL SHALL BE USED WITH A FLANGED < COUPLING ADAPTER AND ROD RESTRAINED 61J PIPE PRECAST PRECAST DRAIN HOLES OR DUCTILE IRON PIPE TRENCH BLOCK TRACER WIRES. (� i �BACKFILL ,Y/\ TYPICAL TIE ROD DETAIL i PEA GRAVEL CONCRETE THRUST OR 5' 6" MIN. BLOCK GRANULAR I BACKFILL I ANCHORING PIPE OR ANCHORING WATER MAIN GENERAL WATERMAIN INSTALLATION NOTES couPUUc ALL FITTINGS AND VALVES SHALL BE DUCTILE IRON WITH MECHANICAL JOINTS AS SPECIFIED. / ALL BURIED DIP PIPING, FITTINGS, VALVES AND HYDRANTS SHALL BE INSTALLED WITH POLYETHYLENE WRAP AS PER O c0(�o 00�(n SPECIFICATIONS. CONCRETE THRUST BLOCK AS REQUIRED \--MJ TEE, RESTRAINED OR ANCHORED WHEN POURED AGAINST REQUIRED UNDISTURBED SOIL. DO NOT COVER HYDRANT UNDISTURBED SOIL GATE VALVE PRECAST PRECAST DRAIN HOLES OR DUCTILE IRON PIPE BLOCK TRACER WIRES. NOTES 1. 3 MIL POLYETHYLENE SHEET OVER GRANULAR MATERIAL, DO NOT ALLOW SHEET UNDER GRANULAR MATERIAL. 2. USE LOCKING SPOOLS OR RESTRANT RODS BETWEEN HYDRANTS, SHUTOFF VALVES, AND WATER MAIN, IF DESIRED IN LIEU OF THRUST BLOCK IN BACK OF HYDRANT. 3. MINIMUM OF 113 CUBIC YARD CLEAN GRANULAR BEDDING UNDER HYDRANT. 3 FIRE HYDRANT ASSEMBLY DETAIL 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ALL DISTURBED AREAS SHALL BE GRADED TO MATCH EXISTING GROUND CONTOURS AND COMPACTED TO 957. STANDARD PROCTOR AND MATCH EXISTING ROUGH GRADE. WATER MAIN SHALL HAVE 5' -6" MINIMUM BURY, OR OTHERWISE AS NECESSARY TO AVOID FUTURE OR EXISTING UTILITIES AND TO MAKE CONNECTIONS TO EXISTING WATER DISTRIBUTION SYSTEM. DIFFERENT DEPTHS REQUIRED DURING CONSTRUCTION MUST BE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL INSTALL PIPE AS CLOSE AS POSSIBLE TO PROPOSED CONNECTIONS TO EXISTING WATER MAINS. THE NEW PIPE SHALL PASS PRESSURE AND BACTERIA TESTING BEFORE CONNECTING TO THE EXISTING SYSTEM. THE REMAINDER OF THE PIPE AND FITTINGS REQUIRED TO COMPLETE THE CONNECTIONS SHALL BE DISINFECTED, SUBJECT TO CHANGE TYPICAL CROSS SECTIONS AND DETAILS SHEET NO. Ir Cement mortar patch (patch shall be smooth on Inside and shall not reduce design diameter of pipe)/ L of Cut 1 Limit of Patch 8 "± :A—"\ — — — _f FLOW / GENERAL WATER MAIN RELOCATION NOTESz 1. CONTRACTOR SHALL CONTACT THE CITY OF IOWA CITY WATER DEPARTMENT TWO WEEKS PRIOR TO THE RELOCATION OF THE WATER MAIN. A 48-HOUR FINAL NOTICE WILL BE REQUIRED TO FINALIZE COORDINATION ISSUES. RELOCATION OF WATER MAN WILL BE RESTRICTED TO TIMES WHICH MINIMIZE DISRUPTION TO THE DISTRIBUTION SYSTEM 94D SURROUNDING WATER SERVICES. CONTRACTOR TO COMPLETE RELOCATION AS SOON AS POSSIBLE AFTER INITIALIZING RELOCATION. MSTAAIN.LA ON THE INTERIOR OF ALL PPE AND FITTTINGS USED SHALL AND SWABBED A 1- PERCENT HYPOCHLOIRTE SOLUTION BEFORE THEY ARE INSTALLED. EVERY EFFORT SHALL BE MADE TO ENSURE THAT PINY OF THE WATER THAT MAY ENTER THE PMPE -JOINT SPACES CONTAINS AN AVALABLE- CHIORNE CONCENTRATION OF APPROXIMATELY 25 m /L. TINS MAY BE ACCOMPLISHED BEFDFED BY AO EFED LCIIUMAHWEOTCTROIRRICTIE GRANULES OR TABLETS TS EACH LENGTH OF IS 3. THE CONTRACTOR WILL NOT BE REQURED TO PRESSURE CHECK THE RELOCATED MAIN. EVERY THE MASHALL ISUALMINSPECTION PROPERLY BE MADE WITH THE PRESENCE OF ENSURE JOHNSTON WATERF DEPARTMENT PRIOR TO RECHARG!NC THE WATER MAIN, 4. ALL CONCRETE THRUST BLOCKS SHALL USE M-4 HIGH EARLY STRENGTH CONCRETE MIX. 5. REMOVAL OF THE OLD WATER MAN FITTINGS,ANO VALVES SHALL BE CONSIDERED INCIDENT& TO THE RELOCATION OF THE WATER MAN. 6. WATER MAIN INSULATION SHALL BE CONSIDERED INCIDENTAL TO THE WATER MAN ITEMS Degree of Bend I LOCATION) r\ — STATION L T -O" Approx. 6'I 1� TYPICAL CONCRETE PIPE BEND 11 fL of Cut Reinforcing bars, evenly spaced, secured to normal wire mesh. Angle = 507. of bend angle desired. fl GENERAL NOTES: Concrete pipe bend shall be fabricated in conformance with IADOTM %ndjfjf 11? � Piatn1 I(): ' RF -1 for the size and class of pipe specified. (1 ) Wire reinforcing shall meet the requirements of AASHTO M 32. (i'1`1 (� , 1 D V1, Degree of bend required shall be as indicated on detail plan for each individual installation. Minimum length of bend shall be V-6" measured along centerline of pipe. Design length of pipe shall be considered V -0". ® bend shall be fabricated by a method approved by the Engineer and resulting In a finished product essentially as indicated hereon. The typical method for fabricating bend is as follows: Steel rods, as specified, shall be attached to the normal wire reinforcing cage as indicated hereon. After pipe is cast, a cut 50% of the degree of bend desired shall be made as indicated, and the reinforcing rods and mesh cut on centerline of the cut. The severed section of pipe shall then be rotated 180 degrees and the reinforcing rods rewelded to the opposite rods. The remaining opening shall then be patched with cement mortar to effect a satisfactorily completed bend as shown. �5 bend shall be T -LOCK lined (manufactured by Ameron) PROPOSED OR EXISTING SEWER / III !— EXISTING WATER MAIN \3� /.01 22.5° MJ BENDS /, �E %)STING WATER MAIN O (TYP.) EXISTING WATER MAIN -- _ _ — II_ -11� 'I lit.L!Ifi iIi I �ITr 1 IB" MINIMU! -.�fII OF EXISTING PPEFINSTALLGAH III'11 W/ IJ DIP LU BENDS FULL LENGTH OFI1 -111- -111 RESTRAI HARNESJ USED FOR W/ h1EG -A -LUGS W/ MEC IA MUGBENDS EXISTING PIPE "I I __L ,,I I -111 BELLS IRAN INC.) ON TUREDE BY I -1 EBBA IRON INC.) IIL I. IIh)Ih� III- STORM SEWER INTAKE INSULATE NN (ADJACENT TO PROP. /E %.SEWER) NEW WATER MAIN WITH CLOSED ED CELL POLYSTYRENE BOARDS PIPE AND FITTINGS NOT TO SCALE OF 2 IN, GRADE BLUE BOARDS) UL A MIN. DIMENSION OF 2 A THICK X 2 FT WIDE. INSULATION WITH NOTE: HAVE A 578-92. A M OF R -9 AND COMPLY WITH AHIC C 578-92. A MIN. OF TWO BOARDS T IN. TOTAL ALL PIPE AND FITTINGS TO BE THICKNESS) SHALL DI PLACED OVER THE TOP OF RESTRAINED USING MEGALUG THE GRANULAR BEDDING MATERIAL IN A STAGGERING TYPICAL HORIZONTAL WATER MAIN ADJUSTMENT MECHANICAL JOINT RESTRAINTS ARRANGEMENT TO ELIMINATE CONTINUOUS JOINTS. NOT TO SCALE TYPICAL VERTICAL WATER MAIN ADJUSTMENT PROJECT H0: 08I0I6 00 0eslcnfio er: e.HOPKEr PROJECT DATE, 06/28 /2010 CHECKED BY: - MOVERS CAD DATE: fin4y20m 10:05:03 AM DRAWN Br: J.OEBONER CAD FILE: X: \CR \IE \2008 \00081016.00 \CAD \DNAAO 0611RAPlans \081016- 00-BOI No OnrE Br REVISION OESCRImInN 420TH STREET CORRIDOR IMPROVEMENTS FROM US HtNY 8 EAST TO CITY LIMITS CRY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS SHEET No. B,o% PROJECT NO: DBI016-00 DESIGNER BY: B.HOPFEY PROJECT DATE. 05/28/2010 CHECKED BY: MOVERS CAD DATE: 611112010 2:10:20 PH DRAWN BY: J.DE80'dER CAD FILE: %: \D4\IE\ 2008 \001016 -00 \CAD \Plans \001016-00- 80I.SHT I LOCK IP.ofvllod b} f . 11) Oe'U Lorest M. ' (D oddtpndt qor b Iq,� a mrtlmm of 12 1 ee: op, al 58-601 Cost, (Type CI w" IeaeH eue :R F.re b29ont DnrN to lTternd 48 0 12 mrn Rs'mm riser W ht dlore'tA pp< open , Wpstment HM% J Hwnaks silty o d.41 of gI.tll tr 40 inenes snW tllm of Hwer r:.le slotm ant bwk dole 5 4dpl Jop aid 48 Intn rher, try or, f �,I t d 42 OCory Uottr sTe to WOwd rod of ry31em tHmL Dl 48 —Steps Itrp) Precosl lop 96 6r I �.. iQIIlt1 Ci l l; pn +lz. I(ila +s G) Uwno4 &umete Jdnt Seolml D".) fire N }NMt SHIN PLAN FeeFre Hydlonl Hex WoIH Dpn Ttt fie Hyamt Vd / E1'STmg Do not rw are+ Pa99IDle SpEae AM" ua'a l w lmve boY Tape ire al 6dpant of earn pipe lerylb O Croand Rod %)SI DAS , e .e—. IYPICAL INSTALLATION WM_.OZ 4U 5019M Rmrow W4l f a I 8 Fryb[e% l2 9 F tplpR fKTM PROJECT NO: DBI016-00 DESIGNER BY: B.HOPFEY PROJECT DATE. 05/28/2010 CHECKED BY: MOVERS CAD DATE: 611112010 2:10:20 PH DRAWN BY: J.DE80'dER CAD FILE: %: \D4\IE\ 2008 \001016 -00 \CAD \Plans \001016-00- 80I.SHT I LOCK IP.ofvllod b} f . 11) Oe'U Lorest M. ' TYPICAL SECIION Idj.i.l R'ly, cwe y Sed 140CK 0k otived by A w) Precast K., SH6w Jenl Sea'ant "yP ) Pose I Bede, Vole6d Remsl Rrstt Htw Prewsl Base eitF Wzer SecOen Class I B,m g WtHid LENGTH — S8 601 COZt'aq TYPICAL SECTION 48" X 48" TEES 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA 6lmnok O.amslH (D oddtpndt qor b Iq,� a mrtlmm of 12 1 ee: op, al 58-601 Cost, (Type CI mtNS of wncre e p'pe ppenngs 1 E? I 48 0 12 mrn Rs'mm riser W ht dlore'tA pp< open , Wpstment HM% J Hwnaks silty o d.41 of gI.tll tr 40 inenes snW 36 5 4dpl Jop aid 48 Intn rher, try or, f �,I t d 42 30 Lwafen Slo6on 48 —Steps Itrp) Precosl lop 96 6r I �.. iQIIlt1 Ci l l; 42 I(ila +s Uwno4 &umete Jdnt Seolml D".) PLAN TYPICAL SECIION Idj.i.l R'ly, cwe y Sed 140CK 0k otived by A w) Precast K., SH6w Jenl Sea'ant "yP ) Pose I Bede, Vole6d Remsl Rrstt Htw Prewsl Base eitF Wzer SecOen Class I B,m g WtHid LENGTH — S8 601 COZt'aq TYPICAL SECTION 48" X 48" TEES 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA 6lmnok O.amslH 11,1> Pipe Dl.ter I 1' hee) far 2 9 5 o0on t 0 S ot', 48 24 N 60 36 24 22 42 30 84 48 36 96 60 42 Q FM sewer ppes less U:oa 48 Tens In do N;i Wl eCCMtIF leduCH9�Y:Cfea9H3 wth a 9Wfd t<0 IX N'dee a mmpos:Te lez. TYPICAL CROSS SECTIONS AND DETAILS HEET NO B.08 1{ m N i� m o I I o N A I N M N io 4" PRECAST MIT MID WATER STOP, TYP. SEE PLAN NOTES 1 4" END COVERT BENTONITE WATER STOP AROUND PIPE, TYP.— 9• -0" 4'-6" 4' -6" 12" 3' -6" S -6" 12" MH FRAME & GRATE 1 MANHOLE SECTION BA4 LOOKING EAST 4" SEE SHEET S.01 48" DIA. PRECAST MANHOLE SECTIONS (2) #7 ARCHED REINS. BARS WITH 62" DIA. EMBED 48" MIN. ONE EACH FACE �4" END COVER 04 `EXISTING 66" RCP SEE SHEET SGI —SOLID BLOCK POURED BEFORE JUNCTION BOX PLAN NOTES GENERAL THIS JUNCTION BOX ISTO BE CONSTRUCTED AROUND AM EXISTING 60" SEWER THAT IS TO REMAIN IN SERVICE THROUGHOUT CONISTRLJCTION. CONSTRUCTION IS ACOO4e4PLISHEO BY CONSTRUCTING A SADDLE BASE UNDER THE EXISTING PIPE THEN SAW CUTTING THETOP SECTION OF EXISTING FIFE AWAY TO FORMA MANHOLE INVERT. THE CAST4N -PLACE BOX IS THEN CONSTRUCTED AROUND THE PIPE JUNCTION. CONSTRUCTION MATERIAL ARID METHODS SHALL ALL CONFORM TO STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDA5). MATERIALS BEDDING STONE — SUDAS SPECIFICATION 3010 202 CLASS I CONCRETE— IOOT CLASS C— MIX C4 —IDOT 2409 COLPLIA.NT REINFCRG NO STEEL —ASTM A 015, GRADE 60 —IDOT 2404 COMPLIANT PRECAST CONCRETE SECTIONS— ASTPA C478 CASTING 8 SEALING HARDVJARE STEPS — SODAS SPECIFICATION 6010 PART 2 WATER STOPS— BENTONITE I TAFREGNATED BUTYL- RUBBER FOAM — BASIS OF DESIGN: VOLCIAY WATERSTOP— RX—OR- EQUAL POLYMER MODIFIED CONCRETE REPAIR MORTAR —TM COMPONENT POLYMER- MODIFIED PORTLAND- CEIYENT TROWEL GRADE— BASIS OF DESIGN: 14KATOP 122 PLUS —OR -EQUAL LARGE PIPE IS CUT AGGREGATE SUB -BASE, TYP. SANITARY SEWER MANHOLE (MODIFIED) SHEET 1OF2 a `o m a 4 BENTONITE WATER STOP AROUND PIPE, TYR- io io (2) �7 ARCH BARS a I M 4„ 12" 3' -6" 3' -6" 12" � 3 .� (2) �7 ARCH BARS SN -23 SHEET NO. NO 48" RCP I RS �P SHEET S.01 EXISTING 66" RCP FROM US HWY 6 EAST TO CITY LIMITS SEE SHEET S.01 (2) #7 ARCH BARS LYMER MODIFIED MORTAR x24) VERED PIPE SHOULDERS TERMINATE ENDS OF INSIDE PICAL EACH SIDE HORIZONTAL BARS WITH CAD ERE: x: IOHI IE\POO8\O8TO16- OOICAD\PIans\O81O16- DO_DOI.SHT 90' STANDARD HOOK, T %R. PLAN VIEW Cm OF IOWA CITY, IOWA 1 MANHOLE SECTION BA4 LOOKING EAST 4" SEE SHEET S.01 48" DIA. PRECAST MANHOLE SECTIONS (2) #7 ARCHED REINS. BARS WITH 62" DIA. EMBED 48" MIN. ONE EACH FACE �4" END COVER 04 `EXISTING 66" RCP SEE SHEET SGI —SOLID BLOCK POURED BEFORE JUNCTION BOX PLAN NOTES GENERAL THIS JUNCTION BOX ISTO BE CONSTRUCTED AROUND AM EXISTING 60" SEWER THAT IS TO REMAIN IN SERVICE THROUGHOUT CONISTRLJCTION. CONSTRUCTION IS ACOO4e4PLISHEO BY CONSTRUCTING A SADDLE BASE UNDER THE EXISTING PIPE THEN SAW CUTTING THETOP SECTION OF EXISTING FIFE AWAY TO FORMA MANHOLE INVERT. THE CAST4N -PLACE BOX IS THEN CONSTRUCTED AROUND THE PIPE JUNCTION. CONSTRUCTION MATERIAL ARID METHODS SHALL ALL CONFORM TO STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDA5). MATERIALS BEDDING STONE — SUDAS SPECIFICATION 3010 202 CLASS I CONCRETE— IOOT CLASS C— MIX C4 —IDOT 2409 COLPLIA.NT REINFCRG NO STEEL —ASTM A 015, GRADE 60 —IDOT 2404 COMPLIANT PRECAST CONCRETE SECTIONS— ASTPA C478 CASTING 8 SEALING HARDVJARE STEPS — SODAS SPECIFICATION 6010 PART 2 WATER STOPS— BENTONITE I TAFREGNATED BUTYL- RUBBER FOAM — BASIS OF DESIGN: VOLCIAY WATERSTOP— RX—OR- EQUAL POLYMER MODIFIED CONCRETE REPAIR MORTAR —TM COMPONENT POLYMER- MODIFIED PORTLAND- CEIYENT TROWEL GRADE— BASIS OF DESIGN: 14KATOP 122 PLUS —OR -EQUAL LARGE PIPE IS CUT AGGREGATE SUB -BASE, TYP. SANITARY SEWER MANHOLE (MODIFIED) SHEET 1OF2 a `o m a 4 BENTONITE WATER STOP AROUND PIPE, TYR- io io (2) �7 ARCH BARS a I M 4„ 12" 3' -6" 3' -6" 12" � 3 STRUCTURE MH -24 STA. 100 +85.56, 0.00' LT. SEE SHEET SAM io .� (2) �7 ARCH BARS SN -23 SHEET NO. NO 48" RCP REVISION DESCRIPTION 4`I \li SEE SHEET S.01 EXISTING 66" RCP FROM US HWY 6 EAST TO CITY LIMITS SEE SHEET S.01 (2) #7 ARCH BARS LYMER MODIFIED MORTAR STRUCTURE MH -24 STA. 100 +85.56, 0.00' LT. SEE SHEET SAM io .� (2) �7 ARCH BARS SUBJECT TO CHANGE SHEET NO. NO .a BY REVISION DESCRIPTION PROJECT DATE: I2734J567e cxec<ED Br: ssovLRS "BENTONITE EXISTING 66" RCP FROM US HWY 6 EAST TO CITY LIMITS SEE SHEET S.01 TYP. CORNER BAR (L 24 LYMER MODIFIED MORTAR x24) VERED PIPE SHOULDERS TERMINATE ENDS OF INSIDE PICAL EACH SIDE HORIZONTAL BARS WITH CAD ERE: x: IOHI IE\POO8\O8TO16- OOICAD\PIans\O81O16- DO_DOI.SHT 90' STANDARD HOOK, T %R. PLAN VIEW Cm OF IOWA CITY, IOWA 2 MANHOLE SECTION 8.04 w CONSTRUCTION 1, EXPOSE$EWER TRUCK PIFH TEMPORARILY SUFPORTPIPEASREOUIREDTO CONSTRUCT JUNCTION BOX 2 EXCAVATE UNDER EXISTING PIPE PROVIDING A VOID FOR BEDDING AMID CONCRETE BASE AS DETALED 3. PLACE AND FULLY COMPACT BEDDING - MAIN. THICKNESS AT I2' MIN. BEYOND OUTER EDGE OF BASE 4, SAW CUT EXISTING PIPE HORIZONTALLY AT OR BELOW SPRING UHE PROVICE BANDING STRAPS ANDIOR SUPPORTS TO PREVENT DI StODGI NG PIPE OR C48TORTING PIPE PROFILE 6. CLEAN OUT SIDE OF EXISTING PIPE AND APPLY BEfROMTEWATERS TOPS 6. FORM, REINFORCE ANDCAST CONCRETE 13ASEAS DETAILED 7. SAW CUT EXISTING PIPE VERTICALLY AND REMOVEEXISTIHO TOP TO PROVIDE OPEN SECTION INSIDE JUNCTICN BOX AS DETAILED & CLEAN OUTSIDEOF EXISTING PIPE AND APPLY BE TJTOMTEWATERSTOPS 9. FORM, REINFORCE AND CAST CONCRETEWALLSANDTOP ASCETAILED 10. INSTALL PRECAST CONCRETE NIANHCL.E RISER WTTH CASTING, JOINT SEALS, AND STEPS IN A.CCORONICE WTTH SUDAS STANDARDS IT. COVER EXPOSED PIPE COHCRETEWITH POLYMER MODIFIED MORTAR IN ^ A ROUGHEN! CONCRETE SURFACE HLh%JVINU rvUo D+ yJ11 --11 EXPOSING AGGREGATE SURFACE AND CLEAN SURFACE OF ALL DEBRIS B. WET AND MAINTAIN CONCRETE IN SATURATED�SURFACE -DRY CONDITION FOR 112 HOUR PRIOR TO PLACEMENT OF MORTAR C. BATCH FCLYMER- MOCI N ED REAM R MORTAR NO LESS THAN U2 HOUR PRIOR TO APPLICATION D. SCRUB SMALL QUANTITY OF REPAIR MORTAR INTO THE CONCRETE PIPE EXPOSED EDGE SURFAGEWTH A SYNTHETIC BRISTLE BRUSH E APPLY REPAIR MORTAR TO PREPARED SURFACE FORMING A UNIFORM MV44VVARD SLOPING SHOULDER AS DETAILED F. TROWEL SURFACE IAITH A SMOOTH FINISH PROJECT 6'0: 0 810 16 -0 0 DESIGNED 0Y: B.HOPREY 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET NO. NO DATE BY REVISION DESCRIPTION PROJECT DATE: I2734J567e cxec<ED Br: ssovLRS FROM US HWY 6 EAST TO CITY LIMITS B.09 CAD DATE: s /viz0LO 12:16:14 PH DRAUN Br: J.oEeauea TYPICAL CROSS SECTIONS AND DETAILS CAD ERE: x: IOHI IE\POO8\O8TO16- OOICAD\PIans\O81O16- DO_DOI.SHT Cm OF IOWA CITY, IOWA I ULOCATION PLAN (3) b7 BARS 0 2" O.C. BENTONITE WATER STOP TYPICAL AT ALL COLD JOINTS — TYPICAL REINFORCEMENT #5 BARS 0 8" O.C. EACH WAY PLACE BENTONITE WATER STOP BETWEEN PIPE AND BASE, TYP. (3) #7 BARS O 2" O.C. MANHOLE BASE 2 REPAIR DETAIL B.05 420TH STREET IMPROVEMENTS Foth FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA 48" DIA. PRECAST MANHOLE SECTIONS N TYPICAL WALL REINF. #508" O.C. EACH WAY, EACH FACE 12" MIN. #5 HORIZ. 0 8" O.C. IN BASE N 12" A, -8., 12" S " MH FRAME p (' )) & GRATE —PR AST %0i0 JUIN 1 5 Ail 10' �2 MIT LID nrIo [ RIKI SEE s EET S.GIii i TIF 1, i_ i L lii _. 1i l i 04'Ir'A C I"I Y, 11j "M 24' DIA. OP KING 2" - - VERTICAL BAR 7 RETURN, TYP. 48" DIA. BENTONITE WATER STOP AROUND JOINT, TYP. (2) #7 ARCHED REINF. BARS WITH 82" DIA. EMBED 48" MIN. ONE EACH FACE, TYP. SN -23 48" RCP SEE SHEET S.01 N BENTONITE WATER STOP ALL AROUND PIPE, TYPICAL ALL PIPES 0 PORTION OF EXISTING 66" RCP 90' STD HOOK, TYP. TO REMAIN #5012" O.0 EACH WAY, B.OQ SOLID BLOCK POURED BEFORE TOP & BOTTOM IN BASE LARGE PIPE IS CUT m BEDDING STONE SUB —BASE, TYP. 3 MANHOLE SECTION 8.05 LOOKING SOUTH COVER TOP OF PIPE CUT AWAY SEGnON WITH POLYMER MODIFIED CONCRETE REPAIR MORTAR — EXISTING PIPE NOTE: 0 2" O.0 MANHOLE TO BE CAST WITH T LOCK. ALL WELDING AND TESTING OF T —LOCK INCIDENTAL TO MODIFED SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE (MODIFIED) SHEET 20F2 SUBJECT TO CHANGE I B,10 SHEET OR TYPICAL CROSS SECTIONS AND DETAILS 1 TOP SLAB REINFORCEMENT DETAIL 8.05 PROJECT NO: 081016-00 OESIGNEa BY: B.HOPBEY NO GATE BY REVISION DESCRIPTION PROJECT GATE: 12134/5678 6FEE 8Y; 6.80VEH6 CAD DATE: 5/17/2010 12:16:15 P4 ORANN BY: J.DEEObEH - CAD FILE: XA04 \IE \200B\O8IOI6 -GOWAD \Plans \081016- 00- 13OLSHT MANHOLE TO BE CAST WITH T LOCK. ALL WELDING AND TESTING OF T —LOCK INCIDENTAL TO MODIFED SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE (MODIFIED) SHEET 20F2 SUBJECT TO CHANGE I B,10 SHEET OR TYPICAL CROSS SECTIONS AND DETAILS Class I Bedd', WOterid PROJECT NO 081016-00 DESIGNED BY: B.HOPBEY PROJECT OATS- 12/3415678 CHECKED BY: MOVERS CAD DATE 5117/2010 12;16:16 PH DRAWN BY JAEBOeER CAD FILE- X:\0.N�1E\2000\o81 016- BC\CAD\PISns\D81016 -0O BOI.SHT _ r B^me TYPICAL SECTION STANDARD TEE (D Q For Seeer pees less @M 48 m0 &U,HUr, instal e«mhlo reeuttl5 /maepsns TN 0 SWJ,Td Iee or .twee o campo4le lee. Oxplll QI Eccentric Reducer smnao:d Seer pbe Loresl ❑o.Rm 0 Cost W ce 6o ndem (P'bs p <#034irWOd t Boll 15 Ir loolpr T of 1t�8OSe %.rpl IAe .N to e +gene 5gord Ix oiler edg6 0° O For OdCOmd 1.f( .VWI m M05S 0 mrvrruv Of y 12 IntMZ of COnnete SU +een rS,Gcd ,d,, .1" opertn8z O 12 mch R Qses 1144,11. 5 dnm.SOS°.T5 7 2 3 JI5 .) iii C 1' C. re �!r e Location Station UV /t A CITY, Ys lV }i!' Klrons PLWI d, Wmnde D:crzler (mC6E91 SW 02 Cdst'm0 P ese MNSI"'t RS.gs 1 se orol'gn Premsl I., CHWEY SEALS FOR 2-PIECE MIMS PreO,t.r., r ostR 60 � EECeazer Sitickis SIEN Inn 30 04 48 PI Se.sr xr Rqe Eryo,�Dn Banes Flo. 42 xss 51eelComprearon Bonds Gd'µslrtml RaO r J "m K J "min. ybnM'e Tap IEumirc Uarfdx top (djusl,nxnl Corzl IEC<enU'< Cone a Rmgz Flat Topl EXTERNAL SEAL INTERNAL SEAL WSUOAB €'+ SW 306 Rom 6014.304 p"M m Il"A avlsla6:k.. x Wiwi bl AL" Irm 66 irm Sc 'tR 544101Is Class I Bedd', WOterid PROJECT NO 081016-00 DESIGNED BY: B.HOPBEY PROJECT OATS- 12/3415678 CHECKED BY: MOVERS CAD DATE 5117/2010 12;16:16 PH DRAWN BY JAEBOeER CAD FILE- X:\0.N�1E\2000\o81 016- BC\CAD\PISns\D81016 -0O BOI.SHT _ r B^me TYPICAL SECTION STANDARD TEE (D Q For Seeer pees less @M 48 m0 &U,HUr, instal e«mhlo reeuttl5 /maepsns TN 0 SWJ,Td Iee or .twee o campo4le lee. Oxplll QI Eccentric Reducer smnao:d Seer pbe Loresl ❑o.Rm 0 Cost W ce 6o ndem (P'bs p <#034irWOd t Boll 15 Ir loolpr T of 1t�8OSe %.rpl IAe .N to e +gene 5gord Ix oiler edg6 0° O For OdCOmd 1.f( .VWI m M05S 0 mrvrruv Of y 12 IntMZ of COnnete SU +een rS,Gcd ,d,, .1" opertn8z O 12 mch R Qses 1144,11. 5 dnm.SOS°.T5 7 2 3 JI5 .) iii C 1' C. re �!r e Location Station UV /t A CITY, Ys lV }i!' Klrons PLWI d, Wmnde D:crzler (mC6E91 SW 02 Cdst'm0 P ese MNSI"'t RS.gs 1 se orol'gn Premsl I., 24 PreO,t.r., r ostR 60 � EECeazer )2 Inn 30 04 48 PI Se.sr xr Rqe 96 Flo. 42 Class I Bedd', WOterid PROJECT NO 081016-00 DESIGNED BY: B.HOPBEY PROJECT OATS- 12/3415678 CHECKED BY: MOVERS CAD DATE 5117/2010 12;16:16 PH DRAWN BY JAEBOeER CAD FILE- X:\0.N�1E\2000\o81 016- BC\CAD\PISns\D81016 -0O BOI.SHT _ r B^me TYPICAL SECTION STANDARD TEE (D Q For Seeer pees less @M 48 m0 &U,HUr, instal e«mhlo reeuttl5 /maepsns TN 0 SWJ,Td Iee or .twee o campo4le lee. Oxplll QI Eccentric Reducer smnao:d Seer pbe Loresl ❑o.Rm 0 Cost W ce 6o ndem (P'bs p <#034irWOd t Boll 15 Ir loolpr T of 1t�8OSe %.rpl IAe .N to e +gene 5gord Ix oiler edg6 0° O For OdCOmd 1.f( .VWI m M05S 0 mrvrruv Of y 12 IntMZ of COnnete SU +een rS,Gcd ,d,, .1" opertn8z O 12 mch R Qses 1144,11. 5 dnm.SOS°.T5 7 2 3 JI5 .) iii C 1' C. re �!r e Location Station UV /t A CITY, Ys lV }i!' Klrons PLWI d, Wmnde D:crzler (mC6E91 W ( clws11�2 P ese 1 5 ototicn 1 se orol'gn 48 24 18 60 36 24 )2 42 30 04 48 J6 96 60 42 M->u + TYPICAL SECTION c:.aa slam 4E12R PLm I 1 48" on 4Y' SW-602 CO1C00 enr,EenEnl a e5 Premzl To ` Slandvtl DOS:eted Pry, Y Se.Er Pipe JomlD") SH"' (t"' 8^ P1ttosl RSe SIarAOrtl Seclom 98' —mi1 Se +a P.pe al on e 1101211 Ie Section C DI 1 n C Wept 1 Vii' 5600 m d d.. d.t ✓. , .r .tl.. 43' 5400 ®5 .O e°.d^ n °4:p;0. 9 ^a,Q.. �,¢;,•Orpo- 4 '/2" 5200 ins DI 18 1 /e" 5800 Po5 L B Rat, Cbss I Beddrq WOIerN 90' 5600 IL CorrCCaR, 18 'Yi' 5900 to Tee Section +0^ 5306 IN SECTION A-A SECTION 8'8 COMPOSITE TEE tilemole IO ztondord Iee c0 euenl& reduOer II.' ppez 36'" smO°.H1. 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA 0.445 POROUS PoDD0.W xn t ✓t e, kkm 655 ryx NF z N� 4LH•Ac43W slow SCVER W)ME SUBJECT TO CHANGE STREET NO. TYPICAL CROSS SECTIONS AND DETAILS 6.11 412, 40 8" Back of Cmb WIdtl, of msnl Ov tm. IB "rdu) Poce of 6" Slwdad 0x0 EO99¢e of. Colley M1I¢r',J'atel I:armol Parxmxnl 5�»e Trox th old ~o'~ p!we DOM INSERT QI Hadfy dmzrl ox r red to occommodale ot. b be9hR, x`�xa sfac zd Q) xz< t 5"0x9 moY 0< mod0xd to,'nserl Wdlhs kss Itan 36 r,Aes. For on 18 r¢A irswl reduce dr,xsors T6,oRd by I/e mm Q3 V x21: I:if'rtnm x71 leght abo.e of piles. Bock of C.N I Edg¢ of Gulle, Aloth of xzel 61 bp6cab'el 136'•typ, Is - maI 411 412 40 401 4 'I Face o16- ^i �5lmdore cum 2 2 P^INo" 111/:0 '4iC r /z" 1 5. boa SW 602 J Cy"I 0¢ck of Curb 18' 26" 22 g I iro d oolb and 3 "-{ J— Form L' T, A boM I o'd 6.. r _,emu _, Crqde � „r ✓� , , (ICC« iI2 4 �.*r-X 4.. INSERT 6' y 5. Wo1O Beam 8evm QI Uodly dmezorz as regrxed to accommadole olxrer Mb HFg11 14•.0 "m ^. 1,6,l xhkn specfed. 0 k,,hA sborrg moy be modc<d Iw nsmlmdlrs kss Rm 36 Hverl 4x1 Wo9O r<Des Forw IS mcA rzerl. reduce dmxx:os Ndmlel by Ira Hz M fn<A. Q3 12 r h ain'amm xa!I WILT above of Pr, op 1x2 �m+ps. �SUDAS 1 e' man r6 _,. > } " 8 RGUR 6010.510 11/2kU0[91Dfld31 sW-510 T— 162 ,„ 6Tall Wag '461 i q l /i' es a yx un IK 1 6.. 5..0.. DOME MR.74 MT SECTION A -A _ SECTION 8.8 INT144M. LAMB Moll PROJECT NO: 081016 00 DESILNEO BY: B.HOPREY PROJECT GATE. 12/34/5628 CHEC5E0 BT: 8.60VEfl8 CAD DATE: 5/17/2010 12:167 PH DRAWN BY: J.OEBONER CAD FILE: %: \DH \IE\ 2008 \081016 -00 \CAD \Plers \081016 -00.80 LSHi Abrk 1d" SW -602 1 hvetl Coy8 4 IGrb 411 o Top 4.1 160 "rya .1 6 ovl:orw L� 6 See Mserl Cwzbudmn wo nxgnt Colo Joel llyol B r ""111 4' 6" 12'• 112v Lorczsl Tap J— 7- T mn� 8 m 961 WIdtl, of msnl Ov tm. IB "rdu) Poce of 6" Slwdad 0x0 EO99¢e of. Colley M1I¢r',J'atel I:armol Parxmxnl 5�»e Trox th old ~o'~ p!we DOM INSERT QI Hadfy dmzrl ox r red to occommodale ot. b be9hR, x`�xa sfac zd Q) xz< t 5"0x9 moY 0< mod0xd to,'nserl Wdlhs kss Itan 36 r,Aes. For on 18 r¢A irswl reduce dr,xsors T6,oRd by I/e mm Q3 V x21: I:if'rtnm x71 leght abo.e of piles. Bock of C.N I Edg¢ of Gulle, Aloth of xzel 61 bp6cab'el 136'•typ, Is - maI 411 412 40 401 4 'I Face o16- ^i �5lmdore cum 2 2 P^INo" 111/:0 '4iC r /z" 1 5. boa SW 602 J Cy"I 0¢ck of Curb 18' 26" 22 g I iro d oolb and 3 "-{ J— Form L' T, A boM I o'd 6.. r _,emu _, Crqde � „r ✓� , , (ICC« iI2 4 �.*r-X 4.. INSERT 6' y 5. Wo1O Beam 8evm QI Uodly dmezorz as regrxed to accommadole olxrer Mb HFg11 14•.0 "m ^. 1,6,l xhkn specfed. 0 k,,hA sborrg moy be modc<d Iw nsmlmdlrs kss Rm 36 Hverl 4x1 Wo9O r<Des Forw IS mcA rzerl. reduce dmxx:os Ndmlel by Ira Hz M fn<A. Q3 12 r h ain'amm xa!I WILT above of Pr, op 1x2 �m+ps. �SUDAS 1 e' man r6 _,. > } " 8 RGUR 6010.510 11/2kU0[91Dfld31 sW-510 T— 162 ,„ 6Tall Wag '461 i q l /i' es a yx un IK 1 6.. 5..0.. DOME MR.74 MT SECTION A -A _ SECTION 8.8 INT144M. LAMB Moll PROJECT NO: 081016 00 DESILNEO BY: B.HOPREY PROJECT GATE. 12/34/5628 CHEC5E0 BT: 8.60VEfl8 CAD DATE: 5/17/2010 12:167 PH DRAWN BY: J.OEBONER CAD FILE: %: \DH \IE\ 2008 \081016 -00 \CAD \Plers \081016 -00.80 LSHi Abrk Sz¢ Dzptn 1 hvetl flEVIS10N DESCRIPTION 14 O mt+ 411 4..2 Top 4.1 160 "rya .1 7 4' -8" See Mserl 412 wo nxgnt lop 4 4' 6" 12'• "� � Lorczsl Tap J— 7- P'4 Y'10' 8 m 961 4 Base T- :.'462 0 46" TYPICAL SECTION 462 WIdtl, of msnl Ov tm. IB "rdu) Poce of 6" Slwdad 0x0 EO99¢e of. Colley M1I¢r',J'atel I:armol Parxmxnl 5�»e Trox th old ~o'~ p!we DOM INSERT QI Hadfy dmzrl ox r red to occommodale ot. b be9hR, x`�xa sfac zd Q) xz< t 5"0x9 moY 0< mod0xd to,'nserl Wdlhs kss Itan 36 r,Aes. For on 18 r¢A irswl reduce dr,xsors T6,oRd by I/e mm Q3 V x21: I:if'rtnm x71 leght abo.e of piles. Bock of C.N I Edg¢ of Gulle, Aloth of xzel 61 bp6cab'el 136'•typ, Is - maI 411 412 40 401 4 'I Face o16- ^i �5lmdore cum 2 2 P^INo" 111/:0 '4iC r /z" 1 5. boa SW 602 J Cy"I 0¢ck of Curb 18' 26" 22 g I iro d oolb and 3 "-{ J— Form L' T, A boM I o'd 6.. r _,emu _, Crqde � „r ✓� , , (ICC« iI2 4 �.*r-X 4.. INSERT 6' y 5. Wo1O Beam 8evm QI Uodly dmezorz as regrxed to accommadole olxrer Mb HFg11 14•.0 "m ^. 1,6,l xhkn specfed. 0 k,,hA sborrg moy be modc<d Iw nsmlmdlrs kss Rm 36 Hverl 4x1 Wo9O r<Des Forw IS mcA rzerl. reduce dmxx:os Ndmlel by Ira Hz M fn<A. Q3 12 r h ain'amm xa!I WILT above of Pr, op 1x2 �m+ps. �SUDAS 1 e' man r6 _,. > } " 8 RGUR 6010.510 11/2kU0[91Dfld31 sW-510 T— 162 ,„ 6Tall Wag '461 i q l /i' es a yx un IK 1 6.. 5..0.. DOME MR.74 MT SECTION A -A _ SECTION 8.8 INT144M. LAMB Moll PROJECT NO: 081016 00 DESILNEO BY: B.HOPREY PROJECT GATE. 12/34/5628 CHEC5E0 BT: 8.60VEfl8 CAD DATE: 5/17/2010 12:167 PH DRAWN BY: J.OEBONER CAD FILE: %: \DH \IE\ 2008 \081016 -00 \CAD \Plers \081016 -00.80 LSHi Abrk Sz¢ NO GATE BY flEVIS10N DESCRIPTION SpoCng 411 4 Top 7 4' -8" See Mserl 412 4 lop 4 4' 6" 12'• 413 4 S' D'• 4'1' 6" LwaCOa St¢bon - Y 40 q IBOCk of Prb) 11413 4. -0.. Y Y II tl W l l Back of II ir f, r T T Cwb Doxzl Ba� HYDI / Edge to I /t "ROdos O B0.aal 010 (IV 0 mh., 20 0' rta•.) PLAN B Jolal ILI 0. fe tom sort,9 i [zn c ,x vo.- *a,,Pt ' 9:1N dae by IA< mtake borout. MI I aGp �1mlep �. p s gyred to wcmmodole boxouts. _. •, - Tor retrofit inlo'xes. malcM1 edilln9 paxxm¢il pots. Slap any barsverse pavemz,l loilts OtaPl do not cerdorm to Uw Lrnw spwing requirem�0MIMII I �w' ;t -�,o: ; 2 O'rrIa on Cmde G ao'mmm m«PO!m 4 I ( t jolt "A ( v4 IJIrIP;; �{ NA%W11 PPE DAVEIER6 Pew 1 Cost n p ce 51 1 e 30 it, Sl — = Y I! � 'ED Jo'Irt RSNFW,V\G BAR LISP Abrk Sz¢ Locol Shape Coml Le ^gl0 SpoCng 411 4 Top 7 4' -8" See Mserl 412 4 lop 4 4' 6" 12'• 413 4 Tap IV Y'10' 6" 961 4 Base 6 46" IY' 462 4 Bose 6 4 6' I1' Oil 4 Insert — 4 Bo.out Length mow 8" See Plot 4xl 4 Wall — IS Woll HeyrL rtms4 N" 4x2 4 Wds VOrces 4 8' 12" 403 4 Wae; Vwks 4• -8" 12" PLAN REIM1POR'l BAR L:ST Nork Sae LoW,>' SM1O a Cm nl Len 0 Spocr 401 4 Bsm 9 4--1 12" 402 4 Bas¢ 6 —8v IP 4it 4 65x,1 4 Bmau\ Lw 0 saw 8' See Ins.rl 411 4 Too 7 V-6. See Plan 412 4 ioD S 4 4 I2' 43 4 Top — 18 V h1'• V 401 4 Wdrs — 24 WO�IR 9M11 rr'l e w 4x2 4 Lon Waaz Vwies 4-8 t2" 4.3 4 shoe wol vanes 9'.8• 12" 5.1 5 Bann F-1 2 S'.d.' 4'• 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA BENT BARS r -4 3 24" mv.nmmva IFr x.xlaa L [�6UDAS (L�,.m,,,m "Nu 6l Rertuoid ,lxx SW-512 une' NA APAJ PPE UAWTERS ro o4 xe " FPe Plec0zl Casl ngace , - Location SVUchxA Stmctve Short Wall JO' 3o- WO Long WO 60'• 66" LAM SOM �SUDAS (-;sm :n alala fma 6010A 511'.xaubwnou4 SW-508 9 [,e ✓e vnm :ze }..t].� Sill CPMN•TKWAY INTAKE, 1.44141 ®OS orzwrse iolnt spadlg w rex <onaele po c . 1 IS rlr.um by 0;¢ 11oke Domut. AJJust adpcwt loot odrq os regv "d to oc<ommodate Eoxoute. retm0l mtcxes, mdUO ei'Rrg pavzmenl pants. Slop A lronzxwse povxm2xl Ports vat do not :wform to spoaog 1egwemer6 of Va edg¢ of the wt o S Do rat extend k Id jo!M l "I of box Colo Bm Q") IS UETRI SUBJECT TO CHANGE I SHEET RD. TYPICAL CROSS SECTIONS AND DETAILS B.12 TYPE E Two p'.xe bed o,M, W,ol Rep Re PLAN Flwge NyP) TYPICAL SECTION Nolen 01 Fr. aM cove, ztTote Neevnr R-1642 or oRRroved egoot Q2 Cover zto9mnte O. lava City sIo,Jord Iagu orvf o niAmwn of ore cmclo"d EAJWe. Q3 II Iran. is rgryllea to to otloatxd to envctare. drgllwr i/x "dbmeler We, or Sots, A,oY, spaced oromd none. (� Remove tolls upon aompk6an of poV, WSUDAS CASTINGS FOR STORH SEYER NARPiOLES TYPE A Covo Nolen Tno peae Fred cosRq Ri <e 9 No Fred [orty, Flan. Doles a/d xpoong of lugs cM Nangxs TYPE C H mny vmy. O c —� .,.._. REV1slDe DESCRIPTION Two peae fired 'o,tvD xIN bdbdosv cover Corn' Nolen FROM US HWY 6 EAST TO CITY LIMITS Rovgl:eazx potter' a J led slyk may Boll 'd9'Caer a 2010 Bi a All {p. 1 u oneearoadedpouch. nro 31'mfi. I %f ' m i I }T 'I 4.I 1 41 Qj Frans uW sorer sM1U'lte Haman 1642 or R lr { ((_II �/ 1 �� �,i lt` epgovea egum 1O!!!i i f i t Q wneo, I" co'uca do<,rrolN leave Ue „ i home la to ottocted to t1e slrvdoe wt dameter We, or Sots. rf W, spow0 CITY OF IOWA CITY: IOWA Iron• {SUDA$ C�airm orov'd _ FIGURE 6010.!43 O3 u xpeclmd L6,esh tnl down frame ¢4 cover xiN fold 11x x 2/T'Sl steel r2x S,,, h rese55, CxM SIXGMA $xll lief x:le x., Cers, and tablet seu5 Y xcrewz 9azkel 2]" rzen.� Q Remove bolls upon eomplelon of pang . t V S TYPICAL SECTION h v CASTINGS FOR STORK 6EMER FIAROpLES McM1Or Bolt HJte O For,, Uyp-1 PLAN Goxtel 26 -rr —' Beal wSUOAS GW a4lo.aol cnv= p D O ODWN 1 kOO" SW-601 T"T .. $ 1 I 24 "cO _ R� 35 Y, -oz,— DA/TWFn Fm TYPICAL SECTION SANITAM UUCP HUMES TYPE Covo Nolen Tno peae Fred cosRq Cover sbaI, lM1e la:a Clly logo and o n.;nmum of olJ over A'd ol. con<ealzd e'cuno!e. OF 10w� DnrE fir REV1slDe DESCRIPTION C). U -G FROM US HWY 6 EAST TO CITY LIMITS ,q STORM SEWER $r. C'Al ° tib`v 4 "c "ARKS DE4 F4 CAD DATE. 6 /vaom 1206r1a Pit DRAUry Rr: J.DES6uER PLAN 31'mfi. I %f 4" CAD FflLEr %:\D.M \TE\ 2008\ 081016 -00 \CAD \Plans \081016-00- fi0L6NT I 726"mrt i CITY OF IOWA CITY: IOWA {SUDA$ C�airm ar rto SW - 60rmF4 FIGURE 6010.!43 RACAMMReN xlrzwe 2]" rzen.� S TYPICAL SECTION CASTINGS FOR STORK 6EMER FIAROpLES PROJECT No: 0812/34/ CHECKER0 fir: 8.11OPKEY 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE 1111U NrT. rco DnrE fir REV1slDe DESCRIPTION PROJECT GATE i2 /34/56]8 CHECKER BY: S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS B• 13 CAD DATE. 6 /vaom 1206r1a Pit DRAUry Rr: J.DES6uER TYPICAL CROSS SECTIONS AND DETAILS CAD FflLEr %:\D.M \TE\ 2008\ 081016 -00 \CAD \Plans \081016-00- fi0L6NT I I CITY OF IOWA CITY: IOWA °n a f81, > 8 °BUT z 10. STANDARD m < 10" SEE DETAIL "C" 00WEL 3/4" 1 -1/4" 1 -1/2" SIZE 1W •E, •10 •11 SEE NOTE© B' CAD DATE: 5/17/2010 1a16:z3 PN DRAery en J.oseowER PLAIN JOINT < FOR ABUTTING PAVEMENT SLABS — SEE SEPAL A OR B jo CAD FILE: xn9mIEM2oosMDe101s- DOMCeDMPIa " :MOalols- oo_emsrcr SEE NOTE 10 NC. I i— - -� CONTRACTION JOINT -I SEE DETAIL CItt oFIOwACItt,IOWA OR "B.. AA" m SEE NOTES 1 5 6 8 0 18" LONG DOWEL AT 12" CENTERS 'CD' o z DOWELED CONTRACTION JOINT SEE DETAIL "A "OR "B" v O SEE NOTES Q1 (5 © 30" LONG TIE BR AT 12" CENTERS CT' TIED CONTRACTION JOINT 0 0 2 p SEE NOTES °01 ®OS I1 Ao., 12" CENTERS n DW' DAY'S WORK JOINT (NON - WORKING) a m ml- zz N O z L) O z D °z 00 CDJ O 2' -O" PAVEMENT EQGEfD MIN HEADER BOARD �LASTICI OR TARPAPER WRAPPED ro•. H ADER BLOCK SEE NOTE 1 5 Q HT 30' LONG TIE BR AT 12" CENTERS�2 HEADER JOINT (END RIGID PAVEMENT) PAVEMENT EDGE SEE OEIAL "C" 9 M1NN. 9" N.9 18 LONG DOWEL AT 12" CENTERS °'o• IO !IDLE DIAVETER I /A" LARGER THAN DOWEL SEE NOTES 1 5 6 ABUTTING P .RD' JOINT PAVEMENT EDGE 9" hGN. E.. MIN. 1 HOLE DIAMETER 1/8" - 24" LORD ➢E O LARGER THAN TIE BAR AT 12" CENTERS. SEE NOTES OD 5 'RT' ABUTTING PAVEMENT JOINT RIGID TIE TOP OF CURB SAW CUT BOTTOM OF SAW CUT 1-1/2" JOINT SEALANT TOP OF SLAB MATERI L NOTE: MATCH 'CT', 'CD' OR 'C' JONT IN PAVEMENT. 'C' JOINT IN CURB SEE SHEET 2 FOR DETAILS AND / GENERAL NOTES. o NOTE 9 TYPICAL BAR PLACEMENT APPLIES TO ALL JOINTS UNLESS OTHERWISE DETAILED. SEE DETAIL "B" .eI(p B' PLAIN JOINT FOR RUTTING PAVEMENT SLAGS •4 BAR FOR BT -1 JOINT © •5 BAR FOR BT -2 JOINT ABUTTING PAVEMENT JOINT - RIGID TIE WHERE T IS LESS THAN 8" T0' A 3 38" LONG AT 30" CENTERS WHERE T IS 8" OR MORE BT -2' 36" LONG AT 30" CENTERS BAR SIZE TABLE O f81, > 8 °BUT z 10. STANDARD 8" OR GREATER < 10" 2 -3/4" 00WEL 3/4" 1 -1/4" 1 -1/2" SIZE TIE BAR •E, •10 •11 SIZE B.14 © SEE DETAIL "C" 15" •4 OARS a 30" CENTERS - TYP. (CONTINUOUS ACROSS JOINT 'KS' OR LAP A M OF 15 ") LONGITUDINAL JOINT FOR REINFORCED PAVEMENT © •4 BR FOR KT -I JOINT SEE DETAL "C' •5 BAN FOR KT -2 & KT -3 JO'TNT 4 IO ABUTTING PAVEMENT JOINT - KEYWAY TIE -5 BAR FOR 3/4" DIA HOLE FOR BT -3 ® © •4 BAR FOR ST-3 T -5 j ST -4 JOINT & 8" 81-4 DI JOINT. I 5/8" DIA. HOLE FOR BT-5 0 JOINT. ° ?, a41 I I 9'1MIN. IS "MN, ABUTTING PAVEMENT JOINT - RIGID TIE WHERE T IS 8" OR MORE BT -3' 24" LONG AT 30' CENTERS BT -4' 36" LONG AT 15" CENTERS WHERE T IS LESS THAN 8" 24 B T 350 " LONG AT 30" CENTERS SEE DETAIL "C" SEE DETAIL "B" j0 p K KEYED JOINT FOR ADJACENT SLABS WHERE T IS 8" OR MORE WHERE T IS LESS THAN 8" 'KT -1'Q�5 RS I30" LONG AT 30" CENTE WHERE T IS 8" OR MORE KT -2'05 30" LONG AT 30" CENTERS 'KT -3' 1005 30" LONG Ai IS" CENTERS •4 BAR FOR L-I JONT SEE PETAL "A" •5 BAR FOR L -2 & L -3 JOINT ° 'L -1', , 'L -2' & 'L-3' WHERE T 15 LESS THAN 8" L-F O5 36" LONG AT 30" CENTERS WHERE T IS 8" OR MORE 'L -2' O 36" LONG AT 30" CENTERS 36" LON'C AT 15" CENTERS m O N ti A z N G m m O A n O Z 1 0 !n 0 O z ti z 0 n O I JONT SEALANT MATERIAL r'1 /4" -1/16" SAW CUT JOINT SEALANT •o MATERIAL r 1141'+1/16' SAW CUT ••O I/4" +1/16" SAW CUT A JOINT SEALANT LATE RIAL - 3 °O O. 1/4 " ±1 /8" A I/4 "± I/8.. ° I i/4 • L3_.n ti..a SAW CU� • °° d 'O° SAY/ CUT' •o"p CRACK OR A CRACK OR O 6. p0 JOINT LINE °° o A JOINT LINE °•O' JOINT FINE ° ••o A DETAIL A' DETAIL 'B DETAIL C (SAWCUT FORMED BY CONVENTIONAL (SAWCUT FORMED BY APPROVED EARLY / CONCRETE SAWING EQUIPMENT) CONCRETE SAWING EQUIPMENT) t�E (/ •� . 1 /2' TO 3/4" TOP OF PAVEMENT SEALA9T- (o f SAWCUT SECTION A -A DETAIL AT EDGE OF PAVEMENT 10 I'M CI III/, NOTES: O PLACE DOWEL BASS OR TIE BASIS IN ACCORDANCE SMITH SECTION 7010, 3.04. O REFER TO BAR SIZE TABLE. O DEPTH OF SAWCUT SHALL BE T /3. ®'DW'JOINT SHALL BE LOCATED AT A MOPANEL LOCATION BETWEEN FUTURE 'C'OR 'CO'JOIIITS. IT SHALL BE NO CLOSER THAN 5 FT. TD A 'C'OR 'CO'JGINT. SO BRS IN TRANSVERSE JOINTS SHALL BE PLACED SO THAT NO BAR WILL BE CLOSER THAN 6 N.' TO ANY LONGITUDINAL JOINT (CENTERLINE OR LANELINE). © JOINTS SHALL BE SEALED ACCORDING TO SECTION ]010, 3.10. O EDGE WITH 1/4 IN. TOOL FOR LENGTH OF JOINT INDICATED IF FORMED: EOG'.NG NOT REOUIRED WHEN CUT WITH DIAMOND BLADE SAY!. REMOVE HEADER BLOCK AND BOARD WHEN SECOND SLAB IS POURED. SEE IOWA DOT STANDARD ROAD PLAN RH 55 F09 DOWEL ASSEMBLY FABRICATION. @ WHEN TYING INTO OLD PAVEMENT, (D REPRESENTS THE DEPTH OF SOUND PORTLAND CEMENT CONCRETE. ID UNLESS OTHERWISE SPECIFIED, TRANSVERSE CONTRACTION JOINTS IN MANURE PAVEMENT SHALL BE 'CO' WHEN QT IS GREATER OR EQUAL TO B IN, C'WHEN QT IS LESS THAN 8 IN. 11 'RV JOINT MAY BE USED IN LIEU OF 'DW'JO'NT AT THE END OF THE DAY'S WORK. ANY PAVEMENT DAMAGED DUE TO THE DRILLING SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE, 1/4" +1/16 "SAY/ CUT JOINT SEALANT — MATERIAL SAW OPTION 1 l1 /8 " ±I /16 "SAW CUT DO NOT SEAL JONT 0 OSAI'/ CUT CRACK OR JOINT LINE OPTION 2 USE ONLY UPON APPROVAL OF JURISDICTIONAL ENGINEER DETAIL "A" OF PAVEMENT 1/2" TO 3/4" SEALANT SAWCUT SECTION A -A DETAIL AT EDGE OF PAVEMENT NOTES: JOINT SEALANT � MATERIAL 11J.. '1 +_1/16 "SAW CUT A o, Snw CUT ®A JOINT LINE DETAIL "B" I-1 1/4" OR - 1/8" /2 O S E NOTE TYPICAL TIE BAR PLACEMENT DETAIL "C" APPLIES TO ALL JOINTS UNLESS OTHERWISE DETAILED, KEYWAY DIMENSIONS KEYWAY TYPE PAVEMENT THICKNESS A B STANDARD 8" OR GREATER 1-3/4" 2 -3/4" NARROW LESS THAN SHEET NO. 2" O BAN SUPPORTS FI FOR FIXED FORM TO ENSUREETHEBR REMAINS INRAAY HORIZONTAL POSITION VIN GTHE PLASTIC O JURISDICTIONAL ENGINEER'S APPROVAL, CONCRETE. O WHEN TYING INTO EXISTING PAVEMENT. @ REPRESENTS THE DEPTH OF SOUND PORTLAND CEMENT CONCRETE. O DEPTH OF SAWCUT SHALL BE T /3. ® PLACE TIE BARS ACCORO!NG TO SECTION 701D, 3.04. FOR EXISTING PAVEMENT. SEE SECTION 7010, 2.02 FOR EPDXY REQUIREMENTS. O THE FOLLOWING JOINTS RE INTERCHANGEABLE, SUBJECT TO THE POURING SEQUENCE: 'KT- V.'BT -I', AND 'L-1' 'KT -2'AND 'L -2' KT -3'PND 'L -3' @6 TOOL JOINT. SAWING AND SEALING OF JOINT NOT REQUIRED. PROJECT NO: 081016 00 OE6IGKE0 BV: e.NBPKEr NO DATE BY REVISION DESCRIPTION 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET NO. PROJECT DATE, 12/34/5678 CHECKED Br: S.SOYERS FROM US HWY 6 EAST TO CITY LIMITS B.14 CAD DATE: 5/17/2010 1a16:z3 PN DRAery en J.oseowER TYPICAL CROSS SECTIONS AND DETAILS CAD FILE: xn9mIEM2oosMDe101s- DOMCeDMPIa " :MOalols- oo_emsrcr f - I i— - -� CItt oFIOwACItt,IOWA V m SEE NOTE 8 SEE DETAL "A" P9 C O �a °Y °➢ ° o,. °. . A 4 m u Tf1E JO'dJT A.ATERIAL I 2" THRU CUI TOP OF CURB SHALL E%iEM1D TO i 3- 3/4 ±I/2" iOP OF SLAB- °• o. PREFORMED RESILIENT ° THE BOTT041 OF ?'p° - JOINT MATERIAL THE PAVEMENT 'OF' JOINT °o: o °; o. < SEE DETAIL "A" A -.i' j1` 1" NOMINAL PREFORMED RESILIENT 'E' JOINT JOINT MATERIAL JOINT IN CURB •API° (VIEW AT BACK OF CURB ) o:8vo: t" NOMNAL 'E' JOINT TOP OF CURB A V EXPANSION JOINT TOP OF SLAB —, w °. o PREFORMED POLYETHYLENE PREFORMED RESLIENT ® °b:° JOINT FILLER SEE DETAIL "A' JOINT IAATERIAL �$,'a. 'a' -$J 10T O SEE NOTES 13 5 ] ° RETARER RAILS SIDE ° A ®-!±II-"2" NOMINAL RA-LS °°' �0 'EE' JOINT In Is,, LONG DOWEL ° +14� -1•' APPROVED JOINT IN CURB X AT 12" CENTERS 2 NO%ORAL EXPANSION TUBE (VIEW AT BACK OF CURB l D 'ED' JOINT N I "DOWELED EXPANSION JOINT PREFORMED POLYETHYLENE TOP OF CURB �t SEE DETAIL "A" JOINT FILLER ® illy 1" TURD CURB SEE HOLES( 5 ] TOP OF SLAB CURB RETARDER RAILS •O' "o PREFORMED POLYETHYLENE SIDE JOINT FILLER RAL 1 �OT h1ATCH 'E' JO!NT ,, °d o°' SLAB IN PAVEMENT 18" LONG DOYIEL +a w2° APPROVED A AT 12" CENTERS 2 NOMINAL EXPANSION TUBE MATCH 'E' 'EE' JOINT 2" DOWELED EXPANSION JO'.Ni JOINT JOINNT T IN N CURB .� PREFORMED ONT FILE FOAM® 1 VIEW AT BACK OF CURB I m SEE DETAL "B" EXPANSION JOINT FILLER y z SEE NOTES 1 3 5] RETAINED RATS ST E • o o RALS IO 18" LONG DOWEL � II APPROVED N AT 12" CENTERS 2 NO!ANPL EXPANSION TUBE 'EF'JOINT 4" DOWELED EXPANSION JOINT SEE SHEET 2 FOR GENERAL NOTES AND DETAILS. °n Orlveaay fade UP. DnrE ResitlerUc: lO foal nirvrwm, 15 fool modmum. REV1sI04 fl6scfllPnox CommerciWaM inlustrlo6 A spc'Ped m the 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA contract documents. O sop Traaslradthe cob 0 inches end of he'�7fol0 the font a C., of Do a ieaerrd .cross sdeaa'k O pvrrcant thcness. fB,Ild nln 6 m n 7 C.mrrerciNand inL) inches mdmum. m Sideamk tofkness lMOU9N Omea.y to mulch IM1iCN.pS¢ OI dliveAOY. O Center re.mbr<mg bm' vertiwuy in V. mom �O 6 0 Wkh tbickrzss of adjacent roodrvay,8 inches Ortua'mum, Provide ' In' jdnt of book of orb unless '0' jowl is speufied. mC ➢ m ma.;p center of of o4ey. A 9 ~c, ro n A y ? :a> car 'O.: • y o s m •'9.• > m -100 Az b� b. HL, O 9 0o omz Z -0P D m,• TOY p.; o b•9aP A••a. P O v DO zrm.,o em mom O C v: N .P.: • b ..bP N n HT -1 O h� ,•�,. m mo °� VARIES 6" O z ,Ped 9•'F. y N � N Z cr A y O n T/2 n w VAR•ER 6" c loz A mO ED D V 00 on 3~ < w ow Zy A °v VARIES 6'• � N ,'tmiZ N o I I fp_xz ym o .Pt^ En A..° o� ro En 41 o,n W x D LlO C Ih d. p �aO on r O n p W � O 0i1'•.P A A D D y � � m j :0 6.. 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DnrE ResitlerUc: lO foal nirvrwm, 15 fool modmum. REV1sI04 fl6scfllPnox CommerciWaM inlustrlo6 A spc'Ped m the 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA contract documents. O SHEET NO. 6.1 5 Traaslradthe cob 0 inches end of he'�7fol0 the font a C., of Do a ieaerrd .cross sdeaa'k O pvrrcant thcness. fB,Ild nln 6 m 7 C.mrrerciNand inL) inches mdmum. O Sideamk tofkness lMOU9N Omea.y to mulch IM1iCN.pS¢ OI dliveAOY. O Center re.mbr<mg bm' vertiwuy in V. pavement. 6 0 Wkh tbickrzss of adjacent roodrvay,8 inches Ortua'mum, Provide ' In' jdnt of book of orb unless '0' jowl is speufied. e O For oL Invert the p.vemenl groan 2% toward center of of o4ey. 2 3 Onbl Drop cwb 11 I -Olt! 0" to 2" 6 @sORe dk D(nenay Ifi' 12" L I TYPICAL SECTION PROJECT M1AT 0812/34/ CHECKEEO Bt D.HDPXCV PROJECT DATE 12/34/56)8 CHECKED 6Y: S.SOVER6 CAD DATE: 5/17/2010 12:16:23 ON DRAWN DYI J.DE80'4ER CAD FILE XA0.4 \IE \2006 \OBI016 -00 \CAO \Plans \081016 -ofl B01.SHT rco DnrE BY REV1sI04 fl6scfllPnox 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE TYPICAL CROSS SECTIONS AND DETAILS SHEET NO. 6.1 5 CLASS A SIDEWALK (Sidexo. extends horn bock of curb to ROW) O Q ¢ W Rootlwoy mn. Y -0' or 9.eoter CLASS B SIDEWALK s O I 4' -0" ma Roadway CLASS C SIDEWALK Delog8 PREFERRED RAMP PROJECT NOr 081016-00 DESIGNED PROJECT O O TEr DATE: 2010 5678 12.16:24 PM CNECi BY: 8Y d OEBOa'ER I NO GATE BY REVISION DESCRIPTION CAD FILE, %: \CN \IE \2008 \08(016-00 \CAD \Plans \081016- 00.BOI.SH1 Qj Ro.bnw:I ttoss slope of sdewak lindadhg sidewd& IMough drrexay) is 21. Q Pakirq slopes Less than 10 feel ode I/r inch Per fool Oral 10 feel w de' /t mch per fool. Spe"wlgqrode may be spec fed in the wntrwl dacu:ranis. W - Sidexo!k «xhh as speaLed is the contract docurents Refer to I'sve 7030.204 for genxdmmp dela&. ID Paro'felra,NA If normdsdeea'k elevoton - Sidewalk width as specified in the cannot be ocReved rith the papeccl romp contract documents. belneen the strait and Wndg due to f ited Rorrp ramp lenggth, at o Perot ramp to make up INe elevation milerance between the landng and . Lending the standard sidxwdx. • Delectable warning The length of the paa'elrox, is not re9utred 4V mart wks� x r to exceed 15 feel, regardless of the resdt•ng DelalA 6" mn 3 2/ ma state. Do not exceed 8.31 slope for parallel ! M dffe a ce 3The °slarl dewolk. raTPs shorter than 15 feet. (1 ) Landing: sOrm,m slope of 21 fi any dreaton. (1 ) Island xtd0s 5 foot rlenimum If sand 5 less to exceed 15 text rega6xss of the resJlmq than 5 feet. erne %rate island Ord! pravde x I ��� A,te,.te 2. (a ) Unless cab ramp is aligned perpexl to the V ode detech" wanrgs at the bock of curb Extend street radfun,proside on area of Wald RAV ( pp pp p shapng of the bottom of the ramp to proside a smooth 1rons0on to me gullertne. 27...x "On n slope h any ds"C r. 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE 6NEET0. FROM US HWY 6 EAST TO CITY LIMITS B.16 CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS Key W - Sidewalk width as specified in the s contract documents. C ran Lam Rorrp Qi Pameelramp+ II normd sdewa4x e!evol'wn . Lending LenglM1 varies • Delectable warning 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE 6NEET0. FROM US HWY 6 EAST TO CITY LIMITS B.16 CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS naa oaa S \oy 5 If erasswa &s are marked, locale romps, atlusive of s hoes, e1N!n the cro"e ea makings. C ran Lam PossLlx wa9Nran SfaMwd sldeedk Qi Pameelramp+ II normd sdewa4x e!evol'wn Length votes 4' -0" mm. LenglM1 varies carnal be ocn'xved with the pe,pendcu'a rang b,tseen the street o d fandng due to fmited Oq See 4V mart wks� x r f rd, KnGGlM1, pro de o Pao!el rasp to make up Ilhe`devo between the landng and DelalA 6" mn 3 2/ ma rS�w it a • _y ! M dffe a ce 3The °slarl dewolk. 5L max. See Figwe . the length of the pwa'lelramp is ml reguYed ttoss slope e 7030.204, DelaOB to exceed 15 text rega6xss of the resJlmq —� Pm 1 x I ��� sops. Oa note teed 63L slope tar panel In Ft `gross -1 Ihm15I 1- `1n Insist. L24 /inch (mnJ strip al extol joint 12 18 V ode detech" wanrgs at the bock of curb Extend TYPICAL SECTION - CURB RAV ( pp pp p s aoss the f0l"th of aaeen nagcr f 3 P id i,r ,Ne �_ ti(r'§ ramp. Bak of curb e pp {{ tt i '/f }F VA to F �/,y of 6 inches of concrete betas O,yZ'l9.a 7 ( I rU', i,pp cuinuvn P!'dxlldabfe warring panel. e� 4Q L.S1gt Vax' ,,n crops of 21 in any dnearon Gutter I'ra sr.. mox h'ormas!o e� S ra 05 II ttossng gore, conllids with location of detectible aarrvng or A ppedestrian nossMg delectob!e SKEWED CROSSNG PERPENDICULAR CROSSING gale is provided.Pbce wcuninq panel © © level A.ra m odvence of the crosanq gate. Roadway pavcment © InsloldelecloNe warnirq ponelwith trwcated DETAIL A Q domes odentad paaaelto me drecUon of pe&ctr;n travel Locale front edge of deledab!e earring pane16 to 15 feet imm _ Sideea'k 't cenlen'ne of nearest Ink Back of Cwb Sloped cu,b Cpl Roadway curb Etlge of Davemenl 01, Rant Possble crossnq am 24" wade (mrtI Ilo<aGon vwies) 0 `1 deleelab2 wafn qn P Q of roadway Paalj, Co/Nng • oeleaob!e arKq DETECTABLE WARMNG LOCATION AT RALROAD CROSSING I/j erpaos•'an joint surface aouM radius warring P I FIGURE 7030,207 DETAIL B NEW F W @VOB (Two relwm IWIIIIIF 7E1311.90L 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE 6NEET0. FROM US HWY 6 EAST TO CITY LIMITS B.16 CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS naa oaa S \oy 5 s 3o k � Qo\rm m Ef" Y See Figwe e 7030.204, DelaOB v, \v 3 4 ALTERNATE RAW 1 e� 1: a° soN' Fj Qo \ tit vV Raretl edge (typ.) rl Face of cab 't Back of Cwb ro, o al s P Cut pares as regdaed to providx NEW�VISU/ /21108 o surface aouM radius warring FIGURE 7030,207 �2 SHEET 2 OF 2 ALTERNATE RAMP 2 CDIU BRAS (BIERS IOEVAL flMIV3 FOR 0.A33 B BB C SIOEVRV ASS 0 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE 6NEET0. FROM US HWY 6 EAST TO CITY LIMITS B.16 CITY OF IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS TYPICAL SILT FENCE DITCH CHECK ATTACHMENT TO POST 1'x2" Hood stake for approved egrd) PIpp<e a��dtiond NH,r mote+ial or sod to Rll the seem between the F4l malenN tube end the ground toe FILTER SOCK or 5 hes Water IN, Platt berm or : pelDendedor to Stakes tryp]' For perimeter conlrolo!oeg street FILTER BERM on' .. so nclvid se egcb d sec LOn of sock or berm. Dished ores S \\ ooa \ f \oe yco O GENERAL NOTES+ Mtolsil fence occordng to the regdrements of Seeihon BOND. 3.0] ood of loathers shorn m the controct doamenls or pre drected by the Jv'sdcl and Engneer. QI Insert 12 in of fabric o mnmum of m deep O Ifobrle may be folded below the ground fine) the sit Coosct ground re driving o'ong unt side of the o tense as rinBice to suff:ai Y. fusee the lobric in rt trench to prevent O punout and [row ,order the fence. In ditches e.lend sit fence up side slope so lle bottom elevation of the end of the fence is o mWrn. of 2 in Ifigher than the top of the fierce ® in the bw print of the cloth. Steel pasts to be embedded 20 ir,.n'ers ofhernae dlowed by the J ;sdctionol QS Eloolr Seale fop of engseer:Tg lobric to steelposts using uvie or plastic ties (50 ro. ma). See Mots of 'Altochmenl to Posts " GENERAL NOTES SBerm¢sMwn is typicdfor slopes, [loiter than 30. For Dxapael'aad EngKorease berm s ;m as drected by the Place berm 'q w¢artgD ted, a;ndmx erpendculor to the slope of locolwns sDealgied m the con 4r. I docummis. Fil ntlersock diomeler os specified in the conlrod documes. � o�y � 62 goo F �aN Ar I ry0 b Area to be protected For secmenl and slope conbol TYPICAL PLACEMENT OF BERM OR SOCK M TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES [Plan View) All IQ: PRVecr No: oelols -oo oss)cnso BY: B.NOrzer No DATE BY REVlslau oesCRlPnoD SUB J E C T T O CHANGE It I? j DETALS OF SIf.T FENCE ON LONGITUDINAL SLOPES 'Reduce post spoolny to Y -W at rooter concenbetion press, or as roqu Ied to odegaately support fence TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES IProIN Yer) SILT FENCE I. Remove vegefollon and excovole soli soils from entrance aeo. Thoroughly coopod subgrode prior to placng store. 2. Instolcdvert order entrance if necessary to me'ntafi drdroge. 3. Croce oVence to prevent runoff from fluxing onto street. Brea osrwoff from entrance to a sedmenl etention dzvice. When specifed. inslo'ISU0grode zlob >`aoGon lobric 5, prior to plocMq crushed stone. Inslol layer of« uehed stone to the thickness OR Qm Entrce fength :50 fl. nun :'mum (30 It. for mia)slz;tcafoedgiorostlet�i&1Par os speofed. Length of enbonce may be increased if sediment track -out occurs. 2Q Entrance With: 20 IL oEY,, m 420TH STREET IMPROVEMENTS SHEET No. PROJECT DATE, 12/34/5628 CHECKED Br: MOVERS FROM US HWY 6 EAST TO CITY LIMITS 8,17 DAD DATE: 5/17/20LO I2aG25 PM DRAWN err J.GEBDUER CROSS SECTIONS AND DETAILS CAD FILE, x: AOtklEkzooekOemis- 0okca0�PlanwAD8lms- oo_eolstr CINOf IOWACItt, IOWA TYPICAL o rn BARBED WINE `POST C a � rc TOP RA'L / FENCE FAE SPACING 0 0 a SECTION ° V GROUND BRACE POST, no DIAMETER IN INCHES FENCE FABRIC A BOTTOM TENSION PARE, on �RADIUSAL �L s Io_i z POST SPACING, PULL POST r � PENCE FABRIC -1 W m TENSIRE ION 1 Z VYIRE n m GRO R Z LINE (n H r PI r (C 0 _D Z �I CONCRETE GATE INSTALLATION WIDTH AS SPECIFIED ON THE PLAN OR SPECIAL PROVISION Q) RACE PRAL�� `(WHEN ° BARBED WINE `POST C _ rc TOP RA'L / FENCE FAE TRUSS ROD II SECTION IICHTENt:G DEVICE V GROUND ° V `POST C _ rc TOP RA'L i w ENGINEERING FABRIC STEEL POS1 w u SECTION STEEL POST 0 6' -0" O.C. ° an �i-GRDYINFA POST BAR I I I y. -FENCE FABRIC ENCASEMENT GRADE (ISOMETRIC VIEW) POST INSTAI I ATION ENCASEMENT POST X Y Z LIME 3' -0 "' 0' -fi' IERV'IPL A 0 3•.0.• T -W 1 0•_. A CORNER, ANCLE� PULL AND BRACE B 3'-6' FOR FENCE HEIGHT 8'AND GREATER 2 RIPRAP 4' -0" HIGH CONSTRUCTION FOTH "OHNEO 0TH FENCE SUPPORT W /6' -0" ENGINEERING FABRIC 1.0'1 24" RIPRAP MWSIFO SECTION STEEL POST 0 6' -0" O.C. 5' -0" N. DIAMETER IN INCHES L A �( / �RADIUSAL ROOT o N RIPRAP AT RCP WILEIS SECTION B -B 4 "1 4'-0 I — � EXIST OF TREE TRUC01A. FOUR) PIPE 1IN.) TREE MEASURED ABOVE GRADE VIII III \ i9 B 2•_0•• m�o. ° PROTECTED Y\ / ROOT ZONE `4' -0" HIGH FENCE 10 CONSTRUCTION FENCE FOR TREE PROTECTION \ 000F – 2 RIPRAP FOTH "OHNEO ENGINEERING FABRIC 1.0'1 24" RIPRAP 2' 1 SECTION A -A n a EN t L A TAN.[ OF OANTITIES FARRERCING HE V o N RIPRAP AT RCP WILEIS SECTION B -B OIA. O -0 FOUR) PIPE 1IN.) I. I 1L i9 B Note: m�o. ° 4 , a o IB 10 Pipe sizes larger than those shown require spec lal design. \ 000F – 21 N 10 12 Pequ lremen is Tor rip rap size and tM1 lc kn ess and ftl ter blanket et Illy. L 1 A Pill be designated In the plans. /\ a 30 00 H 6 Q For pipes greater than or equal to 30 ", Use 1.5'. RIPRAP AT OUTLETS j2 za Q2 All riprap shall be placed 24" depth. PROJECT NO: 081016 -00 DESIGNED BY: B.HOPXEY PROJECT DATE. 12/34/5678 CRECSED BY: S.SOVERS CAD DATE: 5/17/2010 12:16:26 PM DRAW`! BY. J.CEBOHER CAD FILE: X:\OM\IE\ 2008 \081016 00 \CAD \Plans \081016- 00- 0OLSHT CA I Ca L) A 0 c z - °yo p o�m 9p �mvw zo mN Og O —1 n z °F D h o� o Z o z Al BOX. I' m z m o n m- r+l p o mm o O y ply L y W r D K _a 0 0 m V Z0 O y O Z m N Z � N G O m RD <£ In m \ Am ym c ynm \ \\f1 A ° rn a °m a ° ou s ° C • .0 x! DTI PLAN FOR SRT FENCE AT INTAKE rm PLAN FOR SILT PENCE DUCH CHECK AT INLET mz OmOZ O n a IN L < ° ° o o N z. L. -0 f r r V V m�o. ° a o o APPROX. 1" � �° � �° \ 000F – 0 / am 1 A /\ a A c co z Ap, / z C C, : I" E :' m ED z m m D D < • .0 x! DTI PLAN FOR SRT FENCE AT INTAKE rm PLAN FOR SILT PENCE DUCH CHECK AT INLET c m Ia D O mZA C _ 0 VIOEr A V ZV °r m YO D P m V rr V ° ° m v ia p in T7 1 5 'f V p Ja N ti H/2 MIN. m HEIGHT AS SPECIFIED W y 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA cm AO� �m0 om I 1OVIA G! 1 Y, E V I INLETPNOTECTION SAW OR CUT ROOTS, 00 NOT SPLIT,TEAR OR CRUSH -- EXCAVATION TO r BE MINIMIZED f ]ABLE ROOT CUTTING DETAIL SUBJECT TO CHANGE TYPICAL CROSS SECTIONS AND DETAILS SHEET NO. 6.18 mz OmOZ O n a IN L < ° ° o o N z. L. -0 f r r V V m�o. ° a o o APPROX. 1" � �° � �° \ 000F – 0 / am 1 A /\ a A c co z Ap, / z C C, : I" E :' m ED z m m D D < <m:O1i:vc m m moms vy A p � �_nm AE v "n o A90 p rn o $m° " �z O om r o a o S a MW T T °� m m ° o ' '" no m z z 0�o M m0° I p O ° o IN*1 p DO y 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA cm AO� �m0 om I 1OVIA G! 1 Y, E V I INLETPNOTECTION SAW OR CUT ROOTS, 00 NOT SPLIT,TEAR OR CRUSH -- EXCAVATION TO r BE MINIMIZED f ]ABLE ROOT CUTTING DETAIL SUBJECT TO CHANGE TYPICAL CROSS SECTIONS AND DETAILS SHEET NO. 6.18 IJOlntl ❑ ❑ ❑ ❑ ❑ ❑ ❑ It 10' 30' 10' 30' �I,10' 2'-�i -t- -��4' �- 4 "J OZ BROKEN CENTER LINE (Yellow) �H i �i 0 DOTTED LINE (White) 5,„ 4 "-a Joint Line (Joint) -Lane Width 4„ I 51/" 4'. TRAFFIC —� }- Q3 DOUBLE CENTER LINE (Yellow) 10 SOLID LANE LINE (White) 4'J- C� (Joint) / \fJI��� 24" 5 NO PASSING ZONE LINE (Yellow) �4 51�.' 17 STOP LINE (White) �51/'• 4 " rJoint Line} Lane Width �F t f +© BROKEN LANE LINE (White) TRAFFIC Edge aF Pavement 1 ( EDGE LINE RI6Hr (White) II' 9' 4J 08 EDGE LINE LEFT (Yellow) 6"-1 II CHANNELIZING LINE (White) t Q CHANNELIZING LINE (Yellow) 14 CROSSWALK LINE (White) 6•• —� 0 Paint— \ / /��' QPalnt Gutter Line U Gutter Line— Curb Curb Q Paint 12" width for 6" Standard Curb, QB Paint 14" width for 6" Sloped Curb. 15 YELLOW CURB I6 WHITE CURB 16" 12" 24 '[V V V U YIELD LINE (White) 511'. 51/4 �❑ ❑ yi F. ❑ -.1 4' � 0 "J IB DOUBLE DOTTED LINE (Yellow) STANDARD TYPES OF PAVEMENT MARKINGS v! Shoulder 50' Mox. Z / 6' Min. 12' Min. Stop sign to be placed ithin shaded area. 'LE 255' Mex. Edge of Troweled Way CASE 'A' WITH SHOULDER 9001 09 Q0 0/ 9 a P of Side Road 090.6 k Edge of TO, hro Roadway U I J I 12' —Edges of Pavement, 1 i i (rl t 13 STOP LINE (White) srae For location details see Typical Detail 9001 . PAVEMENT MARKINGS Stop Lines I 50' Mal.. Step sign t be placed ed wi thi n shoded area. 25' Ms.. Edge of Traveled Way CASE 'B' WITHOUT SHOULDER ol�t EACH UNIT = 3.84' "ONLY" WORD B' 9503 WITS: DY1591 Step signs should be confined to the shaded areas, bug as dose to Ur, approach roadway as possible to provide the molensl Nth Oe best Nsual Impact. If possible, stop signs should be placed at the point ,here wFcles are to stop or as near as practical. In rural areas, the lateral clearance should not be closer than 6' from the edge of a usable shoulder, or If cars. 12' from edge oI the traveled way. In urban areas, slop sIgn, should be placed a mrarvn of 6 from the near edge of the Intersected street or a minimum of 4' In advance of the near edge of a marked crosswalk, Lateral clearance may be reduced to a minlnum of 2' from the face of a larb. Where Dw approach roadway consists of lm lames of traffic, a second stop sign should be placed where It Is Asible to traffic In the Inner hore. At charmiced IntersecUwx the additional stop sign ruy be placed on a channellaed Island or median. STOP SIGN PLACEMENT � 1 i FE1� t PROJECT Nil: 081016 00 DESIGNED BY. 8.HDPKEY EACH llNli = 3.84" 9002 420TH STREET IMPROVEMENTS SUBJECT T O CHANGE Bf1EEr F.O. NO DATE BY REVISIeN OESCRIPTI85 PROJECT DATE, izrB4issye CHECKED Br: ssavEBS !Foth N FROM US HWY 6 EAST TO CITY LIMITS 2 - CAD DATE. 6ivnolo Iai6:ze PEI oBAWN Br: J.DEBOWSR %2' - — 2'_6 %" DAD FILE: x:ULHVEtzooe�03[ 016- 00\CAO�PlanstDaml6- DO- BOI.SHr PAVEMENT MARKINGS STRAIGHT AND CURVE ARROWS 0 Paint— \ / /��' QPalnt Gutter Line U Gutter Line— Curb Curb Q Paint 12" width for 6" Standard Curb, QB Paint 14" width for 6" Sloped Curb. 15 YELLOW CURB I6 WHITE CURB 16" 12" 24 '[V V V U YIELD LINE (White) 511'. 51/4 �❑ ❑ yi F. ❑ -.1 4' � 0 "J IB DOUBLE DOTTED LINE (Yellow) STANDARD TYPES OF PAVEMENT MARKINGS v! Shoulder 50' Mox. Z / 6' Min. 12' Min. Stop sign to be placed ithin shaded area. 'LE 255' Mex. Edge of Troweled Way CASE 'A' WITH SHOULDER 9001 09 Q0 0/ 9 a P of Side Road 090.6 k Edge of TO, hro Roadway U I J I 12' —Edges of Pavement, 1 i i (rl t 13 STOP LINE (White) srae For location details see Typical Detail 9001 . PAVEMENT MARKINGS Stop Lines I 50' Mal.. Step sign t be placed ed wi thi n shoded area. 25' Ms.. Edge of Traveled Way CASE 'B' WITHOUT SHOULDER ol�t EACH UNIT = 3.84' "ONLY" WORD B' 9503 WITS: DY1591 Step signs should be confined to the shaded areas, bug as dose to Ur, approach roadway as possible to provide the molensl Nth Oe best Nsual Impact. If possible, stop signs should be placed at the point ,here wFcles are to stop or as near as practical. In rural areas, the lateral clearance should not be closer than 6' from the edge of a usable shoulder, or If cars. 12' from edge oI the traveled way. In urban areas, slop sIgn, should be placed a mrarvn of 6 from the near edge of the Intersected street or a minimum of 4' In advance of the near edge of a marked crosswalk, Lateral clearance may be reduced to a minlnum of 2' from the face of a larb. Where Dw approach roadway consists of lm lames of traffic, a second stop sign should be placed where It Is Asible to traffic In the Inner hore. At charmiced IntersecUwx the additional stop sign ruy be placed on a channellaed Island or median. STOP SIGN PLACEMENT � 1 i FE1� t PROJECT Nil: 081016 00 DESIGNED BY. 8.HDPKEY 420TH STREET IMPROVEMENTS SUBJECT T O CHANGE Bf1EEr F.O. NO DATE BY REVISIeN OESCRIPTI85 PROJECT DATE, izrB4issye CHECKED Br: ssavEBS !Foth FROM US HWY 6 EAST TO CITY LIMITS B•19 CAD DATE. 6ivnolo Iai6:ze PEI oBAWN Br: J.DEBOWSR TYPICAL CROSS SECTIONS AND DETAILS DAD FILE: x:ULHVEtzooe�03[ 016- 00\CAO�PlanstDaml6- DO- BOI.SHr CITY OF IOWA CITY, IOWA ESTIMATED ROADWAY QUANTITIES 1-00 _0A 10 -28-97 ESTIMATED ROADWAY QUANTITIES 110008097 Item No. Item Cade Item Unit Total As But It Own. Item No. I Item Code Item Unit Total As Built Ouan. DIVISION 1. l.I 1.2 1.3 GENERAL L�� _ CONSTRUCTION STAKING FIELD OFFICE _ _ MOBILIZATION LS LS LS _ I I _ 1 DIVISION 6. 6.1 6.2 6.3 6.4 STRUCTURES FOR SANITARY &STORM INTAKE, SW -508, SINGLE OPEN THROAT, LARGE BOX INTAKE, SW -510, DOUBLE OPEN THROAT, LARGE BOX MANHOLE, STORM, SW -401, 48" DIA. MANHOLE, STORM, SW -401, 60" DIA. - EA EA EA EA -- L2 16' 10 3 „ - DIVISION 2. 2.1 2.2 2,3 2,4 2,5 2,6 2.7 2.8 EARTHWORK _ _ CLEARING & GRUBBING REMOVALS, AS PER PLAN TOPSOIL, STRIPPING, SALVAGING & RESPREAD (ROADWAY) TOPSOIL, STRIPPING, SALVAGING & RESPREAD (SANITARY SEWER) _ EXCAVATION, CLASS 10, ROADWAY AND BORROW EXCAVATION, CLASS 10, UNSUITABLE /UNSTABLE MATERIAL _ SUBGRADE TREATMENT, FLY ASH PAVEMENT REMOVAL / DISPOSITION LS _ LS CY CY CY CY SY SY 1 1 6986 6000 36688 2000 24611 11949 _ 6.5 6.6 6.7 6.8 6.9 6,10 6.11 6,12 6.13 MANHOLE, STORM, SW -403 MOD., 56" X 126" MANHOLE, SANITARY, SW-301, 48" DIA, (T -LOCK LINED) _ MANHOLE, SANITARY, SW-301, 84" DIA, (T -LOCK LINED) MANHOLE, SANITARY, SW -301, 96" DIA. (T LOCK LINED) MANHOLE, SANITARY, SW -301, 108" DIA. (T -LOCK LINED) MANHOLE, SANITARY, SW -301, 120" DIA. (T -LOCK LINED) MANHOLE, SANITARY, MODIFIED (T-LOCK LINED)) TEE MANHOLE, SANITARY, SW -305, 48" DIA. W /48" RISER (T-LOCK LINED) BEND - 45 DEG., SANITARY, 48" DIA., RCP CLASS IV (T-LOCK LINED) + EA EA EA EA EA EA 4 .. -v 2:. 2 I 5 3 - v• 2.9 _ MODIFIED SUBBASE CY 4152 - _ DIVISION 7. STREETS & RELATED WORK - - 7.1 PAVEMENT, STANDARD OR SLIP FORM PCC, CLASS C. CLASS 3 DURABILITY, 10" SY 21287 DIVISION 3, 3.1 3,2 _ 3,3 3.4 3.5 TRENCH, BACKFILL & TUNNELING TRENCH DEWATERING TRENCH FOUNDATION STABILIZATION MATERIAL SEWER, STORM, 24" DIA. W/42" STEEL CASING PIPE (0.500" WALL THICKNESS) SEWER, SANITARY, 42" DIA, W172" STEEL CASING PIPE (0.875" WALL THICKNESS) SEWER, SANITARY, 48" DIA. W/72" STEEL CASING PIPE (0.675 "_WALL THICKNESS) - - OPEN CUT LS TON LF LF LF 1 1600 110 200 40 _ 7,2 7,3 7,4 7,5 7.6 7.7 7.8 7.9 PAVED SHOULDER, PCC, 10" GRANULAR SHOULDER, TYPE A DRIVEWAY, PCC, 6" SIDEWALK, PCC, 4" SIDEWALK, PCC, 6" SIDEWALK, PCC PEDESTRIAN CURB RAMP. 6" - DETECTABLE WARNING PANELS (CAST IRON) SURFACING, DRIVEWAY, CLASS A CRUSHED STONE, 6" FSF 215 85 _ 286 109 2421 37 64 III DIVISION 4. SEWERS & DRAINS 7.10 GRANULAR SURFACING ON ROAD, CRUSHED STONE (TEMPORARY) 350 4,1 4.2 4.3 4.4 4.5 4,6 4.7 SEWER, STORM, 15" DIA., RCP CLASS III SEWER, STORM, 18" DIA., RCP CLASS III SEWER, STORM, 24" DIA., RCP CLASS III SEWER, STORM, 30" DIA., RCP CLASS III _ SEWER, STORM, 36" DIA., RCP CLASS III SEWER, STORM, 48" DIA., RCP CLASS III CULVERT EXTENSION, ROADWAY, 24" DIA., RCP CLASS III LF LF LF LF LF LF LF 1683 882 1203 609 187 328 12 DIVISION 8. TRAFFIC CONTROL 8.1 8.2 8,3 8,4 8.5 AND SIGNALS TRAFFIC CONTROL PAINTED PAVEMENT MARKINGS, DURABLE PAINTED SYMBOLS, DURABLE PAVEMENT MARKS, REMOVED FLAGGERS LS STA EA STA DAY I 130 35 It 10 4.8 SEWER, STORM, 24" DIA. HDPE LF 1866 4,9 4,10 4.11 4.12 4.13 4,14 4.15 4.16 4,17 4,18 4,19 4.20 4.21 _ _ TEE SECTION, STORM, 48" X 18" DIA., RCP CLASS IH _ APRONS, CONCRETE, 18" DIA., W /APRON GUARD APRONS, CONCRETE, 24" DIA., W /APRON GUARD APRONS, CONCRETE, 48" DIA., W /APRON GUARD SEWER, SANITARY, 15" DIA, PVC TRUSS SEWER, SANITARY, 42" DIA., RCP CLASS IV (T -LOCK LINED) SEWER, SANITARY, 48" DIA., RCP CLASS IV IT -LOCK LINED) SUBDRAIN AND FITTINGS, 6" DIA, CORRUGATED PVC (TYPE I) SUBDRAIN, CONNECTION TO INTAKES SUBDRA IN, CLEAN OUTS, 6" PVC (TYPE A -1) SUBDRAIN, CMP OUTLET (RF -19E), 8" DIA. FIELD TILE REPAIR AND FITTINGS, PVC, UNSPECIFIED DIA, STORM SEWER AND PIPE CULVERT REMOVAL EA EA EA EA LF LF LF LF EA EA EA LF LF 1 2 3 4 1688 I6 4106 7885 52 14 3 500 603 DIVISION 9, 9.1 9,2 9.3 9.4 9.5 9.6 9.7 9.8 9,9 9.10 9,11 9.12 9,13 SITEWORK & LANDSCAPING SEEDING, FERTILIZING & MULCHING, TYPE 1, PERMANENT LAWN MIXTURE, (HYDRAULIC) SEEDING, FERTILIZING & MULCHING, TYPE 2, PERMANENT COOL MIXTURE (HYDRAULIC) SEEDING. FERTILIZING &MULCHING TYPE 4, URBAN TEMP, EROSION CONTROL MIX (HYD) SEEDING, FERTILIZING & MULCHING, TYPE 5, RURAL TEMP, EROSION CONTROL MIX IHYD) SILT FENCE INLET PROTECTION FILTER SOCKS CONSTRUCTION EROSION CONTROL TREE PROTECTION EROSION STONE REVETMENT, CLASS E FIELD FENCE FIELD FENCE, TEMPORARY AC AC AC AC LF EA LF _ LS EA _ TON TON LF LF 8.1 3.5 16.2 3,5 14015 3 405 I 15 31 92 2311 997 DIVISION 5. 5.1 5.2 5,3 5.4 5.5 WATER MAINS & APPURTENANCES IWATER MAIN, DUCTILE IRON, 12" IWATER MAIN, DUCTILE IRON, 16" IGATE VALVE AND VALVE BOX, 12" IBUTTERFLY VALVE AND VALVE BOX, 16" IWATER MAIN FITTINGS LF LF EA EA LB 180 2331 2 _ 6 1660 9.14 9.15 9.16 9.17 9,18 9. 191 FIELD FENCE, GATE, IB' CHAINLINK FENCE, 6' HIGH CHAINLINK FENCE, 6' HIGH (TEMPORARY) FENCE REMOVAL FENCE, SAFETY RELOCATION OF MAILBOXES EA LF LF LF LF EA 1 IOO 100 2343 3621 2 5.6 1HYDRANT ASSEMBLY EA 8 5.7 5.8 IRELOCATE HYDRANT ASSEMBLY _ JADJUSTMENT OF FIXTURE, VALVE BOX ASSEMBLY EA EA 3 3 _ DIVISION 10, 10.1 10,2 WETLAND MITIGATION EXCAVATION, CLASS 10 SEEDING, FERTILIZING & MULCHING, W'EILAND MIX (HYDRAULIC SEEDING) CY AC 1168 0.7 10,3 WETLAND GRASS PLUGS EA 1000 PROJECT N0: OB1016 00 DESIG:ED BY, B.HOPKEY PROJECT DATEi 05/28/2010 CHECKED BY. S.SMRS CAD DATE, 6/11/2010 2:50:29 PIT DRAWN BY: J.OEBOWER CAN FILE: X:\DK\IEN2008\08IO16-00\CADNPi.os \081016-00-COI.SHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SHEET NO. ESTIMATED PROJECT QUANTITIES I C'01 loD -4a ESTIMATE REFERENCE INFORMATION 100.4A 10 -29 -02 10-29 -02 ESTIMATE REFERENCE INFORMATION Item Item Code Description )Nom Item Code Description No. . .. E. Overhaul will not be measured or paid for, but shall be considered Incidental to'road�way ;excavat ion DIVISION I - GENERAL 1.1 CONSTRUCTION STAKING A. This bid Item shall Include all survey work necessary for construction of this project as Intended by the contract on this project. F. This item Includes the earth shoulder fl I material beh Ind the curb and adjacIt Tlp(pav1e(1-shr�'u��iE��-; (Y1�V(U VV I' documents and approved revisions. Control points have been Included in the plans for reference. The Contractor will be responsible for maintaining all horizontal and vertical control within the project 2,6 EXCAVATION, CLASS 10, UNSUITABLE /UNSTABLE MATERIAL from 'Sta) 134 +QQ",'to EDP, limits following completion of the construction activities. This item shall also Include: staking the permanent filing A. This bid Item is to be used In the event that contaminated soils are encountered lte disposal of all contaminated material and ground water will nQyt 6a4d f n�sepo a'tel\y but shall utility and temporary construction easements as Illustrated on H Sheets; resetting and of B, Removal and offs T `ti tie certificates on disturbed section corners; establishing permanent monumentation (Iron pins or cut "X ") at be considered incidental to this item. !`�'��i� `'k IOOOft tangents, PC's, PT's and Intersections PI's, post construction. Additional survey work required to re -stake C. Contaminated matleral may be properly disposed of at a landfill or by land farming. survey points disturbed during construction will not be paid for separately but shall be considered incidental to D. This bid item includes supply and hauling in suitable material. this Item, E. The Contractor will be required to compact to at least 95X of the materials standard proctor density. F. Refer to the Contaminated Sol & Water Management Plan on Sheet C.17 1.2 FIELD OFFICE A. Shall meet the requirements as outlined In section 2520 of the Iowa DOT Standard Specifications. 2.7 SUBGRADE TREATMENT, FLY ASH A. Refer to typical sections on Sheets B.01 and 8.02 1.3 MOBILIZATION B. Shall be utilized under all proposed pavements Iexcludlng driveways and sidewalks) A. Contractor will be paid based upon the schedule outlined In the contract documents. C, Refer to Supplemental Specifications for Subgrade Treatment, Fly Ash (included in project specifications). D. The Contractor will be responsible for hiring an Independent geotechnlcal testing laboratory (as approved by the DIVISION 2 - EARTHWORK project engineer) to perform all material and compaction testing as required by the contract documents. No separate 2.1 CLEARING AND GRUBBING payment will be made for testing services, it shall be considered Incidental to this Item. A. Removal of trees must be approved by the engineer. All costs associated with replacement of E. The Contractor will be paid the contract unit price per square yard. This shall be considered full compensation unapproved removals will be at the contractor's expense. for furnishing all tools, equipment, and materials necessary for the treatment of subgrade with fly ash in B. Includes removal from project site and disposal of trees located within the excavation limits and accordance with the contract documents. other locations on the site, as shown on the plans; grub, remove and dispose of stumps and roots. 2,8 PAVEMENT REMOVAL / DISPOSITION 2.2 REMOVALS, AS PER PLAN A. Refer to D Sheets, E Sheets and S Sheets for removal limits. A. This item is for the removal and disposal of existing structures and signs as noted on Sheet C.07 and other B. This Item Includes removal and proper disposal of the existing 420th street chip seal pavement. miscellaneous Items encountered during construction required to construct this project. Re- compact trenches to a C. Includes full depth saw cutting as necessary to create a clean edge. minimum 957. of standard proctor density. D. All damage to existing pavements not Identified for removals, shall be replaced at the contractors expense. B. The contractor will be paid the contract price per each structure and sign removed. This shall be considered E. Bid Item Includes 20 SY of sidewalk removal. See Tabulations on Sheet C.13. full compensation for furnishing all material, equipment and labor for the removal and proper disposal of existing structures as identified in the contract documents. 2.9 MODIFIED SUBBASE A. Refer to Typical Section on B Sheets. 2.3 TOPSOIL, STRIPPING, SALVAGING & RESPREAD (ROADWAY) B. Requirements of Modified Subbase to meet Sections 2115 and 4123 of the Iowa DOT Specifications. A. Refer to T Sheets for Tabulation of Earthwork Ouantities. This bid Item Includes the following quantities: C. Recycled PCC and HMA pavements certified to contain 100% material from an Interstate or Primary highway under the Iowa DOT Jurisdiction may be utilized. The Incorporation of all other foreign recycled asphalt material will not 10393 CY of stripping (Roadway) be allowed on this project. 6986 CY of spreading + 457. shrink (Roadway) D. Includes quantity for placement on driveways (4" depth). 3357 CY Net Excess (Incorporate Into Fill areas outside of pavement) E. The Contractor will be paid the contract unit price per cubic yard. This shall be considered full compensation for furnishing all tools, equipment and materials necessary for the Installation of Modified Subbase In accordance See Section 2010, earthwork, subgrade, and subbase, of the Urban Standard Specifications. with the contract documents. The volume of roadway spreading was calculated using a 45'L shrink factor for spreading material. This quantity was calculated by stripping the areas identified on the roadway cross sections (typically upper 9" of topsoil) and DIVISION 3 - TRENCH AND TRENCHLESS CONSTRUCTION placing of topsoil to a depth of 6" for finished grading. 3.1 TRENCH DEWATERING B. Refer to Staging Notes, Sheet J.01 for Information prior to placement of topsoil. This Item also A. Refer to sell boring logs on sheets 0.01 - 0.02 for approximate water table depths. Includes backfllling behind curb and all required finished grading. Payment for this bid item shall be based on the B. The contractor will be paid the lump sum contract price. This shall be considered full given plan quantity. compensation for furnishing materials, equipment and labor necessary to dewater trench excavations as required to Install the proposed sanitary sewer main and laterals to the line and 2.4 TOPSOIL, STRIPPING, SALVAGING & RESPREAO (SANITARY SEWER) grade as specified in the contract documents. A. 6000 CY of this bid item Is for the stripping, stockpiling and placement of 12" of top soil for sanitary sewer construction. Limits of removal shall be the length of the sanitary sewer Installation and the width of the 3,2 TRENCH FOUNDATION STABILIZATION MATERIAL excavation. See S Sheets for locations. Top soil shall be stockpiled within project limits and contained within a A. This item shall be In accordance with Section 3010 of the Urban Standard Specifications. slit fence perimeter. B. Materials shall conform to Section 3010, paragraph 2.04 of the Urban Standard Specifications, B. After finish grading, remove clods, lumps, roots, litter, other undesirable material, or stones larger than 3 Inches. C. Payment shall be based upon the amount of material placed as indicated on the delivery tickets. D. The contractor will be paid the contract unit price per ton. This shall be considered full 2.5 EXCAVATION, CLASS 10, ROADWAY AND BORROW compensation for furnishing all tools, equipment, and materials necessary for the stabilization A. Refer to T Sheets for Tabulation of Earthwork Ouantities. This bid item includes the following quantities: of a trench as directed by the engineer. 19D78 CY of Class IO cut 3.3 SEWER, STORM, 24" DIA, W/42" STEEL CASING PIPE (0.500" WALL THICKNESS) 3357 CY of Topsoil Class 10 Cut 3.4 SEWER, SANITARY, 48" DIA. W/72" STEEL CASING PIPE (0.875" WALL THICKNESS) 36688 CY of total fill + 30% shrink A. Refer to S Sheets for placement locations. 14253 CY of Class 10 Borrow B. This bid item includes all necessary pipe, casing spacers, sheeting, shoring, boring pits, labor, equipment B. 3856 CY of Class 10 cut and 3486 CY of Class 10 fill from Sta. 108 +50.00 to Sta. 124 +50.00 and miscellaneous associated work necessary to furnish and Install sanitary and storm sewer carrier and casing pipe (420th St.) is for the removal of existing roadbed to a minimum of 2' below proposed subbase. Refer to Install In accordance with Urban Standard Specifications Section 3020, where shown on plans. W Sheets for details. C. Sealing of annular space at the ends of the casing pipe with concrete or grout Is included in this Item, C. The Contractor will be required to compact to at least 95% of the materials standard proctor density. D. Sanitary sewer carrier pipe shall be Jacking pipe ( "C" Wall) gasketed Class IV RCP w/ T -Lock lining as D. The Contractor will be responsible for hiring an independent geotechnlcal testing laboratory manufactured by Ameron International Products. Field welding and testing of the liner In accordance with the (as approved by the project engineer) to perform alt material and compaction testing as required manufacturer's recommendations will not be paid for separately, but shall be considered Incidental to this Item. by the contract documents. No separate payment will be made for testing services, It shall be E. Storm sewer carrier pipe shall be Jacking pipe ( "C" Wall) gasketed RCP Class 111. considered Incidental to this Item. PROJECT NDi 061016 -00 DES10nE0 fir: D.uoPHEV -- 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. Na DATE By REVISION DESCRIPTION PROJECT DATE, Dsizeizolo ceecaeO al, 1 .1016 FROM US HWY 6 EAST TO CITY LIMITS C.02 cno onre fiturzola asOSO PM OMAwM er: a.D66owEa ESTIMATED PROJECT QUANTITIES CAD FILE: x: \DM \IE \2008 \081016 -00 \CAD \Plans \081016- 00- CDLSNi CITY OF IOWA CITY.IOy/A ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item Item Code Description Item Item Code Description I r I p P 3 ._ l F No. No. 3.5 SEWER, SANITARY, 48" DIA. W/72" STEEL CASING PIPE (0.875" WALL THICKNESS) - OPEN CUT 4.13 SEWER, SANITARY, 15" DIA, PVC TRUSS A. Refer to Sheet 5.01 for placement location. A. Refer to Sanitary Sewer Tabulation on Sheet C.OB. 'b B. This bid item Includes all necessary pipe, casing spacers, sheeting, sharing, labor, equipment B. Refer to typical trench details on B Sheets. (f�l(� kl� '7 IF- ���i backflll and miscellaneous associated work necessary to furnish and install sanitary sewer carrier and casing pipe by C. Trench bedding in unpaved areas (roadway shoulders and sidewalks) shall.b $i w�ItN ika6164rench open cut; Install in accordance with Urban Standard Specifications Section 3020, where shown on plans. this Item. compacted to 90'% standard proctor density. D. Trench bedding In paved areas Imo lnl lee, side roads, and driveways) lveways) shall be lIl is`� -�''q lihl� ass I granular C. Sealing of annular space at the ends of the casing pipe with concrete or grout Is Included In density, Rema Crushed {III -`3 ell emateri D. Carrier pipe shall be jacking pipe ( "C" Wall) gasketed Class IV RCP W/ T -Lock lining as manufactured by material trench backf 111 compacted to 95% standard proctor lnder lqf lq ��(, {It �IA4s 1 tinnier 1, Ameron International Products. Field welding and testing of the liner In accordance with the manufacturer's Stone (Iowa DOT gradation No. 11). The last 2' below bottom of subbase shall bA�sltob lal. recommendations will not be paid for separately, but shall be considered Incidental to this Item. E. The Contractor will be responsible for hiring an Independent geotechnical testing laboratory E. Temporary relocation of the existing stream channel Is Included In this Item. (as approved by the project engineer) to perform all material and compaction testing as required by the contract documents. No separate payment will be made for testing services, It shall be DIVISION 4 - SEWERS AND DRAINS considered Incidental to this item. the 4.1 SEWER, STORM, 15" DIA., RCP CLASS III F. This bid item shall Include all materials and equipment necessary for the Installation of sanitary sewer to the line and grade, as specified on the plans. Also Includes furnishing pipe and appurtenances, handling, excavation, 4.2 SEWER .STORM, 18" DIA., RCP CLASS III installation, granular bedding, trench backflll, flowable mortar encasement, concrete collars, water tight plugs, 4.3 SEWER, STORM, 24" DIA., RCP CLASS III 4.4 SEWER, STORM, 30" DIA., RCP CLASS III testing, and all other miscellaneous work. 4.5 SEWER, STORM, 36" DIA., RCP CLASS III 4414 SEWER, SANITARY, 42" DIA., RCP CLASS IV (T -LOCK LINED) 4.6 SEWER, STORM, 48" DIA., RCP CLASS III 4.15 SEWER, SANITARY, 48" DIA., RCP CLASS IV (T -LOCK LINED) A. Refer to Storm Sewer Tabulation on Sheet C.OB. A. Refer to Sanitary Sewer Tabulation on Sheet C.08. B. Refer to typical trench details on Sheets 8.03 - 8.04. C. The Contractor will be responsible for hiring an Independent geotechnical testing laboratory 6. Refer to typical trench details on 8 Sheets. fie ids) be Class R -2 suitable (as approved by the project engineer) to perform all material and compaction testing as required C. Trench bedding In unpaved areas (roadway shoulders, sidewalks and farm shall with by the contract documents. No separate payment will be made for testing services, It shall be trench backfiil compacted to 90% standard proctor density. In areas where the proposed sanitary sewer 1s adjacent to the proposed storm sewer underdrain (Sta. 5113 +50 - Sta. 5141+75) suitable trench backflll shall be compacted considered incidental to this Item, D. Trench bedding for storm sewers in unpaved areas (roadway shoulders and sidewalks) shall be to 95% standard proctor density. driveways) shall be Class R -2 with Class A Crushed Stone Class R -2 with suitable trench backflll compacted to 90X standard proctor density. D. Trench bedding in paved areas (ma inllne, side roads, and bottom E. Trench bedding for storm sewers in paved areas (mainline, side roads, and driveways) Including (Iowa DOT gradation No. 11) trench backflll compacted to 95% standard proctor density. The last 2' below longitudinal (back of curb) and transverse runs within the street shall be Class 8-2 with Class "A" Crushed Stone of subbase shall be suitable Class 10 material. (meeting Iowa DOT gradation No. 11) granular trench backf111 compacted to 95X standard proctor density. Granular E. All sanitary sewer shall be bell and spigot gasketed Class IV RCP W/T -Lack lining as manufactured by Ameron backflll shall stop I' below bottom of treated subgrade. The last 2' of trench backflll shall be suitable International Products. Field welding and testing of the liner in accordance with the manufacturer's recommendations Class 10 material. will not be paid for separately, but shall be considered Incidental to this Item. F. All storm sewer shall have bell and spigot joints with O-ring gasket joint per ASTM C443. F. The Contractor will be responsible for hiring an Independent geotechnical testing laboratory G. Includes furnishing pipe and appurtenances, handling, excavation, dewatering, installation, (as approved by the project engineer) to perform all material and compaction testing as required granular bedding, trench backf -Ill, flowable mortar encasement, concrete collars, connections to existing structures by the contract documents. No separate payment will be made for testing services. It shall be and all other miscellaneous work. considered Incidental to this Item, G. This bid item shall Include all materials and equipment necessary for the installation of sanitary sewer to the line and grade, as specified in the plans. Also Includes furnishing pipe and appurtenances, handling, excavation, 4.7 CULVERT EXTENSION, ROADWAY, 24" DIA., RCP CLASS III installation, granular bedding, trench backf111, flowable mortar encasement, concrete collars, water tight plugs, A. Refer to Storm Sewer Tabulation on Sheet C. 0. B. Includes furnishing pipe and appurtenances, handling, excavation, dewatering, installation, testing, and all other miscellaneous work. granular bedding, trench backflll, concrete collars, connections to existing structures and all other miscellaneous work. SUBDRAIN AND FITTINGS, 6 IN. CORRUGATED PVC (TYPE II 4,16 A. Refer to Longitudinal Subdraln Tabulation (104 -9) on Sheet C.10 and C.11. 4,8 SEWER, STORM, 24" DIA, HOPE B. Refer to M Sheets for subdraln locations. C. Approved manufacturers: (1) Contech, A-2000 (2) Advanced Drainage Systems, ADS N -12 or (3) Hanor, HI -0. A. Refer to Storm Sewer Tabulation on Sheet C.09. D. Includes porous backf111, tees, plugs and all other required fittings; incidental to this Item, B. Refer to typical trench details on Sheets B.04. C. Trench bedding in unpaved areas (roadway shoulders and sidewalks) shall be Class F -2 with suitable trench backf111 E. Refer to Figure 4040.231 on Sheet B.05 for construction details. compacted to 907. standard proctor density. D, This Item will not be allowed within the right -of -way, SUBDRAIN, CONNECTION TO INTAKES E. The Contractor will be responsible for hiring an independent geotechnical testing laboratory 4,17 A. Refer to Longitudinal Subdraln Tabulation (104 -9) on Sheet C.10 and C.114 (as approved by the project engineer) to perform all material and compaction testing as required 8. Refer to M sheets for outlet locations. by the contract documents. No separate payment will be made for testing services, It shall be C. Refer to Figure 4040.233 on Sheet B.05 for Installation details. considered incidental to this Item. D. Subdraln outlets thru Intake walls shall be CMP. F. Includes furnishing pipe and appurtenances, handling, excavation, dewatering, Installation, E. The Contractor will be paid the contract unit price per each. This shall be considered full compensation granular bedding, trench backflll, connections to existing structures and all other miscellaneous work, for furnishing all materials, equipment and labor for each subdraln connection made to Intakes. F. Item Includes rodent guards. 4,9 TEE SECTION, STORM, 48" X 18" DIA., RCP CLASS 111 A. Refer to Storm Sewer Tabulation on Sheet C.09. SUBDRAIN, CLEAN OUTS, 6" PVC (TYPE A -1) B. Includes furnishing pipe and appurtenances, handling, excavation, dewatering, installation, 4.18 A. Refer to details on 8 Sheets and Longitudinal Subdraln Tabulation (104 -9) on Sheet C.10 and C.11. granular bedding, trench backf111, concrete collars, connections to existing structures and all other B. Refer to M sheets for outlet locations. full C. The Contractor will be paid the contract unit price per each. This shall be considered compensation miscellaneous work, for furnishing all materials, equipment and labor for each subdraln closeout. 4,10 APRONS, CONCRETE, 18 ". DIA., W/ APRON GUARD 4411 APRONS, CONCRETE, 24" DIA., W/ APRON GUARD SUBDRAIN, CMP OUTLET (RF -19E), 8" DIA. 4.12 APRONS, CONCRETE, 48" DIA., W /APRON GUARD 4.19 A. Refer to details on 8 Sheets and Longitudinal Subdra m Tabulation (104 -9) on Sheet C.10 and C.I14 A. Refer to Storm Sewer Tabulation on Sheet C.09. 8. Refer to M sheets for outlet locations. B. Pipe connectors shall be Installed on the last three pipe joints for all storm sewer outlets. C. The Contractor will be paid the contract unit price per each. This shall be considered full compensation C. Refer to Iowa DOT Standard Road Plan RF -14 for details on connected pipe joints. for furnishing all materials, equipment and labor for each subdraln outlet. D. Refer to Figure 4030.221 on Sheet 8.05 for details on concrete apron footing. D. Item Includes rodent guards. E. Includes apron guard, pipe connectors and concrete apron footing. F. Includes miscellaneous channel rading at Inlet /outlet of storm sewer, PROJECT NO: 081016-00 DESIGNTO BY: B.HOPKEY NO GATE BT REVISION DESCRIPTION 420TH STREET CORRIDOR SHEET K0. PROJECT DATE, 05/28/2010 CHECKED BY, S.SOVERS FROM US HWY S EASTTO CITY LIMITS I CAD DATE: 6/14/20LO 10:09:33 M ORAFN BY, J.DEBOU ESTIMATED PROJECT QUANTITIES CAD FILEa x, \CB \IE\ 2008\ 00081016.00 \CRO \04- CAD- 06llle \Pl.n, \081016- 00.001 Cm OF Iowa Cm, IOWA ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item Item Cade Description Item Item Code Description No. No. 4.20 FIELD TILE REPAIR AND FITTINGS, PVC, UNSPECIFIED DIA. 5.8 ADJUSTMENT OF FIXTURE, VALVE BOX ASSEMBLY A. This bid Item Includes all material and equipment to reconnect and /or repair of existing field the encountered A. Refer to Adjustment of Fixture Tabulation on Sheet C.07. during construction. Actual size will be determined in the field. B. Refer to D Sheets and E Sheets for locations. (1�(j +.1 f' P s I r ; J [1la I'7 l�If1 10; 2 2 B. Repair of existing field the damaged during the construction of the sanitary sewer Improvements C. Items Include the adjustment of the existing valve box assemblies to the Iota`( dh will not be paid for separately but shall be considered incidental to this item. and elevation as Indicated on the project plans. ( Includes quantity for the connection of the existing field the to the proposed underdraln system at approximate Sta. 516 +00. Refer to Sheet M.18 DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWERS ( I7� ICI 1 VA it 10 C. Includes porous backflll, tees, plugs, outlets and all other fittings; Incidental to this Item. 6.1 INTAKE, SW-508, SINGLE OPEN THROAT, LARGE BOX D. Shall be constructed in accordance with Section 4040 of the Urban Standard Specifications. 6.2 INTAKE, SW-510, DOUBLE OPEN THROAT, LARGE BOX A. Refer to Storm Sewer Tabulation on Sheet C.Oq. 4.21 STORM SEWER AND PIPE CULVERT REMOVAL B. Refer to Intake Details on Sheets B.12 -B.13. A. Refer to D Sheets and E Sheets for locations. C. Intake Ilds shall feature the Iowa City logo & storm sewer label as Illustrated on detail SW -602 on B. Refer to tabulation on Sheet C.13 for Storm Sewer and Pipe Culvert Removal. Sheets B.13 - B.14. C. The length of removal will be measured in the field by the Engineer. D. Includes furnishing structures and appurtenances, handling, excavation, dewatering, Installation, D. The Contractor will be paid the contract unit price per linear foot. This shall be considered full compensation bedding, backflll, concrete collars, connection to existing pipe outlets /structures and miscellaneous work. for furnishing all material, equipment and labor for the removing, backfil l Ing and disposing of pipe. 6.3 MANHOLE, STORM, SW -401, 48" DIA. DIVISION 5 - WATER MAIN & APPURTENANCES 6.4 MANHOLE, STORM, SW -401, 60" DIA, 5.1 WATER MAIN, DUCTILE IRON, 12" 6.5 MANHOLE, STORM, SW -403 MOD., 56" X 126" DIA, 5.2 WATER MAIN, DUCTILE IRON, 16" A. Refer to List of Intakes and Utility Accesses on Sheet C.09. A. Refer to Water Main Tabulation on Sheet C.07. B. Refer to B Sheets for details. lids be Neenah R -1642 (With the City of Iowa City logo and Storm Sewer label on lid) B. Refer to typical trench details on Sheet B.04. C. All manhole frame and shall C. Refer to 0 Sheets for water main plan and profiles. D. Trench bedding for main in areas (roadway shoulders and sidewalks) shall be or approved equal. D. Includes furnishing structures and appurtenances, handling, execution, dewatering, Installation, bedding, backflll water unpaved Class P -3 with suitable trench backflll compacted to 9O% standard proctor density. concrete collars, connection to existing storm sewer and miscellaneous work. E. Trench bedding for water main in paved areas (Hotel fine, side roads, driveways and across Future Drive) shall be Class P -3 with Class I granular material trench backflll compacted to 95% standard proctor density. Remainder of 6.6 MANHOLE, SANITARY, SW -301, 48" DIA. (T -LOCK LINED) backflll shall be Class "A" Crushed Stone (Iowa DOT gradation No. 11), The last 2' below bottom of subbase 6.7 MANHOLE, SANITARY, SW -301, 84" DIA. (T -LOCK LINED) shall be suitable Class 10 material. 6.8 MANHOLE, SANITARY, SW -301, 96" DIA. (T -LOCK LINED) F. Includes mechanically restrained joint pipe (MEGALUG or approved equal), polyethylene encasement, tracer wire, 6.9 MANHOLE, SANITARY, SW -301, 108" DIA. (T -LOCK LINED) polystyrene insulation, granular bedding and trench backflll. 6.10 MANHOLE, SANITARY, SW -301, 120" DIA. (T -LOCK LINED) G. Includes temporary caps /plugs required for staged construction. A. Refer to Sanitary Sewer Tabulation on Sheet C.08. H. Special Nitrite water main gaskets will be required from Sta. 137 +00.00 to 138 +80.00 B. Refer to manhole details on B Sheets. 1. The Contractor will be responsible for hiring an Independent geotechnlcal testing laboratory C. Refer to S Sheets for locations. (as approved by the project engineer) to perform all material and compaction testing as required D. All manholes shall be T -lock Ilned (as manufactured by Ameron International Products). by the contract documents. No separate payment will be made for testing services, It shall be E. All manhole frame and Ilds shall be Neenah R-1642 (with the City of Iowa City logo and Sanitary Sewer on Iid) or considered incidental to this Item, approved equal. F. Manholes 72" dia. and larger shall Include the use of the specified diameter cover with 48" Cie. 5.3 GATE VALVE AND VALVE 80X, 12" risers and cone sections extended from the top of the cover to the specified rim elevation. G. This bid Item shall include all materials and equipment necessary for the installation of manholes 5.4 BUTTERFLY VALVE AND VALVE BOX, 16" to the line and grade as specified In the plans. Also includes furnishing structure and appurtenances, A. Refer to Valve Assemblies Tab on Sheet C.07. This bid Item shall Include Installing valves, valve boxes, and chimney seals, handling, excavation, Installation, bedding, backflll, and other miscellaneous work. stems. B. Refer to D Sheets and E Sheets for locations, 6.11 MANHOLE, SANITARY, MODIFIED, i -LOCK LINED 5.5 WATER MAIN FITTINGS A. Refer to Sanitary Sewer tabulation on Sheet C.08. A. Refer to Water Main Fittings Tabulation on Sheet C,07. This Item shall Include Installing water main fittings B. Refer to manhole details on Sheet B.13. and related work at the location Indicated on the plans. C. Refer to Sheet S.01 for placement location, B. Includes mechanically restrained joints (MEGALUG or approved equal), polyethylene encasement and concrete D. Includes by -pass pumping as required, Ameron International Products), thrust blocks. E. Manholes shall be T-Lock lined (as manufactured by F. Manhole frame and lid shall be Neenah R -1642 (with the City of Iowa City logo and Sanitary Sewer on lid) or C. Fittings shall be Megalugs or approved equal. approved equal. F, This bid Item shall Include all materials and equipment necessary to construct the manhole 5.6 HYDRANT ASSEMBLY to the line and grade as specified In the plans. Also Includes chimney seals, excavation, bedding, backflll A. Refer to Hydrant Assembly Tabulation on Sheet C.07. and all other miscellaneous work. All work associated with the connection to the existing 66" B. Refer to D Sheets and E Sheets for locations. not be for separately but shall be considered incidental to this Item. C. Refer to typical detail on Sheet B.06, dia, sanitary sewer will paid D. This item shall Include Installing fire hydrant assembly including pipe, fittings, auxiliary valve, and mainline W/48" RISER (T -LOCK LINED) tee. 6.12 TEE MANHOLE, SANITARY, SW -305, 48" DIA. A. Refer to Sanitary Sewer tabulation on Sheet C.08. 517 RELOCATE HYDRANT ASSEMBLY B. Refer to Tee Manhole details on Sheet 8.08. A. Refer to Hydrant Assembly Tabulation on Sheet C.07, C. Refer to S Sheets for placement location. D. Tee manholes shall be T -Lock Ilned (as manufactured by Ameron International Products). B. Refer to D Sheets and E Sheets for locations. E. Manhole frame and lid shall be Neenah R -1642 (with the City of Iowa City logo and Sanitary Sewer on lid) or C. Refer to typical detail on Sheet B.06, D. Includes 6" piping as required, thrust blocking and excavation. approved equal. F. This bid Item shall Include all materials and equipment necessary for the Installation of the tee manholes E, The contractor will be paid the contract unit price per each. This shall be considered full to the line and as specified in the plans. Also Includes furnishing structure and appurtenances, compensation for furnishing all tools, equipment, labor and materials necessary for the relocation grade handling, excavation, Installation, bedding, backflll, and other miscellaneous work. of fire hydrant In accordance to the contract documents. PROJECT No: 08101600 DESIGNED BY: aHOPKEY No DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET no. _ PROJECT DATE. 0512812010 CHECKED BY. S.SOVERS FROM US HWY 8 EAST TO CITY LIMITS C.04 I CAD DATE: 6/14/2010 10:11:48 AM DRAVN BY. J.DE6owEa ESTIMATED PROJECT QUANTITIES CAD FILE: Ki \CR \IE\ 2008 \00081016.00 \DAD \D4 CAD- O6I110 \Plans\ 081016 -00 -Col CITY OF IOWA CITY, IOWA in ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION 100 -4A 10-29 -02 Item Item Code Description Item Item Code Description 1 'z No. 6.13 BEND - 45 DEG., SANITARY, 48" OIA, RCP CLASS IV (T -LOCK LINED) 7,10 GRANULAR SURFACING ON ROAD, CRUSHED STONE (TEMPORARY) A. Refer to Sanitary Sewer tabulation on Sheet C.08. A. This bid Item has been Included for use In construction staging with approval from Project Engineer. B. Trench bedding In unpaved areas (roadway shoulders, sidewalks and farm fields) shall be Class R -2 with suitable B. Requirements of granular surfacing to meet Section 4120.04 (Class A) of the Iowa DOT Speckq �c@t 9n @I. i' .r< Ili I ":i'I 10: trench backflll compacted to 90'Z standard proctor density. In areas where the proposed sanitary sewer is adjacent C. The contractor will be paid the contract unit price per ton. This shall be considered I i v)E'le .) to the storm sewer underdrain (Sta. 5113 +50 - Sta. 5141 +75) suitable trench backflll shall be compacted compensation for furnishing all tools, equipment, and materials necessary for the installation of . proposed to 957, standard proctor density. granular surfacing In accordance with the contract documents. IT,- i i I ��- bwtween Sta. 124 +00 and 126+00.{ Tt� n((rac C. The Contractor will be responsible for hiring an Independent geote <hn ical testing laboratory D. This bid Item Includes 150 Tons for the temporary connection i.1�4 (as approved by the project engineer) to perform all material and compaction testing as required the option to utilize sealcoat mlllings for this work. Refer to J- Sheets for additional detail sl, by the contract documents. No separate payment will be made for testing services, it shall be considered Incidental to this Item. DIVISION 8 - TRAFFIC CONTROL D. Bend shall be bell and spigot gasketed Class IV RCP W/T -Lock lining as manufactured by Ameron International 8.1 TRAFFIC CONTROL Products. field welding and testing of the liner in accordance with the manufacturer's recommendations will not A. Refer to J Sheets for staging and traffic control details. be paid for separately, but shall be considered incidental to this Item. B. Includes all required traffic control signing for construction of the project, including E. This bid Item shall Include all materials and equipment necessary for the Installation of the sanitary additional signage that may not be Included on the traffic control plan. Also Includes all Standard sewer bend to the line and as specified In the plans. Also Includes furnishing bend and appurtenances, safety fencing required for road closures. Refer to J Sheets for placement Iocat ton. Refer to Iowa DOT grade, handling, excavation, installation, granular bedding, trench backflll, concrete collars, testing and Road Plan TC -252 for details, devices and equipment necessary to maintain traffic In accordance and all other miscellaneous work. C. Includes all traffic control Traffic Control Devices (MUTCD) and the Iowa DOT Standard Road Plans. with the Manual on Uniform DIVISION 7 - STREETS AND RELATED WORK 7,1 PAVEMENT, STANDARD OR SLIP FORM PCC, CLASS C, CLASS 3 DURABILITY, 10" 8.2 PAINTED PAVEMENT MARKINGS, DURABLE A. Requires TO' transverse Joints. 8.3 PAINTED SYMBOLS, DURABLE B. Refer to typical sections on Sheets B.01 -8.02, 8.4 PAVEMENT MARKS, REMOVED C. Refer to L Sheets for geometric staking and jointing details. A. Refer to tabulations on Sheet C.lt and C.12. D. Iowa DOT Standard Specification 2316 pavement smoothness shall apply. B. Refer to K Sheets for pavement marking layout. E. Contractor shall provide certified plant Inspection for PCC paving, per Iowa DOT Specifications C. Refer to standard details on Sheet B.19. and equipment necessary for Installation of permanent pavement F, Contractor may use the maturity me thod of testing to determine the strength of the PCC paving, per D. These bid Items shall include all materials Iowa DOT Standard Specifications. markings and syrtbol$ as shown In the plans. E. Surface preparation and placement procedures for durable painted pavement markings and symbols G. Certified plant Inspection, pavement thickness cores, profllograph pavement smoothness measurement and maturity testing will not be paid for separately but shall be considered Incidental to this Item. shall be In accordance to the manufacturers recommendations. Specifications F. This Item shall be performed in accordance with applicable sections of the Iowa DOT Standard 7.2 PAVED SHOULDER, PCC, 10" Section 2527 - Pavement Markings, A. Refer to typical sections on Sheets B.01-B.02. B. Refer to Sheet E.01 for locations. 8.5 FLAGGERS A. Refer to J Sheets for staging and traffic control details 7.3 GRANULAR SHOULDER, TYPE A B. For traffic staging, concrete placement, and all other miscellaneous construction measures. A. Refer to typical section on Sheets B.02. C. Use of flaggers shall be approved by project engineer. the Iowa DOT Standard Specifications B. Refer to Sheet E.01 for locations. D. This item shall be performed in accordance with applicable sections of C. Requirements of Granular Shoulders to meet Section 2121 of the Iowa DOT Specifications. Section 2528 - Traffic Control. D. The Contractor will be paid the contract unit price per ton. This shall be considered full compensation for furnishing all tools, equipment, and materials necessary for the Installation of Granular Shoulders, Type A, In DIVISION 9 - SITE WORK AND LANDSCAPING FERTILIZING & MULCHING, TYPE 1, PERMANENT LAWN MIXTURE, (HYDRAULIC SEEDING) accordance with the contract documents. 9.1 SEEDING, A. Includes Seed, Fertilizer, Mulch, Water and erosion maintenance until established growth has been attained. B. This item shall be In accordance with Section 9010 of the Urban Standard Specifications. 7.4 DRIVEWAY, PCC, 6" C. This Item shall be used on disturbed areas within the 420th Street corridor (US Hwy 6 to City Limits) A. Refer to Point of Access Tabulation on Sheet C.12. B. Refer to L Sheets for geometric staking and Jointing details. 9,2 SEEDING, FERTILIZING & MULCHING, TYPE 2, PERMANENT COOL MIXTURE (HYDRAULIC SEEDING) C. Refer to Figure 7030.101 on sheet B.I6 for driveway details. A. Includes Seed, Fertilizer, Mulch, Water and erosion maintenance until established growth has been attained. D. All driveways shall be Type A with flares. B. Shall be used on all disturbed farm pasture areas on the Phillips property. C. This Item shall be in accordance with Section 9010 of the Urban Standard Specifications. 7.5 SIDEWALK, PCC, 4" 7.6 SIDEWALK, PCC, 6" 9.3 SEEDING, FERTILIZING It MULCHING TYPE 4, URBAN TEMP. EROSION CONTROL MIX (HYDRAULIC SEEDING) 7,7 SIDEWALK, PCC PEDESTRIAN CURB RAMP, 6'P A. Includes Seed, Fertilizer, Mulch, Water and erosion maintenance until established growth has been attained. 7.8 DETECTABLE WARNING PANELS (CAST )RON) B. This Item shall be used at the direction of the engineer to temporarily seed disturbed areas within the 420th A. Refer to Pedestrian Curb Ramp Tabulation on Sheet C.13. Street (US Hwy 6 to City Limits) untll appropriate seeding dates. B. Refer to L Sheets for geometric staking and Jointing details. corridor C. Refer to Figure 7030.204 on Sheet B.I6 for pedestrian curb ramp details. 9.4 SEEDING, FERTILIZING & MULCHING, TYPE 5, RURAL TEMP, EROSION CONTROL MIX (HYDRAULIC SEEDING) D. Sidewalks that are 4' shall be 4" PCC, variable width and 8' sidewalks shall be 6" PCC. A. Includes Seed, Fertilizer, Mulch, Water and erosion maintenance until established growth has been attained. E. Cast Iron detectable warning panels shall be NEENAH R -4884 (unpainted) or approved equal. be the discretion of the Engineer to temporarily seed disturbed farm pasture areas on the F. Construction of pedestrian curb ramps shall meet current ADA requirements. B. This item shall used at Phillips property until appropriate seeding dates. 7.9 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE, 6" C. This item shall be in accordance with Section 9010 of the Urban Standard Specifications. A. Refer to Point of Access Tabulation on Sheet C.12. B. Refer to O Sheets and E Sheets for placement locations. 9.5 SILT FENCE C. Requirements of granular surfacing to meet Section 4120.04 of the Iowa DOT Specifications. A. Refer to Silt Fence Tabulation on Sheet C.13. D. The Contractor will be paid the contract unit price per ton. This shall be considered full compensation for B. Refer to R Sheets and S Sheets for placement locations. furnishing all tools, equipment and materials necessary for the installation of granular surfacing In accordance C. Refer to Figure 9040.19 on Sheet B.17 for Installation details. with the contract documents. D. Includes quantity for ditch checks E. Shall be in accordance with Section 9040 of the Urban Standard Specifications. F. Includes cleaning, removal and proper disposal once stabilization of disturbed ground is achieved. G. Additional quantity has been added to this Item for use during construction activities. Placement locations shall be in accordance to the ollutlon revention plan. PROJECf FO: 081016-00 DESIGNED BY: B.HOPXEY 420TH STREET CORRIDOR 611EEi N0. A'0 DATE BY REVISION DESCRIPTION — PROJECT DATE: Ov28i2om CHECiEO er: ssavERS FROM US HWY 6 EAST TO CITY LIMITS C,05 CAB OATS: 6/11/2010 250:94 PH O�4A6'N BY: J.OEBOwER CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUATT - CAD FILE, x:ADMVEA 2008\ 0 9 6816- 00\CADAP�an :ABaI0I6- DO- c0lsxr ESTIMATE REFERENCE INFORMATION loo 4A ESTIMATE REFERENCE INFORMATION 10-29402 (0 -29 -02 Item Item Code Description )Nom Item Code r EE Description ( No. 9,6 INLET PROTECTION 9,15 CHAIN LINK FENCE, 6' HIGH A. Refer to R Sheets for placement locations. 9.16 CHAIN LINK FENCE, 6' HIGH, TEMPORARY B. Refer to detail EC -201 on Sheet B.18 for installation details. A. Refer to Fence Tabulation on Sheet C.13. C T } C. Includes removal and proper disposal once stabilization of disturbed ground Is achieved. B. Refer to E Sheets for placement locations. 0. Placement locations shall be In accordance to the pollution prevention plan. C, Refer to Figure 9060.2 on Sheet B.20 for chain link fence construction details. sLa D. Item Includes concrete, posts, fence fabric, wire, fasteners, accessories, attachments aqq I lfai ioM 9.7 FILTER SOCKS E. Contractor shall coordinate temporary fence install atlon /removal with property owner. ((1 t I ( t pshall A. Refer to R Sheets for placement locations. F. The Contractor will be paid thewntract unit price per lineal foot. This be co�3ldfed Fd I�IonipensatTfon B. Refer to Figure 9040.2 on Sheet B.17 for installation details. for furnishing all material, equipment and labor for installation, removal and proper disposal, C. Filter Socks shall contain compost fill material only. The use of straw filter socks will not be allowed. D. Includes removal and proper disposal once stabilization of disturbed ground is achieved. 9.17 FENCE REMOVAL E. Placement locations shall be in accordance to the pollution prevention plan. A. Refer to Fence Tabulation on Sheet C.13, B. Refer to D Sheets, E Sheets and S Sheets for removal locations. 9,8 CONSTRUCTION EROSION CONTROL C. The length of removal will be measured In the field by the engineer. A. This Item Includes management of permit requirements and maintenance of a storm water management plan, D. The contractor will be paid the contract unit price per lineal foot. This shall be considered full This Item shall be in accordance with NPOES requirements. Contractor /subcontractor Is responsible for compensation for furnishing all equipment and labor for removing and proper disposal the Implementation and management of control measures specific to the project site. Any pollution of the existing fence. Control measures required by the contractors storm water pollution prevention plan In excess of other bid Item quantities shall be included as a part of this Item, 9.18 FENCE, SAFETY A. This Item to be placed at the temporary construction limits for the sanitary sewer thru row cropped areas. 9,9 TREE PROTECTION Also placed across Prybll Family Investments Property at the east end of project. A. Refer to D Sheets and E Sheets for locations. B. The contractor will be paid the contract unit price per lineal foot. This shall be considered full B. Refer to typical details on Sheet B.18. compensation for furnishing all material, equipment and labor for Installation of safety fence. C. The Contractor will be paid the contract unit price per each. This shall be considered full compensation for furnishing all material, equipment and labor for the Installation and removal following construction activities. 9,19 RELOCATION OF MAILBOXES A. Refer to Mail Box Relocation Tabulation on Sheet C.07, 9,10 EROSION STONE B. This bid Item Includes temporary and final reinstallation of mailboxes at the specified locations. A. Materials shall be nominal 6" ( -3" E 4 ") well graded stone as approved by the Engineer. Contractor shall coordinate with the USPS on mail delivery and temporary mailbox locations. B. Refer to Sheet M.07 for locations. C. The Contractor will be paid the contract unit price per each. This shall be considered full compensation C. Refer to Typical 4403 on Sheet B18. for the furnishing all tools, equipment, labor and materials (Including new posts) necessary for the D. Engineering fabric, shaping and sloping for the uniform placement of the Erosion Stone shall be considered relocation of mailboxes In accordance with the contract documents, incidental to this site work. DIVISION 10 - WE iLAND MITIGATION 9.11 REVETMENT, CLASS E 10.1 EXCAVATION= CLASS 10 A. Refer to installation detail on Sheet B.I8. A. Refer to Sheets Z.01 - Z.03 for wetland mitigation plans. B. Refer to Storm Sewer Tabulation on Sheets C.09, B. Removal and offslte disposal of all excavated material will not be paid for separately but shall be considered C. This Item shall be used at culvert outlets (refer to M Sheets), as specified. incidental to this Item, D. Engineering fabric, shaping and sloping for the uniform placement of the Revetment shall be considered Incidental to this site work, 10.2 SEEDING, FERTILIZING & MULCHING, WETLAND MIX (HYDRAULIC SEEDING) A. Refer to Sheets Z.01 - Z,03 for wetland mitigation plans. 9,12 FIELD FENCE B. This Item shall be In accordance with Section 9010 of the Urban Standard Specifications. A. Refer to Fence Tabulation on Sheet C.13, B. Refer D Sheets, E Sheets and S Sheets to for placement locations. 10.3 WETLAND GRASS PLUGS C. Refer to Iowa DOT Standard Road Plan MI -103 for field fence construction details. A. Refer to Sheets Z.01 - Z,03 for wetland mitigation plans. D. These bid items shall be measured for payment by the Engineer. B. Refer to Wetland Mitigation Supplemental Specification (Section 02910) for allowable grass plug species. E. The contractor shall be paid the contract unit price per lineal foot. This shall be considered full compensation C. The Contractor will be paid the contract unit price per each.* This shall be considered full compensation for the for furnishing all materlal, equipment and labor for the installation of new field fence In accordance with the furnishing of all tools, equipment, labor, and materials, necessary for the Installation of wetland grass plugs in contract documents, accordance with the contract documents. 9.13 FIELD FENCE (TEMPORARY) A. Refer to Fence Tabulation on Sheet C.13. B. Refer D Sheets, E Sheets and S Sheets to for placement locations. C. Refer to Iowa DOT Standard Road Plan MI -103 for field fence construction details. D. Proper disposal of all excess material (temporray field fencing, posts, etc.) will not be paid for separately, but shall be considered incidental to the these items. 9,14 FIELD FENCE, GATE, 18' A. This item 15 for access to the property on the south side of Hwy 6. Approximate Sta. 5116 +83. Refer to S Sheets. B. Field Fence Gate (1-112" Diameter pipe) shall meet requirements of Section 2519 and Section 4154 of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. C. The contractor shall be paid the contract unit price per each. This shall be considered full compensation for furnishing all material, equipment and labor for the installation of new field fence gate In accordance with the contract documents. PROJECT ND, 081016 -00 OESIO ED BY B.HOPKEY PROJECT DATE, 05/28/2010 CHECKED BY S.SWERS CAB DATE: 6/11/2010 2v50:e6 PN DRAWN BY JAESNER CAB FILE x, \DM \IC\ 2008\ 081016 -00\CAO\wena\081016- 00_C01.SHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SHEET NO. ESTIMATED PROJECT QUANTITIES I C.06 LIST OF WATER MAIN PIPE FOTH-1 LIST OF WATER MAIN FITTINGS 6013 -Os 6 -13-05 Location iyTBe Pipe BIB. (In ches) Length (Feet) Notes Location a Size/Type Weight Obs.) Notes , 4 °' �' IT, From To 115+51.55 138 +80.00 DIP CI51 CL 52 16" 2331 140 LF OF RESTRAINED JOINT PIPE CLASS 52 118+18.00, 40,0' LT 16" M.J. 22.5 BEND 178 VERTICAL BEND 122+31.22 122 +35.09 _ DIP C151-CL 52 12" 180 130 LF OFRESTRAINED JOINT PIPE CLASS 52 118 +30.00, 40,0' LT 16" M.J. 22.5 BEND 178 VERTICAL BEND 118 118 +66.00, +78.00, 40,0' LT 40.0' LT 16" M.J. 22.5 BEND 16" N.J. 22.5 BEND 178 178 VERTICAL BEND VERTICAL BEND _ i` - - 122 +31.22, 87.1' LT 12" M.J. PLUG 85 ' - -' 122 +32.20, 44.2' LT 16" X 12" M,J. CROSS 685 122 +35.93, 89.9' RT 12" M.J. PLUG 85 t v'. 138 +80.00, 45.0' LT 16" M.J. PLUG 93 LIST OF HYDRANT ASSEMBLIES F:302 6 -13 -OS PROJECT TOTAL = 1660 Location Station Tap of Ground E levatlon Notes 105 +97.00, 40.0' LT 675.7 Relocate Hydrant Assembly to 105+97,00, 32.0' LT 110+08.78, 66.7' LT 674.7 Relocate Hydrant Assembly to 109 +99,70 66.3'LT ADJUSTMENT OF FIXTURES 104 -10 10 -29 -02 115 +13.44, 40.1' LT 675.2 Relocate Hydrant Assembly to 115+13.40, 32,0' LT 119+20.00, 32.0' LT 673.6 stall H dra Asselrbl Inm 122 +27,21, 66.9' LT 674.0 Install Hydrant Assembly 122 +30.80, 70.0' RT 674.1 Install Hydrant Assembly No. Location Station Type of Fixture Adjustment J 123 +60.00, 38,0 LT 676.1 Install H dram Assembl 126 +40.00, 130+40.00, 134 +40.00, 138 +40.00, 38.0' LT 38.0' LT 38.0' LT 38.0' LT _ 674.9 678.7 682.7 685.6 Install Hydrant Assembl Install Hydrant Assembly Install H dram Assembl Install Hydrant Assembly 1 _ 2 3 110 +02.47, 40.1' LT 110 +06.61, 39,2' LT 115 +16.20, 37.9' LT WATER VALVE WATER VALVE WATER VALVE Adjust from EL. = 673.32' to EL. = Adlust from EL. = 673.49' to EL. = Ad ust from EL. = 674.27' to EL. = 673.83' 673.84' 675.39' LIST OF WATER VALVE ASSEMBLIES 6 7173 0 -13 -05 Location Type Size (Inches) Notes - 119 +21.00, 40.0' LT BUTTERFLY 16" 122 +30.69, 44.2' LT BUTTERFLY 16" 122 +32.17, 45.6' LT GATE 12" 122 +30.25, 42.1' LT _ GATE 12" 122 +34.30, 44.3' LT BUTTERFLY 16" 126+41.00, 45.0' LT BUTTERFLY 16" 134 +41.00, 45.0' LT _ BUTTERFLY 16" 138 +41.00, 45.0' LT BUTTERFLY 16" - REMOVALS, AS PER PLAN NO. LOCATION DESCRIPTION REMARKS 1 1103 +28.96, 10.4' RT Remove RA -40 Storm Sewer Intake See Sheet E.02 LI PROJECT NO: 001016 00 DESIGNED BY: B.HOPKEY NO DATE BT flEVISION DESCRIPTION PROJECT DATE. 05/28/2010 CHECKED BY: S.SOVERS CAD DATE. 6/t V2010 2:50:0 PM DRAWN BY: - J.DEROWER CAD FILE: K:ADM%TEAB0o8A 081016- DOACADAPl -o \001086- CD_COI.SHT I F_C 6 -13 -05 FOTH-6 TABULATION OF MAILBOX RELOCATION 6 -13 -05 EXISTING LOCATION PROPOSED LOCATION REMARKS NO' STATION OFFSET STATION OFFSET 1 1103 +92 15.6' RT 1103 +92 18' RT PARCEL ><3 - TEKE 2 2111+40 15' RT 2111 +40 17' RT PARCEL #5 - BUD'S 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES SHEET N0. C'07 LIST OF INTAKES AND UTILITY ACCESSES LIST OF SANITARY SEWER PIPE * NOT A BID ITEM MDd4T1.d Number Location (Station) Type or Standard Road Plan Farm Grade IE IevJ Bottom Well (E lev.) Strixture De th P (Feet) Notes Intake /Utility Access No. Class •D• Pipe Diameter (Inches) Length of Llne lFeeU Slo a Flow Lines Notes Inlet El evation Outlet Elevation Other Elevation From To SANITARY SEWER TRUNK r1ne TIlee PLUG PLUG HH -I MH -1 MH -2 MH -2 30000 TRUSS 30000 42 15 48 16 20 74 0.2 0.5 0,2 653.48 655.60 653.05 653.45 655.50 652.90 PLUG: 5142 +73.09, 0.00 LT. PLUG: 5141 +83.44.0 EINCLUDES 45 CY OF FL04 diTAR EHCA$ NSW MH -1 5142 +57.09, 0.00 LT SWA01 676.03 652.05 653.45 653.05 84 INCH MANHOLE W/ T -LOCK MH -2 5141 +83.44, 0.00 LT SW -301 674.96 651.80 652.90 652.80 120 INCH MANHOLE W/ T-LOCK NCH -3 5137 +35.55, 0.00 LT SW -301 673.38 650.30 651.90 651.30 120 INCH MANHOLE W/ T -LOCK SN -2A SN -3 SN -4 MH -2 PLUG MH -3 MH -4 MH -3 MH-3 MH -4 MH -5 30000 TRUSS 30000 30000 48 15 48 48 448 93 307 296 0.2 0.2 0.2 0.2 652.80 653.78 651.30 650.67 651.90 653.60 650.69 650.08` PLUG: 5137+66 J8, 87.60 LT. I t.' 01 INCLUDES 12 CY OF FLOWAB A C•S F NT r "t'' I lrl NJi -4 5134 +24.21, 0.00 LT SW -305 665.67 -- 650.69 650.67 48 INCH TEE W/ 48 INCH RISER W/ T-LOCK MH -5 5131 +20.21, 0.00 LT SW -305 661.06 650.08 650.06 48 INCH TEE W/ 48 INCH RISER W/ T-LOCK MH -6 5131 +13.21, 0.00 LT FOTH -2 -- _-- -- 650.06 650.05 48 INCH 45 DEGREE BEND W/ T -LOCK MH -7 5126 +11.21, 0.00 LT SW -305 664.58_ -- 649.06 649.04 48 INCH TEE W/ 48 INCH RISER W/ T -LOCK SN -6 _ HH-6 NH -7 30000 48 495 0.2 650.05 649.06 MH -8 5126 +04.21, 0.00 LT FOTH -2 -- -- 649.04 48 INCH 45 DEGREE BEND W/ T -LOCK MH-9 5123 +06.21, 0.00 LT SW -301 664.03 647.03 648.13 _649,02 648.03 96 INCH MANHOLE H/ T -LOCK SN -8 MH-8 MH -9 3000D 48 295 0.3 649.02 648.13 _ MH -10 5121 +18.77, 0.00 LT SW -301 665.72 646.18 647.28 647.18 108 INCH MANHOLE W/ T -LOCK SN -9 MH -9 MH -10 30000 46 188 0.4 648.03 647,28 _ MH -11 5117 +81.06, 0.00 LT SW -305 660.95 -- 646.51 646.49 48 INCH TEE W/ 48 INCH RISER W/ T -LOCK SN -10 MH -10 MH - II 30000 48 334 0.2 647.18 646.51 _. MH -12 5113 +99.48, 0.00 LT SW -301 658.73 644.63 645.73 645.63 96 INCH MANHOLE W/ T -LOCK SN-11 MH -II M-1 2- 30000 48 378 0.2 646.49 645.73 MH -13 5109 +91.02, 0.00 LT SW -301 659.85 643.71 644.81 644.71 96 INCH MANHOLE W/ T-LOCK SN-12 MH-12 M-1 3 30000 48 409 -6- _2 645.63 644.81 MH -14 5108NI,93, 0.00 LT SW -305 657.80 -- 644.48 644.46 48 INCH TEE W/ 48 INCH RISER W/ T-LOCK SN -13 MH -13 MH -l4 30000 48 115 0.2 644.71 644.48 MH -15 5108 +65.02, 0.00 LT FOTH -2 -- -- 644,46 644.45 48 INCH 45 DEGREE BEND W/ T -LOCK MH-16 _ 5107+03.84, 0.00 LT SW -301 656.13 643.04 644.14 644,04 108 INCH MANHOLE W/ T -LOCK SN -15 MH-15 MH -I6 3000D 48 158 0.2 644.45 644.14 MH -17 5104 +14,84, 0.00 LT SW -301 659,50 642.07 643.17 643.07 108 INCH MANHOLE W/ T -LOCK SN -I6 MH -16 MH -17 30000 48 289 0.3 644.04 643.17 - SN -17 RH -17 MH-18 30000 48 155 0.4 643.07 642.45 FIH -18 5102 +60.00, 0.00 LT SW-301 654.10 641.35 642.45 642.35 84 INCH MANHOLE W/ T -LOCK SN -18 MH -18 MH -19 30000 48 174 0.2 642.35 642.00 FIH -19 5100 +85.56, 0.00 LT B.09,B.10 659.50 638.00 642.00 639.98 CAST IN PLACE BOX, VERIFY INVERT OF EXISTING _ 66 INCH 420TH _ STREET SN-201A PLUG 1,11-1-201 TRUSS 15 20 0.5 663.97 663.87 PLUG: 16 +85.34, 0.00 LT SN -201 MH-201 MH -202 TRUSS 15 460 0,5 663.77 660.47 MH -201 I6 *65.34, 0.00 LT SW -301 685.12 662,77 663.87 663.77 48 INCH MANHOLE SN -202 MH-202 MH -203 TRUSS 15 450 0.5 661.37 659.12 MH -202 12 +05.34, 0.00 LT SW-301 682.07 660.37 661.47 661.37 48 INCH MANHOLE SN -203 MH -203 MH -204 TRUSS IS 450 0.5 659.02 656.77 NH -203 7 +55.34, 0.00 LT SW -301 677.57 658.02 659,12 659.02 48 INCH MANHOLE SN -204 MH -204 MH -6 TRUSS 15 195 0.6 656.67 655.50 MH -204 3+05.34, 0.00 LT SW -301 674.92 655.67 656.77 656.67 48 INCH MANHOLE PROJECT NO: PROJECT DATE, ce0 GATE: CAD FILE, 081016-00 DESIGNED o5�28n010 CHEVEO sn �reow asDSe PM DeAB^v BY: %: \OM \iE\ 2008 \081016- 00 \CAO \Plans \081016- BY, B.IIDPFEY BY, ssovESS NO 420TH FROM STREETCORRIDORIMPROVEMENTS US HWY CITY 6 EAST OFIOWA TO CITY CITY, IOWA LIMITS ESTIMATED PROJECT QUANTITIES SHEET N0. C.08 DAiE BY flEVIS10N OESWIPTION - J.DSSOaEN 00- COI.SHT 2,3 TABULATION OF LONGITUDINAL SUBDRAIN 1e49 NOOIFIEO Location Lon Itudinal Subdraln Intake /Utility Access Connection Riser & Cleanout Assembly Y Porous IT Back Fl ll Remarks ' .. „ -� .... .. u' =' Line No. Road or Lane Ident. Station to Station Side Structure Shoulder Type I Back slope From To Size Length Size Length Station Size Station Slze (Inches) (feet) (Inches) (Feet) (Inches) (Inches) (Cu. Yds.) EXIST 420th 100+43.30 100 +51.64 - LT EXIST 6 15 - - 100 +51.64 8 RF -19E OUTLET SD -I 420th 105 +55.00 103 +12.00 LT CO -I S -1 6 248 105 +55.00 6 _ SO-3 - 420th 105 +78.00 - 103 +12.00 RT CO -2 S -2 6 267 _ 103 +12.00 103+12.00 8 8 _ 105 +78.00 6 ., _ Y C L il�X.� �W' _. 50-5 420th 103 +04.00 100 +94.00 LT S-I S -4 6 224 _ 103 +04.00 8 _ 100 +94.00 8 SO -7 420th 103 +10.00 100+92.00 RT S -2 S -5 6 212 _ 103 +11.00 8 100 +94.00 8 _ SO -9 420th 105 +90.00 107+27.00 LT CO -3 S -20 6 _ 138 105 +90.00 6 107+29.00 8 SO -11 420th 105 +82.00 107+27.00 RT CO -4 5 -21 6 145 105 +82,00 6 107 +27.00 8 SO -13 420th 107 +31.00 108 +80.00 LT S -20 S-22 6 149 107+31.00 8 108 +80.00 8 SD -15 420th 107 +31.00 108 +81.00 RT S -21 S -23 6 150 107 +31.00 8 - - _ _ 108 +81.00 8 SO -17 420th 108 +88,00 111 +23.00 LT S-22 S -26 6 235 108 +88.00 8 _ III +23.00 8 SO -19 420th 108 +83.00 111 +29.00 RT 5 -23 S -27 6 246 108 +83.00 8 111 +29.00 8 SO -21 420th 113 +71.00 111 +30.00 LT CO -5 5 -26 6 241 113 +71.00 6, 111 +30.00 8 _ SD -23 420th 113 +71.00 111 +32.00 RT CO-6 S -27 6 239 _ 113 +71.00 6 - 111 +32.00 8 SO -25 420th 113 +75.00 115 +75.00 LT CO -7 S -30 6 200 113 +75.00 6 115 +75.00 8 SD -27 420th 113 +75.00 115+75.00 RT CO -8 S -31 6 200 113 +75.00 6 _ 115 +75.00 8 _ _ SO -29 420th 115 +79.00 117 +82.00 LT S -30 S -48 6 203 115 +79.00 8 - 117 +82.00 8 SO -31 420th 115 +79.00 117 +83.00 RT S-31 S -49 6 204 115 +79.00 8 117 +82.00 8 SO -33 420th 123 +40.00 119+98.00 LT CO -9 5-44 6 342 _ 123 +40.00 6 _ 119 +98.00 8 SD -35 420th 121 +83.00 119 +97.00 RT S-43 S -45 6 186 121 +83.00 8 _ 119 +97.00 8 50-37 420th 119 +94.00 117+90.00 LT S -44 S -48 6 204 119 +94,00 8 117 +90.00 8 SD-39 420th 119 +95.00 117 +85.00 RT S -45 S -49 6 210 119 +95.00 8 117+85.00 8 SD-411 420th 121+87.00 126 +07.00 RT S -43 S -42 6 420 _ 121 +87.00 _ 8 _ 126 +07.00 8 SD -43 420th 123 +44.00 126 +02.00 LT CO -10 5 -41 6 _ 258 123 +44,00 6 126 +02.00 8 SD -45 420th 137+90.00 135 +83.00 LT CO -11 S -32 6 207 137 +90.00 6 135 +83.00 8 SD -47 420th 137 +90.00 135 +83.00 RT CO -12 5-33 6 207 137 +90.00 6 135 +83.00 8 SD -49 420th 135 +79.00 133 +28.00 LT S -32 S -34 6 251 135 +79 A0 8 133 +28.00 8 SD-51 420th 135+80.00 133 +28.00 RT S -33 S -35 6 252 135 +79.00 8 _.. 133 +28.00 8 SO -53 420th 133 +24.00 130 +90.00 LT S -34 S-36 6 234 133 +24.00 8 130 +90.00 8 _. S-0 -55 420th 133 +25.00 130 +89.00 RT S -35 S -37 6 236 133 +24.00 8 130 +90.00 8 SD -57 420th 130 +82.00 128 +50.00 LT S -36 S -38 6 232 130 +82.00 8 128 +50.00 8 SD-59 420th 130 +87.00 128+49.00 RT S -37 5 -39 6 238 130 +62,00 8 _ 128 +50.00 8 SHEET RD. PROJECT R0. 061016 -00 DESIGNED ar, 6.HOPREY no DATE BY REYISTUV DESCR[PnOU 420TH STREET CORRIDOR IMPROVEMENTS PROJECT DATE. 05/26/2010 UiEMO RY, S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS C,jo CAD DATE 6/11/2010 2:50:40 P.M OaAW4 SY d.0eeoxEa ESTIMATED PROJECT QUANTITIES CAD PILE, xnovS[EA2008\ 081016- 00\CADAPl�5\0eIm600cm.SHT j j j CITY OFICWA CITY,IOWA - - t1 Iltl �; tx 1 20111 1U,l; 1 J J I M 2,5 I U '17A is i� tvv �11s;t TABULATION OF LONGITUDINAL SUBDRAIN 1049 HOBIFIEO Location Lon itudinaI Subdrain Riser & Cleanout Assembly Porous Backfill Remarks Line No. Road or Lane Ident, Station to Station Side Structure Shoulder T e l Backslo e From To Size Length Size Length Station Size Station Slze (Inches) I (Feet) (Inches) (Feet) (Inches) (Inches) (Cu. Yds.) SD -61 420th 128 +42.00 126 +10.00 LT S -38 S -41 6 232 128 +42,00 8 126 +10.00 8 _ SD -63 420th _ 128 +47.00 126+09.00 FIT S -39 _ S -42 6 238 128 +42.00 8 126 +10.00 8 _ SD -65 420th 137 +94.00 140 +13.00 LT CO-13 SO -I 6 230 137+94.00 6 _ 140 +23.00 8 RF -19E OUTLET - _ SO -67 420th 137+94.00 140 +13.00 FIT CO -14 SO -2 6 230 _ 137 +94.00 6 140 +23.00 8 RF -19E OUTLET TABULATION OF PAVEMENT MARKINGS - DURABLE * See Typical 9001 for 'A' and 'B' designation 108 -22 MODIFIED 2Q Broken Center Line (Yellow) Q5 No- Passing Zone Line (Yellow) Q7 Edge Line Right (White) 9O Dotted Line (White) II Channelizing Line (White) 13 Stop Line (White) 5A Yellow Standard Curb 3Q Double Center Line (Yellow) © Broken Lane Line (White) © Edge Line Left (Yellow) 10 Solid Lane Line (White) 12 Channelizing Line (Yellow) 14 Crosswalk Line (White) 58 Yellow Sloped Curb Location Length (In Stations) Remarks Road Identification Station to Station Side O O O O qO 10 Il 12 13 5A 15g L R 420TH STREET 100 +32 X X 0.59 420TH STREET 100 +32 TO 101+06 X 0.74 420TH STREET 100 +32 TO 101+79 X 1.47 t7.21 420TH STREET 102 +59 TO 109 +80 % 420TH STREET 102 +59 TO 109 +80 X 420TH STREET 102 +59 TO 109 +80 X 7.21 420TH STREET 102+59 TO 109+80 X 7.21 _ 420TH STREET 110 +70 TO 120 +37 X 9.67 - - 420TH STREET 110 +70 TO 120 +37 X 9,67 420TH STREET 110 +70 TO 120 +37 X 9,67 _ 420TH STREET 110 +70 TO 120+37 X 9.67 420TH STREET 120 +37 TO 122 +17 X 1.8 _ - 420TH STREET 121+42 TO 122 +17 X _ 0.75 - 420TH STREET 123 +15 TO 123 +90 X 0,75 - 420TH STREET _ 123 +15 TO 124+65 _ X 1.5 - 420TH STREET 124+65 TO 136 +62 X 11.97 420TH STREET _ 124 +65 TO 136 +62 X 11.97 _ 420TH STREET 124 +65 TO 136 +62 X 11.97 420TH STREET 124 +65 TO 136+62 X 11.97 420TH STREET 136+62 TO 140 +27 % 3.65 _ 420TH STREET 136 +62 TO 140 +27 X 3.65 420TH STREET 136 +62 TO 140 +27 X X 1.92 CHEVRONS 4207H STREET 140 +27 TO 141+26 HWY 6 318 +71 TO 320 +23 X 1.52 HWY 6 _ 318 +71 TO 320+88 X 2.17 HWY 6 318+71 TO 320 +88 X 5 INCLUDES CHEVRONS HWY 6 322 +23 TO 322+63 X X 1.23 INCLUDES CHEVRONS _ HWY 6 322 +27 TO 324 +25 X _ 1.98 HWY 6 322 +27 TO 326 +04 X 3.8 LENGTH SUBTOTALS QUA 57.70 .25 5.76 2 _ 57,70 1 .25 5.32 1 1 .33 6.39 1 2 15.45 2 0.59 6 6 3 3.5 TOTALS 14.43 11.52 57,70 _ 5.32 6.39 30.9 3.54 TOTAL = 129.80 108-22 * See Typical 9001 for 'A' and 'a' designation PAVEMENT MARKINGS REMOVED MODIF IEO Q2 Broken Center Line (Yellow) Q5 No-Passing Zone Line (Yellow) Q7 Edge Line Right (White) Q9 Dotted Line (White) 11 Channelizing Line (White) 13 Stop Line (White) 15 Yellow Curb I© Yield Line (White) Q3 Double Center Line (Yellow) © Broken Lane Line (White) © Edge Line Left (Yellow) ]0 Solid Lane Line (White) 12 Channellzing Line (Yellow) 14 Crosswalk Line (White) 16 White Curb 18 Double Dotted Line (Yellow) Location Length (In Stations) Identification Station to Station Side O O O O Oj Og Oq 10 I I 12 13 14 15A 15B * 16A a 168 * 17 18 Remarks L R HWY 6 322 +27 TO 325 +45 X X 5.50 -_ LENGTH SUBTOTALS _ 5.50 .25 2 1 .25 1 I .33 1 2 2 6 6 3 3.5 TOTALS _ _ 11,0 PROJECT 140: 081016-00 DesicsO BY: a xoP.cEV PROJECT DATE. 05/28/2010 CHECZED BY: s.SVERS CAD DATE: sninotO 2:50:41 PH 09 AWN Bv: J.DCODWER CAD FILE: %: \On \IE\ 2008\ 081016 -00 \CAB \Plans \081016-00- COI.SHT _, 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES SHEET n6. C.11 no DATE BY REVISTEN DESCRIPTION I TABULATION OF SILT FENCES oo -17 II -10 -83 Remarks PEDESTRIAN CURB RAMPS 112 -4 Refer to Standard Road Plan RB -6 04 -19 -OS PCC " Detectable Location Side Type OW Sidewalk Warnings Sq. Yds. Sq. Ft. NO. I LOCATION Location STORM SEWER REMOVAL 6i7-A5 DESCRIPTION REMARKS 2010 JU ! I S ftii 10: 'w PCC SIDEWALK TABULATION Side Length (RT /LT) I (TO PROJECT N� PROJECT DAATE 0812/340/56)8 CHECKED BYE S.SOVERS I XO DATE BY REVISION DESCRIPTION CAD PILE, X \OH \IE \2008 \0818 16 -00 CAO \IPlan 60810 6Y00_COL6Ht0pE I I #Foth Width Area (ft) (By) Remarks SUBJECT TO CHANGE SHEET Ha. 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS C.1 2 CITY OF IOWA CITY. IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF SILT FENCES F-10-0--17 I II -10 -83 TABULATION OF SILT FENCES FOR DITCH CHECKS Refer to EC -201 loo -IS 04 -20 -10 112-4 PEDESTRIAN CURB RAMPS MoD1F1ED Refer to Standard Road Plan RB -6 u Location Length (Lln, "Ft.) Remarks Location Station Side Lin. Ft. Remarks Location Side Type PCC Sidewalk Sq. Yds. Detectable Warnings Sq. Ft. Remarks Station to Station Side 349 +45.00 322 +60.00 Li Li 15 15 (US HWY 6 ) (US HWY 6) 100 +50.00 101'65.00 LT 129 (420TH ST) 1103 +25.00 1103 +50.00 RT _ 21 ( COMMERCE) _ 323 +60.00 LT 15 (US HWY 6) 100+60.00 106.15.00 RT 555 _ (420TH ST) 324 +60.00 LT 15 (US HWY 6) _ II 02 +52.96 LT PERPENDICULAR 14.5 16 COMMERCE DRIVE 106 +30.00 136 +85.00 RT 3055 (420TH ST) _ 140 +40,00 LT 15 (420TH ST) 1102 +53.09 RT PERPENDICULAR 7.9 16 COMMERCE DRIVE _ 2010 � !" I f p 41 5010 +30.00 5522 +00,00 RT 2305 (SANITARY SEWER) 140 +35,00 RT 15 (420TH ST) 2110 +64.68 LT PERPENDICULAR 7.2 16 IN ROAD 2110+65.70 RT PERPENDICULAR 7.4 16 INDEPENDENCE ROAD TOTALS = 37 _ 64 4 0 t 1!! f; r TABULATION OF SIDEWALK REMOVAL IloS STATION TO STATION AREA REMARKS Sq. Yds. 1103 +43.5 1103+86.2 20 Commerce Drive - - -- STORM SEWER REMOVAL F -0T H-7-1 TABULATION OF FENCE 6013 -05 6-1]-05 NO. LOCATION DESCRIPTION REMARKS Location Length (Ft.) Type Remarks I 105 +49.00, 21.7' LT 40' of 8" PVC 2 109 +60.99, 18,7' LT 38' of 30" CMP Station to Station Side 3 109 +64.95, 23.4' LT 122' of 24" CMP 100+74,00 104 +31.50 RT 625 FIELD FENCE REMOVE 4 112 +33.62, 23.6' RT 20' of 12" CMP 101+35.00 104 +30.00 RT 250 FIELD FENCE TEMPORARY 5 113 +10.77, 33,5' LT 8' of 18" HOPE 107 +20.00 112 +26.00 RT 610 FIELD FENCE REMOVE 6 116 +04.13, 28.3' RT 50' of 30" CMP 138+80.00 138 +82,00 LT 35 FIELD FENCE REMOVE 7 121+79.23, 22.9' LT 40' of 18" CMP 139 +44.00 140 +00.00 LT 56 FIELD FENCE REMOVE & REINSTALL 8 134 +80.10, 25.9' RT 40' of 15" CMP _ _ 5105 +97.49 5106 +08.21 LT /RT 97 FIELD FENCE REMOVE 9 134 +97.24, 11.9' LT 30' of 15" CNP 5113 +55.00 5116 +20.72 LT /RT 645 FIELD FENCE REMOVE l0 135 +72.27, 11.8' LT 32' of 15" CMP 5122 +86.00 5123+92 AO LT /RT 150 FIELD FENCE REMOVE 11 138 +90.69, 15.7' LT 52' of 10" PVC _ 5126 +63.00 5126 +10.50 LT /RT 125 _ FIELD FENCE REMOVE 12 1103 +28.96, 10,4' RT 16' of 6" HOPE TILE 1102 +86.31 7103 +86.15 RT 100 CHAINLINK REMOVE 13 138 +90.69, 15,7' LT 58' of 15" RCP 1102 +86.31 1103 +86.15 RT 100 CHAINLINK TEMPORARY 14 138 +90,69, 15,7' LT 57' of 12" RCP 322+52.00 325 +60.00 LT 356 FIELD FENCE TEMPORARY REMOVAL OF PAVEMENT Not a bid Item a ° -I -- 04 -19 -05 Station to Station Pavement Type Area (S . Yds.) Saw Cut* (Lin. Ft.) Remarks 100 +23.8 ]00 +75.0 PCC 458 420TH STREET, 10" PCC 100 +75,0 140 +26.4 SEAL COAT 70114 209 ffIntakes 420TH STREET, 10" PCC 1102 +78.3 1103 +27.8 HMA 303 COMMERCE DRIVE, 6" HMA 1103 +27,8 1103 +86.2 PCC 190 49 COMMERCE DRIVE, 8" PCC 2110 +37,2 2110 +92.4 HMA 279 INDEPENDENCE ROAD, 6" HMA 2110 +92.4 2111 +50.2 PCC 184 43 INDEPENDENCE ROAD, 8" PCC 320 +22.7 325 +44.5 PCC /HMA 401 538 HWY 6, 10" PCC W/ 3" HMA OVERLAY PROJECT NO: 081016 00 DESIGNED Br, B,HOPKEY PROJECT DATE Dsne7zom cHECaEO ar: ssOYERS CAD ECTEi 6 11112010 2:50:43 PY DRAWN Br: J.SOVI R CAD FaE, x:\04\IES2a08r 061016- oorCAOrPIar.\0810i6 =00 -co L. -F NO DATE 8Y REVISION DESCRIPTION - 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES SHEET NO. C.13 I IU: 23 ii SUMMARY OF MATERIALS FOR SIGNS FOTH-9 MODIFIED Road Location Station Offset Code No. Sign Message Size IN Sign Area Steel Posts 1 3/4 IN. x 1 3/4 IN. F REMARKS CHEMI) ay: s.SOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH 100 +40 LT RI -I STOP /STREET NAMES 3OX30 CAD DATE, 611112010 2:50:43 PY _ _ REMOVE AND REINSTALL SIGN 420TH 104 +00 RT R2 -I SPEED LIMIT 2030 _ 5 12 — 420TH 106 +00 _ LT R3 -9B TWO WAY LEFT TURN 2036 6 12 420TH 106 +00 _ LT R7 -1 NO PARKING 12X18 1. 5 420TH _ 106 +00 RT R3 -9B _ TWO WAY LEFT TURN 24X36 6 12 420TH 106 +00 RT R7 -1 _ NO PARKING 12X18 1.5 420TH _ 112 +00 LT R3 -9B TWO WAY LEFT TURN 24X36 6 _ 12 420TH 112 +00 LT R7 -1 NO PARKING 12X18 1.5 420TH 112+00 RT 33 -98 _ TWO WAY LEFT TURN 24X36 6 12 420TH 112 +00 RT R7 -I _ NO PARKING 12X18 1.5 420TH 119 +40 LT R3 -9B TWO WAY LEFT TURN 2036 6 12 420TH 119 +40 LT R7 -1 NO PARKING 12X18 1.5 420TH 119 +40 RT R3 -9B TWO WAY LEFT TURN 2036 6 12 _ 420TH 119 +40 RT _ R7 -1 NO PARKING 12X18_ 1.5 420TH 120 +50 LT R2 -1 SPEED LIMIT 24X30 5 12 4201H 124 +40 RT R2 -1 SPEED LIMIT 24X30 5 12 420TH 126+00 LT R3 -9B TWO WAY LEFT TURN 24X36 6 12 420TH 126 +00 LT R7 -1 NO PARKING 12X18 1.5 420TH 126 +00 RT R3 -9B TWO WAY LEFT TURN 2036 6 _ 12 420TH 126 +00 RT R7 -1 NO PARKING 12X16 1.5 420TH 130 +30 LT R3 -9B _ TWO WAY LEFT TURN 24X36 6 12 420TH 130 +30 LT R7 -1 NO PARKING 12X18 1.5 420TH 130 +30 RT _ R3 -98 TWO WAY LEFT TURN 24X36 6 12 420TH 130 +30 RT R7 -1 NO PARKING 12X18 1.5 420TH 135 +00 LT R3 -9B TWO WAY LEFT TURN 24X36 6 _ 12 - 420TH 135 +00 LT R7 -1 NO PARKING 12X18 1.5 420TH 135 +00 RT R7 -1 NO PARKING 12X18 1.5 12 420TH 138+00 LT R2 -1 SPEED LIMIT 24X30 5 12 420TH 142+00 RT W6 -3 TWO -WAY TRAFFIC 36X36 9 16 COMMERCE _ 1102 +65 LT RI -I STOP /STREET NAMES 30X30 REMOVE AND REINSTALL SIGN INDEPENDENCE 2110 +75 LT RI -I STOP /STREET NAMES 30X30 REMOVE AND REINSTALL SIGN TOTAL 113 208 NOTE: EXISTING SIGNS HAVE BEEN INCLUDED IN THIS TABULATION FOR REFERENCE ONLY. REMOVAL, STORAGE, AND REINSTALLATION OF EXISTING SIGNS WILL BE PERFORMED BY THE CITY OF IOWA CITY. 2010 JIJ1, 15 AI 1 R �j pp JJ y 10 �A91f1 IT �l, PROJECT N0: 061016 -00 DESIGNED BY, B.HOPKEY NO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET SO, PROJECT BATE. 05/28/2010 CHEMI) ay: s.SOVERS FROM US HWY 6 EAST TO CITY LIMITS C.14 _ CAD DATE, 611112010 2:50:43 PY BRAWN BY: JAE80PER ESTIMATED PROJECT QUANTITIES CAD FILE: X: \OH \IE\ 2008 \081016 -CO \CAD \Plans \081016- 00_C01.6HT — _ CITY OF IOWA CITY, IOWA 4" _51 (Joint) 10' T 30' 10' � 30' 10' O2 BROKEN CENTER LINE (Yellow) 51 /y - -- q (Joint) f 511/4 Q3 DOUBLE CENTER LINE (Yellow) 5 101/2" 4'� O '/" D C —— —��— fE(Joint) /4 5"A Q5 NO PASSING ZONE LINE (Yellow) 51 "A" 4" T o 30' 10' Joint Line © BROKEN LANE LINE (White) TRAFFIC 30' Edge of Pavement 7 EDGE LINE RIGHT (White) ® EDGE LINE LEFT (Yellow) - --E ❑ ❑ ❑ 2' -.1 1 -- 09 DOTTED LINE (White) ❑ ❑ ❑ ❑ —ir 4' [� 4 "J Joint Line SIa" Lane Width 4" TRAFFIC 10 SOLID LANE LINE (White) 24" 13 STOP LINE (White) Lane Width 0 10 II CHANNELIZING LINE (White) 12 CHANNELIZING LINE (Yellow) Q ON �re°t "° n EACH UNIT = 1.0' 000a�6, 14 CROSSWALK LINE (White) 1 07 -15 -97 1 5' -6" PAVEMENT MARKINGS LEFT LANE DROP ARROWS -<//"i 9001 MODIFIED ® Paint QPaint v f r 1} Gutter Line -- Gutter Line li � Curb Curb qq [[pp 1 f( W) Paint 14" width for 8" Standard Curb, QB Paint 14" width for 6" Sloped Curb. (I((v i ii 1 10 J,!/ /� S eA � i Y e 10 1; 15 YELLOW CURB 16 WHITE CURB 24 IN v v 17 YIELD LINE (White) 511„ t ° ° ❑ ❑4❑❑_ ❑_ J❑ ❑ I❑II ❑ oI I❑I ❑ 511 2'-r, Yom- -r] 4' Fes- 4 "J l8 DOUBLE DOTTED LINE (Yellow) 4' -5Y4" 111/2' STANDARD TYPES OF PAVEMENT MARKINGS 9002 EACH UNIT = 3.84" 04-28 -98 5' -I%2" PAVEMENT MARKINGS STRAIGHT AND CURVE ARROWS PROJECT NO, 0 810 16 -00 DESIGNED BY: B.HOVaer no Dore BY REVISION oescalPnce 420TH STREET IMPROVEMENTS SUBJECT T O CHANGE SHEET NO. PROJECT DATE: 12/3475676 cHEC'E. Br: CHEC s.SOrERS LIMITS C.15 CAD DATE: 5/17/2010 @11639 PH DR AXN BY: d.oe6awER FROM US HWY 6 EAST TO CITY ESTIMATED PROJECT QUANTITIES CAD raE: xnD�w�lE\zcoB\osmis- ao�cnD\Piane\osmis -DO Cmsxr CITY OF IOWA CITY, IOWA I STORM WATER POLLUTION PREVENTION PLAN o -IZe All contractors /subcontractors shall conduct their operations In a manner that minimizes erosion and prevents sediments from leaving the project. The prime contractor shall be responsible for compliance and Implementation of the Storm Water Pa l Iut ion Prevent ton Plan (SW?PPI for their ent Ire contract. This responsibility shall be further shared with subcontractors whose work is a source of potential pollution as defined In this SWPPP. The contractor will obtain copies of any and all local and state regulations which are applicable to storm water management, erosion control and pollution minimization of the job site and will comply fully with such regulations. The contractor will comply with all conditions of the Iowa Department of Natural Resources Construction General Permit, Including to the conditions related to ma lntalning the SWPPP and evidence of compliance with the SWPPP at the job site and allowing regulatory personnel access to the job site and to records In order to determine compliance. The State Agency is as follows: Iowa Department of Natural Resources, Attn: Joseph D. Griffin, Environmental Protection Division, Wallace State Office Building, Des Molnes, Iowa 50319, Phone : (515) 281 -7017, The Local Agency is as follows: City of Iowa City, Department of Public Works, 410 E. Washington Street, Iowa City, Iowa 52240, Phone (319)356 -5140. I. Site Description The Storm Water Pollution Prevention Plan ( SWPPP) is for construction of a Sanitary Sewer Trunk in the City of Iowa City, Iowa. Construction Activities include clearing and grubbing, excavation, final grading, Installation of utilities. This SWPPP covers approximately 14 Acres with an estimated 9 Acres being disturbed. The SWPPP Is located In an area of primarily three soil associations (Colo -Ely Complex, Muscatine Silt Loam, Tama Silt Loam). The estimated average SCS runoff curve number for this SWPPP after completion will be unchanged, 72. Refer to the 420th street Corridor Sanitary Sewer Extension for locations of typical slopes, ditch grades, and major structural and non- structural controls. A copy of these plans will be on file at the project engineer's office. Runoff from this work will flow Into various storm sewers, ditches, streams and drainage tile systems Into an unnamed tributary of Snyder Creek. 2. Controls The Contractor / subcontractor shall be responsible for implementation and management of control measures for the following erosion and storm water management control measures that are specific to this site. This work shall be done In accordance with the SUDAS Standard Specifications. As work progresses additional erosion control Items may be required as determined by the Engineer or other governmentally regulated agencies after field Investigation. PROJECT 140, 081016 -00 DESIGNED BY. B.HOPREY PROJECT GATE: 12/34/5678 CHECAE0 BY: MOVERS CAD DATE: 5/17 /2010 12:16:40 PIT DRAWN BY. J.OEBOWER CAD FILE: x: \O.N \IE \2008\ 081016- DO\CAO \PlensNO81016- 0o- co1.SHT Permanent Stabilization Practices 1. Permanent seeding and planting of all unpaved areas by seeding, fertilizing and mulching shall be completed after final grading complete. Seed shall be sown at only those times of year when temperature, moisture and climate conditions will promote germination and plant growth. 2. Preserve vegetation In areas not needed for construction. Permanent Structural Practice 1. Outlet protection of storm sewers using rip -rap and engineering 2. Storm water detention facilities to retain flows. 3. Storm sewer, curb and gutter to divert storm water. Temporary Stabilization Practices. STORM WATER POLLUTION PREVENTION PLAN o -ize Temporary Structural Practices I. Temporary Sediment Basins shall be provided at a rate of 3,600 cubic feet of storage per acres disturbed over 10 acres. If 3,600 cubic feet per 10 acre area drained is not attainable, a combination of silt fences, multiple sediment traps, or equivalent sediment controls may be used. 2. Temporary sediment traps may be used to store sediment for drainage areas approximately 2.5 acres In size. Sequence of Implementing stabilization practices I. Construct temporary construction exits / entrances and designate staging area. 2. Install perimeter silt fencing and temporary sediment basins. 3. Begin clearing and grubbing operations. These operations should only take place in those areas where earthwork Is expected to take place within 21 days of completion. 4. Installation of underground utilities. Inlet / Outlet protection at all locations specified in the plan shall be Installed. 5. Prepare final backfill, grading, and seeding operations. 6. Once permanent stabilization of the side is established, remove silt fencing and other temporary stabilization measures. Other Controls Contractor disposal of unused construction materials and construction material shall comply with applicable federal, state and local regulations. In the event of a conflict with other governmental laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. During the course of construction, It Is possible that situations will arise where unknown materials well be encountered. When such situations arise, they will be handled according to all federal, state and local regulations In effect at the time. The following Is a list or other control measures that the contractor / subcontractor shall be responsible for implementing. A. Off -site vehicle tracking 1. The contractor shall provide a stabilized construction exit / entrance to help reduce vehicle tracking of sediments offsite. The paved streets adjacent to the construction site shall be Inspected daily and cleaned as necessary to remove only excess mud, dirt or rock tracked from the site. Dump trucks hauling material from the site shall be properly covered with a tarpaulin. B. Dust Control I. Contractor shall frequently water excavated and fill areas during construction. 2. Gravel will be provided at the temporary entrance / exit areas and staging area. 4, inspections and Maintenance Procedures. The contractor Is required to maintain all temporary erosion control measures In Is proper working order, Including cleaning, repairing, or replacing them throughout the contract period. The following Inspection and maintenance practices will be used to maintain erosion and sediment controls and stabilization measures. A. All control measures will be Inspected at least once every seven (7) calendar days and following any storm event of 0.5" or greater. fabric. B. All measures will be maintained in good working order. If a repair is necessary, it will be Initiated within 24 hours of the report. C. Any built up sediment will be removed from silt fence when it has reached one - half the height of the fence. D. Silt fences will be inspected for depth of sediment, tears, etc., to see if the fabric Is securely attached to the fence posts, and to see that the fence posts are securely fastened In the ground. E. The sediment basin, if present will be Inspected for depth of sediment, and built up sediment will be removed when It reaches 50 percent of the design I. The use of silt fence, temporary seeding, mulching, sodding and diversion dikes to help control sediment and erosion. If construction activity is not planned to occur In a disturbed area for at least 21 days, the areas shall be stabilized by temporary seeding or mulching no later than 14 days from the last construction activity. 2. Mulching exposed areas. 3. Silt fence shall be used for protection of Inlets and used as ditch checks along temporary and permanent drainage ditches. 4. At areas where runoff can move offsite, silt fence shall be placed along the perimeter of areas to be disturbed prior to beginning grading, excavation Slw capacity or at the end of the job. 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA ?Oi0JUN IG T,iiI[l:23 SUBJECT TO CHANGE ESTIMATED PROJECT QUANTITIES SHEET No C.16 STORM WATER POLLUTION PREVENTION PLAN o -IZe STORM WATER POLLUTION PREVENTION PLAN o -izD STORM WATER POLLUTION PREVENTION PLAN o Ize F. Diversion dikes, if present, will be Inspected and any breaches will be promptly I repaired, - 1. Petroleum Storage Tanks T G. Temporary and permanent seeding and planting will be inspected for bare a. All onsite vehicles shall be inspected and monitored 2. In the event of a spill the following procedures will be followed: spots, washouts, and healthy growth, for leaks and receive preventative maintenance to a. All spills will be cleaned up Inmedlately after discovery. H. A maintenance Inspection report will he made after each Inspection and reduce the change of leakage. b. The spill area will be kept well ventilated and personnel y'y 11 h'v� f,.l I L.. recorded on the Inspection form provided by the engineer. b. Steps will be taken by the contractor to eliminate appropriate protective clothing to prevent Injury from codi'6idtlw- hlcth J I. The contractor will he responsible for selecting a "qualified" Inspector to contaminates from storage tanks from entering hazardous substance. conduct the Inspections. "Qualified" is defined as a person knowledgeable ground soil. Any petroleum storage tanks kept c. Spill of toxic or hazardous material Ell be reported to the appJopr lgte , In the principles and practices of erosion and sediment controls who possesses onsite will be located with an Impervious surface state or local governmental agency and to the project manager, a[4,' ,° F EE '_ A1I the skills to assess conditions at the construction site that could impact storm between the tank and the ground. engineer, regardless of the size of the spill. Sp l l is of amo�nt6rrt water quality and to assess the effectiveness of any sediment and erosion 2. Fertilizers exceed reportable quantities of certain substances specifically mentioned control measures selected to control the quality of storm water discharges a. Fertilizers shall be appl led in minimal amounts as In federal regulations most be immediately reported to the EPA National from the construction activity, recommended by the manufacture. It shall be Response Center (1 -800- 424 -8802 or 1-202 - 426-2675). The job site worked Into the soil as to minimize the contact with superintendent will be responsible for contacting the EPA and any other 5. Materials Management Plan storm water discharge. governmental agenc IRS. Site sources of pollution generated as a result of this work related to slits 3. Paints, Paint Solvents and Cleaning Solvents d. If the spill exceeds a reportable quantity, the SWPPP must be modified and sediment which may be transported as a result of a storm event. a. Excess paints and solvents shall not be discharged within 14 days after the spill and a written description of the events However, this SWPPP provides conveyance for other (non-project into the storm sewer system. The contractor shall most be Included. The modification shall Include: a description of related) operations. These other operations have storm water runoff, the refer to the manufacture's Instructions and federal the release: the date of the release; an explanation of why the spill regulation of which Is beyond the control of this SWPPP. regulations on the proper disposal techniques. happened; a description of procedure to prevent future spills and / 4. Concrete Wastes or release from happening; and a description of response procedures A. The following is a list of materials or substances expected to be a. Concrete Trucks will be allowed to washout or should a spill or release occur again. present onsite during construction. discharge excess concrete In specifically designated e. The site superintendent will be responsible for the day -to -day site I. Concrete 12. Plaster areas which have been prepared to minimize contact operations and will be the spill prevention cleanup coordinator. He or 2. Detergents 13. Asphalt between the concrete and storm water discharge from she will designate a least three other site personnel who will receive 3. Paints 14. Antifreeze Coolant the site. spill prevention and cleanup training. These individuals will each 4. Tar 15. Gasoline /Diesel Fuels /Kerosene G. The hardened product from the concrete washout become responsible for a particular phase of prevention and cleanup. 5. Soil Stabilization Additives 16. Hydraulic oil /fluids areas will be disposed of as other nonhazardous The names of these Individuals will be posted In the material storage 6. Fertilizers 17. Glue Adhesive waste materials or may be broken up and used on the area and In the office trailer. 7. Petroleum Based Additives 18. Curing Compounds site for other appropriate uses. 8. Cleaning Solvents 19. Waste from construction 5. Sol Id and Construction Wastes 6, Non-Storm Discharges 9. Wood equipment washing a. All trash and construction debris shall be deposited 10. Solids and Construction Wastes Into a dumpster that will be emptied as necessary. The following is a list of non -storm water discharges allowed by the Iowa I1. Pesticides No construction waste materials will be burled on Department of Natural Resources and may occur at the job site under the condition site. The dumpsters must be put in a location where that no pollutants will be allowed to cone Into contact with the water prior to or B. Material Management Practices: The following is a list of material the contact with storm water discharge is minimized. after Its discharged from the site. management practices that will be used onsite to minimize the risk of 6. Sanitary Wastes A. Water from the fire fighting activities and fire hydrant flushings. spills or other accidental exposure of materials and substances to a. A portable restroom facility shall be located onsite at B. Water used to clean vehicles storm water runoff. all times unless a approved equal is allowed. C. Potable water sources Including water main flushings, irrigation drainage and Wastes shall be collected and disposed of in routine building wash downs excluding detergents. I. Good Housekeeping. complete compliance with local, state and federal D. Air conditioning Condensation. a. An effort will be made to store onsite only enough regulations. This facility shall be located in an area E. Springs. products required to complete the job. where contact with storm water discharge is minimal. F. Foundation or footing drains where flows have no been exposed to solvents. G. All materials stored onsite will he kept in a neat, orderly 7. Rural Agricultural Activities G. Pavement wash waters where spill or leaks of hazardous material has no manner and In their appropriate containers. If possible, a. Runoff from agricultural land use can potentially occurred. products shall be kept under a roof or other enclosure. contain chemicals including herbicides, pesticides, c. Materials will be kept In their original containers with the originals fungicides and fertilizers. 7. NPDES Permit manufacture's label. The contractor shall be a co- permitee along with the Owner(sI and other Contractors/ d. Substances will not be mixed with one another unless recommended by D. Spill Prevention and Response Procedures: The contractor is responsible for subcontractors work on the project. Prior to commencing construction operations the manufacture. training all personnel in the proper handling and cleanup of spilled materials. contractor shall sign NPDES Permit. e. Whenever possible, all of a product will be used up. No spilled hazardous materials or wastes will be allowed to come Into contact before disposing of the container with storm water discharges. If contact does occur, the storm water discharge 8. An Initial Storm Water Pollution Prevention Plan ( SWPPP) will be provided to the F. Manufacture's recommendations for proper use and will be contained onsite until appropriate measures in compliance with all contractor at the start of construction. A copy of this plan is available for review disposal will be followed. federal, state, and local regulations are followed to dispose of the hazardous during normal business hours at Foth Infrastructure and Envlrnoment, LLC, g. The job site superintendent will be responsible for dally Inspections to substance. The following practices will be followed for spill prevention and 4211 Glass Road NE, Suite 8 Cedar Rapids, Iowa 52402. This plan Is provided as ensure proper use and disposal of materials, cleanup. a reference only and is not Intended to direct or specify the storm water pollution prevention requirements for this project. The contractor shall be solely responsible 2. Hazardous Products 1. In addition to the good housekeeping and material management practices for: a. Products will be kept In their original containers with the discussed In the previous sections of this plan, the following practices will original manufacture's label. be done to minimize the potential for hazardous material spills and to A. The submittal of the Notice of Intent b. The original labels and material safety data will be kept for reduce the risk of the spill coming in contact with storm water. B. The implementation, administration, and monitoring of the initial plan. each of the materials as the contain Important product a. Manufacture's recommended methods for spill cleanup will be clearly C. Flaking modifications to the initial plan as needed. Information. posted and site personnel will be trained regarding these procedures D. Filing the Notice of Discontinuation c. Disposal of any excess will be done In a manner that and the location of the Information and cleanup supplies. E. Compliance with all NPDES or storm water discharge statutes, rules, regulations, product follows all manufacture's, federal, local, and state b. Materials and Equipment necessary for spill control, containment and or ordinances applicable to the site. recommended methods for proper disposal, cleanup will be provided on site in a material storage area. Equipment and materials will Include but not be limited to brooms, dust pans, C. Product Specific Practices: The following Is a list of potential sources mops, rags, gloves, gaggles, kitty litter, sand, sawdust, and plastic and of pollution and specific practices to reduce pollutants discharges from metal trash containers, materials or sources expected to be 2resent onsite during construction. PROJECT Not 081016 -00 DEMWO BY: e.HOPKEY PROJECT DATE, 12/34/5678 CHECKED BYi S.SOVERS CAD DATE. 5/17/2010 12:16:41 PM CRAVN BY: JJEBOwER CAD FILE, x: \DMN E \2008 \081016 00 \CAD \P1ans \681016- D0- COI.SHT W, m� u 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOW SUBJECT TO CHANGE ESTIMATED PROJECT QUANTITIES t',i IUD 23 1`i Al a SHEET N0. C.17 CONTAMINATED SOIL MANAGEMENT PLAN CONTAMINATED SOIL AND GROUNOWATER SOIL AND GROUNDWATER AFFECTED BY PETROLEUM FUEL PRODUCTS MAY BE ENCOUNTERED DURING PROJECT EXCAVATION AND CONSTRUCTION ACTIVITIES. THE SOURCE OF PETROLEUM PRODUCTS MAY BE ATTRIBUTABLE TO LEAKING UNDERGROUND STORAGE TANK (LUST) SITES IDENTIFIED NEARBY OR ADJACENT TO THE PROJECT AREA. (SEE SHEET NO. 0.03 FOR LUST SITE LOCATIONS]. THE CONTRACTOR IS RESPONSIBLE FOR ASSESSING INDICATIONS OF PETROLEUM CONTAMINATED SOIL AND GROUNDWATER DURING EXECUTION OF THE WORK. INDICATIONS OF AFFECTED SOIL AND GROUNDWATER WILL BE DETERMINED THROUGH ODOR, APPEARANCE, STAINING, OR VAPOR MEASUREMENTS USING APPROPRIATE FIELD SCREENING EQUIPMENT. IF CONTAMINATED SOILS, CONTAMINATED GROUNDWATER, OR PETROLEUM LIQUIDS OR VAPOR ARE DISCOVERED DURING EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL CONTACT THE IOWA DEPARTMENT OF NATURAL RESOURCES (IONR) UNDERGROUND STORAGE TANK SECTION AT (515)281 -8011 WITHIN 24 HOURS, OR WITHIN 6 HOURS IF A "HAZARDOUS CONDITION" EXISTS AS DEFINED IN 567 IOWA ADMINISTRATIVE CODE (MAC) 131.1. A HAZARDOUS 'ONDITION IS DEFINED AS "ANY SITUATION WHERE A SUSPECTED OR ACTUAL RELEASE OF A HAZARDOUS SUBSTANCE, SUCH AS PETROLEUM, PLACES THE HEALTH AND SAFETY OF THE PUBLIC OR THE ENVIRONMENT IN DANGER ". 3MENT OF CONTAMINATED SOIL AND GROUNDWATER MAY REOUIRE SERVICES OF AN IOWA CERTIFIED GROUNDWATER PROFESSIONAL. THE CONTRACTOR IS JSIBLE FOR ACQUIRING THE SERVICES OF THE CERTIFIED GROUNDWATER PROFESSIONAL. RECORDS AND MEASUREMENTS COLLECTED TO DOCUMENT LANCE WITH THE ASSESSMENT AND REPORTING PROCEDURES REFERENCED IN MAC 135 OR ASSOCIATED HOUR GUIDANCE WILL BE PROVIDED TO THE ;T ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR SEGREGATING SOILS INTO "CONTAMINATED" AND "NON - CONTAMINATED" STOCKPILES BASED ON FIELD SCREENING AND /OR CONFIRMATION TESTING USING THE ACTION LEVELS AND TESTING PROCEDURES OUTLINED IN MAC CHAPTER 135. CONTAMINATED SOIL IS DEFINED AS "THE PRESENCE OF PETROLEUM HYDROCARBON CONSTITUENTS AT OR ABOVE THE INDR'S TIER I LOOK -UP TABLE IN 567 MAC 135 ". SOILS DETERMINED AS NON-CONTAMINATED, BASED ON THE ABOVE REFERENCED ACTION LEVELS, WILL BE CONSIDERED SUITABLE FOR REUSE AS BACKFILL PROVIDING THE MATERIAL MEETS PROJECT DESIGN SPECIFICATIONS, THE CONTRACTOR IS RESPONSI8LE FOR PROPER CONTAINMENT, STAGING, CHARACTERIZATION, AND DISPOSAL OF MATERIALS DETERMINED AS CONTAMINATED. TEMPORARY STOCKPILES MAY BE STAGED WITHIN THE PROJECT LIMITS OR OTHER SECURE AREA APPROVED BY THE PROJECT ENGINEER. THE SOIL WILL BE PLACED ON AN IMPERVIOUS SURFACE AND COVERED TO PREVENT PRECIPITATION RUN -ON AND RUN -OFF. THE CONTRACTOR WILL MAINTAIN RECORDS OF DISPOSAL OF CONTAMINATED SOILS FOR SUBMITTAL TO THE PROJECT ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR TESTING AND PROPER MANAGEMENT OF AFFECTED GROUNDWATER WHICH MAY NEED TO BE REMOVED FOR PROJECT CONSTRUCTION OR FOR THE PROTECTION OF WORKER SAFETY. GROUNDWATER AFFECTED BY PETROLEUM PRODUCTS SHALL BE EVALUATED USING THE ACTION LEVELS AND TESTING PROCEDURES OUTLINED IN LAC CHAPTERS 135. ALL SAMPLES ANALYZED FOR DETERMINING COMPLIANCE WITH THE ABOVE REQUIREMENTS SHALL BE TESTED AT A LABORATORY CERTIFIED PURSUANT TO 567 MAC 83. ANY WATER REMOVED FROM THE EXCAVATION WITH CONCENTRATIONS AT OR ABOVE THE LEVELS OUTLINED IN MAC 135.14 SHALL BE TREATED OR DISPOSED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. THE CONTRACTOR WILL MAINTAIN RECORDS OF TREATMENT AND DISPOSAL FOR SUBMITTAL TO THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR DEVELOPMENT AND IMPLEMENTATION OF A SITE SPECIFIC HEALTH AND SAFETY PLAN ADDRESSING POTENTIAL HAZARDS CIATED WITH PETROLEUM CONTAMINATED SOILS AND /OR GROUNDWATER. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING WORK IN ROANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND FOR ENSURING THE HEALTH AND SAFETY OF THEIR EMPLOYEES AND SUBCONTRACTOR'S IF REPLACED OR REPAIRED UTILITIES REMAIN BURIED WITHIN CONTAMINATED SOILS OR GROUNDWATER WITH CONCENTRATIONS EXCEEDING THE MAC 135 TIER I LEVELS, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITIES USING THE APPROPRIATE IOWA DEPARTMENT OF NATURAL RESOURCES (BLIND) FORM LISTED BELOW. THE NOTIFICATIONS WILL REOUIRE SIGNATURE BY A CERTIFIED GROUNDWATER PROFESSIONAL. WATER SUPPLY NOTIFICATION DNR FORM 542 -1530 UTILITY COMPANY NOTIFICATION FINN FORM 542 -1531 SANITARY SEWER NOTIFICATION ONR FORM 542 -1532 PROJECT 140. 081016 00 OESMED BY: MONEY PROJECT DATE: 12/34/5618 CHECKED BY: MOVERS CAD DATE. 511712010 12:16:42 PH DRAWN BY J.OEBDHER CAD FILE X: \DN \IE\ 2008 \081016 -00 \CAD \Plans \081016-00- COLSHT 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA I it F T' 2010 SUBJECT TO CHANGE ESTIMATED PROJECT QUANTITIES SHEET NO. CA '� REFER TO SHEET 602 SHRUBS SCOTT TWP. S7C9N R-5W v �'- - -PR TION 19 0 \ \ Q STA, 100 +74.00. 85.9' RT TEKE ENTERPRISES INC. STA. 104 +31:50. 710 RT REMOVE 625 LF OF FENCE -- - j� C/• IS STA 10055+192!0 0. 21 T LT TO TA. 03. 22 0 LT O '� --- �6T0 FXIST/NO REMOVE 40 LF Of 8 IN ;H -PVC 17 / EXISTING RLW %�6� W PCSC p STA. 105 +9) a 40 O LT r .00 � ( - -- 0: �. �_ S<9 v,_ \, T \ 0 „F '�F, �\ PROTECT EXISTING Q TO STA. 105-97, 3205 LT CHAINLINK FENCE Q GR. ELEV. - 675.7 \GRADING LIMITS—(, �GRAOiNG LIMITS \ \ ` jj1jryIj (1 `, I IF tl.l 1, �. REItOVE SHRUBS \IP.1' Q � e15 10d 5.00 (420TH ST.)- % lI A20SN RB -I ST 1. Ole \ (COMMERCE, DR.) \ Q�1 �• +, (r 7A. 100+20.00 6 A- . �+ 1 �✓ ti - - - ROPROdEC 2 POSED R/W O 6` f A \ G ADING LI S I S<9 - d t + QQ + NT / �\ T Ep TEIAP. CONS o � PROTECT TREE (TYP.) v, I A 1 9 \� + � ' . � � ,//1 � � CONTRACTOR T� INSTALL 25Q LF OF '' TEMP. FIELD FENCE AT THE (TEMP. CONST. EASEM T -- — - STA. 100 +00.00 (420TH) REFER TO SHEET E.01 FOR RIGHT TURN LANE STA 101 +35 /TO 104 +30 SCOTT T © '.. -) 0 F 20 STA. 321 +35.00 (US HWY 6) R -5W REFER TO H SHEETS FOR REFER M SHEETS FOR SECTION 30 CHARLES W & FLORANCE T PHILIPS / � - - -1 RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES PI +75.0 (I.E. TREES, PAVEMENT, FENCING, ETC.) 6 5 NOT SPECIFICALLY IDENTIFIED '” Iv 675, 5Q EN REMOVAL AND OR REPLACEMT < - 46 -en 15000ft ST ..100+20 0. EXIS 0 C ING GROUND ROADWAY ' BE IN PROJECT 675 MA PGI CH EXIST 97LCII NG. 675 6.ZQ_ - PROP 3SED 665 PROFILE GRAD 665 VPI +00.00 660 Elv 671.51 660 Len 1 O.00ft M P P 00 c0 M K N O r W 0' N (") V t(1 UJ Ip r V W t0 O P P n (O (0 r P ^ N Q' N ^ ('1 C—Tt M V V Y V V In N 111 r r r r r n r n r n n n n n CO n n n LO n c0 m +25 +50 co +75 m m 101 +00 +25 In +50 co +75 co 102 CO +00 +25 +50 In +75 c0 103 +00 +25 +50 m +75 m CO 104 +00 +25 Io +50 +75 105 +00 +25 +50 +75 106 +00 PROJECT 1:01 081016 -00 DESIGNED BY: B.HOPEEY NO DATE By REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS sHEEr no. PROJECT DATE, D512/2010 CHEERED BY, _ s.SOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®O.� CAD DATE. 6/14/2010 10:31:36 AN DRAWN BY, J.DERo•.ER CAD FILE: XMMIE\ 2008 \01016 00 \CAO\Plans \581016 -00 DOI.SHT CITY OF IOWA CITY, IOWA PLAN AND PROFILE rr .> f .J SCOTT TWP, STA I09 +60.99 18.T LT. TO REFER TO SHEET E.02 T -79N R -5W STA, l09 *61.59, 18.7' RT w O SECTION 19 O ` QS O O O REMOVE 36 LF OF 30 INCH CMP I` BDD$ TIR AND REPAIR SERVICE INC O O O STREB INVESTMENT PARTNERSHIP LL C O O I ' LT TO 4 L `� ADJUST 110-02.47. WATER 7VALVVEI LT I\ W a, STA. 1010 +86A6, 20.6 INCH CMP 1 LV - Q I s2 FG ELEV. = 673.83 O - O STA. 110 +0 .00 66.7' LT REMOVE 122 LF OF 24 O O 6 RELOCATE HYD NT ASSEMBLY TO S 6 lL9 ___ TA. 109 +74.0 fi .3 LT 00+1 Z �/ - - O STA. 110 +06.61 ADJUST WATER GR. ELEV. 6 _ 3VALVE 8��, EXISTING R/ GRADING LIMITS, EXISTING P.U.E. ), _ _ _ _ _ - - - - - - li 6gp,. C3 EMP. _ _ _�/ ' > >_ —_. �. - _ - - - - T_ CON$T. EASEMENT _ _ - - _ - - - __ __ m _ - - T - - _ - _ _ - _ - _ _ \ - _ - - - - Z o EXISTIN W-v ��OTECT (TYP )� i _ _ P Q- W ORE OHE ORE � OHEi OHE ORE ORE HE OHE ORE _ _ .-, - �- 6I5 T2 _ 420TH STREET 2 c ! L4'SZ +OI12e7S10d } STA. 110+2 47 2420TH ST.) q ' s"15 '.. '� STA,.�I 10 +25.47 (INDEPENDENCE RDJ 67 \I i x? EXISTING R/ II — }- — - W /W— R/W x R/W R/W � T 1 - /- _ -R /W- � _ - -�' � TN %H _ _ _ _ _ m - _ _ — 1 / _ P R/W - — R/W - — _ - — - R/W ,, R/W .C.W/ 1 R/ \ R /µ. _ _ _ _ _ - _ _ _ _ _ �' \--PROPOSED R/W RADING LIMIIT 1 � - .�I - -I __- - -- - __ : b ,TENT 1 1 - 00 1 - -4 - 1 STA/107 +20.00/. 6TA ". 112 +26.00, 85.0, RT �( // 1 _ N REMOVE 610/LF OF F NC / - - / PERMANENT =� \ / /� y_ EASEMENT \ -- - - - - -- / Ou 20 - IB CONTRACTOR TO INSTALL 510 LF OF SCOTT TWP. (D FT -79N R -5W ��jj REFER H SHEETS FOR REFER TO hI SHE FOR TEMP. FIELD FENCE AT THE TEMP. CONST, EASEMENT SECTION 30 CHARLES W. & FLORANCE T. PHILIPS ✓✓ F- RIGHT -OF -WAY INFORMATION STORM SEWER IN STA, 107 +20 TO 112 +25 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES 685 685 (I.E. TREES, PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT EXISTING GROUND 680 680 @ RO DWAY _ 675 675 670 PR POSED 670 PR FILE GRA E 665 665 v 673. 4 C c 82 66 en 10000ft 660 655 65 P O_ l0 W O N V l0 CO O ul CH O r O V N O ui ui 'r v v v v c f-FP n r n m IO c0 m \o to co m AsA DO 106 +00 +25 co +50 m +75 c0 c0 107 +00 +25 co +50 co +75 w w 108 +00 +25 0 +50 to +75 m 109 +00 +25 m +50 Io +75 co 110 +00 +25 +50 +75 I11 +00 +25 +50 +75 112 +00 PROJECT IA: 001016 -00 RESIGNED BY. B."OPKEY HO BATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT DATE: os /za /zam cxecYEO Br: ssovERS CZCK FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®,OZ CAD GATE: s/w /zam 10:31:38 AM Dn J.OEDOWER PLAN AND PROFILE CAD FILE: X: \Ox \IE\ 2008 \08I 016 -00 \CAD \Plans \081016- 00.002.SHi CITY OFIOWA CITY, rr .> f .J Q O STA, 115+13.44, 40.1' LT SCOTT TWP. STA 112+33 62 23.6' RT TO Oj RELOCATE HYDRANT vA O O STA. 12 +53.45, 23.5' RT O BU05 TIRE ANO REPAIR SERVICE INC O 1 5+13.1 SEMOLY / T -79N R-5W j % E L 2.0' LT O SECTION 19 q/ O REMOVE 20 LF OF 12 INCH CMP O O O - O = 65.2 + f k + STA 113 +10.77. 33.5' LT 16.2b 3 .,� , O LT h 00 PROTECT TREE fi YP,) C% REMOVE 8 LF OF � lP �/ I8 INCH HOPE PIPE �I TER % "' '--' _ /_TEh1P. CONSTI�ASEMENT _ — .39 67 .39 GRADING LIMITS O- — — — — I JA REMOVE E IS ING 4PLUGI T _ _ �" -�— _ — -- - ING �� BEGIN y�6'i DIP C151 CL�; 52 WATER MAIN CLAS 052 R MAIN -_ S _ _ — — — — TEMP. CO — EASEMENT \ �(TYPJ MATE WAT {d [, _`.i ,I R/W d I 1 U` THE EXISTING R /W — -- ( t .j�, T - 1 R0� SED / R/N R/N . 16 u IB v v 16" u Bw - iWi t /iy / 1 oRE -- ER W _ — _ _ • ! 6 _ -._ —.'.. W - _ — _ .T- ..._ W -,-„ 6K _ - -ar — _ - _ _ _ - 6T%s _ - — - — _ 1 4 - I- _.__.f EXLSTINGI R/W 11 J- ' =_ °_' ° _ --- __ — _.- _ -.— - -- - -420TH STflEfi — TI — - — — ,, - ' TI c T# — - — - — - -. - s/s 6>5 t — _ 67 T _ CP# 4,j� RB 3:. E IS ING R/ - R/W R/W ,6W �R/W j R/W R/W OPOS R / GRADING t„# ITS R E � t £ �_ TEMP. CONST. EASEMENT h _ _ _ L �j SCOTT TWP. REFER TO H SHEETS FOR REFER TO M SHEETS FOR CHARLES W & FLORANCE T PHIL]PS T-79N R -5W SECTION 30 RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES (1.E. TREES, PAVEMENT, FENCING, ETC.) VPI + 0.00 - 685 685 NOT SPECIFICALLY REMOVAL AND OR REPLACEMENT IDENTIFIED FOR K = 9 ' Len I O:OOft 680 PROPOSED 680 PROF HLE-4 RAO 675 +0.507. _'._ _ - -__ 675 ST A. 115 +51.5 ECT' TO %ISTING' CO 670 EXISTING G OUND 16"# WATER MAIN BURY 670 ¢ ROADW Y EXISTING I6 "V�w 665 OIP W / TER MAIN 665 PI +75.30 Iv 671. M 80.: 0 0 150 OOft 655 655 DO co P au o n co P N m -� a r o m m P N P i� V v m io N n N P O N m V III (O I� c0 111 01 W t0 RI O DO If1 N P V' 111 Ifi Ill N N N 111 Ln 111 111 N V < v c m 1'1 m N N N r N r N n N r n r r r n 1- r n r n n n r n r n co n r co co r co r w r co o (0 DID co ro co 112 +00 +25 DO +50 _ NO +75 m w 113 +00 +25 TO +50 co +75 _ DO (D 114 +00 +25 W +50 _ DO +75 DO to 1151 +25 co +50 +75 116 +00 +25 +50 +75 117 +00 +25 +50 +75 118 +00 PROJECT NO, 081016 -00 RESIGNED BY: B.HOPREY NO DATE BV REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE, 05/28/2010 CHECIED BY. MOVERS CAD DATE: 6/14/4010 10:31:41 An DRAWN Bn J.DEBOWER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®.03 C40 FILE: %: \OMVE \2008 \OBI016 -OD \CAD \Plans \0 810 16 -00.003.SHi Cm OF IOWA CITY, IOWA PLAN AND PROFILE I © SCOTT THP. STA. 121 +79.23. 22.9' LT TO O /. / O E & L PRYBIL O . =" T -79N R%5W / ® STA. 122 +19.44, 23.0 LT O �2� O TEMP, CONST. EASEMENT SECTIO 19 O REMOVE 40 LF OF 18 INCH CMP + + - - - - O+- - - - - - - - O+ / - 20.00. / xj 6 11 yQ� /� 9W� %� STA. 119 32.0' LT W P/ HYDRANT ASSEMBLY O �"' / / 0 O ROP ED R/W O + O _ _ GR. EL. = 673.6 -' `i''N " .. •r ... +. i.:;: /\ 0: I l + \ -_� -1 STA 119 +21.00 40.0' LT ,� _ - `,:. �, `•,: 16"0 BUTTERFLY VALVE - GRADING LIMITS -� / i 7-- - ASS 52 ')f:;'; ...:.; t,; I a ' w N, ti IV a \ / � IWA ERB MAN ..: j \ GRADING LIMIT 5� 0 C151 f 2 1Q (I• a h]: r.3 / 3 _..CLASS 52 WATER MAIN ROPOSED„ /W k R/W W � ' / 7- ' S f B _rIl 12 ny -16 v u 16° u I6" 16° u 16° V 16" W 16° u 16° H / 16' VI 61 1L 1 "�/. 1D ' 'del I _ _ 2 + - - _ - - �L'V _ R{W - R/W .. _ R/� - - - _ 2 (STING RsH �- 9 _ RHW TI _ 7l i l - - - N �./ O -:_ ==CPU 5T1- - T2 _ T m. - 420TH STREET e _ • - GIg n 670 - STA 122 +65.76 _' • .- n r STA, 31 +58.98 '.(FUTURE R0,) , _ - - + / - - '- - - - - - 4 � y ' E %(STING R/W N _ - - - - - - SANITARY EWER SANITARY SEWER - - - - _ - _ - R/W f - - - � -R tlrr _ - _ EXISTING R/ f R/W R/ - PROPOSED R/W 1 PROPOS 0 24 "0 UNDERORAIN -oom!F -C- - -- _- - PROPOSED R /... - y-{- -/ N__- 12'0 DIR�CLASS \ -, -- _ - - - - - =- R ING Lj ITS/ REFER M.15) O6 L�1 DEFLECTION OF WATER MAIN III / / STA 122 +31 22 87.1' LT 1EGINM P 66.9' LT i / 22 +32 CONST, EASEMENT O 7 ® BLY ®GRORE NT SHEETS - - - -TEMP. _ - - - _ - -� 5T y 89AE RT 674M• / r / Y' 1 D 0 20 �`�- � © SANITARY SEWER INFORMATION LT 12AF M22+ PLUG SCOTT THP. STA. 122 +30.80. 70.0' RT FEET I6 x M,J. CROSS + STA. 118 +04.13. 28.3' RT TO 1 STA. 123 60.00. 38.0' LT 14 HYDRANT ASSEMBLY of T-79N R-5W 1 © STA. 118 +08.96, 21.3' LT REFER TO H SHEETS FOR REFER TO M SHEETS FOR STA 122 +32.25 42.1' LT HYDRANT ASSEMBLY CHARLES W. & FLORANCE T PHILIPS O9 1 SECTION 30 GR. EL, = 674.1 REMOVE 50 LF OF 30 INCH CMP RIGHT -OF -WAY It STORM SEWER INFORMATION GATE DR. EL. = 676.1 12 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES IPI +75.)0 685 N.E. TREES, PAVEMENT, FENCING, ETC.) - 685 NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT < -107 -en 150 00f 680 680 p OPOSED P FILE GR OE EXISTING. GR UND -0.60 675 @ L RDA -._ - . 675 + 5.5' MIN. 7.0' MIN. - URY -(TYP ) BURY r 70 TWIN 8 "0 STO M SEWER Q^�"x". ^.�' ,"'r'.. - :.�' !` 'N'4'...s ^'.r.. - '"�.'' .,"`,Y «:i` .MYv. 7 Ni+ Y'.rn✓s- *Y "'r +`' .+`J"rvwr^r'sr.-- 1 ai IB WATER M IN 1-Mom -7777771 665 STA 18 +76.00 665 NET ` ELEV - 667.50 @ 16" WATER MAIN= 662.55 STA. 11 +66.00 °2 "+2 ' RCP 660' " I U qD5ROPAIN 660 16'0 M. -ELEV. - . 22.5' 661.50 VERT. BEN I TA: IlB+ V of ST . 118+18. 0 0 � .J. I6 BEND 2.5 1 2. VE T. BEND M.J. 22 5- VERT, LEV: '. ='.6 1.50 ELE 667: 0 :STA. II7 +98.0 TO STA: 118 +98.0 o 2.0 MINIMUM VERTICAL CEARANC 6 MO LF 0 I6 "i R STRAINED JOINT WA ER MAIN 655 nN .-, .. .. ... .. .. .. .. .. .-. ... .. A,[ �N N Cl P'1 C) 17 M V V V Y V N N 111 IP 111 In In to n m m tD cO O 118 +00 +25 +50 +75 119 +00 +25 +50 +75 120 +00 +25 +50 +75 121 +00 +25 +50 +75 122 +00 +25 +50 +75 123 +00 +25 +50 +75 124 +00 PROJECT NO: 081016 00 DESIO \£D BY, B.HOPREY RO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET HD. PROJECT DATE, 05/28/2010 CHEC<EO Br s.SOVERS CAD DATE. 6/14/2010 10:31:43 AN DR A M er, J.DE6o a- FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®,04 CAD ERE: %, \OM \IE \2008 \0 810 16 -0 0 \CAB \Pl. \0 81016- 00_BOLSHi CITY OF IOWA CITY, IOWA PLAN AND PROFILE o STA. 80 LT OO 9 VAiVE LT SCOTT END DEFLECTION OF WATER MAIN HYDRANT ASSEMBLY 16Af UT TEROO T• 9N R -5W / GR. EL. = 674.9 CITY OF IOWA CITY $ CTION 19 1 O O O O O O O O O O O O I j0 1 Q + + Ill + n Lf) W 4 + O N { L PROPOSED P.1-CE, _ _ _ _ AD - LIMITS _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I6 "f DIP CISI _ I PROPOSED CLASS 52 WATER MAIN R/ _ ---- _— I 11.7 I1,r' - _ __ _ _ 2 3 16" V IV V IV V I6` Y TV V IV Y _, 16` V 16` V�, 'I6` Y 18" V IV Y 16" V 164 V IV V 16` PROPOSED 15 "f SANITARY X STING R/W � E1 'Af � �- ICI:u/r i i IU.Tl R/W -/ - R/W R/W -- SEWER R/W ': - R/W R/W l�rr � R/W � , °.. - a TI _ _ _ TI T2 i N rt 615 ,g -. R/W + - R/W / R/W R /k� R/W R/W R/N EXISTING R /W� �s /v m i R/W �i -R /W iI i I `_, R/W /W \ R/W -- - -- i — - _ - - — - - - -% 0 P.U.E. PROPOSE_ HOP I_ _ USED R/W GRADING LIMITS � �� � � - � I 171, 1 N FEET 0 SCOTT TWP. REFER TO H SHEETS FOR REFER TO M SHEETS FOR REFER TO S SHEETS FOR T -79N R-5W RIGHT -OF -WAY IN STORM SEWER INFORMATION SANITARY SEWER INFORMATION CITY OF IOWA CITY SECTION 30 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES 685 (I.E. TREES, PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR AND OR REPLACEMENT 680 EXISTIN GROUND @.¢. RO DWAY. 675 675 1 +I.00% 5.5' MIN. BURY PROPOSED F 0 W TER MAR = 670.96 r .,. ✓` PROFILE GRADE 2 RC €W FR `- _,- ...��r�-.?„�'?.�. a „ter MAINTAI 18" SEPARAT ON. MIN. VPI E25.00 Elv 373.81 K. c. 94. Len 150.00f &64 655 655 40 ^ co .-. co -- co a a• m a to cO co .• OJ 40 O .• !7 m - N � co - co O M Ifl O CO r N V N _ O !1 III CO O Cl In n r n n n r r r r r n n n n n n r r 10 n m 4o co 4o co co to 4o co 4o co co co co m 4o co co co co 4o m co co 124 +00 +25 +50 +75 125 +00 +25 +50 +75 126 +00 +25 +50 +75 127 +00 +25 +50 +75 128 +00 +25 +50 +75 129 +00 +25 +50 +75 130 +00 PROJECT NO: 081016-00 OE6IGCE0 BY: O.HOPXEY -- M1'0 GATE OY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET R0. PROJECT DATE: 05/28/2010 cHEC <E0 0r: ssOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®,Qrj CAD DATE. 6/14/2010 10:31:46 AM CRnuv en J.DS60.'ER AND PROFILE CAD FILE: x: \DM\IE\2008\O81016- 00�CAD�PIa ",ADamts- OD_DCSSxr CITY OF IOWA CITY, IOWA PLAN STA. 30 +40.00. 38.0' LT QI 7 SCOTT TWP. 2 STA. 134 +40.00, 38.0' LT 3 STA. 134 +43 1.00 4�.0' LT ASSEMBLY O STA. 134 +97.24 11.9' LT TO STA, 135 *27.63, 12.2' LT HYDRANT ASSEMBLY OR. EL. = 678.7 / 0 1, O �O CITY O OF IOWA CITY O T -79N R-5W SE PION 19 HYDRANT I6') BUTTERFLY VALVE OR. EL. = 682.7 :i' 0 p REMOVE 30 LF OF 15 INCH CMP 6 STA. 135-72.27. 11.8' LT TO STA. 136-04 IOF ol5 I/O o I +� REMOV� 32 LF INCH CMP PE I �� I _�� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ♦ _ _ GRADING LIMITS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ I_ _ _ _ _ -_ �. _T'ROPOSEO I P.U.E. _ _ _ _ _ _ _ _ _ _ _ _ (T POV TREES . PI20POSE /W 1LAS DIP C151 CLASS 52 WATER MAIN _- _- - -- _- - __ `f %(� ! Ifb.l f' lm'I I IJ J-4,; f'�s ! 'I'llo _ - _ -i16° - _- -E— IV If I6° v I4" v 4. IV W R7Q IB° tl i6" v 14° v 16" w— v 16" v 15" v 16° IB ": v > .2 I " Y 16" W — V- {� PR OD+ SED 15 "d SANITARY 1 EXISTING R/W I I (TYPJE �'71 R/W — Js' R/W / R/W $EWER R/W - RYW O � 0 I a`5 CPR 112� O L-L _' -.,.. T2 "TI 12 T( -'- ®� _ - TZ _ 420TH STREET — T1' 0, TI TL 68S ! seo 11 _ I1 l - - _ TI - __. O �I R/W Y%� � _- R/W R /W��� R/W R/H R/N � R/W A \ EXISTING R/W PfJ POSED R /W� � fi1 R/W "- ______ .- o _.R,2W -_ - _- _- _— R,44 -- �W 7 _____ R /W_T__ -.__ _� R/W GRAD NG LIMITS _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED _ _ _ ___ / _ _ _ - _ _ / _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ _ _ _ _ _ _I _ _ _ _'- / REFER TO S SHEETS FOR SANITARY SEWER INFORMATION r D 20 F, EET � SCOTT TWP. O STA 134 +80.10. 25.9' RT TO 4 _ REFER TO H SHEETS FOR REFER TO M SHEETS FOR CITY 7 OF IOWA CITY T-79N R -5W STA. 135 +18.02. 26.3' RT REMOVE 40 LF OF 15 INCH CMP RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION SECTION 30 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES 690 690 PAVEMENT, NTIFIEDFO TC ! NOT S ECIFICALLY IDE R - REMOVAL AND OR REPLACEMENT EXISTING GROUND @ b: ROAD AY 685 685 fit: 680 680 5.5' MIN PROPOS D ""�a-'�� _ .L Y BURY PROFIL GRADE.. '"�:r,. -- � ry 675 675 670 670 665 665 660 _ 660 Lo co -- co m 40 111 W O M 111 N O m U1 N W O O N n n 00 00 RD N O 03 P (� N W O' Q' O' O O M N O W O 1? N N N !7 M N CO CO (9 °) n n n n n n n n n n CO OJ W m OJ 00 N W °3 co Lo co Lo \o Lo Lo co co <o Lo m co to _ Lo co co co co Lo AD io DO Lo Lo Lo 134 +00 +25 +50 +75 135 +00 +25 +50 +75 136 +00 130 +00 +25 +50 +75 131 +00 +25 +50 +75 132 +00 +25 +50 +75 133 +00 +25 +50 +75 PROJECT 1:0: 081016 -00 DESIGN"' BY: B.HO"EY DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET l:0. PROJECT DATE. 05/28/2010 CHECKED BY: MOVERS NNO ZDATE rayllREVISION FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®,06 CAD DATE: 6/14/2010 10:31:48 All DRAWN SY: J.OEaouER -- PLAN AND PROFILE CAD FILE: %{ \OH \IE\ 2008 \081016-00 \CAD \Plenz \0$1016-00.006.SHi - CITY OF IOWA CITY. IOWA 2 Q7 SCOTT TAP. O STA. 138 +40.00 38.0' LT Q STA. 138 +80.00 75.0' LT © STA. 139 +44.00. 26.0' LT Q9 CITY OF IOWA CITY T -79N R -5W HYDRANT ASSEMBLY STA. 36 +82,00, 44.0 LT STA. 139 +85.00, 27.0 LT MAX J. & LAVAUGHN M. NEPPEL SECTION 19 GR\EL. - 685.6 * REMOVE 38 LF LF FENCE T TO REMOVE 2 STEEL FENCE POSTS (AST NO. 400) / O O STA\. 138 +4 L00. 45.Oit_T -I O O O 0 DI O 5I LT O g,Q O 16' f'IjUTT VALVE ` STA. 139 +41.30, 15.8' } 45.0,) +\ REMOVE 52 LF OF 10 INCH PVC II +' } 1 `} O STA. I g +g 0600 LT/ O O STA 1 7 +0 0 00 I6 M.J. PLUG _ / SK- M — — LC }PROTECT 1 TEMP. CON$T. EASEMENT_ - PROPOSED P.U.E_ ' GRADING LIMITS_ _ - - - 71AIN I6 "i DIP 152 EXISTING / qpp REMOVE TREE CLASS 52 WATER PROPOSED R/W _ , " ." " TREES ITYP �" i :'' _— __ — __. _ _— __ _— __ _ _ _ IIry L� _ '� f�• -C /' y _/l FUTURE - -� i 2 / Q �' �- -" EXISTING R/W -' SANITARY S %• - -- ' PROPOSED 15 "y 1 3 (BY OTHE S1 t o € vQ 8 SANIT� SEWER /w 1, F 1_ e✓ I - d/u R/w R/w 7 R/w /w , . � � Al 'o MM �� T OI'� ORE ORE E OiP ORE BH Ow a ONE ORE f'. .� OHE _ _. T l - \ gµ�.+ -- OryE OHE ONE � _ _T1 \ _. _ I _. Ti — ,U .�°r _ T _ _ — — _ _ _ _ r — '_ - - -- ' 420TH ISTREET ses � ' �-- a ,. n STA. Id0 +.6.36 - -'= Oq5 END. - PROJECT - qo e — - - ., ei JJ — — — — _ — T1 6 _ — — — — - — - — - TT - — - - — / — _ TI — — � TI 009 - EXISTING R/W — - < 9 -I _� [t -- __� _„_ _ __ _- - R/W /W J GRADING LIMITS / R/W P[20POSE0 R/W CONTRACTOR TO INSTALL 495 LF OF .� PROPOSED P.U.E\.-- '-- - - - - -_ ORAA. 137 +29 SAFETY FENCE 14T1 +78 - --- TEMP; CONST. EASEMENT - 9J- /LEW. CONSTEASEMET — — — — — — — _ _ _ " - - — — a N i I REFER TO S SHEETS FOR - / 1 20 SANITARY SEWER INFORMATION FEET © SCOTT TWP. REFER TO H SHEETS FOR REFER TO M SHEETS FOR T -79N R -5W CITY OF IOWA CITY RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION PRYBIL FAMILY INVESTMENTS SECTION 30 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES - q (I.E. TREES, PAVEMENT, FENCING, ETC.) JP1 +75.)0 - 9 NOT SPECIFICALLY IDENTIFIED FOR Iv 685.31 P 5:0 REMOVAL AND OR REPLACEMENT . Elv 384.35 __ 91 en 160 OOft K _. 139 90 Len 50.00ft 690 No 6ROUI 5T + @ ¢ OADWAY END, PR JECT MATCH XISTING PGC = 83.34 685 _ _ _ _ _ 685 0.6,/ - +1.00 % 5.5' MI . PROPOSED BURY ST . 138 +80 00 680 PROFILE GRADE 16'9M.J. JG 680 PIE ..._ _. , w .._,.:., ,_ _...,,.�,.- _. u. 675 _ 675 40 LF OF 16 ".9 RESTRA NED JOIN -: WATE R MAIN 670 - 670 665 665 i0 .• m -- m In m r ry o O -- O m O' m r -• m 10-.2-- V ED In v V OD 00 DO 00 DO N DO W W OJ W tO N tp O 136 +00 +25 +50 +75 137 +00 +25 +50 +75 138 +00 +25 +50 +75 139 +00 +25 +50 +75 140 +00 +25 +50 +75 141 +00 +25 +50 +75 142 +00 PROJECT NO: 081016 -00 CESIG\EO BY: B.HOPKEY RO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT DATE: os/zenlm a2ECxeo er: ssovERS 'E"x" ....�.. FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ®.�% j CAD OATS s/M /5128 28:92st nn Br. PLAN AND PROFILE CAD FRET xnDH\[E\ x008\ O8IOD- OO\CAD\PI�.\DSIms- oo- DOZSHr CITY OF IOWA CITY, IOWA 10: 13 1 j71 0 a / / ' / % I v� , �-1 �� S�PTIC F15LD DRAI TILE OUTLET; ' -" - - -- - -r, r' _ - -- 'CHARLES W & FLORANCE T PHILIPS 6. ' i - -, CONTRACTOp SHALL OTECT DRAIN TILE �' AND, MAINTAI POSIT[ OT DRAINAGE FROM -, C\ _._ , r - -- PROPOSED R/W E %ISTING R/W ti O� /o / -- TILE OUTLET TO ADJAC T CULVERT EXTENSION '' \ \O O GRADING LIMITS �' -! - - - - -- -- P „-„ �-� '--�- -'- \ R/W O +_ � M �� _w_ (h -- __ —_ _ s> L0 �._ .. qpp pp I i 2U�U DING LIMITS l \ ) -.. \ M L EXISTING R/W ��� N l:' €- �T,,)!iV % x R/W _ 9 A Sy _1 ss£ _ WO \ O[ 019 - - -- -- O(9 _ _J �•- ^- �°.�.- ."`^ "„ -rte' — -.._ - _ - 00100 +001e7S10d STA. 100 +00.00 (420TH ST.) US HWY 6 STA. 321 +35.00 (U.S. HWY. 6) b 671 -- — — — — — — -- - -- - __,,. _ _ --e __..- ,:.'. _- -- -_ 5 _._. _. _.__. 665 665 —.. _ —_... _.....— __. _ _- -:v - _.- -_- CPN I _ _.- __ ' _ __ -_. 1- - -_. -..- 665 _ _._. A — `d ,_ -- -- _. —6-- -- - 1 STA. 322 +22.00 - 63.4 LT TO - C� STA. 325 +45.00 - 60.5' LT REMOVE 323 LF OF FENCE ��(� 0 20 FEET EXTEND 24" RCP CONTRACTOR TO INSTALL 356 LF �Gjj,T'(J REFER TO G SHEETS FOR REFER TO H SHEETS FOR REFER TO M SHEETS FOR WITH 18 LF OF 24" RCP W/ FES OF TEMP. FIELD FENCE AT THE RIGHT- OF-WAY \ HORIZONTAL ALIGNMENT INFORMATION RIGHT -OF -WAY INFORMATION STORM SEWER INFORMATION F.L. IN = 664.01 STA. 322 +52 TO 325 +60 LT. F.L. EXIST.= 663.28 NOTE: CONTRACTOR SHALL BE RESPONSIBLE 685 FOR DAMAGE TO EXISTING FEATURES 685 G.E. TREES, PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT 680 680 EXI TING GRC JND '. 675 . AWCUT 675 670 670 +100% 665 '4 A6 665 6 +00.00 . TATA. 322 25.00 25.0 TA, 322 50.00 667.66 LEV, = 364.16 FWLEV. 660 660 STA. 32 +45.00 ELEV. 664.16 655 655 io w -� v co c0 v co -• a m co co -• v w DO -• m io - a Do co v o v v v ui tri Iri m ui to co \o to Do co co co To Do n co r co io to w w w to w w co m w to m w to w co AD m m m co _ +00 +25 +50 +75 322 +00 +25 +50 +15 323 +00 +25 +50 +75 324 +00 +25 +50 +75 325 +00 +25 +50 +75 326 PROJECT N0: 081016-00 0E610S£D BY: B.HOPXEY -00 DESIGNED Y �'0 DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE: 1016 D BY, S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS HWY 8 RIGHT TURN LANE E.01 CAD DATE: 6/14/2010 10:3167 An 09 sr: J.oceOUEa PLAN AND PROFILE CAD ERE, X: \ON \IE\ 2008 \0 810 16 -00 \CAD \Plane\081016 D0_EOLBHT CITY OF IOWA CITY. IOWA 10: 13 1 j71 ETA. 1 102 +8631. 52.5' RT O INLAND TRANSPORT CO -�� I �� O O 1 STA. 1103 +86.15. 34.1 RT O ,_ _� + ( O O > I Q I i ® REMOVE 100 LF OF + 1 CHAINLINK FENCE I .z I I *39.86. 15.0' RT + z + STA. 2111 m "' © RELOOATE MAILBOX (\I T % 11i I � (SEE NOTE 5) 1 O �, .-a J .-. % /� I� k 1 I ;,.' 3 STA 1103 +92.22. 15.6' RT .--: O .-. 1 RELOCATE MAILBOX 1 STA. L103 +43.5 to 1103 +86.2 L 1 REMOVE SIDEWALK 0�7 I I I I' 11 e �� I STREB INVESTMENT�PARTNERSHIP LLC " p I I I _ - ROPOSED R/W _ - '�� -�- =1 I t a ��� LU� I I.} TIC 1��' GFiA 1 G HITS g11 E ° WA CtAMPLlT ING ��' EXISTING P.U.E 0 v O °� I EMP. CONST E S MENT I A N �� EXISTI G P, U.E. � mo ._.__ ___F.__ _____________ III _____ ___ __ ( � a_ 4t c,_ �� \ m T G2 4 (kN i CRB 3 !7 - I m -- ,. .. EXISTINV /W EXISTING R/W ___.— 'A / Q� I —� - __ , I ✓ — — _ _ — -- W3 — _ I 5���; Nc N II I \� p COMMERCE DRIVE x "; i I Lm I INDEPENDENCE ROAD 1 gl3 I \OYk 'I STA. 1103 +86.15 I __ I �1, I' STA, 2111 +50.15 (420TH ST.) �x END ECONSTRUCTION STA. 110 +!25.47 END RECONSTRUCTION e _ r STA. 1D+ 47 Z ! 25: (INDEPENDENCE RD.) N 3�. EXISTING R/W x;1 mEXISTING R/W 1 R/W RA � m r 1 /�- -�,. ro- EXISTING PU.E. I, � � o EXISTING P.U_E._ _ 41 i I I � � 2 � ro _ _ _ _ _ _ _ _ c I ( I � � j ���PROTECT TREE _ _ _ _ (TYP.) C 2 •' 'I I MP. CONST. EASEMENT SE �; , a o 1(j TEKE ENTERPRISES INC. I PROTECT SHRUB �I D R/W I �TA.11102 _ PROPOSED R/W +84.50 55.47' RIP =1 m > II $TA. LL 1103 +68.70, 33,69' FIT 79 LF OF 72" CHAINLINK 1 INST hENG PRIOR TO REMOVAL OF 1 ( I -+9 m EXIS ING FENCE (SEE NOTE 2) S A. 02* 15.0 (420 H STJ 111 ji 1 1,� I' I. II I TEMP. I as ® $$ CONST, YYYZ 1 (Z EASEMENT e oA° Si 1102 +15.11 (C� ERCE DR') 1 i h +� o �° GRADING LIM S y REFER TO H SHEETS RIGHT -OF -WAY INFORMATION FOR m i +28 A6 i110 4' RT °, 0 20 !' i .I I ( 0 20 © RE14OVE RA -40 STORM SEWER INTAKE FEET O FEET REFER TO M SHEETS FOR REMOVE 16 LF OF 6" HOPE TILE REMOVE 58 LF OF 15" RCP STORM SEWER INFORMATION BUDS TIRE AND REPAIR SERVICE INC REMOVE 57 LF OF 12" RCP PI +75.0 ....;. NOTE: Iv 672,70 CONTRACTOR SHA4L BE RESPONSIBLE 685 Al - 685 685 FOR DAMAGE TO EXISTING FEATURES (I.E. TREES, PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND ORiREPLACEMENT 685 en. 160.. Oft. _ ! -- '- 420TH STREET VP +76.00, 680 - 680 _ 680 680 - m EI 674,29 XISTING ROUND EXISTING GROUND n CL ROA (WAY '- `r Le 50.00 t @ CL ROADWAY 675 N - 675 67 2. 675 2.00% - +1.72% ._ _,. ...:._ 70 - YPI ST 1102 +3 'NO RECON TA, 1103 TRUCTION 86.15 70 670 V I STA, 2110 - +86.97 _ ND RECD 6TRVCT1011 70 TIE EL V..= 6.72.4 ELEV. = 673 66 . ................ TA, 2111 GL ELEV, 50. 5 - 673.67 .50 G L ELEV. = 673.26 j TI :_... '..._ 665 665 665 660 - 660 660 660 N W N 0) O !7 O O 00 n N n N n N n N n N M n n to n V n K n Ol n m n +25 +50 +75 1103 +00 +25 +50 +75 1104 +00 1 +50 +75 2111 +00 +25 +50 +75 2t12 +00 PROJECT NO: 08101600 RESIGNED BY: B.HOPKEY NO DATE BY RnDSIO`1 DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT DATE, 05/2812010 CHECKED BY: S.SRVERS FROM US HWY 6 EAST TO CITY LIMITS COMMERCE DRIVE AND INDEPENDANCE ROAD E.02 CAD RAT, 6/1412010 10:32:02 AR RRMI BY: I (VOCVER CAD FILE: x:\CM\IC\2008N 081016- OONCADNPl° \081016- 00.EO2.SHr CITY OF IOWA CITY, IOWA PLANANDPROFILE - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - T control Point #1 Set 578" Iron Rod ♦,P \\p \\p \�P N. 599387.000 41 5� E: 2192257,972 y�Q• P \p \\p IV L- - - - - - - - -- - - - - - - - - o ' I Z w O SIGN °a z \\P lO O3 W T ?4 d\ S \\p> : Z 5 H 5� 5� LL ]O SIGN 756, '] SIGN Of \\P \P w 51 K �V 1\1 %V Fa- Q SIGN ED (0 3 PK NAIL IN POWER POLE D' 4 10.0' FROM EDGE OF PAVEMENT ED DO °z Control Paint #5 _ O 420th STRE T w 6P -5 P .POSED SANITARY SEWER LATERAL Set V. Iron Rod U CP -3-4!' - ® CP-12 CP -13 N: 599619.756 CP -80 CP -1 �y E: 2194547.253 A O /\� \\A .� 1LP PROPOSED ROPOSED SANITARY SEWER NDERDRAIN 420TH STREET / OO CONTROL POINT DATA NO. LOCATION NORPUHC FA5IINC DESCRIPTION ELEVATION 1 STA. 111-91.11, 336.24' LT 99387.000 2192257.972 SET IR 669.18 3 STA. 123 - 06.21, 793.15' LT 99608.754 2193293.788 SET IR 674.04 4 STA. 1371 28.33, 86.98' LT 99568.51D 2194088.005 SET IR 669.08 5 STA. 141 - 10.42, 68.06' LT 99619.756 1599514.431 2194547.253 SET " IF 674.09 12 STA. 1411 92.62, 956.63' FIT 99578.750 219597.155 SET IR 681.31 13 STA. 141-83.44. 1405.24' Ri 2196025.576 SET IR 685.12 86 STA. 107.03.84, 428.16' LT 99519,300 2191865.010 USES BENCH MARK DISK IN A CONCRETE MOTAM.ENT 666.44 N I NOT TO SCALE HDfl ]ONiA nAi M I6TORMAi 01• STATE PLANE 0 IATES IOWA 80uTH 200E (140). NAD 83 11998), JOHYSON COUNTY THE VEF L AISMf USED FOR THIS PROJECT IS BASED ON TODNORTHC AMERICAN (VERTICAL DATUMT MUM E04AV06886) AND ilEO REFERENCE TIES Control Point #3 Set %7 ' Iron Rod w N: 599608.754 Z E: 2193293.788 w O Z w 0 wo bD SIGN ao 3 Pr z - .o -' 75_87 �`0 jqi 420TH STREET Q1 PK NAIL IN POWER POLE R STOP SIGN SW CORNER OF ELECTRICAL BOX control Point #12 re Set " Iron Rod N: 599578.750 E. 2195577.155 O O TTz - 136.25' _ _ - 130_26_ 420TH STREET 152.40' O FENCE T -POST i TELEPHONE PEDESTAL O NAIL IN TOP OF WOOD POST 19 TELEPHONE PEDESTAL 3O 19.84' FROM X NAILS IN WOOD POST 3 PK NAIL IN TELEPHONE PEDESTAL Control Point #4 Set % Irpn ,Rod N: 599568.510 SUBJECT T O CHANGE F. 2194088.005 SHEET NO, NO 1 er 3 Q .pro A201H f S,TfE T, �s \O U CL ENO OF 30" CMP (2 ) CL END OF 30" CMP O3 4.54' FROM EDGE OF PAVEMENT Control Point #13 Set 578" Iron Rod N: 599514.431 E: 2196025.576 2 \ rO O 9y. \ es2. 20TH STREET\ rye^ r •e O PK NAIL IN POWER POLE Q PK IN 36" DECIDOUS TREE Q PK NAIL IN POWER POLE Control Point #86 GPS MONUMENT N: 599519.300 E: 2191865.010 IYIG WAY 6 03 5'. 60.4' O Ow o> Imo' N I Q POWER POLE WITH METER O CENTERLINE OF GRAVEL ROAD 3Q 1.8' FROM WOOD CORNER POST PROJECT No: 08101600 RESIGNED Br, B.HOPKEr 420TH STREET IMPROVEMENTS SUBJECT T O CHANGE SHEET NO, NO DATE er REVISION DESCRIPTION PROJECT DATE: 12734/5678 CHECXEO BY: S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS G.01 CAD GATE: 57n72O10 12:17:06 PM ORM Br: J.OEBDuER CONTROL POINTS & REFERENCE TIES CAD FILE: X. \DM \IE \2008 \081016- 00\CAO\Pla ":\061016- OD.601.SHT Cm OF IOWA CITY. IOWA ROADWAY BASELINE HORIZONTAL ALIGNMENT DATA STATION POINT ° NORTHING EASTING BEARING /DISTANCE A D T L E R 420th STREET SE F.I. 100 +00.00 4201 _ 599357.3213 2192376.8713 N 310 41' 37.42" E / 28.5626' _ P.C. 100 +28.56 _ 599381.6243 2192391.8774 N 31° 41' 37.42" E / 189,7462' _ _ P.I. 102+18.31 _ 4202 599543.0733 2192491.5660 N 880 37' 14.86" E / 189.7462' 6° 55' 37.44 R _" 16° 22' 12.80" 18 62 9.74 347.7477 48.1251 350 P.T. 103 +76.31 599547.6404 2192681.2572 N 880 37' 14.86" E / 1565.3748' SANITARY SEWER MAIN HORIZONTAL BASELINE INFORMATION No. STATION NORTHING P.C. 119 +41.69 P.I. 122 +25.70 4203 599585.3179 599592.1540 2194246_1784 2194530.1110 N 880 37' 14.86" E / 284.0148' S 880 07' 31.84" -E/ 284.0148'- 3° 15' 13.30" RT O° 34',22.65" 284.0148 567.8770 4.0324 10000 P.T. 125 +09.56 599582.8638 2194813.9738 S 880 07' 31.84" E -/2357.272V P.I. 148 +66.83 4204 599505.7570 2197169.9850 N 880 49' 23.53" E / 2610.3906 P.I. 174 +77.23 4205 599559.3680 2199779.8250 SANITARY SEWER LATERAL 420TH STREET HORIZONTAL BASELINE INFORMATION No. STATION NORTHING - BEARING /DISTANCE COMMERCE DRIVE 1 +00.00 3 +05.34 599617.6701 599612.8478 2194609.6723 2194814.9552 S 881 39' 15.49" E / 205.3395 S 880 07' 31.84" E / 2322.656 26 +28.00 599536.8733 2197136.3683 ... P.J. 1102 +15.00_ 1111 599507.3849' 2192526.5215 27° 47' 09.77" W / 39.5880' P.C. 1102 +54.59 P.I. 1103 +19.86 COM2 599542.4082 599600,1562 2192508.0667 2192477.6376 _N N 270 47' 69.77" W / 65.2745' N 010 28' 48.76" E / 65.2745' 9° 15' 58.53" FIT 22° 55' 5.92" 65.2745 127.6981 8.3810 250 P.T. 1103 +82.29 599665.4089 2192479,3236 N 010 28' 48.76" E / 132.7139' P.I. 1105 +15.00 COM3 I 599798.0785 2192482.7520 INDEPENOENCE ROAD _ P.I. 2110 +25.47 1 INOY01 599563.2652 2193330.2254 N 010 02' 56.81" W P.C. 2112 +24.62 INOY02 599762.3880 1 2193326.5790 - FUTURE NORTH /SOUTH ROAD ... P.I. 18 +4254 9 596271.8241 2194602.4631 N 010 24' 11.23" W / 1321.5766' P.I. 31 +64.12 03 599593.0045 2194570.1022 N 01° 02' 00.60" W / 2578,1924' - P,I. 57v42.31 04 -6-0-2170.T775 2194523.5994 U.S. HIGHWAY 6 P.I. 315 +00.00 HWY_6.1 599666.4999 2191822.3734 S 61° 50' 23.69" E / 281.6100' P,C. 317 +81.61 599533,5978 2192070.6500 S 61° 50' 23.69" E / 1068.6630' P.I. 328 +50.27 HWY62 599029.2564 2193012.8119 S 40° 42'_39.51" E / 1068.6630' 1° 07' 44.18" R 0° 59' 59,73" 1068.6630 2113.0495 98.8027 J573O P.T. 338 +94.66 598219.1998 2193709.8465 PROJECT NO: 081016 -00 DESIGNED BY: B.HOPKEY PROJECT CATE: 12/34/5678 CHECKED BY: S.SOVERS CAD DATE: 5/17/2010 12:17:07 NET BRAWN BY: J.OE90WER CAC FILE: %: \04\[E\ 2008\ 081016 -00 \CAD \PI°v \081016-00- 602.SHT STORM SEWER UNDERDRAIN HORIZONTAL BASELINE INFORMATION No. STATION 500 +00.00 506 +13.36 510 +05.00 512 +99.55 _ 518 +20,97 524 +44.20 528 +56.53 531 +46.59 NORTHING 599157,8244 598658,2762 598799.9064 598709.0411 598946.0184 599538.8463 599542.2212 599832.2243 EASTING 2192477.7070 2193119.5866 2193248,6909 2193528,8679 2193993.3324 2194185.5947 2194597.9134 2194592.2910 BEAAINq /D16TAl'CE _q_52- 06-28.32- E'/813.3620' __y_42- 21' 03.70" E / 191.6430' S 7 1 6" E / 294.5431' N 6 -• 1:._ 6,4; / - 264.1'5 N 17° 58' 06.94" E / 6 3� "' N 89° 31'r51:7QJ E</ Al2.•3 ?2a' N 01° p6''38 a4 " '/- 990A576' _ N 480 071.010 335 ?12.20,' 534+81.72 600055.9592 2194841.7961 SANITARY SEWER MAIN HORIZONTAL BASELINE INFORMATION No. STATION NORTHING EASTING BEARING /DISTANCE 5100 +00.00 5102+60.00 5104 +14.84 5107 +03.84 5108 +65.02 5109+91.02 5113 +99,48 5121 +18.77 5123 +06.21 5126 +04.21 5131 +13.21 5137 +35.55 5141 +83.44 598750.2434 598801.8159 598804.0950 599093.0388 599096.2491 599008.9176 599120.4047 598678.6360 598817.1580 598725.2263 598956.5560 599548.5452 599552.3144 2191501.2933 2191756.1271 2191910.9504 2191905.2841 2192066.4361 2192157.2613 2192550.2113 2!93117.8489 2193244,1199 2193527.5852 2193980.9808 2194172.9711 2194620.8443 N 780 33' 32.98" E / 260.0000 N 89° 09' 23.84" E / 154.8400 N I° 07' 24.36" W / 288.9993 N 88° 51' 31.58" E / 161.1839 S 46° 07' 24.36" E / 126.0000 N 74° 09' 37.42" E / 408.4594 S 520 06' 28.32" E / 719.2858 N 42° 21' 03.70" E / 187.4372 S 72° 01' 53.06" E / 298.0000 N 62° 58' 06.94" E / 509,0000 N 17° 58' 06.94" E / 622.3436 N 89° 31' 04.17" E / 447.8891 N 1° 02' 00.60" ll / 2583.4714 5167+66.91 602135.3655 2194574.2463 SANITARY SEWER LATERAL 420TH STREET HORIZONTAL BASELINE INFORMATION No. STATION NORTHING EASTING BEARING /DISTANCE 1 +00.00 3 +05.34 599617.6701 599612.8478 2194609.6723 2194814.9552 S 881 39' 15.49" E / 205.3395 S 880 07' 31.84" E / 2322.656 26 +28.00 599536.8733 2197136.3683 ... 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE HORIZONTAL ALIGNMENT DATA SHEEP NO. G.02 1 / I 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 \ 1 1 1 1 1 I 1 1 1 + 1 1 N 1 1 O 1 1 � A 5100 +q 9.40 1 1 .85 LT 1 ST: 0 40 + Q 20 E c I'll w x 0 N Rd : ! 00+ 019' 00+ c OSTA 5102 +60.00 r, 1 STA 5 LT � 1 1 STA 102 *60.00 20.02 LT STA 5100 *69,40 1 1 STA 5100 +99.54 - 39,85 LT 1 1 19.85 LT MENT STA 5100+49.39 1 1 COAST 39.85 LT TEMP , , - 'EpSEMEN _ SP SEWER 11 1FERMANENi N• _ 1 1 .SPN.S - ` N - 5E STA 5100+49 99 di- 40.15 RT 1 STA 510(T+69.99 1 40.15 RT STA 5101 +66.09 STA 5100 +70.03 43.90 RT 45.48 RT STA 5102 +24.77 29.59 RT STA 5100 +96!22 / 60.93 RT PROPERTY OWNER GEROIN RUSSEL A TRUSTEE PROJECT NO, 081016-00 DESIGNED BY: B.HOPXEY PROJECT OATS 12/34/5678 CHECKED BY: MOVERS CAD DATE: 5/17/2010 12 IMI) PH DRAWN BY JDCWONER CAD FILE: X: \DV \IE \2008 \081016 -00 \CAD \Plans \081016- 00- HOI.SHT ! + �0 ! I I I I I I I I I I i I v I_ � I+ IQ 12 i, I I � � a 1 s \A ( ♦ CHAR ES 1 & FLORANCE T WIL16 I I RW PROPERTY OWNER PHILLIPS. CHARLES WM. & FLORENCE T 0 O + STA 510 00 21.65 L O Lo X�l ,74 Q� 1 ?Ai TS4 ' ST _ - _ _ _ _ \ Q 20A00109 +79.54 OOHS jp E1ENi \ \ C) TEMP - \k �\ \ ' TO - wl zl i NSi STA 5113 +44.28 TO STA 5108,40.\16 jEM,p. OO 60.00 ITT w w! 60.00 RT al a STA 5107 +63.82 �I w! 60.00 RT \ i STA 5114 +09.61 'i N! STA 5107 +23.83 20.00 RT ¢I z 20.00 RT STA 5109+91.02 23.06 RT wl dl STA 5109 +91.02 QI w 69.18 RT Sl STA 5104 +34.94 dl 20.0 LT ! STA 5104 +14.84 I 26.35 RT I sln hlUS +/ ./v STA 5104 +14.84 20.00 LT 85.06 RT STA 5103 +74.94 20.00 RT STA 5103 +75.13 60.00 RT PROPERTY OWNER PHILLIPS CHARLES WPI. & FLORENCE T 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA f II I f l )j'i I E I I' i 1'' Oo �fi• X STA 51`13 +45.33 40.00 LT STA 5113 +60.00 �X 20.00 LT •� A/r & \ ,y 1 O O � X � 1 \s �4 FM,o A,y4ry��T 9gS e'1'T R e4SeM\ N I 0 50 FEET SUBJECT TO CHANGE I SHEET NO. SANITARY SEWER H.01 RIGHT OF WAY k 0 ST _ - _ _ _ _ \ Q 20A00109 +79.54 OOHS jp E1ENi \ \ C) TEMP - \k �\ \ ' TO - wl zl i NSi STA 5113 +44.28 TO STA 5108,40.\16 jEM,p. OO 60.00 ITT w w! 60.00 RT al a STA 5107 +63.82 �I w! 60.00 RT \ i STA 5114 +09.61 'i N! STA 5107 +23.83 20.00 RT ¢I z 20.00 RT STA 5109+91.02 23.06 RT wl dl STA 5109 +91.02 QI w 69.18 RT Sl STA 5104 +34.94 dl 20.0 LT ! STA 5104 +14.84 I 26.35 RT I sln hlUS +/ ./v STA 5104 +14.84 20.00 LT 85.06 RT STA 5103 +74.94 20.00 RT STA 5103 +75.13 60.00 RT PROPERTY OWNER PHILLIPS CHARLES WPI. & FLORENCE T 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA f II I f l )j'i I E I I' i 1'' Oo �fi• X STA 51`13 +45.33 40.00 LT STA 5113 +60.00 �X 20.00 LT •� A/r & \ ,y 1 O O � X � 1 \s �4 FM,o A,y4ry��T 9gS e'1'T R e4SeM\ N I 0 50 FEET SUBJECT TO CHANGE I SHEET NO. SANITARY SEWER H.01 RIGHT OF WAY PROJECT NO: 081016 00 CESI&NEO BY: B.HOPKEY CAD,QATEpeX 5/17/2010 000 \081016 -00\ 180 \Plw o0B101BY00'ryO,.DE80WEfl — I 60 08iE BY REVISION DESCRIPTION 420TH STREET IMPROVEMENTS I SUBJECT TO CHANGE FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET CITY OF IOWA CITY. IOWA RIGHT OF WAY SNEET NO. H.04 in: zl, � c P/L STA 114 +70.00 70.00 LT STA 114 +70.00 55.00 LT H EXIST R/W R/W PROPOSED ROW TEMP. CONS T. EASEMENT STA 115 +50.00 85.00 RT F & L PRYBIL O STA 122 +23.77 O 87.79 LT STA 118 +58.66 + 107.52 LI STA 118 +83,68 O STA 121 +78.69 90.00 LT N 114.12 LT ti STA 119 +07.81 STA 118 +39.39 73.10 LT STA 122 +04.59 80.00 LT 58.42 LT STA 11 IT L66 90.00 LT - STA 121 +50.00 STA 118 +14.89 90_00 L- 45.00 LT STA 118 +88.13 STA 121 +36.12 TEMP. CONST. EASEMENT / / g5.OD LT 45.00 LT R/W R/W R/W R/W /PERMANENT A / / STA 117 +48.37 / STORM SEWER 50.00 RT AND ORAINAG[ / EASEMENT/ / / / / STA 117 +26.74 / 80.89 RT / / / STA 117 +75.89 115.30 RT STA 117 +95.68 119.12 RT / CHARLES & FLORANCE T PHILIPS OW WZ It / / / PROJECT 110: 081016-00 OESIGNSO BY: 0 HOPKEY PROJECT DATE. 12/34/5618 CHECKED BY: MOVERS CAD DATE. 5/17/2010 12:17:21 PH ORA" BY. JJNBOWER CAD FILE, X,NDM \[E\ 2008\ 081016 -OD \CAD \Pi -m \081016- 00- R05.SHT TEMP. CONST. EASE STA 119 +09.43 97.00 RT R/W R/W I I I I I I I � FA o I � I � I r I ILL I I I O O t In N STA 123 +93.12 CITY OF IOWA CITY 2Qlruui,` I a IG` I�): 70.00 � \ SO:Lf 1T o N PROPOSED P.U.E. �\2 STA 123 +85.09 _ _ _ - - - R/W R/W 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA R/W R/W R/W R/W PROPOSED ROW _ _ _ _ - _ - _ - PROPOSED-P.U.E. CITY OF IOWA CITY N 0 50 - FEET SUBJECT TO CHANGE SHEET NO. 420TH STREET H.05 RIGHT OF WAY a TRAFFIC CONTROL PLAN 108 -23 108 -23 TRAFFIC CONTROL PLAN � -C4 -69 108 -26 STAGING NOTES oe -3o -ae 108-26 STAGING NOTES oe -oo -ea 04-0489 The Contractor shall employ sound practices of safety and traffic control. These methods and practices shall Include, but not be - Project Engineer: It Is not the intent to confine the Contractor's activities to the PHASE 2: SANITARY SEWER AND STORM SEWER UNDERORAIN limited to, the following: Scott Sovers, P.E. (319)365.q565 (office) areas of suggested stages alone. It is understood that some of 1. Construct the remaining sanitary sewer and storm sewer ylnde(pdainl Foth Infrastructure and Environment (319 1365.9631 (fax) the various steps, though listed in numerical order, may occur 2. Refer to S- sheets for details of the sanitary sewer construct`Ipn.i I. The Contractor shall coordinate traffic control with other 4211 Glass Road NE, Suite 8 (319)430.3432 (mobile) simultaneously, The Contractor may conduct several operations 3. Refer to M-sheets for details of the underdraln construction. projects In the area. Cedar Rapids, IA 52402 concurrently, provided that traffic Is maintained and that these 2. Traffic control on this protect shall be In accordance with operations do not conflict with the staging indicated herein. al l '+ Note: Substantial completion Includes l work as r � yerfrof A.¢e )5 specific layouts shown on these plans. Traffic control devices. - City of Iowa City I sanitary sewer and storm sewer underdraln. This Inc u e$- IP J 1 procedures, and layouts shall be as current Part 4I of the Dan Scott, P.E. (319 1356.5144 (office ) It is recognized that as the various activities related to final surface restoration and permanent seeding. per Manual on Uniform Traffic Control Devices (MUTCO ). City of Iowa City (319)356.5007 (fax) construction progress, certain situations may arise which will '- preclude adhering to the original construction sequence or which PHASE 3: WEILAND MITIGATION (MAKAOA BUFFER EXPANSION); 3. All traffic control devices shall be furnished, erected, Department of Public Works would readily lend themselves to more efficient staging operations. 1, Refer to Z-sheets for details. maintained and removed by the contractor. 410 East Washington Street Should the Contractor desire to deviate from the original plan, a 4. All traffic control signs shall be placed at a minimum of 2 feet Iowa City, Iowa 52240 written alternative plan shall be submitted to the Project Engineer PROGRESS OF WORK: clear of the back of curb or outside edge of shoulder where for approval a minimum of two (2) weeks prior to the proposed changes. 1. Refer to Section 1310, Progress and Schedules possible, of the project specifications. 5. Portable mountings for warning signs may be used for temporary Coordinate with all public and private projects In the area at all Installations of 3 days or less. times. Includes the Iowa City Industrial Campus Project. 6. The proposed signing may be modified to meet field conditions, prevent obstructions and to accommodate construction scheduling Coordinate with the City of Iowa City a minimum of two weeks upon approval of the protect engineer. prior to changes In the proposed traffic patterns. 7. Orange safety fence shall be placed entirely across the traveled portion of the roadway at all locations where Type ill Barricades PROJECT ACCESS: with 'Road Closed" signs are used. The Contractor will have access to the project site from Highway 6. 8. All Type III Barricades shall have Type 'A' low intensity flashing PHASE I: 420TH STREET IMPROVEMENTS ' warning lights. The back side of the Type III Barricades shall be reflectorized by a minimum of six yellow reflectors, one at each PHASE 1, STAGE 1: 420TH STREET RECONSTRUCTION (HWY 6 TO STA. 124 +001 end of each rail, or at least one rail on each barricade shall have reflectorized stripes properly sloped at each end. At full STAGE IA: closure locations, Contractor shall provide enough Type III 1. Install traffic control as shown on sheet J.02 to sheet J.07. Barricades to completely cross the road. 2. Maintain existing traffic patterns along Highway 6. Construct 9. Long term or permanent traffic control signs that conflict with northbound right turn lane along Highway 6. Contractor may specific layouts shown on these plans are to be covered as utilize flaggers in accordance with Standard Road Plan TC -213 directed by the project engineer. If operations warrant the closure of Highway 6 northbound lane, 10. Sign washing shall be considered incidental to traffic control 3. Maintain existing traffic patterns from Highway 6 to Commerce and required as directed by the project engineer, Drive. Begin construction of 420th Street Improvements from 11. All construction signs shall be Diamond Grade Fluorescent Orange Highway 6 to Sta. 124 +00. or White V.I.P. Sheeting or equivalent. (Iowa DOT Type VII STAGE IB: Sheeting) 1. Install traffic control as shown on sheet J.04. 12. The Contractor shall contact the City of Iowa City to remove 2. Construct new connection between Commerce Drive and 420th Street. all permanent street signs conflicting with proposed 3. Complete construction of 420th Street Improvements from Highway 6 Improvements. The Contractor shall remove all other signs as to Sta. 124 +00. Includes sanitary sewer construction from NH 41 to determined by the engineer and they shall remain the property MH #3 and underdraln construction from S -203 to S -206. of the respective owners. This work shall be considered Includes storm sewer and water main. incidental to other work. 4. Construct temporary granular connection to existing pavement 13. The City of Iowa City shall furnish and install all permanent between Sta. 124 +00 and 126 +00. Utilize sealcoat millings for road signs before the roadway is reopened to traffic. the surfacing. The Contractor shall be responsible for malntanence The Contractor shall notify the City one (1) week prior to and repair of temporary surfacing. This work shall be Incidental changes In traffic patterns. to other Items. 14. The Contractor shall place painted pavement markings as indicated S. Install permanent pavement markings up to Sta. 122 +17. by the staging and traffic control plan. The Contractor shall 6. Open 420th Street to traffic. also remove existing and temporary markings as necessary for the proposed traffic control plan. The removal method shall be Note: Substantial completion of Stage 1 will Include all work except approved by the project engineer and shall not permanently damage construction of sidewalks, final surface restoration, permanent or scar the pavement, seeding and opening to traffic. 15. At the time of initial setup or at the time of major stage changes, 100 percent of each type of device (signs, cones, PHASE 1, STAGE 2: 420TH STREET RECONSTRUCTION (STA. 124 +00 TO EDP) tubular markers, drums, barricades, vertical panels, changeable 1. Install traffic control as shown on sheet J.08. message signs, and pavement markings) shall be classified as 2. Construct 420th Street Improvements from Sta. 124 +00 to EDP, acceptable by the requirements of the American Traffic Safety 3, Construct all sidewalks. 4. Open to traffic. Services Association (ATSSA), "Duality Standard for Work Zone Traffic Control Devices - 1992." Throughout the duration of the Note: Substantial completion of Stage 2 will Include all work except project, unacceptable devices or situations that are found on the construction of the sanitary sewer, underdraln, final surface Jobslte as determined by before mentioned publication shall be restoration and permanent seeding. replaced or the situation corrected within 12 hours of initial - notification by the project engineer, PHASE I, STAGE 3: 420TH STREET RECONSTRUCTION (HWY 6 TO EDP) 16. The location for storage of equipment by the contractor during 1. Complete final surface restoration including permanent seeding. nonworking hours shall be as approved by the engineer. The Contractor shall provide a written agreement with the property owner(s) If private property is used to store equlpement. 17. Contractor shall install Type 11 Barricades with "Sidewalk Closed" for all sidewalk closures on an as needed basis. PROJECT NO: 081016 -00 DESIGNED BY: B.HCPKEY NO DATE BY REVISION DESCRIPTION SHEET H0. PROJECT DATE 05/28/2010 CHECKED BY. MOVERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 6/14/2010 10:37:49 AH DRAWN Br JAEBOwER FROM US HWY 6 EASTTO CITY LIMITS J.Q� CAD EIRE: xnoas lE\2o08\De1016- 00\CADSPia, :\DemIe DO JOlsnr CITY OF IOWA CITY, IOWA STAGING AND TRAFFIC CONTROL NOTES F.- I LETTERS BACKGROUND) DETOUR AHEAD \UWE � W20-2 48'X 48" 4201812018 S DETOUR M48 m S N DETOUR AHEAD W20 -2 48"X 48" M4 -6B 420rB SIRO ff oAET�a� M4�9R 130 ^v24 1 M4 -60 M4-9.G (30'k24' H4 -6B 420M SIREtr % 6fOCFifFtiF`i DETOUR AHEAD W20 -2 4roM SIRE) SE 48" X 48" CLOSED lLSf a iNl Att1AE l8i NE EL LE00N W. 11 4 60' x 400 " -� )BLACK Rs 04 O40.h'GE BACKGROUND) M4 -60 v M4-9R DETWR a0 ".24'0 AHEAD y Oo, M4-6B 4roM srREr ff DETODR M4 -8 M6 3 SPEC L 60" x 40" (BLACK LETTERS ON ORANGE BACKGROUND) 21110 ,,'! =i' 15 s� SPECIAL iTV MESI a IXT ANH.F (BLACK LETTERS of - - - I USE ItTRCAY IEfI)1 W. ON ORANGE BACKGROUND) O O ` CLOSED ` SPEC'& O I 2 I M4 -6B 60' x 40" W (BLACK LETTERS N US CND 0 120M 9RET A ON ORANGE BACKGROUND) DETOUR '•ry OE rODR II w M4 -8A ErPE rl eavRlcroE DErOUq PHEPD 6 a • /Row Q IT Ty OR Z TYPE 080.PRCwE cwsco Lmtj W /ROM CLOSED M4-9R $0p I Of W/ ORANGE SISETY FEISE ' 130 "x24 ") DETOUR W20 -2 w EI® AHEAD 40" X 48^ OEt0U1 TYPE mBM1W2.fwE M4 -BA BAS TRE 0 RPM SER)1fE 48'X 4V 20TH STREET SE 500• 500• - STAGE 1 TRAFFIC CONTROL INIK wD Y $OQ, (BLACK LET. B� U M 6 M4` ON ORANGE BACKGROUND) 420TH STREET DETOUR MAP ff"SPCTER � TRAFFIC CONTROL LEGEND SPECIAL 420M SIRIt A 60" x (BLACK LETTERS DETOUR S ROPD TRAFFIC SIGN oN ORA4cE BACKGROUND) Ma -sB -01 $ CLOSED 420TH STREET M4_9R -r TYPE III BARRICADE N DETOUR (30 "x24 ") 4- IK STRETSE 'k ORANGE SAFETY FENCE M4 -9R x05(0 DETOUR TYPE II UWADE CLOSME W/ORMOC SAFTEY FP (3o'xz a „) Kra BAY 6 AHEAD VW AIPRCA9 Lt” R.O. ® STAGE 1 WORK AREA SPECIAL 60" x 40" D11 ACK LETTERS DETOUR ROUTE N.T.S ON OR RGE BACKGROUND) W20 -2 48" X 48" PROJECT N0: 081016 -00 CESIGNPD BY: B.HOPKBY M1'0 GATE BY REVISION DESCRIPTION SHEET N0. PROJECT DATE, Ds /ze /zmo CRECaeo av saovERS L I 420TH STREET CORRIDOR IMPROVEMENTS CAB BATE: 6/14 /2010 Io:3nW AM DRAUN SYi J.DEBOWER FROM US HWY 6 EAST TO CITY LIMITS DETOUR MAP J.02 CAD FILE: Y.\04\]E\ 2006\ 081016- CO\CAD\Plzns\091016 -00- JO2.SHr CITY OF IOWA CITY, IOWA STAGE 1 fy ROW WORK PHEW YO -1 ae ^x a6^ �O 33 VA es 09 00 #so ++ O O + N N ++ t7 N rl _ — — — — — — — — — — — — — — -_ PROJECT NO, 081016 -00 DESIGNED BY. B.HOPKEY PROJECT DATE: 05/28/2010 CHECKED BY: S.SOVERS _ CAD DATE. 611412010 10:37:53 AN [RAW BY: J.DEBOPER CAD FILE, %: \OH \IE% 2008 \081016- 00 \CAO \P[ere \081016 -00- JO3.SHT p 2010 J!.!i! 15 A"! 10: 24 T. CAL CLOSURE AT ACCESS LOCATIONS NOTES: REFER TO STANDARD ROAD PLAN TC -202 FOR ADDITIONAL DETAILS, CONTRACTOR MAY USE FLAGGERS IN ACCORDANCE WITH STANDARD ROAD PLAN TC -213 WHEN OPERATIONS WARRANT CLOSURE OF THE HIGHWAY 6 NORTHBOUND LANE. REFER TO STAGE 1 DETOUR MAP FOR ADDITIONAL DETAILS. TRAFFIC CONTROL LEGEND -r- TRAFFIC SIGN WORK AREA TYPE III BARRICADE x DRUM ORANGE SAFETY FENCE <�= DIRECTION OF TRAFFIC 0 42" CHANNELIZER OR VERTICAL PANEL O F N M v 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS Cm OF IOWA Cm, IOWA I STAGE 1 A X X X` l 0 30 FEET SHEET N0. J.03 �Alp .�. ROAD CLOSED 00+10! 00 O O+ V � M / 1 e / \ N N ' 40` CC US HWY 6 00 #so ++ O O + N N ++ t7 N rl _ — — — — — — — — — — — — — — -_ PROJECT NO, 081016 -00 DESIGNED BY. B.HOPKEY PROJECT DATE: 05/28/2010 CHECKED BY: S.SOVERS _ CAD DATE. 611412010 10:37:53 AN [RAW BY: J.DEBOPER CAD FILE, %: \OH \IE% 2008 \081016- 00 \CAO \P[ere \081016 -00- JO3.SHT p 2010 J!.!i! 15 A"! 10: 24 T. CAL CLOSURE AT ACCESS LOCATIONS NOTES: REFER TO STANDARD ROAD PLAN TC -202 FOR ADDITIONAL DETAILS, CONTRACTOR MAY USE FLAGGERS IN ACCORDANCE WITH STANDARD ROAD PLAN TC -213 WHEN OPERATIONS WARRANT CLOSURE OF THE HIGHWAY 6 NORTHBOUND LANE. REFER TO STAGE 1 DETOUR MAP FOR ADDITIONAL DETAILS. TRAFFIC CONTROL LEGEND -r- TRAFFIC SIGN WORK AREA TYPE III BARRICADE x DRUM ORANGE SAFETY FENCE <�= DIRECTION OF TRAFFIC 0 42" CHANNELIZER OR VERTICAL PANEL O F N M v 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS Cm OF IOWA Cm, IOWA I STAGE 1 A X X X` l 0 30 FEET SHEET N0. J.03 PROJECT NO. 061016 -00 DESIGNER BY: B.HOPKEY PROJECT DATEe 05/28/2010 CHECKER BY: MOYERS CAD DATE: 6/14/2010 10:37:54 AM DRAWN BY J.OE80XER CAD FILE: %i \DM \IE\ 2008 \081016 -00 \CAB \Plans \081016- 00_J04.SHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA cm, IOWA STAGE 1 B FEET SHEET NO. J.04 PROJECT N0: 081016 -00 DESIGNER BYS B.HOPKEY PROJECT HATE: 05/28/2010 CHECKED BY: $40YERS CAD DATE: 6/14/2010 10:37:55 AH DRAWN BY: J.DEBONFR CAD FILE: X. \04\IE\ 2008 \001016-00 \CAO \Pla1s \001016- 00_JO5.SHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA I STAGE 1 SHEET NO. J.05 END ROAD WOR G20 -2A 48" X 24" i ROAD WORK AHEAD W20 -1 48" X 48" LEGEND Traffic Sign • 42" Channelizer or Vertical Panel ® Work Area Direction of Traffic A Spacing = 40' C/O = —•— ®- I Shoulder Line i T I 5 devices Length of Work Area SHOULDER DROP —OFF W8 -99 48"X 48" SPEED LIMIT (mph) A B C T 35 or less 500' 250' 40' 100' 40 - 45 700' 350' 80' 200' 50 or greater 1000' 500' 100' 200' When a pavement edge drop -off exists, Install a SHOULDER DROP -OFF sign. Pavement edge drop -offs greater than a nominal 10 Inches will not be allowed during non - working hours. Shoulder edge drop -offs shall be mitigated according to Article 1107.08.K2 of the Standard Specifications. e r END ROAD WOR G20 -2A 48" X 24" SHOULDER CLOSURE (ONE LANE) PROJECT NO: 081016-00 OESURNEO BY: 8.11OPKEY NO DATE BY REVISION DESCRIPTION SHEET N9. PROJECT DATE. 05/28/2010 CREC<EO BY: S.SOVEes 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE, 6/14/2010 10:37:56 A4 DRAA"J Br: d.0e8OxEa FROM US HWY 6 EAST TO CITY LIMITS J.06 CAD FILE, %: \DN \IE \2008\ 081016 -00 \CAD \Plans \081016- 00- JO6.SHi CITY OF IOWA CITY, IOWA TRAFFIC CONTROL DETAILS alt ROAD WORK AHEAD W20 -1 2� l0 JUN I'i i IC Ili 48" X 48" G 101, ;IF r END ROAD WOR G20 -2A 48" X 24" SHOULDER CLOSURE (ONE LANE) PROJECT NO: 081016-00 OESURNEO BY: 8.11OPKEY NO DATE BY REVISION DESCRIPTION SHEET N9. PROJECT DATE. 05/28/2010 CREC<EO BY: S.SOVEes 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE, 6/14/2010 10:37:56 A4 DRAA"J Br: d.0e8OxEa FROM US HWY 6 EAST TO CITY LIMITS J.06 CAD FILE, %: \DN \IE \2008\ 081016 -00 \CAD \Plans \081016- 00- JO6.SHi CITY OF IOWA CITY, IOWA TRAFFIC CONTROL DETAILS alt END ROAD WOR 020 -2A 48' X 24" i G� `E F ROAD ONE LANE WORK ROAM AHEAD AHEPD W20-I W20 -4 8" X 48^ 48" X 48" LEGEND Traffic Sign F Jagger 0 42" Channellzer or Vertical Panel ® Work Area Direction of Traffic F — W20 -7o 48" X 48" T — E 5 devices SPEED LIMIT (mph) A C E OI F and G Range FMax. H Max. T 35 or less 250' 40' 0' -200' 500' -3000' 3500' 2000' 50' 40 - 45 350' 80' 0'-200' 700' -3000' 3700' 2000' 100' 50 or greater 500' 100' 200' -300' 1000' -3000' 4000' 2000' 100' Spacing = C 0 150' -300' G -- I I/4 Mlle Max. 2 1Q Keep F and G distances as near to minimum values as work permits. However, to allow advancement of the work area without moving signs, F and G distances may be varied within the limits of the table. Maximum movement can be achieved by setting one F or G value at the minimum and the other value at its maximum: 02 If length of work area exceeds 1/4 mile, use TC -214. ® ONROPD E AHEAD W20JU W20-4 48' X 48" 48" X 48" A A C� END [RJ WOR 020 -2A 48" X 24' Contract Items: Traffic Control Flaggers r r: STANDARD ROAD PLAN T T 13 REVISIONS: Modified speed limit table values and variables. LANE CLOSURE WITH FLAGGERS PROJECT No: 081018 -00 DESIGNED ay. 6AOPREY I NO DATE By REVISION DESCRIPTION I I 420TH STREET CORRIDOR IMPROVEMENTS ( I SHEET NO PROJECT DATE: 05/28/2010 CHECXED BY: S.SOVERS CAD DATE. 6 /14 /2010 IOM-5J AM DRAWN BY: J.OEOxER FROM US HWY 6 EAST TO CITY LIMITS J.07 CAD BILE: X:\DnvEt2008\081016- 00\CA0iPla:\081016- o0- JOJ.SHT CITY OF IOWA CITY, IOWA TRAFFIC CONTROL DETAILS ON DETOUR AHEAD DETOUR M4 -68 110TH STREET SE TOUR ELF a J Em- F Q U w DETOUR AHEAD W20 -2 48" X 48" M4 -6B 420N STREET SC BET" om m4-9R (30 °x24'0 Dill ml ifftiFA 4-9.R M 1-6B M13"x24 ") (MIN STRICT A TYPE 206-3 DETOUR AHEAD W20-2 1 420TH STREET SE 48 "X 4B" CLOSED PEST OF 10£1 AVEU USE AJERCAI ICCAN PD. SPECIAL E. ". �— ON (BLAC K LETTERS ORANGE BACKGROUND) M4 6B 420 IN SIRRt 5E DETOUR � M DETOUR (30"x24'9 PHEpD wz0 -2 48° X 48' 4201H SIKET u Quo MST of 191 AVENUE USE AE" LE00N M. SPECAL M4 -8 60" x 40" (BLACK LETTERS ON ORk.GE BACKG40 @!D) M4 -60 (MIN STRICT SE ON DETOUR Md -9R 30 "x24'9 DETOUR AHEAD 7010 Jl;? I j ,`tr E0: 21 01 fTyl ci i yf Il);d,l�, v <vin Jl rcttl st I:o1N 51 SQO. 5DD- 5DD • STAGE 2 TRAFFIC CONTROL a 420TH STREET DETOUR MAP EAST 9 ux uc 1 M "- TRAFFIC CONTROL LEGEND SPECIAL ANN STRICT SE - - 60^ 1 40- S - - ROAD TRAFFIC SIGN (BLACK LETTERS DETOUR CLOSED '>r- OY ORAIIGE BACKGRON'D) M4 -6B ♦ s TYPE III BARRICADE ITH SIPECTA M4 -9R -r -r M N DETOUR (30 "x24') 410 Bi STREET SE ORANGE SAFETY FENCE CLOSER DETOUR TYRO 11 W croE cwsP6c wloauxs $Ax lcr FFNCE M4 -94 AST OF HAY 6 l3o °xzm9 USf AER6AI LCGON R) AHEAD ® STAGE 2 WORK AREA SPECIN x 40" — — DETOUR ROUTE N.T.5 (B ACK LETTERS ON OR NGE BACKGROUND) W20.2 48" X 48" PROJECT NO: 061016 -00 DESIGRED BY: B.HOPKEr No DATE BY REVISION USCRIPTIax 420TH STREET CORRIDOR IMPROVEMENTS sBEEr NO. #Foth PROJECT DATE. 05/26/2010 CNECXED Br: ssavERS TSD ETOUR MAP Jx08 CAD DATE: 6/14/2010 10:37:58 An OBANW BY: 3.DEBOUER — FROM US HWY 6 EAST TO CITY LIMITS T AGE 2 CAD FILE: X: \DR \IE\ 2008 \081016-00 \CAD \Plans \081016-00- JOBSHi - CITY Of IOWA CI7Y:IOWA O M rm io O P M N � �O Off. REMOVE AND REINSTALL EXISTING SIGNS US HWY 6 120tH SI 00 +1 pI STOP o O O M M m N n 0 hi 3 h� N P +32 ' J +95 O a 3 k) J +57 n N O N N P +32 O O+ O O f4 N O m N M N 12' 13 112' T- '` 1 15• O t 0 {� I I _ 31' 6.6' LT NI l2 K I I 12 1 12' +30, I 6.6' RT + HWY 6 %ISTIN6 MEDIAN MARKING N N , r y P ? 20114ju o 115 (lit lo: r I oe' PI o ol! 1 t,el 0 30 FEET O l0 o ro « In o I REMOVE AND REINSTALL O - EXISTING SIGNS BDEpEN)ENCE 20tH S/ ix REMOVE AND REINSTALL O O + STOP O W (7O EXISTING SIGNS $ p o+ + a' 1 + I+ o ° OO +IIIZ W '�3m caaca oa o '� o o �^ LID 0 F o ? 2 STOP m 5 M N ro r 420TH STREET _ 14' �1 + > j _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ — — p2O.S� 3 % CENTER �FUT URE SIDEWALK NOTES; �N FEE REFER TO ROAD DESIGN DETAIL 9001 $ LIMIT D ALL NEW AND EXISTING SIGNS HAVE BEEN INCLUDED Y / / r ONLY ON THESE SHEETS FOR REFERENCE ONLY. REMOVAL, 3 5 R3 9D PERFORMEDNBYI THEA CITY1 OF OIOWAI CITY, BE '32 24" X 36" 'x3011 NO CONTRACTOR SHALL COORDINATE SIGN REMOVAL IOWA 0 30 24 / PA4KNC AND INSTALLATION WITH THE CITY OF IOWA CITY FEET k1Y STREETS DEPARTMENT, il!AE (PHONE 319-356-5181) R] - II' %1 IB' PROJECT No: 0a1016 -00 DESICHEO BY. B.HOPKEY No DATE By DEVIs10R DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS sxEEr rm. PROJECT GATE, osrearemo cxecaeD Br: ssaveas FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET K 0� CAD DATE: sn vzolo 2sb:u PM DRAWN Br: 3.DEeoaEa I— I PAVEMENT MARKINGS CAD FILE: XADM\IE\ 2008\ 001016- 00\CADVIl s \081016- 00.KOLSHr I I I I CITY OF IOWA CITY, IOWA I CEN ER 1� R3 -9B O 24" X 36" ONLY o pR3-9y B .. o X 36" Eal l ) P NO 24 F O o ° + + THE MY + ( PE -1 e' .z -x l RE -1 xla -- 14.5' M 420TH STREET _ _ _ — o In 14s' p - -' 1 1 —1 1 1 fv I 1 � I NFUTURE SIDEWALK CENTER LAW (I LIMIT O O I _ DO O R3-9B 1 OAgY 3 5 O I I I pp + X 3 + O+ I H ` p 1 O 00 24' X 36" O O RIM 24 "x30 "tii!tt TALE 14.5' N 3 P 14.5' 10 T' 0' N + + + + + + + + + + ;' _ 14'5. 420TH STREET 14. 191 '- 1 - 111' 1 Id' 1 I 1 I I I 34.5- v ws' 10 l4s• 3 5 14.v _ NOTES: OO +IE � \i N -- .— _ _ — _ _ REFER TO ROAD DESIGN DETAIL 9001 \\ _ O FUTURE SIDEWALK SPEED -- ALL NEW AND EXISTING SIGNS HAVE BEEN INCLUDED \ \ m I I I LIMIT ON THESE SHEETS FOR REFERENCE ONLY. REMOVAL, I I 3 5 STORAGE AND INSTALLATION OF SIGNS WILL BE 1 1 1 _ K I PERFORMED BY THE CITY OF IOWA CITY, CONTRACTOR SHALL COORDINATE SIGN REMOVAL I l j I I I 24 x30" 0 30 AND INSTALLATION WITH THE CITY OF IOWA CITY FEET (PHONE 319-356-5181) I I I LL PROJECT N0: 081016 -00 OESIL!.EO BY: B.IiOPFEY M1U LATE BY REVISIW! OESLRIPTIDY $IIEET 1:0. 420TH STREET CORRIDOR PROJECT DATE 1016 -02010 CIIECdEO BY: PA 420TH STREET K.U2 CAD DATE( 6111/2010 2:54:12 PM DRAUH Br: JMOWER FROM US HWY 6 EAST TO CITY LIMITS PAVEMENT MARKINGS CAD FILE XADMIE\ 2008 \08101600 \CAD \Plans \081016- 00- KO2.SHi CITY OF IOWA CITY: IOWA L-L _ _ - -__- _ _ _ - _ - r 1. STA. 101 +35.08 - 138.22' LT CENTER 150' RADIUS V4 FG ELEV = 671.72 112 FG ELEV = 671.74 3/4 FG ELEV = 671.74 STA. 101 *18.47 - 21.50' LT END 225' RADIUS. _ FG ELEV. = 670.80 00+10, STA. 100 +79.63- 21.50' LT BEGIN 55' RADIU. FG ELEV. = 671.2 S5 1/4 1/2 STA. 100 +40.22 - 46.82' LT 3/4 END 55' RAO. /BEGIN 150' RAO. CD FG ELEV. = 671.58 N WN 1/4 nj Y I 3/4 1/2 IT-1 T (HWY 6) / FUTURE SIDEWALK (BY OTHERS) STA. 102310.90 - 21.50' RT / FG ELEV. = 672.01 O In 00 N + 0 N 3/4�� \� \\ 1/2 STA. 100 +96.16 - 33.41' RT \ 195' RAO. \ ENO 55' RAD. /BEGIN \ FG ELEV. = 671.01 \ STA. 101 +12.29 - 86.77' RT (420TH) _ \ STA. 102 +10.90 - 216.50' RT 4 STA. 322 +27.79 - 91.70' LT (HWY 61 \ CENTER 195' RADIUS CENTER 55' RADIUS \ 1/4 FG ELEV = 671.20 1/4 FG ELEV = 671.82 \ \ 112 FG ELEV = 671.47 112 FG ELEV = 671.57 3/4 FG ELEV = 671.19 \ 3/4 FG ELEV = 671.75 O _ - SJ - -- - -- - -.- -. -0 _ -- _ O} O H' O N I END CURB & GUTTER M + M AT EDGE OF SHOULDER N v' /4 TAPER CURB TO 6" IN 10' M m /2 STA. 321 +48.81 - BEGIN 600 TAPER MATCH EXISTING (TYP. BOTH SIDES) STA. 100 +38.62 - 92.37' RT (4201H) STA. 322 +26.89 - 36.70' LT (HWY 6) BEGIN 55' RADIUS FG ELEV. = RADIUS STA. 324 +25.00 - /4 I BEGIN TAPER FG ELEV. = 672.35 0 27.40' LT FG ELEV. = 672.35 zo US HIGHWAY 6 PAVEMENT MARKINGS O STA. 101 *18.47 - 246.50' LT CENTER 225' RADIUS ) 3 1/4 FG ELEV = 671 6 1/2 F, ELEV = 671 47 3/4 FG ELEV = 671.36 STA, 100 +79.6.y� Ifs.�bll• -DTI Tg20Ty)I -��J( L CENTER 55' RADIUS 1/4 FG ELEV = 6713 {{ 112 FG ELEV = 671.3 = f 3/4 FG ELEV = 671(WIM G I , M O STA. 320+22.66 - 26.00' LT (HWY 6) ENO 150' RADIUS. MATCH EXISTING O STA. 325 +52.74 - 22.74' LT (HWY 6) ENO SHOULDER TAPER O O In 00 N + M N STA. 326 +04.42 - 17.13' LT (HWY 6) i� RT (420TH) _ - - T LT (HWY 6) - - - NOTE + ALL ELEVATIONS ARE FORM GRADE OR \ TOP OF SLAB UNLESS NOTED OTHERWISE. 0 20 REFER TO "G" SHEETS FOR FEET HORIZONTAL ALIGNMENT INFORMATION. PROJECT NO, 081016 -00 DESMED BY: B.aO8x8Y No DATE BY REVISIGN DESwlPnov 420TH STREET CORRIDOR IMPROVEMENTS SHEET No. PROJECT DATE: 05128t23m cHECXEO BY, S.SOVEHS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET L.01 CAB DATE, 611112010 2:14:40 PH DRAWN BY: d.08eoWFe -i - -- CARFILE, x:N0HA1EA20oeAO810 16- ooACnOAPia,,,NOS1ols- OO LOLSxr nI j CITY OF IOWA CITY, IOWA GEOMETRICS ,STAKING &JOINTING LAYOUT STA. 1103 +86.15 - 0.00' RT W j i O O U MATCH EXISTING - - DATE STA. 1104 +07.39 CENTER 225' 1/4 FG ELEV - 239.00' RT (SR) RADIUS = 672.53 END PCC CONSTRUCTION MATCH EXISTING 420TH STREET CORRIDOR IMPROVEMENTS - - - - - - -- - - - -- - - - _ 1/2 FG ELEV = 672.72 CHECKED BY: s.SOVERS _ _ _ - - 3/4 FG ELEV = 672.92 RD p / i L,02 CAD DATE, 6/11/2010 2:14:42 PH DRANN BY: JXEBO+FR -- - 3/4 GEOMETRICS, STAKING & JOINTING LAYOUT CAD FILE: xn0H \IE\20O6\081016- 00\CAO\Pian,\081016- 0LO2.SHT STA. 1102 +93.57 - 25,08' RT (SR) � i CITY OF IOWA CITY. IOWA y 51 END 60' RADIUS /BEGIN 225' RADIUS / FG ELEV. = 672.75 / / r O O / O O 1/2 + + / O / 0 O / STA. 102 +86.69 - 81.50' LT (M m / STA. 1103 +04.60 - 84,47' RT (SR) O a 114 i CENTER 60' RADIUS 1/4 FG ELEV = 672.53 112 FG ELEV = 672.62 / 3/4 FG ELEV = 672.83 i / STA. 1102 +91.25 - 14.00' L R) a \ STA, 102+ 'C' JOINTS & 8' MAX, SPCC BEGIN 60' RADUUS. FG ELEV. = 672.50 3/4 60' RADIUS FG ELEV. = 672.64 1/4 F� 4 \ O �TT� 420TH TREE o $:r 1/z tr2 g CV 8 S^ 1 o i - STA. 101 +81.56 - FG ELEV. = 671.83 �O fi K STA. H _ - - S-- F - -- - _ _ - - - _ _ FUTURE 5' SIOWALK I OTHERS)_ STA. 1102 +53.08- 38.61' RT (SR) CD CENTER OF 8' RED RAMP FG ELEV. = 672.65 STA, 1102+51.35 50.44' RT (SR) 0 FRONT OF 8' LANDING FG ELEV. = 673.18 STA. 1102 +52.96 - 35.85' LT (SR) ® CENTER OF 8' PED RAMP FG ELEV. = 671.85 O STA. 1102 +63.13 - 44.58' LT (SR) FRONT OF 8' LANDING FG ELEV. = 672.89 STA. 1102+68.09 - 50.07' LT (SR) ® BEGIN 37.5' RADIUS © STA. 1102 +82.30 - 36.13' LT (SRI END 37.5' RADIUS STA. 1103 +86.20 - 24.00' LT (SR) ® ENO 4' SIDEWALK MATCH EXISTING O STA. 101+58.99 - 92.58' LT (ML) STA. 1102+91.25 - 74.00' LT (SR) CENTER 60' RADIUS 1/4 FG ELEV = 672.33 I12 FG ELEV = 672.16 3/4 FG ELEV = 672.00 NOTE: 2010.1 ! , IS As 10: 21 s r )a ENO PCC DRIVEWAY FG ELEV. = 676.37 ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE N a 20 FEET O O n O PROJECT N0: 081016 -00 DESIGNED BY: B.HOP6EY NO DATE BY "SIGN DESCRIPT104 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT DATE. 05/28/2010 CHECKED BY: s.SOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET L,02 CAD DATE, 6/11/2010 2:14:42 PH DRANN BY: JXEBO+FR -- - GEOMETRICS, STAKING & JOINTING LAYOUT CAD FILE: xn0H \IE\20O6\081016- 00\CAO\Pian,\081016- 0LO2.SHT CITY OF IOWA CITY. IOWA 00 +Z 1 1 Z U STA. 2111 +50.15 - 0.00' RT (SR) STA, 108-98,90 - 231.50' LT (ML) = Z END PCC CONSTRUCTION STA, 2112 +24.62 - 127.89' LT (SR) 00 MATCH EXISTING STA. 2111 -65.07 - 224.00' RT (SR) CENTER 210' RADIUS Z< CENTER 210' RADIUS z d " 1/4 FG ELEV = 673.45 STA. 2111+65.07 - 14,00 RT (SR) 1/4 FG ELEV = 673.75 I12 FG ELEV = 673.25 p END 210' RADIUS 112 FG ELEV = 673.64 3/4 FG ELEV = 673.11 \ ? 8 MATCH EXISTING 3/4 FG ELEV = 673.50 q�} g { } 'C' JOINTS 0 4' MAX, SPCG. STA, 2111 +09,55 - 64.00' LT (SR) R R CENTER 50' RADIUS 1/4 FG ELEV = 673.89 / 111- `IA E� v( �� 'fill 112 FG ELEV = 673.92 / / / l uVA Ei IP :,(; 3/4 FG ELEV = 673.86 STA. 2110 +76.28 - 33.70' RT (SR) / CD END 50' RADIUS /BEGIN 210' RADIUS / O O FG ELEV. = 673.91 / / O O O O O 'M a / O h // 00 / p i �0 +1 11 Z - 1/4 7 (� STA, 111 +04.89 - 71.50' LT (ML) _ \ 1 STA, 2110+97.42 - 79.01' RT (SR) d o STA. 2111 +09.55 - 14.00 LT (SR) CENTER 50' RADIUS BEGIN 50' RADIUS 1/2 y �' 1/4 FG ELEV - 674,09 STA, 112 +44.01 - 0.00' U FG ELEV. = 673.79 3 5 6 1/2 FG ELEV = 674.05 CENTER LINE ENTRANCE 1 3/4 q 5' ` 9.5' 4 { 3/4 FG ELEV = 673.98 'C' JOINTS 0 8': MAX. SPCG. 'C' JOINTS 0 8' MAX, SPCG. { '9 2 N 1 CD CD' ^ Co CD CD 3/ 1/2 STA. 111+04.89 - 21.50' LT STA. 108 +98.90 - 2L50' LT 1/4 CO : END 210' RADIUS 1/2 " : " . . : 1/4 BEGIN 50' RADIUS O FG ELEV. = 673.07 O 3/4 ' .-. a KT -2 v O FG ELEV. = 674.06 i0 8 ,i KT -2 °r 420 STREET O P o o TYP o B - STA. 110+25.47 (ML) _ STA. 2110 +25.47 (SR) C •I6 ' - - - - - - - - - - - - - - - - - - - - - C _ - - - - - - - - - - _ - - - FU UR - SI - - FUTURE 5' SIDEWALK - - - - - - - - - - - - - (BY OTHERS)_ - - - - - - - - - - - - - - - - - - - - - - - - - - -'` - - - - - - - - - - - - - - - S STA. 2110 +70.95 - 45.47' RT (SR)'�' \'' O FRONT OF 8' LANDING•+ FG ELEV. = 674,56 O STA. 109+48,35 - 44.00' LT (ML) BEGIN 54' RADIUS 6 O STA. 2111+69.86 - 68.22' RT (SR) STA. 112 +44.00 - 69.00' RT BEGIN 31' RADIUS MATCH EXISTING O STA. 2110+64.68 - 41.92' LT (SR) CENTER OF 8' PED RAMP STA. 2110 +89.06 - 39.38' RT (SR) FG ELEV. = 673.73 END 31' RADIUS /BEGIN 200' RADIUS O STA, 2110+70.71 - 45.65' LT (SR) FRONT OF 8' LANDING STA. 2111 +65.31 - 24.34' RT (SR) FG ELEV. = 674.37 S END 200' RADIUS O STA. 2110 +65.70 - 40.36' RT (SR) CENTER OF 8' PED RAMP STA. 2110 +63.70 - 44.03' LT N FG ELEV. = 673.97 ENO 50' RADIUS /BEGIN 210' RADIUS - - FG ELEV. = 673.70 I NOTE: ALL ELEVATIONS ARE FORM GRADE OR 0 20 FEET TOP OF SLAB UNLESS NOTED OTHERWISE. PROJECT Ne: 081016 -00 DESIGNER By. B.HOPaEr eo DATE Dv REVIS1oM DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS sxEEr Do. PROJECT DATE: 0512812010 CHEUEO BY: s.SOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET CAD DATE, 6/11/20tO 2.14:43 PM DBA" Br: d. OEeovEa GEOMETRIC$ STAKING, &JOINTING LAYOUT CAD FILE: %: \OM \IE \2008\ 081016 -00 \CAD \Plans \08TO16 -00.LO3.SHT CITY OF CITY, IOWA " I _ J O 0 O O o 0 + M 2010Jt.!i' 15 1`.i I0: FUTURE 5' SIDEWALK (BY OTHERS) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — flEVlslDx DsscalPnox 0 0 0 SHEET nn. L.04 0 no 0 er } Q DO I FUTURE 5' SIDEWALK (BY OTHERS) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — flEVlslDx DsscalPnox #Foth 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CItt o6 EA CITY, IOwA SUBJECT TO CHANGE 420TH STREET GEOMETRICS, STAKING &JOINTING LAYOUT SHEET nn. L.04 PROJECT N0: 08I016-00 oeslfixED ev, e.xoax6r PROJECT DATE: 12/84X5618 6x11'111 6r: s'C"RS CAD DATE: snTXZo to I2:vwo PM DRAwa Rr: J.oefiOaEx CAD FILE: X,\OM\IE\ 2008 \O8IOIS -OO \CAD \Plaru \081016- 00.L04.8HT no DATE er I STA. 121 +36.12 - 44.00' LT (ML) (D BEGIN 187.5' RADIUS STA. 122-09.38 - 59.36' LT (ML) ® STA. 32 +19.65 - 55.10' LT (SR) END 187.5' RADIUS /BEGIN 26' RADIUS II I II I STA. 121 +36.12 - 231.50' LT (ML) = STA. 33 +93.03 - 126.48' LT (SR) I I I CENTER 210' RADIUS II I _ _ v 3 -W I I 112_5' 1 I I l QN I I l &W 'r STA. 32 +89.86 - 228 50' RT �ISR) II ' I' W I I I CENTER 210' RADIUS -' o �} I I I STA. 32 +89.86 - 18.50' RT (SR) 20I0 11111, I I yf. �11 4 m I END 210' RADIUS nc - -_ - 6' I � I -- STA, 123-44.23 - 71.50' LT (ML) I I I STA. 32 +28.06 - 80.92' RT (SR) I I I I I CENTER 50' RADIUS i O \ o O Lo i N �\ \ I6 STA. 32 +08.75 - 34.80' RT (SR) 15 END 50' RADIUS /BEGIN 210' RADIUS 6'I 12 51- - S 'C' JOINTS 0 8' MAX. SPCG. 1 ` STA. 123 +44.23 - 21.50' LT (ML) BEGIN 50' RADIUS l l l I FG ELEV. = 675.06 0 BEGIN 50 ±8 21.50' RT (ML) FG RADIUS 7 - - - - - - - _ _ FUTURE 5' SIDEWALK (BY OTHERS) _ _ _ _ _ - - - - - - - - - STA. 31 +18.71 40.71' LT (SR) STA. 30 +89.35 - 49.73' RT (SR) 6 ( _ 112 5,16 0 CENTER OF PED RAMP (FUTURE) 12 END 18' RADIUS /BEGIN 182.5' RADIUS STA. 121 +86.00 - 71.50' RT (ML) = Oo + � £ i STA. 30 +89.80 - 61.50' LT (SR) \ I STA. 31 +12.41 - 85.92' LT (SR) J - -A- © CENTER 50' RADIUS BEGIN 41' RADIUS 19 STA. 124 +00.05 - 49.00" RT (ME) � � sA O ENO 182.5' RADIUS i i O STA. 31 *01.90 - 59.49' LT (SR) 14 STA. 31 +99.36 - 39.9T RT (SR) END 41' RADIUS /BEGIN 41' RADIUS O CENTER OF PED RAMP (FUTURE) I� STA. 31 +09.54 - 35.57' LT (SR) 1 1 STA. 30 +85.10 - 48.25' LT (SR) END 50' RADIUS /BEGIN 210' RADIUS �- ® ENO 41' RADIUS /BEGIN 1D9.5' RADIUS 15 STA. 32 +05.57 - 80.04' RT (SR) 1 1 STA. 30 +26.62 - 39.00' LT (SR) ENO 8' SIDEWALK i ENO 189.5' RADIUS BEGIN 29' RADIUS II I I�p I FG ELEV. = 676.50 STA. 31 -15.93 - 43.43' RT (SR) I6 STA. 32 -(0.58 - 54.56' RT jSR� I II 10 ENO 29' RADIUS J CENTER OF PEO RA14P (FUTURE) i- - - - -_ - --. - -- - 3TA. 30 -72.88 - 39.00' RT (SR) - - - - - - - - - - - - - 3EGIN 18' RADIUS STA. 30 +26.62 - 18.50' LT (SR) I I I STA. 30 +26.62 - 228.50' LT (SR) ENO 210' RADIUS CENTER 210' RADIUS 00 +0£ I I I II I II I II I I � I PROJECT N0: 081016-00 DEEMER BY: B.HOPKEY PROJECT DATE: 12134/5678 CHECKED BY: 5 SOYERS CAD DATE. 5/17/2010 12:17:41 PN DRAWN BYi J OE8 PER CAD FILE: %: \D4\IE \2008 \081016- 00 \CAO \Pla, \081016 -00 LO$.SHT STA 124+00.05 - 21.50' RT WE) - STA. 31a 19.63 - 51.32' RT (SR) I F6 ELEVO. RADIUS 1 - END 50' RADIUS -BEGIN 210_RADIUS� - - - - - - -(BY - - - - - - - / © - URE 5' SIDEWALK - OTHERS) '� 12.5'1 r STA. 30 +72.67 - 18.50' HT (SR J/ - / / - I BEGIN 50' RADIUS I STA. 30 +72.67 - 68.50' RT (SR) \ CENTER 50' RADIUS I I I I z'112 .5j' I I \\ I I I I 0....I o� l I I N Wx I I I mo i I _ STA. 12 j Do I I I STA. 29 +T2.42 5- 123'48' FIT (SR) ) L6 CENTER 210' RADIUS 0 20 FEET I I I I I I 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE I SOEET NO. 420TH STREET L.05 GEOMETRICS, STAKING & JOINTING LAYOUT STA. 3 32 +43.69 - - 39.00' LT (SR) STA' \ BEGI O STA. 3 32 +01.50 - - 42.01' LT (SR) \ \ CENTER O OF PED R RAMP (FUTURE) STA. 32 +43.91 - 68.50' LT ( (SR) CENTER 50' RADIUS ' O O O C O O + + STAL50'RADIUS/IBEGIN 31 +9731 - 50.38' LT (SR) ENO 2 210' RADIUS - - - - - - - - - - - - - - - - - - - - -+ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21.50' L LT (MU 1 1 END 210' RADIUS rl F FG ELEV. = 674.37 _ _ v 3 -W I I 112_5' 1 I I l QN I I l &W 'r STA. 32 +89.86 - 228 50' RT �ISR) II ' I' W I I I CENTER 210' RADIUS -' o �} I I I STA. 32 +89.86 - 18.50' RT (SR) 20I0 11111, I I yf. �11 4 m I END 210' RADIUS nc - -_ - 6' I � I -- STA, 123-44.23 - 71.50' LT (ML) I I I STA. 32 +28.06 - 80.92' RT (SR) I I I I I CENTER 50' RADIUS i O \ o O Lo i N �\ \ I6 STA. 32 +08.75 - 34.80' RT (SR) 15 END 50' RADIUS /BEGIN 210' RADIUS 6'I 12 51- - S 'C' JOINTS 0 8' MAX. SPCG. 1 ` STA. 123 +44.23 - 21.50' LT (ML) BEGIN 50' RADIUS l l l I FG ELEV. = 675.06 0 BEGIN 50 ±8 21.50' RT (ML) FG RADIUS 7 - - - - - - - _ _ FUTURE 5' SIDEWALK (BY OTHERS) _ _ _ _ _ - - - - - - - - - STA. 31 +18.71 40.71' LT (SR) STA. 30 +89.35 - 49.73' RT (SR) 6 ( _ 112 5,16 0 CENTER OF PED RAMP (FUTURE) 12 END 18' RADIUS /BEGIN 182.5' RADIUS STA. 121 +86.00 - 71.50' RT (ML) = Oo + � £ i STA. 30 +89.80 - 61.50' LT (SR) \ I STA. 31 +12.41 - 85.92' LT (SR) J - -A- © CENTER 50' RADIUS BEGIN 41' RADIUS 19 STA. 124 +00.05 - 49.00" RT (ME) � � sA O ENO 182.5' RADIUS i i O STA. 31 *01.90 - 59.49' LT (SR) 14 STA. 31 +99.36 - 39.9T RT (SR) END 41' RADIUS /BEGIN 41' RADIUS O CENTER OF PED RAMP (FUTURE) I� STA. 31 +09.54 - 35.57' LT (SR) 1 1 STA. 30 +85.10 - 48.25' LT (SR) END 50' RADIUS /BEGIN 210' RADIUS �- ® ENO 41' RADIUS /BEGIN 1D9.5' RADIUS 15 STA. 32 +05.57 - 80.04' RT (SR) 1 1 STA. 30 +26.62 - 39.00' LT (SR) ENO 8' SIDEWALK i ENO 189.5' RADIUS BEGIN 29' RADIUS II I I�p I FG ELEV. = 676.50 STA. 31 -15.93 - 43.43' RT (SR) I6 STA. 32 -(0.58 - 54.56' RT jSR� I II 10 ENO 29' RADIUS J CENTER OF PEO RA14P (FUTURE) i- - - - -_ - --. - -- - 3TA. 30 -72.88 - 39.00' RT (SR) - - - - - - - - - - - - - 3EGIN 18' RADIUS STA. 30 +26.62 - 18.50' LT (SR) I I I STA. 30 +26.62 - 228.50' LT (SR) ENO 210' RADIUS CENTER 210' RADIUS 00 +0£ I I I II I II I II I I � I PROJECT N0: 081016-00 DEEMER BY: B.HOPKEY PROJECT DATE: 12134/5678 CHECKED BY: 5 SOYERS CAD DATE. 5/17/2010 12:17:41 PN DRAWN BYi J OE8 PER CAD FILE: %: \D4\IE \2008 \081016- 00 \CAO \Pla, \081016 -00 LO$.SHT STA 124+00.05 - 21.50' RT WE) - STA. 31a 19.63 - 51.32' RT (SR) I F6 ELEVO. RADIUS 1 - END 50' RADIUS -BEGIN 210_RADIUS� - - - - - - -(BY - - - - - - - / © - URE 5' SIDEWALK - OTHERS) '� 12.5'1 r STA. 30 +72.67 - 18.50' HT (SR J/ - / / - I BEGIN 50' RADIUS I STA. 30 +72.67 - 68.50' RT (SR) \ CENTER 50' RADIUS I I I I z'112 .5j' I I \\ I I I I 0....I o� l I I N Wx I I I mo i I _ STA. 12 j Do I I I STA. 29 +T2.42 5- 123'48' FIT (SR) ) L6 CENTER 210' RADIUS 0 20 FEET I I I I I I 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE I SOEET NO. 420TH STREET L.05 GEOMETRICS, STAKING & JOINTING LAYOUT 0 BEGIN 50 ±8 21.50' RT (ML) FG RADIUS 7 - - - - - - - _ _ FUTURE 5' SIDEWALK (BY OTHERS) _ _ _ _ _ - - - - - - - - - STA. 31 +18.71 40.71' LT (SR) STA. 30 +89.35 - 49.73' RT (SR) 6 ( _ 112 5,16 0 CENTER OF PED RAMP (FUTURE) 12 END 18' RADIUS /BEGIN 182.5' RADIUS STA. 121 +86.00 - 71.50' RT (ML) = Oo + � £ i STA. 30 +89.80 - 61.50' LT (SR) \ I STA. 31 +12.41 - 85.92' LT (SR) J - -A- © CENTER 50' RADIUS BEGIN 41' RADIUS 19 STA. 124 +00.05 - 49.00" RT (ME) � � sA O ENO 182.5' RADIUS i i O STA. 31 *01.90 - 59.49' LT (SR) 14 STA. 31 +99.36 - 39.9T RT (SR) END 41' RADIUS /BEGIN 41' RADIUS O CENTER OF PED RAMP (FUTURE) I� STA. 31 +09.54 - 35.57' LT (SR) 1 1 STA. 30 +85.10 - 48.25' LT (SR) END 50' RADIUS /BEGIN 210' RADIUS �- ® ENO 41' RADIUS /BEGIN 1D9.5' RADIUS 15 STA. 32 +05.57 - 80.04' RT (SR) 1 1 STA. 30 +26.62 - 39.00' LT (SR) ENO 8' SIDEWALK i ENO 189.5' RADIUS BEGIN 29' RADIUS II I I�p I FG ELEV. = 676.50 STA. 31 -15.93 - 43.43' RT (SR) I6 STA. 32 -(0.58 - 54.56' RT jSR� I II 10 ENO 29' RADIUS J CENTER OF PEO RA14P (FUTURE) i- - - - -_ - --. - -- - 3TA. 30 -72.88 - 39.00' RT (SR) - - - - - - - - - - - - - 3EGIN 18' RADIUS STA. 30 +26.62 - 18.50' LT (SR) I I I STA. 30 +26.62 - 228.50' LT (SR) ENO 210' RADIUS CENTER 210' RADIUS 00 +0£ I I I II I II I II I I � I PROJECT N0: 081016-00 DEEMER BY: B.HOPKEY PROJECT DATE: 12134/5678 CHECKED BY: 5 SOYERS CAD DATE. 5/17/2010 12:17:41 PN DRAWN BYi J OE8 PER CAD FILE: %: \D4\IE \2008 \081016- 00 \CAO \Pla, \081016 -00 LO$.SHT STA 124+00.05 - 21.50' RT WE) - STA. 31a 19.63 - 51.32' RT (SR) I F6 ELEVO. RADIUS 1 - END 50' RADIUS -BEGIN 210_RADIUS� - - - - - - -(BY - - - - - - - / © - URE 5' SIDEWALK - OTHERS) '� 12.5'1 r STA. 30 +72.67 - 18.50' HT (SR J/ - / / - I BEGIN 50' RADIUS I STA. 30 +72.67 - 68.50' RT (SR) \ CENTER 50' RADIUS I I I I z'112 .5j' I I \\ I I I I 0....I o� l I I N Wx I I I mo i I _ STA. 12 j Do I I I STA. 29 +T2.42 5- 123'48' FIT (SR) ) L6 CENTER 210' RADIUS 0 20 FEET I I I I I I 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA SUBJECT TO CHANGE I SOEET NO. 420TH STREET L.05 GEOMETRICS, STAKING & JOINTING LAYOUT A. A t 2010 JUi! 15 iu,10: 2') 0 0 0 0 0 0 00 0 + + + + 0+ + Lo + + + N N N N O _ — — _ — _ _ — _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FUTURE 5' SIDEWALK (BY OTHERS) N i 0 20 FEET PROJECT N0: 081016 -00 DESIGNED BY: e.xoraer r:o DATE Or REWS101 DEFIPTION 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET NO, PRaecr DATE: I2134i567e cHECxEO ar: ssavEHS 420TH STREET CAD DATE: siviz0to Izm:az PH oRawN er: a.oECDUEa FROM US HWY 6 EAST TO CITY LIMITS GEOMETRICS, STAKING &JOINTING LAYOUT L.06 CAD FILE: X: \OH \IE\ 2008\ 081016 -00 \CAD \Pure \081016 -00- LO6.SHi CITY OF�OWA CIfl:IOWA x 2010 Jlii,! 15 All 10: 2`; n i 0 t'V' A 0 0 0 0 0 0 0 0 0 o O+ ± + + — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FUTURE 5 S[OEWALK (BY OTHERS) N i 0 20 EEI PROJECT N0: 061016 -00 0ESIGINU BY: B.HOPKEY fw) 0Aff BY REVISION DESCRIPTI04 SUBJECT TO CHANGE LSHE.EOTND. Fath 420TH STREET IMPROVEMENTS PROJECT 0Ai6 12/34/5fiJ6 CI @CZEO BY: S.SOYERS 420TH STREET CAO GATE: 5 /IJ /2010 12:17:43 PH ORAW4 er: J.oesouEa FROM US HWY 6 EAST TO CITY LIMITS CAB OAIE x: �BI1�IE�2ooe�oBlols- oo�cno�Pib�.�o0lols- oo.crosHT cITYOFIOwACIiy IOWA GEOMETRICS, STAKING & JOINTING LAYOUT i � �.� 1* 25 STRUCTURE S -10, SW -508 INTAKE STRUCTURE S -12, 48" DIA. SW -401 MANHOLE 0 STA. 1103 +28.00, 14.00' LT. STA. 1103 +88.58, 15.79' RT. FORM GRADE ELEV.= 673.19 FORM GRADE ELEV.- 673.50 FL. = P -11 FL. OUT= 666.39 P -10 IN 665.75 a cy C v _ BOTTOM WELL= 665,89 FL. OUT= 665.75 EXIST. b BOTTOM WELL= 665.25 �0 04 OHE H T I > uj N \\ �" °aa STRUCTURE 5 -11, SW 508 INTAKE VERIFY EXIST. FL � °44 °� >a 1 ;8 STA. 1103 +28.00, 21.28' FIT. FORM GRADE ELEV.= 672.54 Tz of w �' + y' (>) Q �' °r' "'� FL. IN = 666.20 EXIST. 6" HOPE - FL. IN = 666.04 P-10 \, FL. OUT= 665.94 P -11 BOTTOM HELL= 665.44 26,10 l 5, VERIFY EXIST. FL Q T7 � 'Mill I1EII __— -- ^ 10, TA. 100 +43.3, 72.5' LT ,. EXTEND EXISTING 6" SUBDRAIN TO PROPOSED DITCH BOTTOM p \ 6 "so �-� t �A _ i ,o RiN \ x ` q <0r/Y \ rReFr \ \\ o ✓6" o \ s ��;\ \\ e so G © 6r� P5 � \ �'9f \ Sri EASEME�t -0 1 _ — — —� / NStR =0t 10N \ \ S -6 / � /%N ^ 0 20 FEET ST BE 100 +20 IN PRDJE 00. T'. EX @ STING GR ROADWA ONO PIA CH EXIST N6,'. F 7 675 pp B 670 670 P-2 15" RCP 102 F @ 1.00% '. P-3 RCP 87. LF @ I.00% 665 STRUCTU E S -2, S4-510 INIIAKE STA. 101+08.00, 1.50'. FIT. STRUCTURE S-5, SW-51 INTAKE 660 + S 0 TA ST UCTURE S 3, 48" D A. SW -40 MANHOLO FORM GRADE ELEV = 672.82 FORM GRADE ELEV.z 67(.96 ST . IQ 1-91 50, 23.50 - RT. FL. IN FL. OUT 667,39 1 667.29 -1 -2 FL. — FL. IN = 665.30 IN=665. P -3 0 P -4. R11, -FL. ELEV.= E72.4i IN =661.27 1-2 BOTTOM WELL= 666.7q FL. OUT= 665 10 P-5.' FL. .OUTO'. 661;17 P -3 655 BOT ON :WELL 664.60 BO TOM WEI- = 665.67 655 650 0 V O 00 O N V 10 CO 0' n KO t0 n D` N N n P n n r r n n n n n n n n n n n n n n n Io n co to m co m co co co to co co to co m co m �o co co _ +25 +50 +15 101 +00 +25 +50 +75 102 +00 +25 +50 +75 103 +00 +25 +50 +75 104 +00 +25 +50 +75 105 +00 PROJECT 1:0, 081016 -00 DESIGNER BY: B.HOPFEY NO DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS 611EEi N0. PROJECT DATE. 05/28/2010 CHECKED BY: S.SOVERS CAD DATE: 6/14/20DO un8:47 AM DR) av: J,DeeOa FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET M.01 CAD FILE: X:\UM\IE\ 2008\ 0s1016- 00\CA0\Piao:\oe1Dls- R OO- r0lser CITY OF IOWA CITY, IOWA STORM SEWER PLAN &PROFILE 1* 25 w O O o O O O O O O O ' } } } } } + L 0 O O O O } 00 111E 0 �\`� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- ------------------------------------- - - - - -� - -- a� uqpNao TEMP. CONSTRUCTION EASEMENT _ _ _ _ _ _ _ _ _ _ _ _ _ � __ — —_ —_-G Z q pp (� e1i - r _ _ ._— — - -_ - -_ G [ 11 > -.'J �I�(. Z u CHIEF I I .e_lli1, ONE OHE BEE OHE e BEE OCHE CHIP : (THE HE OHEj W -o — — _ _ _ _ - - _. _ _. W- #t3 y t/ 1 l 5 2 2 _ —Q TZ — TZ OF _ _ _ _ —O S Z3T TI — 1 .YN 1 1 420TH STREET o {� j j) -- ® 6" $O® 6" SO 6" 50 S. 6 ".SO 6" S6 6" SF 6" $9: 6" .' 6" SO 6 ": SO 6" SO 6" 50 6" 50 6" 50 0 x x os�sr x x__._ —x x w — — — — _ Sd — — — _ _ _ T,} /N R/W R/W R/W ._ ._ — -R /W— /W ___ P /N— __. — - — - R/W - R/W *N R/W R/W TEMP. CONSTRUCTION EASEMENT -------------- — - _ r — — — — — — — — — — — — — — — - — FEET 680 PROPOSED PROFILE GR DE EXISTING pp kQUNO 0 675 675 670 -21 5'' Rc - :. - 670 ' P-27 III RCP ' STRICTURE S- 1, SW-500 INTAKE STA. 107+29. , 21.50' RT, P 23 18" CP 665 F A = 7 9 5 LF a 0. 0' /. 65 FL. N = 669.2 P -20 STRVC URE. S-2. SW-510 INTAKE 5T IUCTURE -28..60 ". DIA. SW-4)I MANHO E FL. UT= 669.2 P-21 STA, ST 08 +84.00 21.50' R . 10q+45.72, 23.50' RT. BOTTOM WELL= 669.32 FORM. RAGE. EL V.= .673.0 FO . M GRADE ELEV.= 6 3.84 FL. It = 669.0 P -21 FL IN = 668.54 P -23 660 FL. It = 669.0 P_2 22 - FL OUT= 663.14 P -28 - - - -- BOTTO WELL= 68.32 80 -TOM WEL = 667.64 655 ___ 655 650 650 n V 1p O Q' O_ O O O N V O O O N P O P O (O P _ V (O W O N 0` n t0 V N O O n I() V N N n N P O N N V V 111 111 N N In v v V K V V m 1`l ni vi M Cl I7 n n n n n n n n Do n n n n n n n n n n n n n n n n co Co co co to co m m m co co cO co Co co to co m to to to co co co co 105 +00 +25 +50 +75 106 +00 +25 +50 +75 107 +00 +25 +50 +75 108 +00 +25 +50 +15 109 +00 +25 +50 +75 110 +00 +25 +50 +75 111 +00 PROJECT N0: 061016-00 DESIGNED BY. B.HOnu RO DATE OY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET DO. PROJECT DATE. 05/28/201 CHECKED BY. SsovERS CAD DATE . 6/14/201 lileso a�M o.NA" 6Y. J.DEBDWEn FROM US HWY 6 EAST TO CITY LIMITS 820TH ::: M.�2 cnO FaE: xnOH�lE�2a08�081016- o0�cn0�Pia" :081016- o0- H0zsxr CItt OFIOWACITY,IOWA STORM AN &PROFILE STRUCTURE S -24, SW -211 COLLAR O O STA. 113 +10.77, 33.50' LT. O O O O O O FORM GRADE ELEV.= N/A FL. IN = 671.47 EXIST, 18" HOPE O O O O t t FL. OUT= 671.47 P -24 t t + t (\I BOTTOM WELL= N/A TEMP. CONSTRUCTION EASEMENT .tea VERIFY EXIST. FL -^ I -� - - - 1 � -- r 3 - - - - - - - - tir - - - - - - - - - - - - - O - - - - PROPOSED I6 °O" "R WATER MAI`I -E iEI4P. CONSTRUCTION EASEMENT 1 I ,- _\ (REFER TO SH€ETSY- ft/W , , f [ _ a E- ON El E W- 1- - _ - _ _ - - - W W — — _ — ';W a - 16° Y I6'• tl —IV. 161,w - - -� - - Tz - - - - - - - - - - - - TO - - - - - - - - - - - T2 so So— - - -6 ¢150 -. _ - 6 "SD _ 6 "50r6:�0 �6 °- 50— = -®: -6• - Tt _._. - - -- - 420TH STREET 6 -3 I ' 6" SO ®': 6" 50 6" 50 6" SD O P -27 9_P7 CO- � S_31 _ _ _ _ _ _ R /V(- _ - -ii _ - ALN - WW ' R/W x R/N R/N R/N R/N R/VI TEMP. CONSTRUCTION EASEMENT_ _ '_ "_ - - - - - - - - - - I 0 20 FEET 680 _ g0 I OUNO ROA9W 7 _ - _.- 675 P O'OSED f ROFILE - P 25 18 ' RCP 178 LF & 0.65' 670 G ADE 670 ST UCTURE -25, 48" DIA. SW -401. MANHO E '31_ 1 =RCP 204LF &. LOO. STRUCTURE -26,. SW-510. INTAK ST %. - 113 +1 .77, 23.5 LT, 111-2;.40. 21.5)' LT. STA. RI ELEV. = 75.67 STRUCTUR 5 -31, 5 -508 INTAKE STA. 115 77.00 2 .50' PIT. 665 M GRAnF FL IN = 67 .42 P -24 665 . IN = 671.16 P -25 FL OUT= 671.32 P -25 FORM GRA E ELEV.= 673.63 FL. OUT= 67).06 P -26 BO' TOM WEL = 670.82 FL. IN `= 669,27 P-30 TTOM WEL = 669.56 FL. OUT= 669,17 P 31 BOTTOM ELL= 668 67 660 S -2 , SW -510 INTAKE _ 660 $TA. i1 +27,40 .21.50` T. - - -- FORM GRADE EL V.= 674. 7 FL IN ` 669,7 P -26 - FL: OJT- :'669:6 P-27 655 : BOTT(M WELL =.. 69.18 650 650 _ _ _ (O -- V w CE N O 1' tp C" In 03 -• V 1' O to N I M V III (O t\ O N 11 W l0 !7 O W 1n N P n V V a a V to N m R1 U1 N N m N n t\ n r n t0 t0 No c) O N O w N N w t0 O t0 (O t0 W (O c0 (O w (O N 111 +00 +25 +50 +75 112 +00 +25 +50 +75 113 +00 +25 +50 +75 114 +00 +25 +50 +75 115 *00 +25 +50 +75 116 +00 +25 +50 +75 117 +00 PROJECT NO: 081016 -00 DESIGNED BY, 8.HOP9EY NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT BATE. 05128/2010 CRECaEO BY, S.SOVERS 420TH STREET CORRIDOR IMPROVEMENTS CAD DATE: 6/M /2010 IL•18:53 AM DRAWN BY: J.OEBOWER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET M.OH — CAD FILE, x, NDMN1E12000kOR1016- 0O\CAD\Pl,., \081016- 00_M03.SHT CITY OF IOWA CITY, IOWA PLAN AND PROFILE O 0 FL IN ELEV. 0 0 0 0 0 = 665.78 0 0 0 TEMP, CONSTRUCTION EASEMENT _Q 0 + + + + + C3 0 TEMP. CONSTRUCTION EASEMENT_ 00 Y/ a, 0 + E F w 2-J) PROPOSED 16"11 WATER MAIN (REFER TO "D" SHEETS) 14al O_A�_ LL 15- fa R/W R R/W R/W " I V 16' W 116. IV W_ w I6'V—I6'W—IVV—I6'W—I6'W—I6'w w 08 + FVw Dry RIB T2 __R/W 5-48 S_ Rlq( T1 — - — TI — - — - — - — - — - -- - — - o - — - — - — - — - -- TI TI 7 1 1 — - — - — - — T — - — - — - — TI — - — - — - - - — - — -- — - Zl_ ]SD I6' 420TH STREET - - - - - - - - - 6" SO — 6' SO 1 11 V $0 6" SO 6" SO So S' SO V so 6' —6- 50-6- 6' —6 PROPOSED 48"g SANITARY SEWER AFZ4JU 0 - - (REFER TO SHEETS;_. — - — - — - — T1 _F� - — - — - — - ."S" -- R/W - -A — R R/W RIB '10. R/W R/W IT /w R/W EXENL� �*o 7 _00-�FI-E-_ PROPOSED (REFER 12"0 WATER MAI _Z M 15) TO SHEET M.15) 7�- FL OUT ELEV., 663.80 G - — — — — — — — — — — — TEMP. CONSTRUCTION EASEMENT — — — — — — N 0 20 FEET It S-4 q. SW-51C INTAKE STEIL CTURE SW-501 INTAKE S I TRU(TURE S-41, 60" 011. SW A01 MANHOLE F STRUCTURE -1 STA. 680 119+96.CO, 21.50' RT: qTA. 117+86.ni 21. IT— FORT GRADES 673 25 STA. 121+85.0C. 23.50' T. FORM GRACE ELU,=,Q71.1 FL, N 666;.5 P-4 FOR KTILEV- '= 675.3 :PROPOSED ROFILE FL. 11 _ 667.1 P-31 PC N 6V,16 P-44 FL. 114 :'667:0 P-42 Cf?AQE FL. IN = 667.79 P-48 FL. )UT= 665.N15 P-45 FL_ OJT; 666.9 3 P-43 FL. CUT; .666. 3 P-49 EXV -ING GROU TO BOT10M WELL= 665.45 EIOTT(M WELL= 66.40 675 BOTTOM WELL= 666.43 AT ROADWAY 675 670 670 RCP 2 4 LF I.Oox T P-43 10" RCP 184 IF Q 0.3 3X P-42 30" RCP 414 0 30% P 45!1 3$ '1 RCP 180 LF @ 0.33' FLFV-= 894 0 I 665 65 - - - - - - - l R -mAm - - - - 16"1,126"' - - - - PROPOSED 24vlIiUI,DE`RDRA_lN 'TRUCTU E 5-47, W-403 M(O. MANHOIE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __._______ -L1 66-(L r - - - - - 660 -SIA-LL� . 09.25. 24.50' RT. FORM GR kDE ELEV, ; 672.47 FL. lN= 665.35 P -45 II FL. IN.= 664.58.P 469-IL FL. OUT= 664.53 F-47 I - - - - - - - - - - - - 655 60TTOM ELL :66.03 r - ----- - - - - - - - - - - - - - - - - - - - - - - - - - 655 I. tPROPO$ 0 40" K SANITARY SEWER (81 OTHERS) 650 L 1 650 N IN N N T. N N N I m m ui IT) T' r' r' co to (C) co 117+00 +25 +50 +75 118+00 +25 +50 +75 119+00 +25 +50 +75 120+00 +25 +150 +75 121+00 + 25 +50 +15 122+00 +25 +50 +75 123+00 PROJECT NO. 081016-00 DESIGNER BY. 8.14OPKEY i GATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE: 0512812010 CHECKED BY: S.S%ERS CAD DATE, 6/14/2010 11:18-.56 AM DRARN BY: J.DEBOVER *,\-/Foth FROM US HWY 6 EAST TO CITY LIMITS I 420TH STREET I :1; M.04 PLAN AND PROFILE CAD FILE: X.NDK\[C\2008NOBIO16-00\CAD\Pl��\081016-00-PO4.SHT CITY OF IOWA CITY, IOWA L \-I_-__ _- _--- _- _�- s- D _ ___ REOPOSE 01'FDH— SHAEETS)— 'IN —_ —_ _- 7ff0T`4 1 �Ii ii� LI 0 0 0 0 0 0 BY •\ 0 0 0 0 0 0 o + + + + + + + • �, Ul (0 00 0' t r !-� aP .� _____________ ___ _______________________________ w —. ., ..... ,...__ L \-I_-__ _- _--- _- _�- s- D _ ___ REOPOSE 01'FDH— SHAEETS)— 'IN —_ —_ _- 7ff0T`4 1 �Ii ii� LI z — — — — — TI SIR R/W TI — — — — — ®— — T1 — -39 — TI — — —. R/W H/w R/W - R/W fl/N R /W _.—R /W R/W R/W R /W— N a 20 _ FEET 11 DATE BY REVISION DESCRIPTION ° 16• M i6^ Y 16" M - 16• M 18" Y: 16• TO Ir v I6" M 16" V 16° M 16" Y 16 "'.Y Ib' M • IF SHEET NO. M.05 t r !-� PROPOSED 15 ",1 SANITARY SEWER : i IftEFER TO "S" SHEETS) — R/w -, R/u RAW R/ — — — — — — — _ _ — — = T2 — — — ® — — — — fR/W — TI — — 0 3 — TI — — — _ Tt.' _ _ _ _ — — — Tt42 STRUCTURE S 39, SW-510 INTAKE TH STREET 6° SD 6" SD 6" SD ^ SD 6° SD 6" $D 6' SO 6• SO 6° SO 6' S0 8° 50 6• SD 6 "f50 z — — — — — TI SIR R/W TI — — — — — ®— — T1 — -39 — TI — — —. R/W H/w R/W - R/W fl/N R /W _.—R /W R/W R/W R /W— N a 20 _ FEET N I OJ PROJECT NO: 081016-00 DESIGNED) BY, B.HOPREY PROJECT DATE, 05/28/2010 CHECKED BY, S.SOYERS CAD DATE: 6/14/2010 11:18:59 AM ORAAN BY: JAEeOh CAD FILE: x:ADMAIEA 2036\ 081016- 00\CAO\Pians\0amis- oo_MmsHr 11 DATE BY REVISION DESCRIPTION P -42 30" RCP 414 L ® O: 0% SHEET NO. M.05 P -3T 2 LF 2300% h 8I RCP STRUCTURE S 39, SW-510 INTAKE --LEV 1.6� 665 1 F01 M G ADE 5.59 _ 665 T'F II 11 7BOTT( TURE 5 c4 ,. SN -510 INTAKE. FL FL. FL. 80 IN = 6717.34 O 671156 OUT= EL TOM WEL P -37 P -38 .96 P-39 - 670.46 _ 660 126+06.0 GRADE EL = 669.61 .21.50' V.= 673. P -39 T. 6 T= 668.' 4 P -42 M WELL= 67.74 J I 655 5 N I OJ PROJECT NO: 081016-00 DESIGNED) BY, B.HOPREY PROJECT DATE, 05/28/2010 CHECKED BY, S.SOYERS CAD DATE: 6/14/2010 11:18:59 AM ORAAN BY: JAEeOh CAD FILE: x:ADMAIEA 2036\ 081016- 00\CAO\Pians\0amis- oo_MmsHr A'0 DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA 420TH STREET PLAN AND PROFILE SHEET NO. M.05 0 0 Q' I 0 0 0 0 0 0 0M it In M M M M 690 _.______________ _____ ___ ___ _ ___ ___�___I -. f.- ______ ROPOSED 16 WATER MAIN (REFER TO 'D D" SHEETS) -- -- -- _ V/ R/F R/W R/W R/W — __R /W _91W- RLW- __ __ R/W__ _ — __ _ — N 0 20 _ FEET 690 690 .S GROUND 685 - @X RO OWA 685 : PROPOSED PR FILE GW OF 680 I� P-33 15" RCP 251 9 1 00% Yi y M R F, STA. 130+86, 0, 2150' FIT. Fl- UT= 676. O.P -35 FOR GRADE -E EV. =: 67799 : 80T OM WELL .675,70 FL. N = ::6731 6 P 35 _ELF A665 FL. UE- 673.36 P -37 80T OM BELL- 673, i6 m 129 +00 +25 +50 +75 130 +00 +25 +50 +75 131 +00 +25 +50 +75 132 +00 +25 PROJECT NO, 081016 -00 DESI6'.YD BY, B.HOPKEY NO DATE BY REVI6104 DESCRIPTION PROJECT DATE. 05/28/2010 CHEC"D BY: SsO'HE CAD GATE: 6/14/2010 11:19:02 AM DRAll BY: JAE808Efl *Foth CAD FILE: %. \DM \IE\ 2008 \081016-00 \CAD \Plans \081016-00 MO6.SHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET Cm OF Iowa CITY, IOWA I PLAN AND PROFILE SHEET N0. M.06 O 0 0 0 0 I 0 0 0 0 0 0 0 0 0 + + + + + + + OD 0 0 -—----——--—-——--——--—---—-—------—---------—-—--—--—----——-------—- A ER MA�IN E I _TSIW� OFTORS �To D-W�ESWH:E Al 110: 2, -1 WI IV W— 16' W V W W TV w IV W- IV W- IV W lot "Cp �T�q FLUME OPOS HER (REFER EfO IVf SANITARY SEWER ,q��,ROCK R/W R/W /w R/W R/W Fel OHE 0 .... .. ...... . OHE CIE — OHE CIE TI av -0 CHI, ONE OHE so T— — — — — — — — — — T1 — — — — — — — — T1 Q:0TH STREET A 0. V-sar— V-4— -6 6" SO — — — — — — — — — — — — — — — — — — — — — T1 — — — — — — — — — — — — — — -- TI TI R/W —R /W CONSTRUCT ROCK FLUME 10' X 12 X 2' THICK R/ R/W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N 0 20 FEET 690 690 EXVTING f2OUNO ROAD 685 685 7TR(A) ED R%OSED �ROFILE 680 WO RA E 680 P-33 I! RCP 2 31 LF 9 675 STRU,TURE S<3, SW-504 INTAKE STA. 135-8 LO 1. 21.50' T. FORM GRADE El EV.= 682 94 FL. IN = 678.K 1 P-32 FL. T= 678.81 P-33 670 BOAI'M WELL= 678.3t 665 665 660 GE30 O W-F 0 "B D. D.-lot In W 0 c, CO F TO -0. -Oi T. -Am CO DO, 00 mi DO w Q0 w Co ww I w 135+00 +25 +1 +75 136+00 +25 +150 +75 137 +00 +25 +50 +75 138+00 +25 +1 +75 139 +25 +50 +75 140+00 +25 +50 +75 t41 +00 PROJECT NO, 081019-00 DESIGNER By. 3 NO DATE 1 By REVISI&N DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS 7ET NO. PROJECT DATE, 05/28/2010 CHECKED BY; ,:ROIK,EY JXEBBIER Fo t h FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET 1.07 CAD DATE: 6/14/2010 t1:MG5 AM DRAWN BY: STORM SEWER PLAN & PROFII CAD FILE XzNDM\IE\2008\081016-00\CAU\Pta,s \( CITY OF IOWA CITY, IOWA 70 80 90 ] 0 1 0 1 0 130 ] 0 150 11 io ] 0 l 0 1 0 1 0 10 q 0 80 70 60 50 40 30 20 13 l 23 30 40 50 60 L U I U jtj i W. 1 '. tl s i•� ssn 80. 67 .25 — 673.0 F; 70 EL V. 665.79 ATER MARY I 1,1 IL P -1 l " RCP 43 IF @ 1.00% 6 TRUCTURE S-1. SW- 10 INTAK S RUCTURE -2. SWAG INTAKE 6sn TA, 103- 8,00, 2i.30' LT. + 60 _ L — -- F RM GRADE ELEV.= 6 12.82 '.. L. OUT= E67.82 P- I FL. IN 1= 66 .3q P-1 OTTOM WE L =..667.3 FL. .OUT= 6(7.2q P-2 '., '.. B TTOM WEL = 666.74 100+88.00 67 .67 : a ZO 669.5 68,] P 4 15' RCP 6 LR @ L00% S RUCTURE- -6. 24-111, REP FE '.. : P -5 IS' RC.._ S A. 100-8 .00,'.74. 0' RT. a Fn 29 F @ 0.5(% F . OUT= 6164.95 ' P -5 60 ST UCTURE -4, SW -5 0 INTAKE ', ST UCTURE -5, $W -5 '0 INTAKE - - ST IOOa88 00, 21.5 ' LT; ST .100 +88 00. 35,5 ' RT; - -- FO M -GRADE EEEV: = -6 1.24 - FO M GRADE' ECEV: = "6 0.96 FL OUT= 66i.86 P -4 FL IN = 66 .30 P -3 B0 TOM'WEL = 665.36 FL IN 6 66 .30 P -4 — - FL OUT= 665700-15-- GO TOM'. WEL = 664.60 l 0 1 0 l 0 l 0 1 0 1@0 40 80 0 60 50 40 30 20 t 10 20 39 4 50 60 70 80 90 110 1 0 1 0 1 0 1 0 1 0 PROJECT NO: 081016 00 DESIGNER BY, B.HOPKEY BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. NO 1 GATE PROJECT DATE, CAD DATE, 0572e72010 6/14/2010 CHEC<ED BY: DRAVN BY: MOYERS J.DEBMR FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M.08 IL19:07 AM CROSS- SECTIONS CAD FILE: %: \omIE\2008\oem16- 6DACADAPt..,\. :_420uSis_ro6slrt I CITY OF IOWA CITY, IOWA I! 0 140 130 120 1 0 1@0 90 80 7 0 60 50 40 30 20 t0 10 20 30 40 50 6 0 70 83 90 PRO 1 0 1 0 130 1,10 l 0 I 7010 Jl'ii, I ` Atl i R 2 ;, ,r A 0. _ 67 .48____ 2_43; 6]0. 0 670 _ __., _ - ELEV: 666 69 WATER H IN�.. STRUCTURE I S -2 SW 5110 INTAKE TA +84.00 21.50' T. FORM GRADE EL Y.= 673.5 FL. ICI = 669.0 P-21 - STRUCTURE S422. W -510 -INTAKE: - FL, 11 e. 669.0 P-212 STA. 10 +84.00, 1.50' LT. FL. OT= 668.8 P -23 660 _ FORM GR OE ELEV. 673.05 - BOTTOd WELL= 68.32 :. BOTTOM ELLF 66 .95 - f385 685 674.3q 67 , 2.)% _ i 675 2.0% ZO 20C 674.7 — C7n -- -20; 5., RCP 43'LF 43'1.00' ' ELEV.= 663.49 6,�X WATER AIN� STRU TURE S-2 1, SW-50E INTAKE y STA. 107 +29.0 21.50' iT. - - FORM GRADE El EV. =. 673.5 STRUCT RE 5 -20, SW -508 INTAKE FL. IN FL.. = 669.2 UT = .669.2 P -20 P -2 L.._ - - - FORM 107-2q.00, AE 21.50' LT. BOTT M WELL= 669.32 660 FORM I 97 ELE ,= 673.9 ___ —Pi I BOTTOM WELL= 1 0 1 0 1 1 0 t 0 1 0 t 40 80 0 60 5 0 43 3 0 2':0 10 l0 20 30 40 50 60 70 80 90 1 0 1 0 1 0 10 1 PROJECT NO: 081016-00 DESIGNED 6Y: B.HOPKEV 420TH STREET CORRIDOR IMPROVEMENTS !9 No DATE BY REVISION DESCRIPnOR CAO OATEi CAD 6RIVWN Bev: BY: OxA s.DC304E JAE60NER FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER 6/ /2010nol0 6 /14 /Z➢l0 11:19A9 A9 , CROSS- SECTIONS CAD FILE: X ;ND4 \IE \2008 \0 810 16-0 0 \CAD \Plans \az- 420U5T5- -4 NOB.SfR — CITY OF IOWA CITY, IOWA 150 140 1:10 120 l 0 too 0 8�0 7 D 60 50 40 30 20 l0 ID 20 30 40 50 60 70 80 90 10 1 0 10 too 140 150 E v IC117ACIiY,iC)t'" 689 685 1 1+ 7.4 674.60 675 . y 4% 2% q 46 I " RCP 43 LF 0 — — _ — — — LE V. =:668.40 WATER NUT TRUCTURE S -27, SW 510 INTE 51RU TURF S-2;. - TA, 111+ 7.40. 21.50' RT. STA. 111.27.4 21,50' T. URN URAUE ELEV.= 7 7 '.. FORM GRADE EL-V.= 674, 7 L. IN = OUT= OUT= 69.78 P- 69.66 Pr 6 FL1 = '670: 1" P•25 _.. O W LL - 669..8 FL. 0 T= 670.0 P -26 OOTT M WELL= 369.56 rrn Cgs F;A9 a8n -- 67 .69 '.2.0% 2.0% 670 67n LEY.'. 66.0 - '24" CP 40 LF @ 0 _.. . WATER ivo L STR CTURE S 29 24- N RCP FE 5 _ STRUCTUR S -28, 6 DIA. S -401 MA HOLE' STA 109.45, 12, 72.50 RT. - STA. 109 45.72, 2:.50' RT, FL. OUT =: 667 94 P -28 RIM ELEV =- 673.84 " - - -' FL. 667.91 - FL. IN = 668.54 P 3 FL, IN = 668.54 P-27 FL iT _= 80T TOM WELL ='. 667 64 l 0 l 0 l 0 10 110 110 CtO 80 7 60 5 3 40 30 20 l0 f0 20 30 43 5 60 0 80 9D 1 0 1 0 1 0 1 0 l 0 1 0 PROJECT N0: 081016 -00 _ DESIGNED BY, s.HOP'FEY 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. NO DATE By REVIS[ON DESIAIPNO'H PROJECT DATE, 05/28/2010 CHECKED en BRAWN 8Y: S.50VERS FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M .� O CAD DATE: 6114/2010 uaa,u AM J.OEBOWER CROSS- SECTIONS CAB FILE, %: \04\1E\ 2008 \0 810 16- 0 0 \CAO \Pl.,N\,- 420thSTS- HOS.SHT -- CITY OF IOWA CITY. IOWA 0 1. ;0 140 10 l 1.0 l 0 1@0 40 80 0 60 0 40 30 20 10 1 10 20 30 40 5 D Go 70 80 90 1 0 l 0 120 1:10 1 0 1 r 2ID�U.''1C5 A1110:25. - -- 42.% 17+ 60 67 .26.... 4 .2.0'/,2.0% 2.0_....._ 2.0% 4+, - _ -4 5" RCP 43'LF 11.00:, - ...667.7 -_ _ _._. ... \. STRUCTU E S-48_314-510 INTAKE STA. 11 - 86.00, 1.50' LT. ! STRUCTURE S-41, SW -510 INTAKE - - - -': - - - 64:9 FORM GRADE ELEV. 671.82 STA. 17 -86.00 21.50' . y -FL. OUT BOTTOM - 668.22 ELL= 66 48 FORM RACE EL ,RI V.= 671.8 - P 49 18" R .P : STRUCT - - -- RE S -50, 48 "K18" TEE 660 .72 1 FL. I El, = 667.1 6Z P -3l - 6 LF @ LO % STA. 1 7+91.18 32.01' R1. FL. OUT= 666.9 P -49 FORM CRADE '. ELE = 672.7 80TTOA WELL= '66.43 FL. IN 664.37 P -46A FL. IN - ..666.87. P -49 _ :. FL. OU = 664.37 P -50 BOTTON WELL= N A : : : : 55- 5 -- 674.05 2. 3.9 ' CF- 671.2 - _ _ _ _ _ STRUCTURE S 3 , SW -508 INTAKE S RUCYURE 5 -31; SW-30 8 INTA E 6811 ' A -77 S A. 1'' -15 -7 .00 21. 0' RT. _ _ FORM GRADE EL V.= 673. 3 F RM GRADE ELEV.= E73.63 - - FL. 0 T= 869.7 P -30 F . IN= = 6 9.27: P -3 BOTTOM WELL- 69.20 _ F .. OUTc 6 9.17.P -.3 '.. j : ! B TTOM WE V 668.6 l 0 l 0 20 t 0 1 0 10 40 &0 0 6�0 50 40 30 20 l0 10 20 30 40 50 60 D 80 40 1 0 1 0 120 t 0 t 0 10 PROJECT N0: 061016 00 oesI6NE0 ev: e.uo2zEr N0 DATE Or 420TH STREET CORRIDOR IMPROVEMENTS 9IEEr s0. REYISION DESCRIPTION PROJECT GATE: Ds /2e /z0m CAD DATE. 6/14/2010 c"CNEO en DRAWN BY: s Oo ERS J.0E6DxER FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M,� 11:19:13 A4 ia.seT CROSS - SECTIONS CAD FILE: x: �Dn�IE�2O08�06m16- 00�CAO�Pia":�x :- 420mSTS- CITY OF IOWA CITY, IOWA l 0 ] 10 10 10 10 10 90 8 ? 0 60 0 40 30 20 10 I I D 20 30 40 50 60 70 83 9!0 100 1 0 l 0 130 1 0 l 0 1 lo: ,LI -EEO-, 67 .09 A' 2. . _ 2.0% 2.0% ! ! 6 .6 ! ! ! ! STRUCT RE 5 -40, 18 -IN. RAP FES 6TA- 6 *04:8. 6,.� - .00' , FL. IN P-40- WATER IN� P_ 18" CP FL. .00 72.00 ,,40 _.. 2q LF @.7, 5Z CG9 TRUCTUR S -4:1, S -510 INT KE STiUCTURF -42, SW- 10ANIMY j ! a TA.:126F 6.00, 21 50' LT. ''. ! ST . 1261106 00. 21.5 ' FIT. -ORM ELEV.= 673.66 ! ! F0 3M GRADE ELEV.= 6 3.66 7L. IN zGRADE L. IN = 69.57 P- .0 FL = 66 :64 "P•39 ! L. OUT= 6 P 11 ! FL IN = 66 '.2 P -41 ! ! 60... OTTQM W -LL= Ll ='668. 7 - ! FL O OUT= 66'3'.24 /.14 can _ 80 ! 67 .68 r - `6]3.5....... A T - -� -44. 5" RCP 43:1_1` ai00/ - - 666.8 TA.: 119,1 96.00. 21 50' LT. STRU TURE 5-43, SW -508 INTAKE ! ! ORM'GRA E ELEV:= 673.25 5TA. 111%96.00, 21.50'- T pq..p� A NF - 661.72 L. QUT 67.78 P 4 FORM GRADE E EV_- '673.5 2 ' RCP _660 OTTOM W LL= 1667.8 FL _ 4 UNOERDRAIN cco ! FL. 1 = 667.3 P -44 - ! ! ! ! ! ! ! ! ! ! FL. UT= 665.'5 P -45 ROTT M WELL = 665.45.... l 0 110 110 110 l 0 110 90 80 60 0 40 30 20 10 l0 20 30 40 50 60 0 80 90 110 1 0 1 0 ] 0 ] 0 1 0 PROJECT CO. 061016-00 OE61GRE0 BY: B.HOPXEY 420TH STREET CORRIDOR IMPROVEMENTS SNEEt t.0. NO DAtE _ OT PEVISIQY DESCRIPTION PROJECT DATE. CAD DATEt 05/28/2010 6/14/2010 0 er. DRAWN er: S VERS J.OE60'dER FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M. 2 11,19115 An CRO$S•SECTION$ CAD FILE: x: xDmlPxzssexaemis- aaxcnDxPle ,,,xxs_4z0usiS_w09.SIT CITY OF IOWA CITY, IOWA 1! io 10 l 0 120 l 0 110 90 80 D 60 0 40 30 20 10 11 10 2'0 30 40 50 60 0 80 90 1@0 10 120 130 1.10 ISO „1 t (}i„n(t TO 2.06 2.0% 2.0% / ` 61.B It7 Px,'` l ( l �1 (`7'i 680 AET 11 __ -I -34 151, RCP 43 E - -- ST UCTURE E - 34,SW- OS INTAKE- - - - ST 133a2600, 21.5 LT. - ,. SIR JCTURE _ S- 35,.. SWnS B.. INTAKE._. FORM GRADE ELEV.= 610.39: STA 133 *26.0, 21.50' RT.; - FL OUT= 67 ,73 P -34 FOR I GRADE LEV.= 68(.3q SO F _ 0-PF3 FL. IN ='. 676130 P -34 FL. OUT ='. 676 20 P -35... - 60T OM WELL 675.70," 67E.42... _68 6a X20% _ Z.lZ 4] -. - '... 2.0% ➢. 2.0% 79.01 678.4 r 7 F3 Wt TRUCTURE 5 -36, SW 510 INTAKE STRUCTURE 37, SW-510 INTAK TA. 130-86.00, 21. 0' LT. ST A. 130-O .00 21.5'' RT. 7Q _6 - -- FORM '.GRAD ELEV.= 77.99 : FO f GR ELEV.= 6 7.99. L. OUT= 74.39 P-:6 FL IN '= 67 R.86 P -35 OTTOM W LL= 673.E 9 FL IN 1z 67 1.% P -36 FL OUT= 673.66 P-37 BOTTOM WEL 673.16 28+ 46. 0 6 8a ... '.2 %.. 9 .... .... . t 09 7 _. 38 5" RCP 43'LF "' et':'1 ".OD:• TUGTOTTE- - W= 1 ST . 128+46,00, 2 1.5 ' LT i FORM -GRADE ELEV, =.6 5,59" FL OUT= 671.99 P -38 STRUCTURE S 39, SW -510 INTAK : - 80 TOM i WEL = 671.49 ! ST 128x4600. 2L5C' RT: FL IN i 67IL 34 P -37 ! FL. IN _=_. 671,56.. P.-38_ _. ._. _ FL OUT= 67 .96 P-39 80 TOM WELL= 670.46 1 0 l 0 1 0 1 0 1 0 1@0 90 80 60 0 40 30 20 10 1 1 l0 20 30 40 0 60 70 80 110 1 0 120 1 0 1 0 150 PROJECT NO, 081016 -00 OESIONEO 8T: 3No ET REVISION 0ESCRIPUON 420TH STREET CORRIDOR IMPROVEMENTS SNEEi N0. IJO GATE BT PROJECT DATE. D5/28/2010 cxece6o 6v; ss6vER6 FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M.13 CAD DATE: 6714720/0 11:19:18 AM oRAVN ar: J.oEeoxEa CROSS - SECTIONS CAD FILE: %. \OM \IE\ 2008 \081016-00 \CAD \Plans \xz- 420tM16T6- Y,OB.SIR CITY OF IOWA CITY. IOWA 1 0 l 0 l 0 10 1 0 1�0 0 80 70 ED 0 40 'O 20 10 10 20 30 40 50 60 70 80 90 10 1 0 ] 0 120 110 1!;0 Gso __ - - O 672.q7 675 ''. 0' ' 2.0% 2.0% . 2. 7 .4 i.. ter \tt 67n p A P0 V,A 67n EXIST IN 6" HOPE TILE,_. 11 d 77= ®ll 665 '.STRU TURE $- TO, SW -50 IN STA. 1108/228.)(]. 14,00 LT.: 510LF 05 .007. : TRUCTUR 5-14, SV 506 -INF KE .. .. FORT FL. GRADE E GUT= 566.9 EV "'673119 P -10 ''. TA.110 +28.00, 21.28': RT. g60_ BOTT M L = 665.89 _ _ - - __ ___ _ _ ''. L. IN = 66.20 EX ST. 6" H PE - L. IN = 66.04 P- 0 :L. OUT= -1 P. 1 - - - _.. - ' 0TTOM Wl LL= :665.14 :. ERIFY E FIST. FL 138+72.51) - 68 .69 4%22 .! 684.0 _! .682.5 -60 151, RCP 461F @ 0.50' 1, STRUCTURE S-60, SW 508 INTA CE 'ST UCTURE .-6 SW- OB INTAKE TA. 138+ ORM GRAD 2.50: 21. ELEV.= i84.25 0' LT. ST k. 138+72 50. 21.5 ' RT. OTTOM WE L- 680.1 FL IN = 6811.41 P -60 FL OUT= 68 .33 P -6I 80 TOM WELI 679.83 6go _ s Ego 68 .37 685 685 1._ 683.4 It I ar 682:9..... 11 0. Rcp 911 680 STRUCTURE 5 -32, W-508 IN AKE - STA. 135F81.00 2 .50 ' . LT. STRUCTU E S 33, W-508 IN AKE - -- ''. FOR GR DE ELEV. 2.9 STAj 13 /281.00, 21.50" RT.. FL OUT= 679.34 P-32 '', FORM GR DE ELEV. 682.94 BOTTOM ELL =; 678,84 FL', IN = 678.91 P 32 FL. OUT= 678.81 -33 - BOTTOM ELL? 67£31.31 1 0 1 0 1 0 1 0 1 0 1 0 90 90 70 '0 0 40 30 �0 l0 10 0 30 40 50 60 20 80 0 1 0 ] 0 10 1 0 10 PROJECT NO: 081016 -00 DESI@ff0 BY: B.HOP %EY BEVISIG4 DESCRIPTION - 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. Co DATE BY PROJECT DATE, 05/28 /2010 CHENEO Br: s.60VEAS - FROM US HWY 6 EAST TO CITY LIMITS STORM SEWER M.14 CAD DATE. 6/14/2010 11:19:20 AY osnua Br: J.DE80YER CROSS- SECTIONS cno EuES xnOMUExz0O9AO91ms- ooxceoAP,e ",�.z_4zolnsTS.nOesHr CITY OF IOWA CITY, IOWA l 0 10 130 120 1 0 110 90 80 70 E 0 0 40 30 20 10 1 l 0 20 3D 40 50 6�0 70 80 90 1100 1 0 l 0 130 110 150 . 201 j ; ` 15 It i 0: 2 I 122+33.44 6. TA. 122+L7-2 ! 66 LT. - _.. .: L DR. T... SE BLY.. ST 22+ 70.0' T LEY:= 67 .00 11-S fA L'. HYD ANT 'ASSE BLY \A EL V.= 674.1 STA. 22 +31.22 87.1' L \ / .. / TA. 12 +35 93 9.9' RT J. LU EL V.- 664. 'fx 2 \ \ ]2.2 2E.. ELEV.= J. LU 69.18 ELEV. 669.06 1 12" W TER MAIN CROSS 12 "f DIP C151 CLASS 52 WA ER MA S' A. 122+3.56 2.3 RT.. FL 30" 666.83 RCP: .J. VE T. B, D STO M SEW S A. 122+34.86. 46.36' FIT P .J. 22.5. VE IT. BENU �2 '...... _. .. .. + 814 3 ' RT ... .... ° RCP2.0 12 f I,J. 2,5,V BE 0 ST + 4. 34 3 RT UNDERDRAIN rsn EL V.= 664. 12 f M 2.5 T: 13E 180 LF OF 12 "f kSTRAINdD JOINT WATER MAI C55 r55 —01 ROP.:648i1 RCP AN. SEWE l 0 l 0 10 1:10 t 0 l 0 90 80 5 4 30 20 10 1 l 30 4 50 6D 70 80 9.0 110 1 0 1 0 l 11 0 l PROJECT NO: 061016 -00 DESIGNED Br: 8JIOPaEr 420TH STREET CORRIDOR IMPROVEMENTS t�lllEljll NO DATE BY REVISION DESCRIPTION PROJECT DATE: 05/28/2010 CHECeEO Dr; S.SOCERS FROM US HWY 6 EAST TO CITY LIMITS WATER MAIN CAB DATE: 6]M]2010 u:M22 AM oRAUV er: d.oesoaER CROSS- SECTIONS CAD FILE: %: \OH \IE \2008 \081016 -DO \CAD \Plans \n_420N6i6- Y.oB.SHi — CITY OF IOWA CITY, IOWA o O _ - al - — 0 _ _ e J- 665- 0- 69 ' -o 665 FJ- - ) - _ Lo - 665 x - _ 660 — [ __ ) /4 / 660 X660 I� _. - - t 99 — IT OHE —H—�W OHE \1 ITT — -------- X_ µ i ' Cti� 0 / �OHE R/W -- �yl x x 589- / 8' DRAINAGE SWALE PROPOSED 48'P SANITARY SEWER / 4:1 SID ESLOPES (REFER TO 'S" SHEETS) / - / �2. //*- _ _ _ _ _ _ _ _ _ _ ,_ _ / _ _ _ _ - - - - ) ±. _ _ _ _ _ _ 40' PERMANENT ___ _ — ' /" SANITARY AND ST SEWER EASEMENT ORM / D 3 _.. - . ) _ y �� � _ _ _ TEh�P�NS� TION EASEMENT — _ _ _ — — _ _ — / 099 ��� / 411 -- J+ 0 20 FEET 665 EX TING GRO NO _ 665 PIPE PROPOSE @ £ PIP GRADE (MAINTAI 660 I' OVER ABOVE PIPET 660 P 212 2 " RCP 318 LF e_2.2% P -211 24' HOPE. 423 LF 655 u�?2 655 STRUCTU E S -213 24 -IN RIP FES STA. 50)+60.00. 0.00 FIT STRU TURE S- 12. 48" IA, SW-101 FL OUT. = 655.5E STA. 503+86.13, 0.00' RT 650 650 BEGIN 8 DRAINA E SWALE = FL 14 = 656. 4 FL O T= 656.;3 BUTT )M WELL= 655.73 645 FL = 64 .60 645 STA. 5 0 +20.000 SAN. SE6 ER 655.50 FL OUT 640 END'. 8' DRAINAGE SWALE 640 635 —1 635 L FTA 500 +00 +25 +50 +75 501 +00 +25 +50 +75 502 +00 +25 +50 +75 503 +00 +25 +50 +75 504 +00 +25 +50 +75 505 +00 +25 +50 +75 506 +00 PROJECT NB, 081016 -00 DESIGNED BY, B.IIOPKEY PROJECT GATE: osne/zmD cxecREO Bn ssovERS NO DATE By REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS UNDERDRAIN SHEET NO. M.16 - CAD DATE: 6/14/2010 1619:26 A.N OR BY: d.DEeoaER CAD FILE: %i \DM\IE\ 2008\ 081016 -00 \CAB \Plans \0010 t6- 00_M16.SHi CITY OF IOWA CITY, IOWA STORM SEWER LAYOUT SHEETS 209 _ _ \ _ • v v v PFZ\OPOSED 48 d SANITARY SEWER [ v v TO S" SHEET * _ _.� _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �ry7�� 595 S20 -.. g C)� V vvv _ v`y� Ale 1 '2 �U- I /C) -_ - -- TEMP, CONSTRUCTION EASEMENT G9 s /f. 0 �/ N o zo FEET Y 675 m 675 E %tt$TIN GROUND 670 0.4 PI 670 665 665 660 660 _ _ P-211 24" HOPE 23 LF 0�_2% P -210 24" RC' 188 LF 0 0. % P -209 24" DPE 2 1 LF 0 655 STR STA TURE S- 10. 48" DIA.SW -101 655 g T 7CASINrPE 0+0 . 0. T STR CTURES 211, 48" DIA. SW 401 RIM LEV.= 6 4.11 STA FL 17 FL = 657. 7 P -210 508 +13.36. 0.00 RT RIM ELEV, ,68.45 TA ". 7 4 -. STA OAT 657.17 P -211 650 L" 4 7. 650 FL- N = 657.09 P -211 SOTT F 56.97 _ - FL - UT =- 657.08 P-212 EGIN 42 STEEL C ASWG PI E -ENO 42" STE L CASIN PIPE - ROT OM WELL = 656.58 645 645 Tl 506 +00 +25 +50 +75 507 +00 +25 +50 +75 508 +00 +25 +50 +75 509 +00 +25 +50 +75 5(0 +00 +25 +50 +75 511 +00 +25 +50 +75 512 +00 PROJECT 1:0: 081016-00 DESIGNED 9r: 9.aDPXEV _ NO DATE 6Y 6EVI6IGN DESCRIPr104 420TH STREET CORRIDOR IMPROVEMENTS saner NO, PROJECT DnrEe Ds /zaaom ca..... ar: S.SOYEflS FROM US HWY 6 EAST TO CITY LIMITS UNDERORAIN MA 7 ceD DATE: fins /zDlo u:19:zv An DNA4N 9r: d.DeeoxEa STORM SEWER LAYOUT SHEETS CAD FILE: X: \04 \IE \2008 \0 81 0 16 -0 0 \CAO \Plans \081016 -00.417.SHT CITY OF IOWA CITY, IOWA S � s � \ v FAA . \ \�oN, \ HG T \ °o L � a O 0 _ O `� O - ABANDON (IN PLACE) O • t - - i= } �q } FIELD TILE �. - / O e O 0 - - (0 — _ n _ - 00 \ 1� — — Lo 1EXISTING — TO. — i` ! d 1 S h I EXISTING FIELD TILE OF -' -- APPROXIMATE LOCATION ' TEMP. — CONSTRUCTION EASEMENT _ — — — 1\ s��/} r CONNECT EXISTING FIELD TO PROPOSED UNDERDRAIN TILE �r 1 } y E i PROPOSED 48 "ID SANITARY SEWER / Z- gg /(RFFER TO "S" SHEETS) - -- s J _ _ _ _ _ _ _ _ „ _ _ _ _ _ _ _ _ _ 1 _ _ 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ \_ STORM SEWER \ — HEMP. CONST — — __ -- - - - -- — — — — — — — — — —ye -- N 0 20 veer ttIM tLt .= Ob . 4 vL IN 658:06 -209 650 FL OUT- 658.06.. -210 650 aeG 645 512 +00 +25 +50 +75 513 +00 +25 +50 +75 514 +00 +25 +50 +75 515 +00 +25 +50 +75 516 +00 +25 +50 +75 517 +00 +25 +50 +75 518 +00 PROJECT NO: Osrors -OO DESIGNED BY, s.HOPZEY No I Dare I BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT Dare: os /zs /zOTO cnececo er, Sso_ #Foth FROM US HWY 6 EAST TO CITY LIMITS FROM UNDERDRAIN M.18 — CAB DATE: s /Mrzola u,rs:O2 an OR er: a.Deeo,rER STORM SEWER LAYOUT SHEETS cao FILE: x: xDmTFx2DDeaDemis- ooxcaOxPia:,.aoRrD ls- oo_nrsser CITY OF IOWA CITY. IOWA 0 Q j \\ O O v AAy x In \ \ \ ND — — — — — — — — — — — — — — — — — — — — — — — — T Ed P . _ -C T H l 1 C \s - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (y ! -- 'Ji — -- — - - - -- — — — - - - - -- - -- — — — — _IEME.LO RLLL S99 �019- Q 599- O O'/ O+ . / -207 4� -- N N N _..- - _. - - -- N Lo� I \g N _ rl. qr 000.IY ) //� �\LE A NIE U T — — — — — — --- -- ' — —_ — — — — — — — -- —.. — i �1)p -_ - -- �i�t �t1t r ROPOSE1, 4849 SANITARY SEWER _ �G� � -E ~417 Ic( _ - - n (REFER TO,/"S" SHEETS) 0 20 1 FEET FL "' 659.11 -207 4� rl. qr 000.IY cyo 0 20 1 FEET PROJECT NOi 08101600 DESIGNED BY. B.IIOPXEY PROJECT DATEi 05/26/2010 CHECKED BY: MOYERS CAD DATE 6/14/2010 1L19:85 A4 DRARY BY J.OEBOAER CAD FILE: %i \DM \IE \2008 \081016 DO \CAD \Plans \081016 00 M19.SHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS UNDERDRAIN CITY OF IOWA CITY, IOWA I STORM SEWER LAYOUT SHEETS SHEET NO. M.19 FL "' 659.11 -207 rl. qr 000.IY cyo FL .OUT 659.10 -208 FL OUT: 659.74 207 COT TOM WELL.: =.6 8.60 BOTTOM WELL= 659..24' 650 650 645 PROJECT NOi 08101600 DESIGNED BY. B.IIOPXEY PROJECT DATEi 05/26/2010 CHECKED BY: MOYERS CAD DATE 6/14/2010 1L19:85 A4 DRARY BY J.OEBOAER CAD FILE: %i \DM \IE \2008 \081016 DO \CAD \Plans \081016 00 M19.SHT 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS UNDERDRAIN CITY OF IOWA CITY, IOWA I STORM SEWER LAYOUT SHEETS SHEET NO. M.19 16" v 16^ Y 16, PREPPI E GROUN 675 675 EX STING GR UNO - 670 670 e PIPE 53 �W TER MAI 665 - 665 P -205 24" RCP 408 F 0 L.3' 655 +25 STA. RIM 524 +42: ELEV.= 6 I. 0.00' 3.77 RT 1 PROJECT 110: 061016-00 oesicnso Rr: 8 IPFEY No DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS FG E El It EV.= 674-82. -203— sBSEi xo. PROJECT DATE: 05128/2010 CRECKEO Rr: sso.ERS - FROM US HWY 6 EAST TO CITY LIMITS 655 UNDERDRAIN M,2O FL IN = 660. i6 P -205 CAD DATE: 6/14/2010 11:19:87 a4 oRAtiw fir: d.oEeauEx STORM SEWER LAYOUT SHEETS FL It 661.9 P -204 CITY OF IOWA CITY, IOWA FL OUT- 660.A P -206 FL 0 T= 661.8 P -205 Fl- 652.74 -.BOT? M WELL = 660.14 BOTT M WELL = 661138 EX1 T, 48 "' SAN SEWER 650 650 aes 645 524 +00 +25 +50 +75 525 +00 +25 +50 +75 526 +00 +25 +50 +/5 52 / +UU +25 +5u +/5 oZbtuu +4� +oU PROJECT 110: 061016-00 oesicnso Rr: 8 IPFEY No DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS sBSEi xo. PROJECT DATE: 05128/2010 CRECKEO Rr: sso.ERS FROM US HWY 6 EAST TO CITY LIMITS UNDERDRAIN M,2O CAD DATE: 6/14/2010 11:19:87 a4 oRAtiw fir: d.oEeauEx STORM SEWER LAYOUT SHEETS CAD FILE: %: \04\IE \2008 \081016 -00 \CAD \Plans \061016- 00- M20.6Mi CITY OF IOWA CITY, IOWA \ 1 0 fi , 1 00 + , ♦ \ o '� + o� g + / �' r .,. i JJ + 0-\ 12'Y_� q pp '<9�� COtU. It \ \ °FUTURE ROAD�> FUTURE ROAD \ \� A I I• JI r \ o �� �p X s �1 F £ � R/W � I I 17 � III Ii P/L P/L P/L P/L P/L — 1 N N STRUCTURE S -204, 18" RCP PLUG 0 STA. 123 +23.73, 75.88 RT (420TH STREET) FL OUT= 662.06 P -204 PROPOSED E GROUND 675 . _ 675 _. 670 Eox SPI E GROUND '. 670 gg R CP66 7 32 WATER I MAIN 665 -. STORM SE ER 665 P -P0 24" RIP 104 LF @ 0.2. 660 STRU TURE S -2 5. 60" IA. SW- 01 STRUC URES -20 . 24" RIP PLUG T STA. 529 +63.03 0.00 $28 +56.5 EV.= 674.82 .0.00' FIT STA. FG E FL OU = 662.10 P -203 655 = 61.8 - 655 FL It = 661.9 P -204 FL 0(T= BOTTOM 661.8 WELL P -205 661.38 FL EXI 652.74 T,48" 650 SAN -SEWER 650 645 645 __FT_ +75 529 +00 +25 +50 +75 530 +p0 +25 +50 +75 531 +00 +25 +50 +75 532 +p0 +25 +50 +75 533 +00 PROJECT NO: 061016-00 DES1c�D BY: SMCUEY nn onrE er REVIS104 DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET 10. PROJECT CATE: 05/28/2010 CHEMED BY, s.SOVERS CAC DATE: 6/14/2010 11,19:40 A..4 DRAWN er: J.OE6OWER f/Foth FROM US HWY 6 EAST TO CITY LIMITS UNDERORAIN M.2� - CAD FILE: xAOnVE�2ooe�o910 1s- oOACaD�P1e:, :�o8to1so0_M21.6Mr CITY OF IOWA CITY, IOWA STORM SEWER LAYOUT SHEETS - -- LOG OF BORING NO. SB -1 Page 1 of I CLIENT ENGINEER Foth Infrastructure and Environment, LLC Path Infrastructure and Environment, LLC SITE East of Sioux Avenue PROJECT Iowa City, Iowa Proposed Sanitary Sewer Extension SAUPLES TESTS !1''S o DESCRIPTION DESCRIPTION tr s a u Approx. Stu. XX +XX.XX - XX.XX' LT Approx. Stu. XX +XX.XX - XX.XX' LT Approx. Surface Elevation.: 659.5 if A piprox. Surface Elevation.: 658.5 ft am PA Topsoli PA L/C IT ST 657.5 LEAN TO FAT CLAY TRACE SAND 31 80 1630 LEAN TO FAT CLAY WITH ORGANICS, L C I ST 16 29 95 3540 Gray and Brown Mottled, Stilt L /CI 2 3 655.5 6 32 85 1900 5 SILTY CLAY TRACE SAND L /AI 2 ST 24 17 109 3570 45 Dark Gray, Stiff 654 5 6 653.5 L/C 3 ST 9 SILTY FINE TO MEDIUM SAND 6 Gray 652.5 SM GL 3 ST 12 I8 112 7730 s L/C 14 ST CL 4 ST 16 3190 18 111 7550 to — Very Stiff to Stiff PA SANDY LEAN CLAY TRACE GRAVEL WITH OCCASIONAL SAND SEAMS 4 Gray Brown, Medium Stiff to Very Stiff SANDY LEAN CLAY TRACE GRAVEL WITH OCCASIONAL SAND SEAMS CL 5 ST 17 16 116 2630 14 Gray, Stiff 645.5 SM TLS 5 SS 18 6 26 1500, S IS PA PA SILTY FINE TO MEDIUM SAND 19 639.5 Gray and Brown, Loose CL SM 6 SS 14 4 22 22 1500, SILTY FINE TO MEDIUM SAND 20 Brown, Loose 638.5 20 BOTTOM OF BORING The stratification lines represent the approximate boundary lines SS 15 7 22 ,Calibrated Hand Penetrometer between soil and rack types: in -situ, the transition may be gradual, 11CME 140H SPT aubo,.1a hammer WATER LEVEL OBSERVATIONS, 0 IV 12 WS g 8 AN 2 4 BORING STARTED s 5 -1 -09 WL BORING COMPLETED 5 -1 -09 WL is RIG 83E FOREMAN RH I WL APPROVED TWS JOB # 06095604.03 II a " 1 y r 1 LOG OF BORING NO. SB -2 pa e I of 1 t y�1 F Iq CLIENT ENGINEER ; Q Xl[I ri1 Path Infrastructure and Environment, LLC Toth Infrastructure and Environment, LLC ! .1 i(�: SITE East of Sioux Avenue PROJECT Iowa City, Iowa Proposed Sanitary Sewer Extension /�f SAUPLES TESTS !1''S DESCRIPTION Sc u Approx. Stu. XX +XX.XX - XX.XX' LT Approx. Surface Elevation.: 659.5 if zG PA L/C IT ST 5 31 80 1630 LEAN TO FAT CLAY WITH ORGANICS, \ TRACE SAND L /CI 2 ST 6 32 85 1900 5 6 653.5 L/C 3 ST 9 23 102 4240 LEAN TO FAT CLAY TRACE SAND L/C 14 ST 8 26 98 3190 Gray Brown and Dark Brown, Very Stiff to Stiff to 14 v 647.5 SANDY LEAN CLAY TRACE GRAVEL WITH OCCASIONAL SAND SEAMS CL 5 ST 17 16 116 2630 14 Gray, Stiff 645.5 SM 18 IS PA SILTY FINE TO MEDIUM SAND Gray and Brown, Loose SM 6 SS 15 7 22 20 $39.5 20 BOTTOM OF BORING s is a p The siratiflcatlon lines represent the approximate boundary lines 'Calibrated Hand Penetrometer g between sail and rock types: In -situ, the transition may be gradual. „CME 140H SPT automatic hammer a WATER LEVEL OBSERVATIONS, ft BORING STARTED 5 -1 -09 WL 112 WS $ 8 Al 4 4 BORING COMPLETED 5 -1 -09 o WL RIG 83E FOREMAN RH o WE APPROVED TWS JOB d 06095604.03 PROJECT No: 081016 -00 DESIGNED BY. B.HOPKEY NO DATE BY REVISION DESCRIPTION I SUBJECT T O CHANGE I SHEET NO. PROJECT GATE: 12/e41567e — cHECxeO eY: S.90VERS 4M TH STREET IMPROVEMENTS SOIL BORING LOG ((�� CAD DATE, 5/17/2010 12:18:95 PM DBAk'N BY; J.DE6p6ER FROM US HWY 6 EAST TO CITY LIMITS Q.o1 ova CAD FILE: X:\DIME\ 2006 \081016 00 \CAD \Plans \OBI016 -DO OOLSHT CITY OFIOWA CITY, IOWA LOG OF BORING NO. SB -3 Page 1 of I CLIENT ENGINEER Foth Infrastructure and Environment, LLC FOUR Infrastructure and Environment, LLC SITE East of Sioux Avenue PROJECT Iowa City, Iowa Proposed Sanitary Sewer Extension SHEET NO. Boring Location: Offset 25' North SAUPLES SAMPLES iE5r5 SOIL BORING LOG I TESTS Q.02 CAD DATE, 5/17/2010 12:18:36 PM DRAWN BY, 3.oE8ouEa DESCRIPTION o DESCRIPTION - 7 z a\ 1 CITY OF IOWA CITY, IOWA 6i - - Approx. Ste. 101 +48.53 - 2.24' LT Approx. SIR. XX +XX.XX - XX.XX' LT w 'g o w o A rox. Surface Elevation.: 671.5 it Approx. Surface Elevation.: 662 D 30 9 °u In = ` 0.5 6" Topsoil 661.5 4 PA PA NN I L/C I 1 ST 9 35 80 590 Nk LEAN TO FAT CLAY TRACE SAND & LEAN TO FAT CLAY TRACE SAND ORGANICS & ORGANICS % L/C 12 ST 1 L/C 1 2 ST 16 33 <500- Soft to Medium Stiff 5 29 89 870 5 PA 3 ST 8 26 95 1630 LEAN CLAY TRACE SAND L/C 1 3 ST 14 29 94 1500 \ Gray Brown and Dark Brown Light Gray and Brown, Medium Stiff below about 6 feet. g 663.5 PA PA ZZ L-M, 4 ST 12 22 100 L/C 1 4 ST 24 l0 28 94 1710 9 653 CL 17 110 2890 XX a PA 13 658.5 SANDY LEAN CLAY. TRACE GRAVEL LC 1 5 ST 20 WITH OCCASIONAL SAND SEAMS 1017 4650 LEAN TO FAT CLAY WITH SAND CL 5 ST 16 \ 19 110 3440 Light Gray and Brown, Stiff 5 IS 656.5 IS PA BOTTOM OF BORING 3 CL 6 ST 16 23 100 2140 19 643 - Calibrated Hand Penetrometer between sail and rock types: In -situ, the transition may be graduol. SILTY FINE TO MEDIUM SAND 20 Brown 642 20 - -CME I40H SPT autamolic hammer WATER LEVEL OBSERVATIONS, IT BOTTOM OF BORING k The strotIfIcatlon lines represent the approximate boundary lines 5 -1 -09 WL ¢None Y -Calibrated Hand Penetrometer between soil and rock types: In —situ, the transition may be gradual. 5 -1 -09 s WS None AB $ ? - -CME 140H SEE aulomafic hammer WATER LEVEL OBSERVATIONS, fl y l WS ? 3 AB ? Y j WL BORING STARTED 83E FOREMAN 5 -1 -09 o WL BORING COMPLETED 5 -1 -09 WL APPROVED TWS JOB RIG 06095604.04 83E FOREMAN RH s WL APPROVED TWS JOB H 06095604.03 P I LOG OF BORING NO. RB— I pa 1 of ll' t CLIENT Foth Infrastructure and Environment, LLC ENGINEER Falls Infrastructure and Environment, LLC SITE U.S. Highway 6 to Iowa Interstate Railroad PROJECT ` I Iowa City, Iowa Proposed 4201h Street Improvements SUBJECT T O CHANGE SHEET NO. PROJECT DATE, 12/34/5678 CHECKED BY, s.SOYERS SAUPLES iE5r5 SOIL BORING LOG I Q.02 CAD DATE, 5/17/2010 12:18:36 PM DRAWN BY, 3.oE8ouEa DESCRIPTION o - 7 z a\ 1 CITY OF IOWA CITY, IOWA 6i - - Approx. Ste. 101 +48.53 - 2.24' LT w 'g o w>i $� A rox. Surface Elevation.: 671.5 it 30 PA NN I L C 1 ST 3 28 4000' Nk LEAN TO FAT CLAY TRACE SAND & ORGANICS L/C 12 ST 1 28 Brown, and Dark Brown, Stiff 5.5 666 5 PA CL 3 ST 8 26 95 1630 LEAN CLAY TRACE SAND Light Gray and Brown, Medium Stiff g 663.5 PA ZZ L-M, 4 ST 12 22 100 630 SILTY CLAY TRACE SAND l0 PA XX Gray and Brown, Soft 13 658.5 LC 1 5 ST 20 24 1017 4650 LEAN TO FAT CLAY WITH SAND \ Gray and Reddish - Brown, Very Stiff IS 656.5 IS BOTTOM OF BORING 3 The stratification lines represent The approximate boundary lines - Calibrated Hand Penetrometer between sail and rock types: In -situ, the transition may be graduol. - -CME I40H SPT autamolic hammer WATER LEVEL OBSERVATIONS, IT BORING STARTED 5 -1 -09 WL ¢None Y BORING COMPLETED 5 -1 -09 s WS None AB $ ? j WL RIG 83E FOREMAN RH WL Backfilled APPROVED TWS JOB N 06095604.04 15 it1 10: 2 PROJECT NO: 081016-00 DESIGN" BY, B.HOPKEY NO GATE eY REVISION DESCRIPTION 420TH STREET IMPROVEMENTS SUBJECT T O CHANGE SHEET NO. PROJECT DATE, 12/34/5678 CHECKED BY, s.SOYERS FROM US H WY 6 EAST TO CITY LIMITS SOIL BORING LOG I Q.02 CAD DATE, 5/17/2010 12:18:36 PM DRAWN BY, 3.oE8ouEa CAD FILE: x, \OM \IE\ 2008 \001016 -00 \CAD \Plans \081016- 00- OOI.SHi 1 CITY OF IOWA CITY, IOWA z LOG OF BORING N0, RB— 6 pace I of I CLIENT ENGINEER Foth Infrastructure and Environment, LLC Folh Infrastructure and Environment, LLC SITE U.S. Highway 6 to Iowa Interstate Railroad PROJECT Iowa City, Iowa Proposed 4201h Street Improvements SITE U.S. Highway 6 to Iowa Interstate Railroad PROJECT E` I i j t)k ' `, Iowa City, Iowa SAMPLES TESTS SAMPLES TESTS DESCRIPTION o DESCRIPTION Approx. Stu. 127 +49.43 - 21.36' RT o 3 z w tit - - Approx. OR Elevation.: 673.5 it � A rox. Surface Elevation.: 679.5 it am `ate m ao 3 I'll 0 — 12" Topsoil with 4 Root Zone ' PA PA I 672.5 L /CI I ST 8 28 L/C I ST 6 29 90 2750 LEAN TO FAT CLAY TRACE SAND \ and Brown, Mottled, Stiff to Medium Stiff and Brawn, Mottled, Sil(f to Medlum Stiff L/C 12 ST 7 30 84 1360 \ L /C1 2 ST 12 33 85 1340 5 668.5 5 5 V 674.5 5 PA PA VON CL 3 Si 24 CL 33 83 700 32 84 740 LEAN CLAY TRACE SAND PA LEAN SLAY TRACE SAND PA CL 4 ST 24 29 91 920 Brown and Gray, Soft CL 4 ST 20 30 90 1040 0 to PA PA V- 12 667.5 Cray, Medium Stiff below about 12 feet. ]_- CL 5 ST 19 ST 26 95 1540 99 1590 Gray, Medium Stiff IS 658.5 IS BOTTOM OF BORING t 15 654.5 15 IS The stratification lines represent the approximate boundary Tines BOTTOM OF BORING rCalibrai¢d Hand Penetrometer -. between soil and rock types: In -situ, the ironsilion may be gradual. cz "CME 140H SPT automatic hammer WATER LEVEL OBSERVATIONS, it BORING STARTED 5 -12 -09 o WL ¢ 12 WD 'F 13 JAB Q Y Oackfilled BORING COMPLETED 5 -12 -09 ,.. WL siralificatlan lines represent the approximate boundary Imes RIG 83E FOREMAN 'Calibrated RH WE APPROVED TWS JOB k 06095604.04 PROJECT NO, 081016 -00 O"n"'A O BY, B.HOPNEY NO DATE BY REVISION OESCRIPTI04 it PROJECT DATE, 12/94/5678 CHECKED BY: S.SOVEBe CAD DATE. 5/17/2010 12:18,98 PH ORA'xTl BY: JAEBONEfl CAN FILE, x: \D4\lE \2008 \091016 -00 \CAD \Plans \081016- 00.001.SHT 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET NO. FROM US HWY 6 EAST TO CITY LIMITS SOIL BORING LOG Q.05 CITY OF IOWA CITY, IOWA V LIYI LOG OF BORING NO. RB— 7 pa A i ol)1.) ( J A If 2i5 CLIENT Toth Infrastructure and Environment, LLC ENGINEER Foth Infrastructure and Environment, LLC -fir ,i> SITE U.S. Highway 6 to Iowa Interstate Railroad PROJECT E` I i j t)k ' `, Iowa City, Iowa proposed 4201h Street Improvements SAMPLES TESTS o DESCRIPTION Approx. SIC. 132 +50.37 - 22.14' RT g o z w tit - - � A rox. Surface Elevation.: 679.5 it m ao 3 ' 0.5 6" Topsoil with 4" Root Zone 679 PA L /CI I ST 8 28 82 2620 N LEAN TO FAT CLAY TRACE SANG \ and Brown, Mottled, Stiff to Medium Stiff L/C 12 ST 7 30 84 1360 \ 5 V 674.5 5 PA CL 3 ST 18 32 84 740 LEAN CLAY TRACE SAND PA Brown and Gray, Soft to Medium Stiff CL 4 ST 20 30 90 1040 to PA 12 667.5 SILTY CLAY TRACE SAND L/M 5 ST 17 24 99 1590 Gray, Medium Stiff t 15 654.5 15 BOTTOM OF BORING cz ps The siralificatlan lines represent the approximate boundary Imes 'Calibrated Hand Penetrometer ~ between soil and rock types: In -situ, the transition may be gradual. "CME 140H SPT automatic hammer WATER LEVEL OBSERVATIONS, H BORING STARTED 5 -12 -09 BORING COMPLETED 5 -12 -09 WL 4 5 WS 1 14 AB $ g Backfillad WL RIG 83E FOREMAN RH WL APPROVED TWS JOB N 06095604.04 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET NO. FROM US HWY 6 EAST TO CITY LIMITS SOIL BORING LOG Q.05 CITY OF IOWA CITY, IOWA LOG OF BORING NO. RB— 8 Page 1 of 1 CLIENT ENGINEER Path Infrastructure and Environment, LLC Folh Infrastructure and Environment, LLC SITE U.S. Highway 6 to Iowa Interstate Railroad PROJECT Iowa City, Iowa Proposed 420th Street Improvements SAMPLES TESTS o DESCRIPTION — Approx. Sta. 137 +97.35 — 13.43' RT o u Approx. Surface Elevation.: 685.5 it `sue PA LEAN TO FAT CLAY WITH ORGANICS LL =47 L/C I ST 8 27 92 2100 TRACE SAND PI =26 2.5 683 I OC =5.5% LEAN TO FAT CLAY TRACE SAN L/C 2 Si 6 27 2000 Brown, Medium Stiff 5 680.5 5 PA Y CL 3 ST 18 28 90 540 LEAN CLAY TRACE SAND_ Brown, Soft s PA CL 4 ST 18 22 104 1310 / Medium Stiff below about 6 feet. 10 PA 512 673.5 SILTY FINE TO MEDIUM SAND SM 5 SS 16 3 18 Brown, Very Loose 75 670.5 15 BOTTOM OF BORING Note: LL = Liquid Limit, PI = Plasticity Index, OC = Organic Content (loss on ignition) s a" w the stratification tines represent the approximate boundary lines rCalibroted Hand Penetrometer between sou and rock types; in -silu, the Iransillon may be gradual. "CUE 140H SET oulomolic hammer 9 d WATER LEVEL OBSERVATIONS, it BORING STARTED 5 -1 -09 WL IV 8 Y!S = 6 AB ? Y Backfilled I BORING COMPLETED 5 -1 -09 o WL RIG 83E FOREMAN RH WL APPROVED TWS JOB H 06095604.04 PROJECT NO: 081016-00 DESIGNER BY, B,HOPxEY PROJECT OATS, 12/34/5678 CHECNEO BY 5 SOVERS CAR DATE, 5/17/2010 1248:39 PM DRAWN BY: J OEeONER CAB FILE: x: \04\IE \2009 \081016 00 \CAmPlans \081016 o0- OOI.SHT 420TH STREET IMPROVEMENTS I SUBJECT TO CHANGE FROM US HWY 6 EAST TO CITY LIMITS SOIL BORING LOG CITY OF IOWA CITY, IOWA 2010,i()it I S (lief f0: f tE E:EPlg r.l 'r;1r F (tl f F [[EK,K c_�I iiS l 0 V i"A [.� Y, I 1 111' -,7 SHEET N0. Q.06 " IPL C 91LT FENCE +� }. o � \ \ 2U �U 1���I 1" h - i 8T� 100.50 IO H6FLn " ! JUN 11 10: 26 10 I/A fl §�— \ p _ _ _ _ - — -_> -Y / _ N / ' _ \ RL INLET PROT CTI \' 7A 322. £ 32�.56R V II , PLAC SIL FENCE FOR OITCH�'CHECK PLACE SILT FENCE FOR DITCH CHECK _ S 23_.60 LT, LENGTH 15' �� �p ° "� _ • _ /� p� �°p� � `� STA ��+060 T, LENGTH 15 � - .. - -_ ACE SILT FENCE�RQR DITCH CHECK IN, � • TA Bn -- -STA 324.60 LT, LENGTH-15' A / t PLACE-SILT' -FEN_ NOR DITCH CHECK , �m Ip -------- -74 TH ST- • _ T 1)ENG 15' wv DO/ _ Sr / i o US HWY 6 — / � - QI PLACE SILT SOCK MATERIAL AT INTAKE - - '- - / -.____ G PAVING INSERT. 1, a10 •�.29 AAA + LACE SILT FENCE 1 Q 11�'I p o . D, O ° 00+11 O r 5S A-ti .5 N o O 1� L—io"i- o _ IOU r -_ - -` _ _ - _ _ _ - - - - �� _ - - �_- ' O _ y GRADING LIMITS _ 6, 15 W 420TH STREET LY'SZ•OI iZ9A51W I aTU ,\ \x.. — a�._ ®^Cr�r��. ®: `�T�•��: - "p .�. p ®, ®� •— r ®T ®pn R��1 G L� ITS m \ .P `PLACE SILT FENCE - - - " r i I STA 100.60 - 106.15 — — — — _ — .— s� u PLACE SILT FENCE STA 106+30'- 136+85 \ T� N 0 FEET 30 OPEN OPENING IUPONOCOMPLETIONLOF INTAKEEAND PAVING INSERT. PROJECT NO. 081016 -00 DESIGNED BY, B.HOPREY NO DATE BY REVISION DESCRIPTION SHEET R0. PROJECT DATE. OvzeaOm CHECKED BY. S.sOYERS 420TH STREET CORRIDOR IMPROVEMENTS 420TH STREET #/Foth CAD DATE: 611112010 2:22:06 PH DRAxw Br. J.os60vEa FROM US HWY 6 EAST TO CITY LIMITS GRADING AND EROSION CONTROL PLAN R,01 CAD FILE. %: \UY \IE \2006 \0 61016-00 \CAD \Plans \08IU1600_ROLSHi CITY OF IOWA CITY, IOWA /N i I STA INLET - \ / PLACE SILT FE _ 4 ryrye � � TCT ION I � � •. -_ , � � a� FO INroLET PROd � � + O O <e f � _1� _ -- - -- _2 1,"H iftL Lam- \ GRADING LIMITS —�I / —\ 7— — — Ir /v P St -v / 5 yu•v��lry 1/ v P /X - -n L —P ° v t tea. _ �»— — ° •. / 420TH I STREET -- --b15 i I r - — ��- aX Pn� 1 G L�TM S—�- . T � —.�-- �._�. •�e —7 L- _ .__L - /�1_ — — — — — PLACE SILT FENCE / _ / -e.— — — — — — — PLAC SILT SOCK COMPLETION FL INTAKE • -Z / STA 106 +30 - 136 +85 / OPEN NG UPON COMPLETION OF IN K N& _ / PAVING NSERT. � o i / '� - - fi I� - - - - -g - -- - 1 + I o 0 0 - -�_ ^ / � GRADING LI 1TS PLACE SILT FENCE —• ry FOR INLET PROTECTION __ ___ a___ _ STA 126 00 - 126 +10 — — ry .. Y my r. \ Iav /ry Ir:. Ir• — u-v Kry P w v Iry uv— —emu' OH♦ ea/ - M- "' w.—w'—w. MY M r W . / a • . ra• �� Pry Pn I 420TH STt,EET >ta GRADING LIMITS �— P/ / - - - - PIM P/M i �\ — �� �� • _ a _ �v N ' PLACE SILT FENCE _ STA 108 +30 - 138 +85 Q PLAC SILT SOCK MATERIAL AT INTAKE O FEET 30 —- „/ OPEN NG UPON COMPLETION OF INTAKE A���jjjDDD I �� �• _ pI�VING INSERT. PROJECT NO. 081016 -00 OESICNEO BY. e.HCPKEY NO DATE or REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET No. PROJECT DATEi 05/28/2010 CHECKED BY. S.SOYERS - 420TH STREET R.U�1 CAD DATE. 6/11/2010 2:22:08 PET DRAWN 8Y, J.0E80WER _ - FROM US HWY 6 EAST TO CITY LIMITS GRADING AND EROSION CONTROL PLAN R G CAD FILE, X. \OM \IE\ 2008 \081016-00 \CAD \Plans \081016- 00- ROLSHi CITY OF IOWA CITY, IOWA I P PE Y 1 � GE DIN USS " PROTE FE �iN - LD �. IB SN L I _ i � s ��� O r SILT FL_NCE 48'P RCP (T LOCK LINED) _ V I _ r� _ --'' - - H i4 �� A + EXISTI G .-. CHANNE EXISTING 66" SANITARY SEWER II ' IG - C00 INAT WIT / �.' - _ �/ �" �COORDINA pp QED �� ' moo OF CA NER Y� � �%I ^' J` )� -a.P x PROPERTYT OW HR � � o - -_ _ �. , ®�VAL ... - A �, � - _ _ - �� �I ��7 ... I.., '.II I 1 SN- ___ - �COORDIN i � I �l -fi �� Y _� A Y� OFFENCE I� 16 • /��� J �y, �\V, 1{_13 ;__ -- OPS014 F MOVAL_ AND - _. �V� ♦� _. - -�'� ��PR IY OW PLH ` \\ •� INSTALL S N R10R T0� A CONSTRUCTIO] -.1 �� FE SIL \( �_ t ISILi FENCE > St / ) I / .INSTAL 1 5 •F __ - �PJ�OfMS 0 ENOERORAIN - �_ V V A� > ARRqq� qq [ 9 -k TEMP TRI�CTI i ��� (�AS 1 5 �� Y fENCEN '. - 3 �� da / ( SQ / MANHOLE LOCATIONS J 849, H -19, I� _ ,' �� I �6TYf IOk+ B All", p NORW EAST 5 j/ �� RE(<tOVE 9 L OF FENCE - SEE §�lJ ��R 'GS s,s SN 1 � � / � / ,� � � MIT 2 599120.40 2192550.21 - SHE STA. 5113 +55.00, 89.00' LT - MI I3 599008.87 2192157.08 r \J MH 14 599091.45 2192071.41 APP ROX TION �- SEE & 8.10 r ��_' STA. 5116 +20.72, 80.00' FIT - L - _ � REMOVE 645 LF OF FENCE MITI 599096.25 2192066.44 _ _ -OP EXIS , ACT MIT I6 599093,04 2191905.26 - V G ACTOR _ - �� STA. 5103 +75.13, 60.00' FIT MH17 598804.10 2191910.95 1 0 - bURING I S' ON OF- - r RT MIIB 598801.82 2191756.13 - 1 ♦ L - +- a 1 ,?< REMOVE -TR€E _�! '' STA. SIDS42 PROPOS 0 SA TA R. /' �I,' (\ M6DI FOR MODIFIED SAN TA Y" - 8 LF, F TEE / (TYPJ /- �' INSTALL 342 LF OF TEMPORARY _ ` / NH 19 598767.56 2191567.63 - -- - _. -- T€ -�� ��- SEWER MANHOLE DETAILS / A CONSTRUCTION SAFETY FENCE NOTE ANO 1 PROPERTY OWNER 48"AEBY CARRIER PI C° BORE AND JACK 72'F SEE J SHEETS - MID- AMERICAN ENERGY CASING WITH PHILLIPS, CHARLES WM. BORE AND JACK "�; BORE AND JACK - ,STEEL ROL RING INSTALL TRAFFIC CONTROL SHALL BE ON SITE DURING TEMPORARILY CHANNEL 48 "ID RCP CARRIER PIPE & FLORENCE T HIGH TO INSTALL CASING PIPE W/T -LOCK LINER Al PRESSURE GAS LINE LOCATIONS STRUCTU E MH -18 84" DIA. ANHOLE STRUCTURE MH 17; I" CIA MANHOLE STRUCTURE MH -14, T E MH-14 48 "X48" EE MANHOLE A.: 5104 14.84;:0.1)0' LT STA. 5102+60.00, .00' LT STA, - �© .8"X 4T 680 :: -. IM -. ELEV.'. 659:50 680 FL. IN FL. OUT = 642.45 �( 642.35 N -17) SN -18) : F :. BOTTOM '.: OUT ='. WE 3.07 �IS -L =- .642.7 7 17) FL, IN OUT . 6444.4 - 644.46 (N 13) (MIT-15 BOTTOM ELL = 641.35 BO BOTTOM VELL = N A 670 STRUCTURE M 16; 108' DIA:: MA IOLE STRI CTUREM -13, 96 ". )IA. MANH LE 670 TR CT R H-19 E MODIFIED MANHOLE :: RIM ELEV. - =:: ,. 0' 56:13 L I STA. RIM b109 +9102, ELEV. = ESM5 -0:00 LT :.STA, 51)0+135,56 0.00' 'LT : FL. IN '. =: 644.14:(SN115 FL. IN - 644.31 (SN 12 660 RIM EL FC .: IN V. = .'659.0 642.00 SN -16) :: :: FL. 80T OUT: :64 OM WELL :04'. (SN I6) 8 = 43.04 FL. HOT DOT - 64 OM WELL .71 (SN 1 = 643.71 ) 660 :BOTTOM WELL 'P'E ISTING APPROXIMATE I BORE PIT ' 650 � EXISTING P F GROUND E TERLINE 650 APPROXIMATE FICHE PIT OF SANIT SN- RY SEWE 6 48" RC 289 LF @ 0.30' /.: 58 1L5 4@ .2Q% - 5 1LF 4@ 20 ry 4091 4@8 „020' 8' RCP 640 SN -17 640 - _ 155 LF 0 0.407. STRUC ORE MH -1 . 48" 4 °.BEND. 108 +65.0 =. 644,4 T = , 0.00'.L (MH -14) (SN -15) 40 L OF 72" STEEL C SING PIP SN -1 174 48" RC F @ 0,20% 90 LF CASING BORING W PIPE (0.05" 90 LF WALL 72 "IA THICKNES S EEL )AND STA. FL. IF FL. Ot 630 (0.87 "WALL HICKNESS AND 48" RCP 48 "FCARRIER PIE W /T -L CK LINER @ 0.40% .644.5 630 ARR BEGIN €R- kIPE_ BORE: 5 INSTA 01 +36.55 END BD RCrt9 Ei 5103 81 FIELD V RIFY EL VATION 0 SN -17. DJUST END. ORE: 51 1 +76.55. SN -16 CRADE MAINTA14 TO 0.20% IOLD ELEVATION INIMUM SLOPE OF 00 A MH -16. L PIPES 620 620 610 610 600 ::1_T_LL 600 5101 +00 +50 5102 +00 +50 5103 +00 +50 5104 +00 +50 5105 +00 +50 5106 +00 +50 5107 +00 +50 5108 +00 +50 5109 +00 +50 5110 +00 +50 5111 +00 +50 5112 +00 +50 5113 +00 +50 PROJECT NQ 081016 -00 DESIGNED BY, B.HOPKEY MO GATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE. 05/28/2010 CHECKED BY. MOVERS CAD DATE, 6/14/210 10:47:31 AM OR Bv: J.o8B0vER FROM US HWY 6 EAST TO CITY LIMITS SANITARYSEWER MAIN S.01 CAD Fae xnDMVICV 20067 081016- 007CAOVPl, \000elols.oz_solsnT CITY OF IOWA CITY, IOWA PLAN AND PROFILE SHEETS R/y I i/( i i / M PROPERTY OWNER \� x - -- -. _ I/ / / / -- / / PHILLIPS CHARLES WM QI STA. 5122 +86.00, 47.00' LT 2 STA \Sn�2 00 46 50' LT & FLORENCE T. STA. 5123 +92,00, 62.00' IT STA 512 @+10 D 67 00' IT REMOVE 150 LF OF FENCE i2EMDY €� 2 F�OF FENCE. \� v� Q STA. 5122 +86.14, 38.05 LT 04 STA 5116 \2 19, 6.00' Rl STA. 5126 +59,36, F TEMPORARY LT STA, 8�2� +g351t F il0M R \ j INSTALL 391 LF OF TEMPORARY --- INSTAL � 381 L OF �FAMPORARY FIELD FENCE q. CONStR�1Ct ION FEtJY F €NCE p /gyp °! p ALL LIVESTOCK UNDERPASS Q%CONSTRUC1126 ION. SAFOF iEh1POR Rg �j - -I ONSTRU 02'2 F�E�YO)ENCE TEMPORARY (,Q 10 JL�i 15 P lif l Ei r' n f \ r._ COORDINATE LIVESTOCK - -. 665 ©INSTALL TEMPORARY MOVEMENT WITH PROPERTY o` >` CONSTRUCTION SAFE Y i +i / /i - - - -- i' OWNER ° DIN$TALL TEMPORARY FIELD -� FENCE = �� I 1411 w �J FENCE \ Q2 COORDINATE REMOVAL OF -_ / / 11'18 inn ! to I '4V N y FENCE WITH PROPERTY/ 4 > - -- OWNER � ! © COO RDINATE REMOVAL FENCE WITH PROPERTY OWNER -/ 48 6 RCP (T LOCK � NE[) ARY SEWER / 5 L BO E G / / I / Fyr P INSTALL TEMPORARY CONSTRUCTION ATEI,W. OONST. EASEMENT SHE 10.0 IftAND00.02� SAFETY FENCE. IVE ACCE ILL - ' PR2� XI G GATE) _ _ - _ _ _ _ _ _ 9 Li• N '-: - , ����� _ sE SEE M SHEETS MANHOLE LOCAilONB IN NORTH EAST M7p 598728.91 2193533.82 REVISION DESCRIPTION 48"0 RCP P.NB 598725.23 2193527.59 420TH STREET CORRIDOR IMPROVEMENTS 33' - -_ -_ _ / 45° BEND _ - TEMP_CONST. NH9 598817,16 2193244.12 MHIO 598678.64 2193117,85 SHEET NO. PROJECT DATE, 0512812010 CHECxEO BY: I IOV Rs en4 /2010 10:4):]4 AM DeawN BY 1]CeBouER �/ '-BORE AND JACK 42 "II -N EASEMENT. Yd111 598888,04 2192851.34 \24"d RCP SCARRIERH PIPE �� -� V� SAT -n- . - �- ! US T +45�9 PROPERTY OWNER 2* 19 35 PR EC'T 7ION � �� PHILLIPS CHARLES WM. &FLORENCE T M -- -- �_ -- CON3T BORE AND JACK 72"' STEEL CASING,!, _ LI L H b A \ / - F WITH 48"0 RCP CARRIER PIPE W/T LOCK LINER'S ''a - _ fAF` C1 H = COORDINATE WORK IN ROW WITH IOWA DOT \NTH, �� 0�9 X__ -_ IOWA_ CITY OFFIC E s/\ \ �q 0 F 50 z A - Q A. Iu�G� UY PRDPERTYHNER cq- - -- & FLORA E C� E 7 A 1A6TALL EMPOR - - -- / � PHILLIPS CHARLES WM. � \ �'b, CONSTRUC � - AFETY FENCE 690 S AU 9 L 123+ 6.21 0. DILT MAN OE 690 _._ _ R ELEV. 664,03 DO F . IN = 648,13 (SN ) o Ft. OUT = 148.03 (S -9) Q B TTOM WELL = 647.C3 680 680 T UCTURE 14 14, IA. M NHOLE- r - -.$T . 5121 +18,77, 0.0 ' LT m STRUC URE MH-7 48 ' X48' TEE -MAN OLE ST UCTURE -I1 48 48" TEE MANHOLE 811 ELEV, = 665.72 RIM ELEV. = .2 0.00' L 670 ST . 5117 +8 .06, 0.0 LT 'FL IN 64 ,28 (SN ) RlM4, NEV. 66 .58 670 ouf RIP ELEV. = 660.95 - 6 FL, IN 64 .51 (SN 1 ) B TOM WELL = 646:1 FL. DO[ - 649, /(MH -8) SN -12 48," RCP FL, OUT 6 6.49 (SN 1 1) 1 BOTT01 WELL - /A 660 409 t @0.20% BO TOM WEL = N/A -EXISTING GROUN 1 'FI L VE FY ELEVATION OF -9 ADJUST 660 PROFIL @ CENT RLINE 1 $N- GRADE i HOLD ELEVATION F MH-8. OF'SANITARY SEWER 18 9 8" R h�Al TAIN 0.2C% MINIMUM SLOPE 04 ALL FIFES 650 NO GATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE, 0512812010 CHECxEO BY: I IOV Rs en4 /2010 10:4):]4 AM DeawN BY 1]CeBouER FROM US HWY 6 EAST TO CITY LIMITS SANITARYSEWER MAIN 5.02 _ ,� SN -6 48" RCP 495 LF @ 0.2 % 650 CAD EaE: x:\D4\IE\ 2008\ 06101600 \CAO\Plana\00061m602soP_SHT SN -11 48' RCP 37E LF @ 0. OX SN -10 48 ". RCP 34 LF @ 0. STRUCTURE MH -8 48" 45° ENO. 640 APPROXIM TE A PROXIMAT STA: 5126,04.21. 0.00'' LT 640 Y 4 M - FL. OUT = 649.0 (SN -8) CONTRACTOR 0 SUBMIT BORE PIT DETAILS PRIOR TO STA T OF CONSTRUCTION. CONTRA-TOR TFU TRUCTUR MH 12. 6 ". DIA. ANHOLE SHA L PROVIDE -SHEET FILE PLAN STAMPED BY A 1i-0 L BORING / 110 L OF 630 TA, 99.48, 000''. LT REGISTERED E GINEER 1 THE STATE OF iOJA IF P 630 11m CONTRACTO E d E E L IN . 45.73 (S lll PLAY SHALL E- REVIEW 0 AND 'A ROVED 8 IAOOT. (0,875' 48 "1' WALL T CARRIER PIPE ICKNESS) W /T -L AND CK LINE @ 0.40''/ L OUT _ 645.63 ( N -12) CONTRACTOR HALL PRO ILE PAVE ENT EDG S BEFORE BEGIN BORE: 5] N69.95 OT TOM W LL 644 63 AND AFTER D RING IS COMPLETE. END B RE: 5122 79,95 - 620 PROJECT NO: 061016'00 DESIGNED BY: B.HOPKEY NO GATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE, 0512812010 CHECxEO BY: I IOV Rs en4 /2010 10:4):]4 AM DeawN BY 1]CeBouER FROM US HWY 6 EAST TO CITY LIMITS SANITARYSEWER MAIN 5.02 ca0 DATE PLAN AND PROFILE SHEETS CAD EaE: x:\D4\IE\ 2008\ 06101600 \CAO\Plana\00061m602soP_SHT CITY OF IOWA CITY, IOWA - -.. _PROPERTY OWNER .p V H LL CHARLES Wk & FLORENCE k _ 1 � \ i A _5 V - 67 Q ^•- __ / / NS / 5- CK PROPERTY OWNER \ E &L PRYBIL GENERAL PARTNERSHIP \ SA 1 / / ice / /z PIS /I5 A 110: 2z Py /Cl ry � 1 VERIFY LOCATION OF 48" RISERtT.'7TH ENGINEER\ \ \ 2 1 PRIOR TO SETTING INTERMEDIATE EAT TOP FOR �' I ALIGNMENT OF ACCESS WITH FUTURE\AVEMENT. - �HANHOLE LOCATIONS -� MH a- O ORTH E EAST PHl 5 59 625.96 2 2194619.52 RA2 5 599532.31 2 2194620:84 MR3 5 599548.5 2 2194172,97 KIII 5 599252.39 2 2194876.92 MH5\ 5 598963.22 2 2193983.14 RR6 5 598956.56 2 2 93980.98 48"d (PCP (T LOCK. LINED)--- / SANITARY SEWER �J`� PROPk'EO ONDERORAIN EFoibE HEETS- ♦PROPERTY OWNER MANHOLES RIM ELEVATIONS SHOWN CIYX OF IOWA CITY 0 FEET 50 BELOW GRADE SHALL BE BURIED SEE J SHEETS FOR PROPERTY OWNER TRAFFIC CONTROL PHILLIPS CHARLES WM. 95 TO A DEPTH OF 3 FEET (TYP) & FLORENCE T. 700 STRUCTURE MI-11fl 84" BI MANHO E -- 700 -- _- _.- RIM EL-V. z,67 ,03 FL. IN - .653;4 (SN-)A), :FL. IN s'. 655.5 (SN -204 690 FL.. OUF - .'.653. 5. (SN -:1) : 690 - OTTO OF _N 680 S RUETURE H 3, 12 ' OIA, MA,IHOLE C T BROAD 680 ST UCTURE: H-4, 4.8" 48 TEE IANHOLE R M ELEV. 673.36 -STRUC URE MH -5 48 " %48" TEE MANHOLE ST 4. 51344 4.21, 0.011' LT F IN = 6 1:90(SN ) RI ELEV..- 665.67 F IN = 6 3.60 (SN A) STA. 5131 +20.2 0.00' L F - 61.30 (S 3) xw 670 RIM ELEV. _ 661.06 ::FL IN = -65 .69 (SN ) _ FL - 66 .32 670 FL. IN - 650.08 (SN -4) FL OU - 650.0 (MH -6) EXISTING GROUND 30" RCP rvp ESE - 668.31 80 TOM WEE N/A ELEV.= 64.50 STORM SWER: vm -BBTTO WELL = /A -- PROFILE CENTERL NE l2 "P -: WATE MAIN OF SANIT RY SEWE WATER AIN S14-1 660 FL = 662.22 8" RCP 660 94 Prp UN ERDRAIN 0.207. . S 650 SN -6 8 " RCP 4 35 LF @ .20% S -4 48" Ti P 296 EF 0 0.201. N-3 48" f CP 307 L @ 0.20 650 TRUCT M -2. 1 ".O A,.4 NH LE:: STRUC URE MH -6 -48' 45 -' BEND STA, ' 514 1 63.44, . 0 00'' 1,T'. '.. 640 STA., 131 +13.2 :0.00' L - IM ELEV, 674.98 NSTALL 6 LF 42" RCP - : 640 t FL. -OU - 650.0 - (SN 6) I L. IN 55,50($N 6) NSTALL ATER TIGIIT PLUG, L. OUT 652.80 (N4) Ran OTTOM w LL .851180 V : 630 PROJECT 1;0, 081016 -00 OESIGWO BY, B.HOPKEY PROJECT DATE. 05/28/2010 CHECKEO BYi S.SOVERS CAD DATE, 6/14/2010 10:0:36 AM DRAWN BY, J.DE80VER CAD FILE: K, \D4\IE\ 2008\ 081016- 00 \CAO \Plans \00081016.02SO3.SHT 9 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS SANITARY SEWER MAIN CITY OF IOWA CITY, IOWA I PLAN AND PROFILE SHEETS SHEET NO. S.03 PROJECT 1;0, 081016 -00 OESIGWO BY, B.HOPKEY PROJECT DATE. 05/28/2010 CHECKEO BYi S.SOVERS CAD DATE, 6/14/2010 10:0:36 AM DRAWN BY, J.DE80VER CAD FILE: K, \D4\IE\ 2008\ 081016- 00 \CAO \Plans \00081016.02SO3.SHT 9 420TH STREET CORRIDOR IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS SANITARY SEWER MAIN CITY OF IOWA CITY, IOWA I PLAN AND PROFILE SHEETS SHEET NO. S.03 I O PROPERTY OWNER E &L PRYBIL GENERAL PAfi'LDIERSHIP I I I PROPERTY OWNER O V / CITY OF IOWA CITY 6/� I' Lo ,l ��� PROPOSED ID SANITARY EWERI ��-- �� I i fi +1(r ,��� o ,� i /a'/ _ ,�P ��- - - - - -� --------------- - - - - -- - - - - -- ------ - - -- -I- ------- - - - - -- - -- 1 J r ,I {:`;J al - I MH 204 r/ MH- 203 tt- SN-202 /+ — – �_ azoT�srREEr'!� — = -- — — — - — — — R/W F� -- - 04 — — — a— - - - - - - - -- 1 - - - - -- - - - - -- -- - - - - -- / - j - -- - - -- - - - -- - - -- - PR v vwNER CITY WA C TY CI o / — — — -"{'� 1 I I / LEI PROPERTY OWNER CITY OF IOWA CIT I I NJ F ET j 700 7001 STRUCTU E MH -1 4' DIA. VANHOLE - STA. 1 +1 .00, 0.0 ', LT - STRUCTUR MH 203 48' DIA. MANHOLE - 7 + T 690 RIM ELEV - 676.03 ST UCTURE 1 H 204 4 k ' DIA. M NHOLE 690 FL. IN - 655.50 (S -204) ST 3 +05:3 0.00` L RIM. ELEV 677,57 -. FL. IN = 653.45 (5 - -IA) RI 1 ELEV: -6 4.92 FL. IN 59;12,{$ -202) FL OUT 653,05 SN -I) FL IN 65 77 (SN -- 03) PROPOSE GROUND FL. OUT 659.02 (;N-203) BOTTOM WELL 651,05 EL OUT - 6t6/=.67 (SN 204) PROFILE CENTER INE BOTTOM WELL - 65 .02 BOTTOM WE 655.6 r SAINT E.. 670 - II 18" RC P I ROFILE '.@ CENTERLI E II. STORM SEWER F SANITA ZY SEWER II St-202 450 LF 15" C[A. PVC T USS @ 0.30% N2 4 1 5 LF15" DIA. _Pvc T USS @ 0. 0% _ II PVC TR SS @ 0. I u 640 640 _6-3Q 2.0 __ t 1620 1 +00 +50 2 +Op +50 3 +00 +50 4 +00 +50 5 +00 +50 6 +00 +50 7 +00 +50 8 +00 +50 9 +p0 +50 ]0 +00 +50 ]1 +00 +50 PROJECT N0: 081016 -00 DESIGNED BY: B.HOPKEY NV DATE BY REYISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. PROJECT DATE: 05/28/2010 CHMED BY: S.sOVERS FROM US HWY 6 EAST TO CITY LIMITS SANITARY SEWER LATERAL -420TH STREET S.04 _ CAD DATE: 6/u /2001 10:0:39 CAD FILE: x: ADMMEA200BAO91016 D0\CAO\PI- AN DRAWN BY: J.DEGGU ,\00081016.D2 Sa.SxT CITY OF IOWA CITY, IOWA PLAN AND PROFILE SHEETS 'n. c -� Q I R'� \ xaa ROPERTY OWNER - y Q -'PROPERTY OWNER -_ _ PROPERTY OWNER YEAGER DANIEL C. N I ' 1 1 NEPPEL MAX, J & \& STOPPELMOOR. ERNEST W Q- �� ©� CITY OF IOWA CITY LAVAUGHN M. / 6 I PROPOSED I5"6 SANITARY SEWER o __ __ _ _ —'' ,_� I _ C_ 01 �S'1 D /I fi,FI Its 1 , ��r. = cs— :�rQ —t© .I r• —r . ..— r.�e. W l �� C Q Q Q Q © Q Q 00/0 1P 4IL.w o I i i I I �✓ i t C 5 / R- MH 202 A A A /. .� _ .�_ r �� N a MH 201 "'. `` -x-i�- _ _ _ :�- �.. - oRE I . o+l_ _ -_ _- Ea -?0,— W .... - _.—..- - - -- -- - -- - - - - -420TH STREET- - -- - - - - - - - - - - - - - - - - - - - - -- , ...:... . .. FUTURE SANITARY _- 04 '69&T ' R /W / R/W � R /W RW R/W - \ I .- 'PROPERTY OWNER - `- — — —— � — — — — — -- — — — — — — — O CITY OR IOWA CITY / OWNER '. I I : PRYBIL PROPERTY FAMILY INVESTMENT 1 a I C/O LAWERENCE PRYBIL m N I, I �I 0 ( 50 I: FEET 700 700 STRUCTU MH-201 48 ". DIA'. MANHOLE 16i 5,34, Q.0)' LT STR CTURE'.M -202. 48' DIA. MAN OLE SEA.: STA RIM ELEV = 686.12 12 +05.3 , 0•QO' L RIM ELEV.-66 PROP OS D GROUN FL, IN 63 871S 201A) 9 FL. IN = 661. .57 7 (SN -20 )- PROF IL IL @ CENT RLINE FL. OUT - - 663.77( -201) 690 FL. OUT -= 66 .37 (SN -2 )2) BOTTOM ELL - 66 ;77 - ROT OM WELL 660.37 680 680 RIFTING - ROFTLE @ CENTS CENTERIT E IF SANITA YSEWER PYG T R iSS @ 0.5 % 6 FUTUR 15 DI PVC TR SS & 0.5 'L UTURE 1 ' UTA: PV 5 SN-2 1 460 LF 15" DIA. PVC TRUS @ 0.507.. .. SN -20 A - 15" P TRUSS - 650 650 640 634 630 630 +50 12 +00 +50 13 +00 +50 14 +00 +50 15 +00 +50 16 +00 +50 17 +00 +50 18 +00 +50 19 +00 +50 20 +00 +50 21 +00 +50 22 +00 +50 23 +00 +50 24 +00 +50 25 +00 +50 26 +00 PROJECT NM 081016 -00 DESIGNED BY: B.HOPKEY N 420TH STREET CORRIDOR IMPROVEMENTS SHEET NO. PROJECT DATE, 05/28/2010 CHECKED BY: s.SOVERS FROM US HWY 6 EAST TO CITY LIMITS SANITARY SEWER LATERAL• 420TH STREET S.05j CAD DATE. 6/1412010 IO:a701 AM osAwlr Br: J.oEaoWER PLAN AND PROFILE SHEETS CAD TILE: xnDN\IE\ 2008\ 081016- 00\CAU\Pia s\0009lDis.oZ SassxT CITY OF IOWA CITY, IOWA a qqgg 2R�0 JU:i 15 M, 10: G / s / / / / / �rl,:; �, UI f fn ItMi: F)D�RE SIDEWALK f6Y OTHERS) / 2 \ 99� \ TEMP C,ONST. EAS MENT + K,,. -� . PROP070 R /WV s - i GRADING LIMITS EXISTING R /W/ /' i -i // /�5 // Qo+ ✓ O - O R/ p RKW 6 // / � "�4:1 -k ° N i "� 664 .'r M s>o m 1.007. O � aKw { N OR�DIN6 LIML� — - - EXISTiRG Rt e 9 u In 630 019 _ _ —___— __- .. I�� i.Ep. / — - ' j _ _ - -- -_ - HWY 6 s / o _ — sK — - - - - - -- REFER TO X SHEETS FOR 0 FEET 20 - 665,— , ADDITIONAL INFORMATION PROJECT NO. 081016-00 OESIGNED BY. B.HOPKEY Ntl OAIE BY REVISION 6£SCRIPIID4 LSHEETNOj 420TH STREET CORRIDOR IMPROVEMENTS US HIGHWAY 6 CAD DAT : 6/ /2010 m BRAIN CHECKED Br: J NBOWS FROM US HWY 6 EAST TO CITY LIMITS CAD FILE: 6ntaolo x:u:m Pa BRAIN 6Y: d.FE9ouER SPECIAL GRADING CAD EREt xnowrlErzoo6ro6mI6 -0orcnDrPian:ro6IDI6 -oo -uo LSnT CITY OF IOWA CITY, IOWA ----------------- - - - - -- - --- - - - - -- - - - - -- - - -- - - -- f -- - -- - - -- - - - - -- - -- -- -- - - - - -- - - -- - -- I �I I I : _ I / I I � � 1 I -� VERONICAOPRYBIL TRUST CITY OF IOWA CITY I I I / I I J I/ 6 j W SHEETS FOR _ D FEET 2 AODI TIONAL INFORMATION -- - - - - - - B I PROJECT N0: 081016 -00 DESIGNED BY: B.NOPFEY k0 OAiE BY PEVISIB� OESCflIPiIOY S U B J E C T T O CHI I SHEET AV. PROJECT DATE: IvBa7ss7e cxec <ED ev; ssovERS 420TH STREET IMPROVEMENTS 820TH STREET CAD DATE: 5/17/2010 12:19:16 P4 DRAWN BY: J.OEBOWER FROM US HWY 6 EAST TO CITY LIMITS $pECIAL GRADING U.02 CAD ERE: %: \CN\IE \2008 \081 016- DOYCAD\PIa, roam l6- o0_u0zsxi ��r' CITY OF IOWA CITY: IOWA 150 11 0 10 10 1 0 1100 40 80 70 0 40 30 20 13 11 to 20 30 43 60 T 80 90 VIC 10 l 0 ] 0 11 0 150 0 1+150.013 671.93 ?010 MiN 15 All 10:1% \ z.0z ....._. 2.oz _. '.o% _ ......6 J o. I 11 kfF r'f : s] 667,1 01_+ 0.0 671.68 -675 - - —_ �— `..... q% 2.0% 2:U% 2.0% 2.0% _. 2.0% 4L '. \ 4 — 669.9 - — — I 9r /. I I 66$.7 00+150.0) 671.79 670 — �. 6] 670 68.5 — — — — i— 0.0+ 19.7 675 671.93 675 10 1 0 20 l 0 1 0 t 0 90 8'0 0 60 50 4 30 2 I 10. 20 30 4 50 60 70 80 90 1 0 1 0 l 0 1 0 1 0 1 PROJECT NO, 0 810 16 -00 DESIGNED Br: B.HOPZEY r.a DnrE 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET NO. er REVISION DESCRIPTION PROJECT DATE. 12/]4/56]6 CREC[E0 Br. S.60VER6 _ FROM US HWY 6 EAST TO CITYLIMITS 420TH STREET TREE W o� CAD DATE. 5/1]/2010 I:IL55 ED DRAFY BY: J.OEBOBEk CROSS-SECTIONS CAD FILE: %MM\IE�2OO8�C8IO16- O0�CAD�Pla �.1_420m_.mseT CITY OF IOWA CITY, IOWA 1 0 t 0 l 0 ] 0 l 0 150 ] 0 1110 130 l 0 1 0 two 910 80 70 E0 50 40 30 20 to 10 23 3D 40 53 60 70 80 90 t wz ,- laia ai:a? 5 Al' «: 2,/ CBO 6G 6716 . 1 d f tI 0 VIA I I' f "av 675 \ l I �2a , a a , 75 _ —.— _ — — — —'. 6]4, — '2.0'). 210'L 2.0% 2.0'% E 14A — 670 - _ 6. 680 68n 67 . 19 675 — ' 672.1 \ — " —" -- 68 - - - - -- 02+150.00 672.77 679 _ - - =_ - 675 4% 128 Gsn 68n 102+1 01 .0 _ 67 .35. .. — Z 1 _ 4% s) 97 _ ZO 669.2 l 0 l 0 110 ] 0 1 0 IT0 90 80 0 60 50 40 30 20 t T 10 20 30 40 5 60 70 80 90 1�0 l 0 ] 0 1 0 1 0 l0 PROJECT No, 081016 -00 DESIGNED eY: e.xaPxEY eo ogre er REVISION DESCRIPnox 420TH STREET IMPROVEMENTS SUBJECT T 0 CHANGE sxEEr r;o. PROJECT DATE: /2]3a)ss)R CAD DALE: 5]V)2010 CxECxED Er: 1:1156 PA ORAF'N BY: ssOVERS JAERONER — FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W 02 CROSS-SECTIONS CAD Eae xnomL[ NZO0ev0eLO16- cownovPi,�, :N. :.azom -w�snr � CITY OF IOWA CITY, IOWA 11 io l 0 ] 0 l 0 1 0 1 0 90 8'0 70 60 50 4J 0 20 to to 20 30 40 50 60 7 0 80 90 10 1 0 l 0 10 140 10 �t 05+�0.013 C t I i �', I E t :','t 05+ 0.0 &aO -- — 674.87 F;8n 680 674.46 2.0% .0C - -- 674.03 T - \ - - - — 6)5. / 2.0% 2.0% 2.0% 2. OZ 6 .2 IT Ito 1 0 1 0 10 1 0 l 0 40 80 0 60 4 30 20 t0 t 2'0 30 40 50 60 0 8 90 t10 1 0 l 0 1 0 L 0 1 0 PROJECT r:D: oslms -oo PsslDeeo or: B.HPZZer BY BEVlslav PESC61Pnox 420TH STREET IMPROVEMENTS SUB J E C T T 0 CHANGE sHEEr Ho. PROJECT DATE. 12)34]5678 CHMED Br: BY: MOVERS rNO r0ATE FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W 03 CAB ogre 57v)2ow laznt PM P6Ar.M J.oEeoxEn CROSS- SECTIONS CAP FILE: %: \OM \IE\ 2008 \081016 -00 \CAD \Plans \- 420th_MI.SHT I Cm OF IOWA Cm, sown 1, io l 0 130 120 l 0 1100 90 8 0 7 0 60 50 40 30 20 10 l0 20 30 40 0 6 0 0 8 0 90 10 1 0 120 1: It) l 0 1'0 CPO 1 + - -- - - 674.24 - 74.8 674.60 T _ 675.1': 106+1501.00 674 q6 106+00.00 -&75— 2.0% 2.01 2.0'7. 2.0'/. — 75 9 -- — — — — _ 1 0 l 0 l 0 1 0 l 0 110 90 80 t 60 50 43 20 ]0 10 20 30 40 5 60 0 80 90 110 1 0 1 0 l 0 10 1-0 PROJECT NO: 081016-00 00 DESMo NO DATE BY 420TH STREET IMPROVEMENTS SUBJECT T 0 CHANGE SHEET ND. PEY1514V OESCRIPTI0.4 PROJECT DAIE: IOIS s7e CAD DATE: 57/772010 CHECKED Y, S.SDVERS fir: s.sorERS 1:12:04 PM DOWN fir: d.OEBOL'HB _._ _ FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET A ,^/ oY YY CAD FILE: %: \OH\IE\ 2008 \081016-00 \CAD \Plans \xs- 42M -WLSHi CITY OF IOWA CITY, IOWA CROSSSECTIONS 90 70 3�0 40 50 6'0 7O SO 90 10 10 1 0 130 l 0 l 0 ISO O 10 10 1 0 l 0 1@ 0 80 60 5b 40 30 20 l0 I 20 'T 1 51 !di it) a9 I D RA (, I t Y, ( o 67 .7I 675 _z' /.. -- — -- -- —.— — — — — -- 2.0% �.0% z.0% 2.0% Un GERD r75 G75 — — 2.._2.0% G7 _ _67 .55___ 6i 2.1 AREA OF EXCAVATION (REFE TO D TAIGS 8 REOUIL ING OF EMBAN MENT - FIGURE 2010. l ON SHEET, B.(3) h Q0 - 67 .88 675 -- -- ¢,_ - .0 - '/.- % 61n / 674.0 670 l 10 110 l 0 l 0 l 0 1(0 90 80 7 1 0 60 0 40 :11 0 2 0 10 10 20 30 40 50 60 70 60 90 1 0 10 1 0 t 0 1 0 1 0 PROJECT NO: 081016 00 DES16RE0 BY: B.NOPREY - - - -- — 420TH STREET CORRIDOR IMPROVEMENTS SHEET N0. NO DATE BY REVISION DESCRIPTION PROJECT DATE. CAD DATE. 05/28/2010 6ny2o10 CNECNEO en 2,41.46 PH ORAUN er: S.SOVERS J.oe6owER FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.05 CAD FILE: x: NDmI E�2008\081016- 00\CAO\Pia� :�. :_4mu,_alser CITY OF IOWA CITY, IOWA CROSS- SECTIONS I! 0 l 10 10 1; 0 l 0 l 0 90 70 50 YO SIO O 410 30 20 t l0 20 30 4110 SI 60 80 90 l 0 l 0 t .0 1 0 1 0 1 0 4 1 1+50.013 67 .7I - 2x i(J'AA t;i I`M`P (i_'.`: V 675 — 6]6. — 4/. 4% + 6130. 67 .46 4Y 2 _ 6] 671.5 — — —'— — _ -- 674.21 - -- 2 2.0% 2.0% 2.0% 2.0'/.. 9r] _azo / 611.4 — — — — — ZQ AR�A..Q_ EXCA T.LDN (REFER TO DET ILS:& FEBUILD1,115 OF EMBANKMENT -- IGURE K10.01 ON SHE T 6.03) 67 .96 4% -- '.27. 5 -6= EF ...6ZIl 669.7 1 0 1 0 1 0 l 0 l 0 1 0 9O 80 60 0 40 3'0 0 10 1'0 20 30 4 0 0 8 0 90 1 0 1 0 1 0 1 0 ] 0 1 0 PROJECT N0: 0810 16-00 PESIG`EO BY: B.NOPREY `Z 420TH STREET CORRIDOR IMPROVEMENTS SHEET K0. �'0 DATE BY REVISION OE6Gi1P1104 PROJECT OArE: 0sns]zom c40 OnrE: finvz0m PH 6r: 20150 P4 ORAx. 6v: ssovERS J.cE60uE6 __ FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W,U6. 040 FILE: xnan\lE\zOae\aemis- 00\c4o�Pian,\. :- 4z0u1.w1sHr CITY OF IOWA CITY, IOWA CROSSSECTIONS POO 10 10 120 1 0 1100 90 80 7 '0 60 0 40 30 0 10 10 20 30 40 50 60 20 80 90 DO 1 0 ] 0 130 1.10 ISO 13+150.013 CRO - 6 6]6.5..2 `.... 4/ 2.0% 2.0% 2.O% _. 2.0% aq i ]3.9 13+001 0 680 - 7. j 2. % 4% \6]3.4... 12+150.01D 676. 2.0% 2.0% AREA OF;EX AVATION " (REFE3 TO DETAILS 8 REBUILDING OF EMBANIMENT FIGURE 20 IO.0 1 ON SHEET B. ( 3) SAn 12+00.00 — — Y.—� 4% 675 6]6s '.. 6] 1. I l 0 1 0 l 0 1 0 l 0 l 0 0 80 6'0 0 40 30 0 IO 10 30 40 50 60 0 80 40 1 0 1 0 1 0 1 0 1 0 1 0 PROJECT NO: 081016 -00 CESissso er: 8.xoPZEY NO DATE or 420TH STREET CORRIDOR IMPROVEMENTS mEgr NO. REVISION NSCRIPT104 PROJECT DATE: 05/28/2010 _ _ CHEC.ED BY, ..SEVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.07 CAD DATE, 6/11/2010 2:1:53 PIT DRAW 8Y: 3.oe8ouEn CROSS- SECTIONS CAD FILE: xnD4\IE\20O6\D81OIS 00\CAD\Pia,ss\ ..- 42ou..nlser CITY OF IOWA CITY, IOWA 10 1110 l 0 l 0 1 0 10 90 6 0 0 40 3'0 20 10 11 to 20 3 0 40 0 60 70 &0 90 1 0 1 0 1 0 ] 0 10 10 (1I0 Jfl I A 110: 2 67'.34 '.. 2% q.] ',. 6]5. 2. ' — 2.0'/. 672.2 15+ D0.00 .680 _ 7 .8 - -673 J 14 +150.013 675 2. 6Jfi. /. 42 2.0% 2.0% 2.0% 2.0% 47 —a— 9r 674 —_ -- _ - -- _ — -- AREA F EXCA ATION (REFER TO OFT ILS.& EBOILD, NG OF MBANKM NT -- IGURE 010.01 ON SHE T 8.03 C80 14+00.00 -6TE.67 66.7 2.0'/. 2.0% 2.0'/. — 2.0'/. — 1 0 1 0 1 0 1 0 1 0 1 0 90 8'0 0 60 '0 40 30 0 10 ]0 20 30 40 50 60 8'0 90 1�0 1 0 1 0 l 0 10 l 0 PROJECT N0: 061016-00 OE614NE0 BY: B.HOPREY Ab DATE BY 420TH STREET CORRIDOR IMPROVEMENTS SHEET w0. REVISION DESCRIPTION PROJECT DATE, 05]20/2010 CNECBED BY: S.SOVERS — FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.U8 cno DATE: 6711y20m 2:4157 PR DRAUN en d.OEeoaEa — CITY CFIOWA CITY,IOWA -SECTIONS �i OO cnD PILE: %:ADnAlEA 2006\ 0610 I6- DONCAD�Pl— � \xz420TnvOLSHi ISO 140 130 120 1 0 1@0 90 80 20 CD O 40 30 20 10 1 10 20 30 40 50 60 20 80 90 DO 1 0 1;.o l 0 140 150 7010 J€ °: 115 R,I1 lo: 7 : E 17+110 0 :. 1372.72 . 4% - '.. csn 67".26 12.0% 2.0% 2.0% 2.0%' —.9a 6]2.0 _0_. _.. _......_ AREA EXCA ATION — (REFER TO DET ILS& EBUILDI G OF MBANKM NT ''. -- IGURE 010.01 ON SHE T B.03) 67 .80 . z.09 2.0% 2.0% 6 3.6 C70 C70 r670. 170. — — — IlLol 0 l 0 1 0 1 0 l 0 0 $0 0 0 0 40 30 0 l0 ]0 20 30 40 50 60 9 &0 90 100 1 0 l 0 l 0 1 0 10 PROJECT NO. OBm16 -00 DESIGNED BY: B.HoPxEr No DATE BY 420TH STREET CORRIDOR IMPROVEMENTS SHEET No' REVISION DESrnIPTIM PROJECT DATE 05/28/2010 CHECKED Br: s.SUERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W,U9 CAD DATE Cny20IO 2:4290 PH DRAWN Br J.DEBOxER _ — CITY OFIOWACITY,IOWA CROSS•SECTIONS CAD PILE: x�xDH�IE�2ooeioelols BBxcnDxPia„ :�., 4zou wLSHr 150 140 10 120 1 0 1100 0 70 60 0 40 30 20 10 1 10 20 30 40 t 0 60 0 80 C0 1@0 1 0 120 1 0 140 ISO 2 10 AN 15 I`;I I(1. 10V!A I i t - 18+ 0.0 672.5 1 _ 2.)% 4% 2.0% -.02 2.0% 2.0% ..... 4% ,. 2% j .... L.. .. 9+` \ _ •, -/ \ / —66).2 666. _ ._ 18+00.00 672.97 . _ Z. % 4% 2% .% GGS — _ / 665.31 REA OF EXCAVA ION (EFER TD OETAI S & R BUILDIN3 OF E BANKMEIIT -- FIGURE 2 ( 10.01 CN SHEEI 8.03) 17+50 0 672.84 2.0% 2.0% 2.0% ..... 2,0 %..... ... - p \\ 666.4 _- _664.3 1 0 1 0 1 0 l 0 l 0 1 0 0 80 lo-6 0 0 40 30 0 10 1'0 0 0 40 0 60 0 80 90 1i0 ] 0 1 0 1 0 l 0 l 0 PROJECT K0: 081016 -00 DESIGNED BY: B.HOPKEY N0 DATE BY REVISION DESCRIPTION 420TH STREET CORRIDOR IMPROVEMENTS SHEET k0. PROJECT DATE. _ 05/28/2010 CHECKED BY: S.SOVERS FROM US H EAST CITY LIMITS 420TH STREET CAD DATE: 6/11/2010 2:4204 PH DRAWN BY: J.DEBCPER CITY OFIOWACITY,IOWA CITY F CROSS-SECTIONS CAD P¢.E: %nOmIE\ 2008\ 081016- 00\CAD\Pla,s\.:420Nr01.SHT 150 140 130 t 0 l 0 1100 0 60 70 E 0 t 0 20 10 11 10 20 30 40 50 co 70 00 C 0 110 1 0 120 130 110 IT 0 a iY r 5 - '.• 01 D 67 .71 ' 673.5.._ A 87-1.31 2:1% 4% 2.02 2.0% 2.0'/. 2.0'/. 4% - / 6]2. _ A. 666.5 AREA F EXC NATION (REEF TO OE AILS & REBUILT ING OF EMBANK.IENT - FIGURE 2010.0 ON SHEET B.0 I 672.91 _ 2. % 4% 4% 2% A \ _- - - - /., \ ! r- - - - 669.7 666.4 1 0 1 0 130 1 0 1 0 1100 90 Eo 70 60 0 40 0 0 10 1 10 1p 30 40 50 60 0 BO 90 1 0 t 0 1 0 1 0 10 I" PROJECT NO: 081016 00 DESIGNED BY, B.HOPKEY 420TH STREET CORRIDOR IMPROVEMENTS MEET NO. PROJECT DATE, 05]28/2010 CHECKED 6Y: S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.11 CAD DATE, 611112010 2,4PA] P.4 DRAWN 8Y, IDER0uEa FFF7_7�1 CITY OF IOWA CITY, IOWA CROSS•SECTIONS CAD BILE, x:\D.M\IE\ 2008\ 081016- 00\CADNPl.�,\.,420u_„m.SHT ISO 1 10 130 10 1 0 too 0 a0 70 50 c 0 40 0 20 10 11 10 20 '0 40 0 60 70 80 qo too 1 0 120 1:10 10 ] 0 1 22+ 01.0 2010 !K 11) (11110 68n - 2'/. 10,a 2] 2.0% >] 7 6739 GRO 21 } 0.0 HIT 4% } .flan. __ _ 67 .51 ._ 670 — __ — AREA F EXCAVATION (REFER TO.DE AILS & REBUIL ING:OF EMBANKMENT -- FIGURE 2010.0 ON:SH ET 8.0') ` 2% _ 2.02 2.0% 2.0'/. z.o' /. 613.7 6628... l0 110 l 0 l 0 1.0 l 0 0 0 0 0 0 40 30 LO, 0 t0 0 30 40 0 60 0 810 Co ] 0 1 0 l 0 l 0 1 0 l 0 PROJECT N0: 061016-00 DE516S'EO BY: B.MDPSEY NO DATE 420TH STREET CORRIDOR IMPROVEMENTS SNEEI FO. BY _ REVISION DESWIPTIN PROJECT GATE: 05]26/2010 EB,E PO BY: ssovERS Fat h FROM US HWY EAST TO CITY LIMITS 420TH STREET CAD OATS: 611112010 2:42:11 PM DRAWN BY: J.OEEOWER CITY OFIOWA CITY. IOWA F CROSS-SECTIONS CAD FILE: %:\ Dw \IE\0o06\U61016- 00\CAU\P[ —,\.: 420tF_v01.SNi ISO l 0 l 0 1 10 1 0 1100 C0 E 0 D c 0 0 40 30 20 10 10 20 0 40 0 60 70 80 9'0 1100 1 0 10 1110 110 ISO u 2010 J� IT E 5 ! f t } fit,,; 24+ 0.0 rAn 680 p: 4, y 2.01 .O! 2.07. 47 74.2: =17 C80 123+130 0 680 4% 21 g7 . _..673,3.. 123+00.00 4 675 p.\ 2.0% 2.0% 2.0% 2.0% 9�7 6. 6 4.0 — AREA 01 EXCAV TION (REFER TO OETA ILS:& EBUILDI GE..BANKM NT FIGURE 2010.01 ON SHEET B.03) _. .. 22+150;:.00 67 .59 '.. p: 2.0% 2.07. 2.0% 2.0'% t4 p`7 - 73.9 6 4.0T — — _. - l 0 1 0 1 0 to 1 0 1 0 0 60 0 0 0 40 0 0 10 10 0 30 40 50 60 0 BO 0 1@0 1 0 1 0 1 0 1 0 1 0 PROJECT NO: 081016-00 DES10NEO Rn 6.n0PxEV 420TH STREET CORRIDOR IMPROVEMENTS SHEET No. No OnrE Rr_ REVISION DESCRIPTION PROJECT DATE: 05/28/2010 _ -- Cl ecaeo er: ss A., FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W,13 CAD DATE: 6/11 /2010 2:42:14 PH ORAvi 6Y: 10E80bEfl CITYOF IOWA Cl", IOWA CROSS-SECTIONS CAD r6E, xnoH\iE\ zoos\ ae�ols- oo\cnD\Pia, :\»:.4zau:.w�.uJr I I YO 40 O 70 9'0 I fo 1 0 10 1 0 1 0 JIM 0 O 0 0 40 0 20 10 10 0 0 0 ED t 0 ] 10 1 0 10 l 0 1 f 0 ?01 JU'! I AH I'll 2 r 0' �li t ([ ;I ,A s8n - - — -6 an 67 .09 613. 671.6 6 2.5 _- FRO 67 .26 2.0% '.2% 2. % — 20Y2�X — 20 %4q .673.5 '— 6]2.3 - fie! ' 67 .56 _67 2.0% 4. _ 41 12% 673.6 24 + 0.0 �aa — 67z.86 -- 674.2 — AREA 0 E XCAV T I ON — REFER 10 DETAILS & R BUILDI G OF E BANKM NT IGURE 2 10.01 N SHE T B.03) _.0 _ Ito 1 0 1 0 t 0 t 0 1100 0 0 0 0 0 40 0 0 10 10 0 0 40 0 60 BO 0 10 1 0 10 In l 0 150 PROJECT N0. 081016 00 OESIG`'ED BY: B.HONEY NO DATE BY 420TH STREET CORRIDOR IMPROVEMENTS 0. REVISION DESCRIPTION PROJECT DATE 0s72B7zo10 CAD DATE: 6711]2010 CHECKED BY. 202.17 PM 0RAN6 BY. s]IT J.D6BDUER — FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET ;Till CAD FILE: xnow\IE\200B\0em16- 00\CAO\PJ.,.\.,42an_w1.Srlr "— CITY OF IOWA CITY, IOWA CROSS-SECTIONS 1150 10 1 0 1 0 1 0 100 Co ED ED ED 40 0 20 10 11 10 20 Do 40 5 ED E C 0 110 l 0 10 1 0 l 10 150 : I . A 110: ?' 28+00 0 10 117A (,1i YF III,:',`,, 6 _ — 49. z: q _ — —: — — — — — — 74.6i —_ — — : / 675.0 1 27+150.01i 68n 0 J — f 674.5 )4.01 — . 27+ 0.0 _6 _ 67z.56 4z - - - - — — — _67.5- - --- r — -- -- T. 6]J.Y — _ _ 673.8 ssn - -, 674.19 — — — — —._ — 6]3.4. _ _ _ '..6)J:— ......_ Ito 1 0 l 0 Ito 1 0 1 0 1 0 0 0 0 0 40 0 0 10 0 10 2p 0 40 ED ED 9 80 % two l 0 l 0 ] 0 l 10 1150 PROJECT NO: 081016 00 OESI6'.EO BY: B.HOPBEY 420TH STREET IMPROVEMENTS sMEEr r;a. NO OATEOnrE or REVISION DESCRIPTION PROJECT DATE: 12/34/567e eECxeo Rr: ssov Rs FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.15 CAD DATE: 5117/2010 1:12:38 PM ORA6'Y BY: 10EB0'n'ER CROSS- SECTIONS CAD FILE: %: \DM \IE \2008\ 081016 -00 \CAD \Plans \xz920U- vOLSffT I CITY OF IOWA CITY: IOWA ISO l 10 1:30 l 10 ] 0 1100 Co E 0 0 E 0 0 40 0 20 l0 11 10 20 0 40 0 E 0 7 0 80 0 l 0 l 0 120 l 0 1 0 150 20111 S I'.� k` 685 _ 130+00.0 80 -E 2 0M 2.04 2.0%x'._.. _- ...677.1 6]].4 - 6 129+150,011 680 67 .06 - 2.02 47 2% q - -. — —_ —. _ / 676.7 67 675 676.3 67E.56 2.01. 41 z% _ _ __ — — 676.1 675 680 67 n8 25.0 '.. 1 0 1 0 ] 0 l L I 0 1 0 0 0 0 0 0 40 0 0 10 10 0 0 40 0 0 0 0 0 1 0 1 0 120 l 0 l 0 1 0 PROJECT 1:0. 001016 -00 _ OESI6S'EO BY: B.HOPKEY 11ll GATE - BY 420TH STREET IMPROVEMENTS SHEET M10. REVISION OESCRIPTIJN PROJECT BATE: 12704/567e _ BY: s.sovERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.16 cno DATE: snnzolo DRAWO B 1i12:42 PH oRAUa BY:::: J.oEeo�eER � CROSS•SECTIONS CROSS-SECTIONS CAB FILE: xnov\IE\ 2000\ 0 810 16- 00\CA0\Pl.nl\.z- 420m_w1.SHT CITY OF IOWA CITY, IOWA ISO 1 10 1 o 1 10 1 0 1100 C0 E 0 0 E 0 0 40 0 20 10 1 10 20 0 40 o 0 o Eo C o 1 0 1 0 t 10 1:10 1 o 150 2 10 J €E I Ti AT 101 21 _ 10 1 ! (1 2+ 0 I 67c.56 •. %' 680. 5. 67c.0.6 _ — — — '— — 2.0% 2.07. 2.07 6 9.9 — —- - 6]9.2.0% 689 — —• 67E,56 _ GRO 678,6 ;... ..... ;._ _.I '.' ! 5 675_ -- _.,. 67E.06 _ GR 0 - _ 2.0% 2:09. 2:0% — .0%T �. — — — — — — — 677.9 — — / 6]B.J...... 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 o 40 0 0 10 10 0 0 40 0 0 0 60 o 1 0 1 0 1 0 l 0 1 0 1 0 PROJECT NO: OBIOIS 00 DESIGNER BY. O.HOPKEY NO GATE BY 420TH STREET IMPROVEMENTS SNEEi N0. REVISION OESCRIPTIO!! PROJECT Bnre BY: - FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W l 7 — /2104/s57e CAD OAib 5/ V /2010 b12:45 PP DRAWN JXEEOWE 0,9AHN BY: JAEBOtlEk CROSS-SECTIONS CROSS•SECTIONS CAD FILE: %: \ON \IE\ 2000 \OBIO i6 -00 \CAR \Plans \xs_420M_vO LSHi 1 -- CITY OF IOWA CITY, IOWA 10 1 10 10 l 10 10 1100 0 0 0 0 0 40 0 0 10 10 0 0 40 0 0 0 0 0 ] 0 1 10 10 ] 0 1 0 10 Min 134+00.00 68 # I,c: .56 — \ — — q.... \ 2.0' / 2.0% 2.0%._. 2.0% 66 .] _. 68n zzm� 68n 9-89 133+1501.00 68 — 2. 133+00.00 ._ 2i— — ssn — —..— 6812.0% 2.0% 2.0% 2.07 6 116 '32+150:.00 — — — — — — GFin 680 . -- — — - — - — - — — — _ -6e .ar_ 2.02 2.m. 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 40 0 0 ]0 10 0 0 40 0 0 9 0 0 1 0 t 0 120 l 0 1 0 l 0 PROJECT NO: 081016 -00 DESIGNER BY. B.HOPREY NO DAl£ BY 1 420TH STREET IMPROVEMENTS SHEET NO REVISION 0ESCRIP1104 PROJECT DATE. 12/34/5678 CHEC<ER BY: SsoYERS #Foth FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W.1 8 CAD DATE: 5/17/2010 1:12:48 P4 DRAWN BY: J DCOUEk __ —� CITY OF IOWA CITY: IOWA CROSS- SECTIONS CAD FILE: %: \04 \IE\200B\ 081016 -00 \CAB \Plans\as_420t .v i.SfR I 10 1100 CO eo 70 Eo o 40 0 20 10 10 20 0 40 0 co 70 0 C 0 1110 l 0 1 0 1:30 l 10 1 i 0 ISO ] io 10 l l 10 rqn 68,156 6 7 - 0 6K.06 685_._.. • 683.5 - 135+00.00 682.56 685 - 684. 2.0% 4% - 4/. - 3.9 2.0% 2.0z z.0% 2.0% ...._ . C 134+15,0110 68 .06 - -- -- 9. 68 � / 2.02 4• \ -. 4i 83.5 ._.. : ,- ____6RG 0 0 0 a 40 0 0 10 10 0 o 40 0 0 0 0 0 l 0 t 0 1 0 1 0 t o I')0 1 0 1 0 1 0 1 0 1 0 ] o 0 PROJECT NO, 081016-00 RESIGNED BY, B.HOPKEY NB BALE BY 420TH STREET IMPROVEMENTS SHEET N0. REVISION DESCRIPTION PROJECT BATE, 12/34/5676 CHMEB BY: S.SOVERS I I I I FROM US HWY EAST TO CITY LIMITS 420TH STREET W, g CAB BATE: 5/17/2010 141251 P4 DRAWN BY: J.BEBOxER CROSS- SECTIONS CAB EnE: xnOnuEAZa06Aaemis- DaACnDAPia„ :A. :_4zau.�msHr �— F CITY OF IOWA CITY, ISO l 10 1 0 ] 0 1 10 100 co Eo Jo EID o 40 0 20 10 10 20 0 40 0 60 0 0 0 1100 l 0 10 t o 1 0 150 t� 138+001.010 , Cgo U —, — —. — ''. 684.]— - 83.9 - 37+ 0.0 A, - OR- -. 684.6 — — 1683.9 ego 137+00.0 68Z.56 -- _ —605._ -- -— —., -- 684.5 -- — — 684.06 g. z.oz 884.2 — 683.6 — — — 1 0 1 0 1 0 1 0 1 0 1 0 0 0 o 0 0 40 0 0 l0 10 0 0 40 0 0 9 0 0 1100 l 0 l 0 ] 0 l 0 ] 0 PROJECT NO: 081016 -00 DESIGNED BY: 8.9OPKEY N 420TH STREET IMPROVEMENTS PET N0. ,ATE: 12/34/5678 CBEC(EB Br, S.SOVERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W 20 CAD ceo OATEj sn]izolo Iflzsa P4 D,NAVe Br: J.,E6,aeR CROSS•SECTIONS CR CAD ERE: x:\Dn\IE\2008NO8IOI6 OO\CAO\PI— \xs_420N- ,OI.Sflr CITY OF IOWA CM. IOWA P 0 l 0 130 10 1 0 DO 40 80 0 60 50 4 D 30 2'0 10 20 30 4 D 5D 60 70 80 q0 110 1 0 120 130 1 0 10 690 - - - 684. IQ 685 685 3.1Z . '/. 1% 68 .51 : '.. 682.6 38+80.00 690 6qO 684.64 2.0% 4% -- -. 684.0 ... .__.... .60219 38+ 0.0 - 684 .8 2.0% -. 684.1 T l 0 1 0 130 l 0 1 0 110 q0 80 0 6D 0 4 30 20 10 10 20 30 4b 50 6' 10 80 90 ! 0 1 0 1 0 1 0 1 0 l 0 PROJECT RO: 081016-00 OESIG.l£0 BY: B.HOPIEY NO DATE BY 420TH STREET IMPROVEMENTS SHEET ND. REVISION DESCRIPTION PROJECT DATE. I2 /34 /5we CHE". BY: ssavERS FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W, 21 CAD DATE: sinimto 1e2sT PH DRAUN Br: J.OEBOxER CROSS- SECTIONS CAD FILE. x:\OY\IE\ 2008 \081016- 00\CAD\Plans\ -- 4200- w..SHr CITVOFIOWACITY, IOWA IT 0 140 10 120 1 0 Ii0 90 80 73 60 50 40 30 2�0 10 13 20 30 4 J 50 6�0 70 8 0 90 1 0 1 0 1:10 130 1 0 150 - 2 10 JUN 15 A I D( C . - I O 4r�'a t� C IT \If I t i �. t P, - _ 6K.3 4 ...6.85_. - '.. 4Z 4.3 681.5 680 4% 4.0% % 3.9]. 3.9% 4. _ 681 ] — 81.1 '__ —: — ] 0 t 0 130 ] 0 10 10 9�0 8i0 0 60 5' 4 30 20 LIOLI 20 30 4 50 60 7 80 9'0 1 0 1 0 If 'To 110 'To PROJECT HO: 081016 -00 DESIGNED BY: B.HOPFEY 420TH STREET IMPROVEMENTS SHEET 1:0. NO DATE BY _ REVISION CESCRIPTION PROJECT OAi6 12/34/5678 CHECKED BY: S.SOYEfl6 FROM US HWY 6 EAST TO CITY LIMITS 420TH STREET W,22 CAO O.... 5/17/20PO 1:13:00 PM DRAWN BY: J.DEBO4ER CROSS - SECTIONS CAR PaE. %MMVE\200R\08I016 OOACAO\Pie:,.\.,420u_wlsxi rl CITY OF IOWA CITY, IOWA 60 50 40 31 0 20 10 1 ]0 20 30 40 5 D 60 70 70 60 50 40 30 20 10 11 13 2D 30 40 53 60 7 f f a E°. T' . 20+ D0.010 0.0 10 JU I I S I i1 1O: 2.3 671.45 : 67 .67 7 GI prl''t (`,i'`�' I(�t;',1 670 __C70 665 :I /.;I I\ 19+ 0.0 C 75) _ 67 .31 22+ 69 70 6 _ _ — \ 5 — - -- 6C5 665 \ 19+ 0.0 \\ -&7-',- _ 67 .14 \ — -- 4_ 320+1221.53 671.50 18+ 0.5 —. _ 675 -_. _. — - G: \.. — —. _. — — -..: � ..... J 617.1 60 50 40 0'0 20 10 I 2 3D 4 50 6:0 D 7D 6D 5D 4D 310 20 1�0 1 20 30 4D 50 6' 7' PROJECT N0: 081016 -00 DESIGNED BY. B.HOUEY REVI510N OESCRIPIION 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET K0, M1'0 GATE BY PROJECT DATE: 12/34/5678 _ CHEC<EO BY. S.SOVER6 FROM US HWY 6 EAST TO CITY LIMITS U.S. HIGHWAY 6 X.01 CAD DATE: 5/17/2010 1tl8:42 PC DRAWN BY: J.DEBDaER CITY OF IOWA CITY: IOWA CROSS- SECTIONS CAD PILE %Ap4 \iE \2008 \081016 -00 \CAD \Plans \xz_hvy6.x0 LZht 70 60 50 40 3 0 20 ] 0 I ]0 20 30 4D 5D 60 70 73 60 5 0 4 D 30 20 IO l0 20 30 4D 50 60 7D o r C ?. 10 All > 323+50.00 24+ 01 D 67 67L84 675 .78 675 675) 6z5 670 670 670 AN ll� 0' /.. - _ 665 &65- R66.1 665 2... — \ 66O_ 323+00.00 24+ 00 671.76 671.79 675 675 97n 670 j. . _67a -67CI A A \ \ \ 6cn .:.: .: :: �:.: 6. '_ :. :_ :: 60. 0 6D 5 0 40 30 2 10 V LO2 0 3 0 40 5!0 60 7D Xo 60 50 4 3D 2' 1 0 l 2D 3 4D 50 60 70 PROJECT NO. 061016 -00 DESI6a B BY. B.HOPSEY 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SNEET B0. NO DATE BY REYISI09 KSCRIPT104 PROJECT DATE: 1249445640 — CHECtEO Br MOYERS 0RAk4 BY J AEBOHER -- FROM US HWY 6 EAST TO CITY LIMITS INDEPENDENCE ROAD X.OZ CAB OATS 5114/2010 1:10:45 PH � CROSS-SECTIONS CAB FILE: %i \OM \IE \2000 \00101600 \CAO \Plays \x h I6 OLZht i � � � CITY OFIOWA CITY, IOWA PROJECT R0: 081016'00 oESlcvEO er: e.HOrzer PROJECT DATE. 12/84/5610 CHEC3E0 er: ssovEes CAD DATE: 5n7Y2010 1:18:49 N DRAWN BY: J.DE6aW R CAD PRE: x:Y DM\1E\2008\081116- 00\CAD\Planl\.:_nn6_.D1.,nn NO DATE By REVISION OESCRIPnCx #Foth I I 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS CITY OF IOWA CITY, IOWA I SUBJECT TO CHANGE INDEPENDENCE ROAD CROSS- SECTIONS CHIEF BD. x.os I — -- PROJECT NO: 081016 0 0 DESIGN -0 BY: B.IIOPKEY NO GATE 8Y _ REVISION DESCAIPTIOV 1 102 75. CO SUBJECT TO CHANGE SHEET F.O. PROJECT CATS: 1273475678 CHEC<EO By: s.SOVERS COMMERCE DRIVE CAD GATE: 571772010 1:1862 PH DRAWN BY: JOEBOWER 679 FROM US HWY 6 EAST TO CITY LIMITS x.oa 67..63 CITY OF IOWA CItt, IOWA A75 Asn 2.0'7. 2.0 O B/. 0.8/... 67 5 67 .20 c7n R76 F;71,: .. 97n — 2. % 673. __. 4z 2.0% 2.0% .0% :2,0% -11:_0% 2 673. — 670 11024 50.0 0 - - - -- - 67 .27 679 _61la 97n 675 971 4% - 2 7. - 2.0% 2.0% OY 6 J:2' — _67-0 - 67 .05 - _ — 679 67 - - 6.8% MX ! 67 95: :: .... . .. .. .. : ._._ _6 ZO l -073.4 0 % 2 V. 2.01 r 7n PROJECT NO: 081016 0 0 DESIGN -0 BY: B.IIOPKEY NO GATE 8Y _ REVISION DESCAIPTIOV 420TH STREET IMPROVEMENTS SUBJECT TO CHANGE SHEET F.O. PROJECT CATS: 1273475678 CHEC<EO By: s.SOVERS COMMERCE DRIVE CAD GATE: 571772010 1:1862 PH DRAWN BY: JOEBOWER FROM US HWY 6 EAST TO CITY LIMITS x.oa CAD ER . .- e E: x,% ON�IE�2008N081 O16- DO�CAD�Piarm:- <0,�e_,os. :nl CITY OF IOWA CItt, IOWA CROSS-SECTIONS PROJECT NO, 081016 -00 DESIGNED BY: B.HOPKEY PROJECT DATE. 12/34]5676 CHECiEO BY. S.SDYERS CAD DATE: 5717/2010 1:18:56 PA ORAHN BY] .J.DEBOWER NO 1 DATE BY REVISION OESCRIPtIDN *v 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS SUBJECT TO CHANGE INDEPENDENCE ROAD SHEET N0. X.O5 I _ — _ CAD FILE: xnomlE�z6oe�oelms- oo�cno�Pia� :�. :_mdePe�ae��e ,os. :6x I I CITY OFIOWA CITY, IOWA CROSS- SECTIONS z. `v , 67 .00 — " .5% 67 .08 -__ 674, 1 b 67 ,67- (379 r75 - - - 61 - 674.0 :' 1,6% 1.6% WX 1.7'. 674,2 1 can C80 21 -1 =1 2-5 67 .66 67 .88 -'. 0.52 0.5% :: -- _ - - - .-_. 674.1- 1.5% I.5/ 67n 0- PROJECT NO, 081016 -00 DESIGNED BY: B.HOPKEY PROJECT DATE. 12/34]5676 CHECiEO BY. S.SDYERS CAD DATE: 5717/2010 1:18:56 PA ORAHN BY] .J.DEBOWER NO 1 DATE BY REVISION OESCRIPtIDN *v 420TH STREET IMPROVEMENTS FROM US HWY 6 EAST TO CITY LIMITS SUBJECT TO CHANGE INDEPENDENCE ROAD SHEET N0. X.O5 I _ — _ CAD FILE: xnomlE�z6oe�oelms- oo�cno�Pia� :�. :_mdePe�ae��e ,os. :6x I I CITY OFIOWA CITY, IOWA CROSS- SECTIONS -r \ \ 9 / PROPERTY LINE (TYP.) WETLAND CELL #2 (0.50 ACRES) --------65'. \ i \ / P 1 / / — — - - -- 655.50------------- b'S0, -- - ----` — ____— ______ _ __ I ` -- ( I P& / tmTl / J I `\ I `\ € 0 V"M t I k ') ,p CEMENT OF EXISTING dD CELL #1 ACRES) \ I / IIII Ic,I I IIII n1 A IIII ICI I IIII I I I _ No II III II III /I I^ ` 11 III II / i r _ HMA TRAIL f\ i \ I � / 1 � I 1 % I I \ I 1 � I I pp / I / I / I / I I i I I I / I / I / / I \ n \\ \ l It I 1 1 I 1 r I 1 I 1 PIDNECT W, DBm1G.oD DESIGNED BY. Ns W DATE BY BEVlslcm DESUIPnox SUBJECT TO CHANGE SHEET No. PROJECT DATE. - MUED BY, SKS FOth 420TH STREET CORRIDOR IMPROVEMENTS 0 0 DATE. 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