Typical Overlay Construction Plans

Typical Overlay Construction Plans

12:15:13 PM FILE NO. PCC OVERLAYS - BONDED AND UNBONDED LETTING DA TE 5/3/2018 certification. sheets, mileagesummary,traffic, andengineering including name,description,jurisdiction, indexof The titlesheetshowsgeneralproject information SCALES: AsNoted Div. 1 Total Length ENGLISH V8i_IDOTRoad Project Begin Project End MADISON MILEAGE SUMMARY DESIGN TEAM Location J:\2013_projects\113.0057\OVERLAY REFERENCEGUIDE\10-04-2017\77069100_A1.sht planning haulroutes,trafficcontrol,andstaging. The locationmapishelpfultothecontractorwhen BOONE CO. CO. BOONE BOONE 25 25 13 13 210 12 12 POLK CO. CO. POLK POLK N W S HE LD A H L DR NW 58 ST R38 500TH AVE POP. POP. 319 319 STORY CO. CO. STORY STORY 3418 3418 POP. POP. NW 110 AVE CROCKER CROCKER 30 30 505TH 19 19 31 31 18 18 7 7 6 6 POP. 319 6 6 N NW 98 AVE AVE 98 98 NW NW N D D W W R R AVE L L A A K K E E NW NW 44 ST 44 ST NW 44 ST NW 166 AVE AVE NW 166 NW 166 NW 158 AVE 158 NW NW 44 ST AVE 158 NW NW 134 AVE AVE 134 134 NW NW NW 142 AVE 142 AVE NW NW NW 126 AVE 126 AVE NW NW 340TH ST ST 340TH 340TH CROCKER CROCKER NW 150 AVE AVE NW 150 NW 150 1489 POP. 320TH ST 20 20 29 NW 37 ST 32 29 29 32 32 17 17 8 8 5 5 8 8 NW 110 AVE 5 5 LINCOLN LINCOLN NW 30 ST NW 30 ST 520TH AVE F F o o u u r r 166TH 166TH NE NE 340TH ST ST 340TH 340TH R56 AVE AVE 33 33 21 21 28 28 16 16 33 9 9 4 4 28 4 4 Lin. Ft. M M R-24W R-24W R-24W R-24W i i l l e e NW 16 ST NW 16 ST NE 134 AVE 134 AVE NE NE R56 C C Location Map r r e e e e k k 10 10 535TH AVE 3 3 34 34 27 27 3 3 22 22 15 15 34 27 320TH ST ST 320TH 320TH NE 118 AVE AVE 118 118 NE NE NW 2 ST NW 2 ST 45582 45582 POP. POP. 3317 POP. 340TH ST ST 340TH 340TH NE 166TH 166TH NE NE NE 166 AVE 166 AVE NE NE NE 150 AVE AVE 150 150 NE NE NE 126 AVE AVE 126 126 NE NE 340TH ST ST 340TH 340TH 26 AVE AVE NE 158 AVE AVE NE 158 NE 158 NE 6 ST 210 11 11 14 14 35 2 2 26 35 35 NE 6 ST Miles 2 2 69 69 69 NE 142 AVE POP. POP. 432 432 12 13 36 F22 24 1 1 25 25 36 NE 22 ST NE 22 ST 560TH AVE NE 134 134 NE NE 35 NE 24 C 35 NE FRISK DR T 35 PCC OVERLAYSANDWIDENING-BONDED&UNBONDED 18 6 6 19 31 included foraPCCbondedorunbondedoverlayproject. project, butmaybeusedasanexampleofwhatshould The informationincludedhereindoesnotrepresentaspecific 30 30 31 AVE AVE 6 6 7 7 340TH ST NE 29 ST NE 29 ST 570TH AVE 320TH 320TH LN LN NE 150 NE 29 ST NE 150 NE 142 AVE NE 166TH AVE AVE 166TH 166TH NE NE NE 110 AVE NE 126 AVE 340TH ST ST 340TH 340TH NE 166 AVE NE 102 AVE AVE NE 102 NE 102 NE 118 AVE NE 118 AVE NE 158 AVE AVE NE 158 NE 158 32 32 NE 29 33 CT 20 5 5 29 8 8 5 5 F22 8 8 578TH ELKHART ELKHART 17 AVE NE 38 ST NE 38 ST 580TH AVE C C AVE AVE o NE o NE 108 AVE AVE 108 108 NE NE o W o H n ITE n O 33 4 A 4 K 28 9 D 9 33 R WHITE 16 585TH 16 AVE 4 9 9 21 OAK 28 R-23W R70 R70 R-23W R-23W UNION PACIFIC UNION NE 42 ST PACIFIC UNION UNION PACIFIC RAILROAD RAILROAD C C r r e e e RAILROAD e k NE 46 ST NE 46 ST k NE 134 AVE AVE 134 134 NE NE PLANS OFPROPOSEDIMPROVEMENTONTHE NE 46 ST NE 46 ST POP. 683 POP. 683 R70 210 NE 140 AVE Highway Division 27 POP. 827 22 10 10 15 15 34 3 3 PROJECT NAME 27 34 597TH AVE NE 56 ST NE 56 ST NE 134 AVE AVE 134 134 NE NE NE 142 AVE AVE 142 142 NE NE NE 138 AVE 138 NE NE 138 AVE 138 NE NE 56 ST DESIGN TRAFFICDATA 20__ 20__ TRUCKS Total DesignESALs 10 minuteswaittimeperzone. Construction zonesthatutilizepilotcarsaretypically2.5to3 milesinlengthornomorethan length withouttheuseofpilotcarsaslongadequatesight distanceisavailable. is allowedduringconstruction,typicallytrafficcontrolzones arekepttoa0.25milemaximum The detourmapisusedonlyifroadwayclosedtotrafficduring construction.Ifthroughtraffic Route Detour MADISON AADT AADT [Project Description] TITLE SHEET BOONE CO. BOONE 25 13 210 12 POLK CO. POLK N W S V.P.D. V.P.D. HE LD A % H L DR NW 58 ST R38 500TH AVE POP. 319 STORY CO. STORY 3418 POP. NW 110 AVE CROCKER 30 505TH 19 31 18 7 6 POP. 319 6 NW 98 AVE 98 NW N D W R AVE L A K E NW NW 44 ST 44 ST NW 44 ST NW 166 AVE NW 166 NW 44 ST AVE 158 NW NW 134 AVE 134 NW NW 142 AVE NW NW 126 AVE NW 340TH ST 340TH CROCKER NW 150 AVE NW 150 1489 POP. SHEET NO. 320TH ST 20 29 NW 37 ST 32 29 32 17 8 5 8 NW 110 AVE 5 LINCOLN NW 30 ST NW 30 ST 520TH AVE F o u r 166TH NE 340TH ST 340TH R56 AVE 33 21 28 16 33 9 4 28 4 M R-24W R-24W i l e COUNTY NW 16 ST NW 16 ST NE 134 AVE NE R56 C r e e k 10 Detour Map 535TH AVE 3 34 27 3 22 15 34 27 320TH ST 320TH NE 118 AVE 118 NE NW 2 ST NW 2 ST 45582 POP. 3317 POP. 340TH ST 340TH NE 166TH NE NE 166 AVE NE NE 150 AVE 150 NE NE 126 AVE 126 NE 340TH ST 340TH 26 AVE NE 158 AVE NE 158 NE 6 ST 210 11 14 35 2 INDEX OFSEALS 26 PROJECT NUMBER NE 6 ST 35 NAME 2 69 69 69 NE 142 AVE POP. 432 12 13 36 F22 24 1 25 25 36 NE 22 ST NE 22 ST 560TH AVE NE 134 NE 35 NE 24 C 35 NE FRISK DR T 35 18 6 19 31 30 30 31 AVE 6 7 340TH ST NE 29 ST NE 29 ST 570TH AVE 320TH LN NE 29 ST NE 150 NE 142 AVE NE 166TH AVE 166TH NE NE 110 AVE NE 126 AVE 340TH ST 340TH NE 166 AVE NE 102 AVE NE 102 NE 118 AVE NE 158 AVE NE 158 32 32 NE 29 33 CT 20 5 29 8 5 F22 8 578TH ELKHART 17 AVE NE 38 ST NE 38 ST 580TH AVE C AVE NE o NE 108 AVE 108 NE W o H ITE n O 33 A 4 K 28 D 9 33 R WHITE 16 585TH 16 AVE 4 9 21 OAK 28 R-23W R70 R70 R-23W NE 42 ST PACIFIC UNION UNION PACIFIC RAILROAD C r TYPE e RAILROAD e NE 46 ST NE 46 ST k NE 134 AVE 134 NE NE 46 ST NE 46 ST POP. 683 R70 210 NE 140 AVE 27 POP. 827 22 10 10 15 15 34 3 3 27 34 597TH AVE NE 56 ST NE 56 ST NE 134 AVE 134 NE NE 142 AVE 142 NE NE 138 AVE 138 NE NE 56 ST the scopeofproject. Sheets B.7toL.2areoptional,dependingon and constructionundertraffic. cross-sections, turnlanes,transitionsforbridges, including: staging,trafficcontrol,varyingexisting (bonded orunbonded)withmanydetails This indexisrepresentativeofanoverlayproject J.1 L.1 D.1 C.1 B.1 A.1 J.2 B.5 L.2 B.9 B.7 B.6 B.4 B.3 B.2 A.3 A.2 B.8 No. Pages orsheetscoveredbythisseal: REVISIONS Jointing Layout Staking Layout Staging ConstructionOpentoTraffic Staging andTrafficControlNotes Existing RoadwayPlanandProfileforReferenceOnly Quantity Tabulations Guardrail andPavedShoulderDetail Shoulder andPavedAccessDetails Right TurnandBridgeApproachDetails Profile TransitionDetails Miscellaneous Details Unbonded PCCOverlayJointing(withandwithoutWidening) Bonded PCCOverlayJointing(withandwithoutWidening) Bonded andUnbondedTypicalCrossSection Existing SectionandMillingSheet Estimated QuantitiesandReferenceInformation Legend andSurveyControl Title Sheet INDEX OFSHEETS My licenserenewaldateis Printed orTypedName Signature SHEET NUMBER Description PROJECT IDENTIFICATIONNUMBER R.O.W. PROJECTNUMBER A.1 PROJECT NUMBER Date LEGEND AND SURVEY CONTROL UTILITY LEGEND SURVEY SYMBOLS SE COR. SEC. 35-81-24 E 1/4 COR. SEC. 35-81-24 IS P.I. 163+58.50 = P.I. STA. 163+58.5 AB IS P.I. 189+96.31 = P.I. STA. 189+98.0 AB SB SHR Shrub Power Pole PINT NO 8000 FOUND MAG NAIL PINT NO 8001 FOUND I.D.O.T. ALUM. MON DU Centerline Draw or Stream (Up) N = 7,556,329.479 E = 18,531,682.296 N = 7,558,967.255 E = 18,531,695.207 ST SEP Septic Tank Private Electric D Centerline Draw or Stream (Down) TEV Evergeen Tree Fiber Optic EP Edge of Paved Roads (ML or SR) | | TLNL Tree Line Left Data / Phone SET 5/8" t SNP Unpaved Shoulder t S C S FD. C.M. RE-ROD B Cable BIN Grain Bin TP TPD Telephone Pedestal n FLUSH n FLUSH i BNK Stream Bank Natural Gas i a SIGN SI Sign a M Sanitary Sewer Line M LP LP L.P.

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