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STANDARD DETAIL DRAWINGS YOFDRAWING No.R0.1ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVERRoadworksSheetNumberR0.1DRAWING INDEXROADWORKSR2.1TYPICAL CROSS SECTIONRESIDENTIAL (LIGHT DUTY) STREETR2.2TYPICAL CROSS SECTIONHIGHER-ZONED STREETR2.3TYPICAL CROSS SECTIONINDUSTRIAL, ARTERIAL, & BUS ROUTESR2.4TYPICAL CROSS SECTIONP.C.C. BASER2.5TYPICAL CROSS SECTIONROADS ON PEATR3.1TYPICAL CROSS SECTIONRESIDENTIAL CENTRE STRIP LANEWAYR3.2TYPICAL CROSS SECTIONHIGHER-ZONED LANEWAYR3.3TYPICAL CROSS SECTIONPROTECTED/RAISED BIKE LANER4.1ROADSRESIDENTIAL ROADR4.2ROADSSTANDARD BULGE DESIGN INTERIM GUIDELINESR4.3ROADSTYPICAL ARTERIAL LEFT TURN BAYRS.1ROADSTRAFFIC CIRCLESR7.1LANEWAYSLANEWAY ENTRANCER8.1MARKINGS & SIGNAGEINSTALLATION OF PAVEMENT MARKINGSR8.2MARKINGS & SIGNAGEDETAIL OF MEDIAN GORE MARKINGR8.3MARKINGS & SIGNAGEMERGING OR DIVERGING GORE AREA MARKINGR8.4MARKINGS & SIGNAGELEFT TURN BAY ARROW INSTALLATIONR8.5MARKINGS & SIGNAGETURN ARROWSR8.6MARKINGS & SIGNAGETYPICAL MERGE ARROW PLACEMENTR8.7MARKINGS & SIGNAGEMERGE ARROWR8.8MARKINGS & SIGNAGETYPICAL BUS LANE PAVEMENT MARKINGR8.9MARKINGS & SIGNAGEELEPHANT'S FEET DETAILSRS.10MARKINGS & SIGNAGEELEPHANT'S FEET DETAILSRS.11MARKINGS & SIGNAGETYPICAL CROSSWALK MARKINGSRS.12MARKINGS & SIGNAGEPEDESTRIAN CROSSWALK SIGN PLACEMENTRS.13MARKINGS & SIGNAGESTANDARD CROSSWALK SIGNING AND MARKINGRS.14MARKINGS & SIGNAGESTOP BAR PLACEMENTRS.15MARKINGS & SIGNAGEMOTORCYCLE QUADRANGLERS.16MARKINGS & SIGNAGEBIKE PATH ARROW STENCILSPARKINGTYPICAL PARKING METER LAYOUTSR9.1REV.DescriptionSheet TitleREVISION DATEAPPROVEDDRAWING INDEXROADWORKSISSUE DATE: SEPTEMBER 2018APPROVED BY: J . LEE
,;o ;o iii z::::jn 'n- 5z0 m0 C rr1) ""CJ""CJ;o;;;c1 m0;,;Jm20.0m RIGHT-OF-WAYV --10.0mCJm z ""O-In) ) r. rrG)n;,;JVARIES0.3m-1.8mSIDEWALK- Q.,VARIES1.2m-2.7mUTILITYSTRIP--i:::c 0V -I V CJ V C m10.0m0.762mSTREET LIGHT0.15m1-3%--02 .5%TYPE "B" CURB &GUTTER (TYP.)SIDEWALK1-3%2.5%APPROVED SUPERPAVE 19mm NOMINAL MIXAS PERSECTION 3212 17-75mm MIN. VARIES1.SmANDUP0.15mz ;,;JmVARIES1.2m-2.7mUTILITYSTRIP8 .5m TYPICALAPPROVED 19mm MINUS CRUSHED GRANULAR BASE AS PER SECTION 32 11 23 (MIN. 95% MPD)-150mmMIN.IIILJBACKFILL AS PERSECTION 31 23 01APPROVED 75mm MINUS CRUSHED GRANULAR SUBBASE AS PER SECTION 32 11 16.1 (MIN. 95% MPD)-300mmMIN.) "ti"ti::00 mCJOJ !'-rmmenIMPORTED APPROVED GRANULAR FILL AS PER SECTION 32 11 16.1 (MIN 95% MPD)OR RESHAPING APPROVED GRANULAR ROAD BED AS PER SECTION 31 22 16 (MIN 95% MPD)(/)CmCJ) -Iri:iU)m"ti-INOTES:m1. ONLY TO BE USED FOR NEW ROAD CONSTRUCTION.m::02. FOR SUBGRADE SOIL CLASS SC, ML, OR CL ONLY. OTHER SOIL CLASSES REQUIRE SPECIAL TREATMENTGEOTECHNICAL ENGINEER REQUIRED TO DETERMINE SUBGRADE SOIL CLASSIFICATION. 3. FOR PORTLAND CEMENT CONCRETE ROADS, USE THE ROAD STRUCTURE ON G5.5.s:OJ"'ex,SCALE: N.T.S.
,;o ;o iii z::::jn 'n- 5z0 m0 C rr1) ""CJ""CJ;o;;;c1 m020.0m RIGHT-OF-WAY-:::c G ) ""O:::c ) nm;;o rI10.0mVARIES0.3m-1.8mSIDEWALKnN0 ;;oz 0CJ)m CJ)CJCJ)-m 2mSTREET 5m2.5%) en(/)::00 mm"ti"tiCJOJ !'-rmm1-3%2.5% 0zAPPROVED SUPERPAVE SURFACE MIX AS PER SECTION 321217-50mm MIN.TYPE "A" CURB &GUTTER (TYP.)VARIES1.8m AND UPSIDEWALKAPPROVED SUPERPAVE BASE MIX AS PER SECTION 32 1217- 90mm MIN.APPROVED 19mm MINUS CRUSHED GRANULAR BASE AS PER SECTION 32 11 23 (MIN. 95% MPD)-150mmMIN.III ILJBACKFILL AS PERSECTION 31 23 01APPROVED 75mm MINUS CRUSHED GRANULAR SUBBASE AS PER SECTION 321116.1 (MIN. 95% MPD)-300mm MIN.IMPORTED APPROVED GRANULAR FILL AS PER SECTION 32 11 16.1 (MIN 95% MPD)OR RESHAPING APPROVED GRANULAR ROAD BED AS PER SECTION 31 22 16 (MIN 95% MPD)CCJ) -Iri:iU)mNOTES:m1. ONLY TO BE USED FOR NEW ROAD CONSTRUCTION."ti-Is:OJm::0I\.) ex,2. FOR SUBGRADE SOIL CLASS SC, ML, OR CL ONLY. OTHER SOIL CLASSES REQUIRE SPECIAL TREATMENTGEOTECHNICAL ENGINEER REQUIRED TO DETERMINE SUBGRADE SOIL CLASSIFICATION .3. FOR PORTLAND CEMENT CONCRETE ROADS, USE THE ROAD STRUCTURE ON G5.5.SCALE: N.T.S.
) ""CJ""CJ'-;o ;. mC,--20.0m RIGHT-OF-WAY10.0mz10.0mVARIES0.3m-1.8mCJC ;;:c .r ) nSIDEWALK) ""O) r;;:c V nm) .rVARIES1.2m-2.7mUTILITYSTRIP--1VARIES0.762mSTREET LIGHT2.5%V V QAPPROVED SUPERPAVE SURFACE MIX AS PER SECTION 321217-50mm MIN.CV 0 CzTYPE "A" CURB &GUTTER (TYP.)-ImV 1-3%2.5% 20 mOJVARIES1.8m AND PVARIESIII ILJAPPROVED SUPERPAVE BASE MIX AS PER SECTION 32 12 17 (MAX LIFT THICKNESS NOT TO EXCEED 90mm):- ARTERIAUINDUSTRIAL: 150mm (2 X 75mm LIFTS)- BUS ROUTE: 180mm (2 X 90mm LIFTS)APPROVED 19mm MINUS CRUSHED GRANULAR BASE AS PER SECTION 32 11 23 (MIN. 95% MPD)-150mmMIN.BACKFILL AS PERSECTION 31 23 01APPROVED 75mm MINUS CRUSHED GRANULAR SUBBASE AS PER SECTION 32 11 16.1 (MIN. 95% MPD)-300mm MIN.IMPORTED APPROVED GRANULAR FILL AS PER SECTION 32 11 16.1 (MIN 95% MPD)OR RESHAPING APPROVED GRANULAR ROAD BED AS PER SECTION 31 22 16 (MIN 95% MPD)) "'C"'C;;o0 mCJOJ !'-rmm ii(J)NOTES:m1. ONLY TO BE USED FOR NEW ROAD CONSTRUCTION .CCJ r:i(J)m"'C-Ims:OJm;;o"' 002. R2.3 SPECIFICATION TO BE USED ONLY UPON THE APPROVAL OF THE CITY ENGINEER. R2.4 IS THEPREFERRED SPECIFICATION TO BE USED FOR THE NEW ROAD CONSTRUCTION OF INDUSTRIAL, ARTERIALAND BUS ROUTES.3. FOR SUBGRADE SOIL CLASS SC, ML, OR CL ONLY. OTHER SOIL CLASSES REQUIRE SPECIAL TREATMENTGEOTECHNICAL ENGINEER REQUIRED TO DETERMINE SUBGRADE SOIL CLASSIFICATION.4. FOR PORTLAND CEMENT CONCRETE ROADS, USE THE ROAD STRUCTURE ON G5.5.SCALE: N.T.S.
) ""CJ""CJ'-;o ;. mC,.It.l20.0m RIGHT-OF-WAY10.0m10.0mVARIES0 .3m-1 .8mz 0 ""O1-4C1-4 ;,J r1-4) .rSIDEWALKnVARIES1.2m-2.7mUTILITYSTRIP0) (/) 1-4) r0.15m(/)(/)Q1-3%1-40""OC(/)r ;,;:, no·C-I 1LJ TYPE "A" CURB &GUTTER (TYP.)m (/)(/) m-) "'C"'C;;o0 mCJOJ !'-rmm ii(J)CmCJ r:i(J)m2.5%VARIES \1.BmANDUP \SIDEWALK0.15m----i2.5%I I ,,; ·,,; ., , , -- , ,. ::·; .-; . ,,:; ' "··;;--,., ,, , -- ···· . . - .,, s'. "· ., .,,,:,,·-. . - , .,. - ·;:; : "--···"::::·-- ·, . ,. ·. , "" -., . ' ,,,. ·: :.·": I II I 12.Y "" " " ' " JQU '--' J ?\ s::,t ,u, " " '51")' " " " " .Q() v, Q.U :: " :; " o'-:-/4 I I1APPROVEDSUPERPAVESURFACE MIX AS PER SECTION 321217STREETLIGHT JI I.zco 20VARIES1.2m-2.7mUTILITYSTRIPVARIES0.762mSTREET LIGHT-----;,Jm m;,JVARIES- - BASE MIX AS PER 321217APPROVEDSUPERPAVE 75mm MIN. P.C. CONCRETE BASE AS PER SECTION 32 15 03S:- 175mm MIN. ,.1-3%--. LJBACKFILL AS PER SECTION 31 23 01APPROVED 19mm MINUS CRUSHED GRANULAR BASE AS PER SECTION 32 11 23 (MIN. 95% MPD)-150mmMIN.APPROVED 75mm MINUS CRUSHED GRANULAR SUBBASE AS PER SECTION 32 11 16.1 (MIN. 95% MPD)-300mmMIN.IMPORTED APPROVED GRANULAR FILL AS PER SECTION 32 11 16.1 (MIN 95% MPD)OR RESHAPING APPROVED GRANULAR ROAD BED AS PER SECTION 31 22 16 (MIN 95% MPD)NOTES:1. ONLY TO BE USED FOR NEW ROAD CONSTRUCTION.2. R2.4 IS THE PREFERRED SPECIFICATION TO BE USED FOR THE NEW ROAD CONSTRUCTION OF INDUSTRIAL,ARTERIAL AND BUS ROUTES.3. FOR SUBGRADE SOIL CLASS SC, ML, OR CL ONLY. OTHER SOIL CLASSES REQUIRE SPECIAL TREATMENTGEOTECHNICAL ENGINEER REQUIRED TO DETERMINE SUBGRADE SOIL CLASSIFICATION ."'C-Ims:OJm;;o"' 00SCALE: N.T.S.
YOFVANCOUVERSTANDARD DETAIL DRAWINGSDRAWING No.R2.5ENGINEERING SERVICES - VANCOUVER, B.C.RESIDENTIAL: 150mm HIGH ASPHALT CURB. DWG C5.1ARTERIAL: TYPE 'A' CONCRETE CURB & GUTTER (TYP). DWG C4.1RESIDENTIAL: 100mm ASPHALT (2 x 50mm LIFTS)APPROVED SUPERPAVE MIXARTERIAL: 150mm ASPHALT (2 x 75mm LIFTS)APPROVED SUPERPAVE MIXASPHALT SURFACE PAVEMENT INACCORDANCE WITH SECTION 32121720mm MINUS GRANULARBASE (MIN . 95% MPD)100mf300mmMIN.PEATPEATPEAT AREA SEWER TRENCH80mm CRUSHED TAILINGS(COMPACTED)PLACE FILTERFABRIC BELOWGEOGRIDPILINGSGEOGRID/GEOFABRIC INSTALLATION1.PLACE GEOFABRIC (AMOCO 4551) DIRECTLY ON PEAT, FOLLOWED BY GEOGRID (TENSAR BIAXIAL "BX-1200").2.OVERLAP SHEETS OF GEOGRID A MINIMUM OF 900mm AND IN THE DIRECTION THAT THE FILL WILL BE SPREAD.3.OVERLAPPED SHEETS OF GEOGRID MUST BE TIED TOGETHER ACCORDING TO NILEX INSTALLATION MANUAL.4.EXTEND GEOGRID/GEOFABRIC A MINIMUM OF 500mm BEYOND BACK OF CURB.5.PLACE 300mm OF AGGREGATE ROAD BASE IN TWO 150mm LIFTS.GEOGRID CUT REPAIR1.RETAIN A MINIMUM OF 1000mm EXISTING GEOGRID AROUND THE EXCAVATION FOR CONNECTION OF THE PATCH-GEOGRID.2.PLACE GEOFABRIC (AMOCO 4551) FOLLOWED BY GEOGRID (TENSAR BIAXIAL "BX-1200") DIRECTLY ON BACKFILLED TRENCHAT THE SAME ELEVATION AS THE EXISTING GEOFABRIC AND GEOGRID.3.OVERLAP GEOGRID A MINIMUM OF 300mm AND CONNECT WITH NYLON CABLE TIES.NOTE:1. CONTACT CITY STREETS OPERATIONS BRANCH FOR GEOGRID MATERIAL.REV.REVISION DATEAPPROVEDTYPICAL CROSS SECTIONROADS ON PEATSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: J . L E E --
YOFVANCOUVERSTANDARD DETAIL DRAWINGSDRAWING No.R3.1ENGINEERING SERVICES - VANCOUVER, B.C.6.1m RIGHT-OF-WAYTYP 1.25mTYP 1.8m(1 .5m - 2.0m)TYP 3-8%3%TYP 1.8m(1 .5m - 2.0m)3%TYP 1.25mTYP 3-8%EXISTING GROUNDAPPROVED SUPERPAVE SURFACE MIX AS PERSECTION 32 12 17-75mm MIN . - - APPROVED 19mm MINUS CRUSHED GRANULAR BASEAS PER SECTION 32 11 23 (MIN . 95% MPD)-150mm MIN.' - - - - - APPROVED 75mm MINUS CRUSHED GRANULAR SUBBASE AS PERSECTION 32 11 16.1 (MIN . 95% MPD)-300mm MIN .IMPORTED APPROVED GRANULAR FILL AS PER SECTION 32 1116.1 (MIN 95% MPD)OR RESHAPING APPROVED GRANULAR ROAD BED AS PER SECTION 312216 (MIN 95% MPD)NOTES:1. PAVED APRON CONNECTIONS ARE PERMITTED ONLY AT DRIVEWAYS, GARAGE DOORS, AND/ORPEDESTRIAN ENTRANCES.2. APRONS MAY EXTEND NO MORE THAN 1.2m LONGITUDINALLY FROM THE EDGE OF THE DRIVEWAY, GARAGEDOOR, OR PEDESTRIAN ENTRANCE.3. FOR SUBGRADE SOIL CLASS SC, ML, OR CL ONLY. OTHER SOIL CLASSES REQUIRE SPECIAL TREATMENTGEOTECHNICAL ENGINEER REQUIRED TO DETERMINE SUBGRADE SOIL CLASSIFICATION .4. FOR PORTLAND CEMENT CONCRETE LANES, USE THE ROAD STRUCTURE ON GS.5.REV.REVISION DATEAPPROVEDTYPICAL CROSS SECTIONRESIDENTIAL CENTRE STRIP LANEWAYSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: J . L E E --
YOFVANCOUVERSTANDARD DETAIL DRAWINGSDRAWING No.R3.2ENGINEERING SERVICES - VANCOUVER, B.C.6.1m RIGHT-OF-WAYct3.05mI3.05mIIIII3%I3%APPROVED SUPERPAVE SURFACE MIX AS PERSECTION 32 12 17-50mm MIN .APPROVED SUPERPAVE BASE MIX AS PERSECTION 32 12 17-75mm MIN . - - APPROVED 19mm MINUS CRUSHED GRANULARBASE AS PER SECTION 32 11 23 (MIN . 95% MPD)-150mm MIN . - - - APPROVED 75mm MINUS CRUSHED GRANULAR SUBBASE AS PERSECTION 32 11 16.1 (MIN . 95% MPD)-300mm MIN.IMPORTED APPROVED GRANULAR FILL AS PER SECTION 32 11 16.1 (MIN 95% MPD)OR RESHAPING APPROVED GRANULAR ROAD BED AS PER SECTION 31 22 16 (MIN 95% MPD)NOTES:1. PAVED APRON CONNECTIONS ARE PERMITTED ONLY AT DRIVEWAYS, GARAGE DOORS, AND/ORPEDESTRIAN ENTRANCES.2. APRONS MAY EXTEND NO MORE THAN 1.2m LONGITUDINALLY FROM THE EDGE OF THE DRIVEWAY, GARAGEDOOR, OR PEDESTRIAN ENTRANCE.3. FOR SUBGRADE SOIL CLASS SC, ML, OR CL ONLY. OTHER SOIL CLASSES REQUIRE SPECIAL TREATMENTGEOTECHNICAL ENGINEER REQUIRED TO DETERMINE SUBGRADE SOIL CLASSIFICATION.4. FOR PORTLAND CEMENT CONCRETE LANES, USE THE ROAD STRUCTURE ON G5.5.REV.REVISION DATEAPPROVEDTYPICAL CROSS SECTIONHIGHER-ZONED LANEWAYSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: J . L E E --
YOFVANCOUVERSTANDARD DETAIL DRAWINGSDRAWING No.R3.3ENGINEERING SERVICES - VANCOUVER, B.C.VARIESEDGE TREATMENTVARIESEDGE TREATMENTVARIESAPPROVED 9.5mm SUPERPAVE SURFACE MIX ASPER SECTION 32 1217 OR MMCD UPPER COURSE #2-50mm MIN . - - APPROVED 19mm MINUS GRANULAR BASE ASPER SECTION 32 11 23 (MIN. 95% MPD)-150mm MIN . - - - APPROVED NATIVE OR 75mm MINUS CRUSHED GRANULARSUBBASE AS PER SECTION 32 11 16.1 (MIN . 95% MPD)-300mm MIN .IMPORTED APPROVED GRANULAR FILL AS PER SECTION 32 11 16.1 (MIN 95% MPD)OR RESHAPING APPROVED GRANULAR ROAD BED AS PER SECTION 31 22 16 (MIN 95% MPD)NOTES:1. FOR SUBGRADE SOIL CLASS SC, ML, OR CL ONLY. OTHER SOIL CLASSES REQUIRE SPECIAL TREATMENTGEOTECHNICAL ENGINEER REQUIRED TO DETERMINE SUBGRADE SOIL CLASSIFICATION.REV.REVISION DATEAPPROVEDTYPICAL CROSS SECTIONPROTECTED/RAISED BIKE LANESCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: J . L E E --
STANDARD DETAIL DRAWINGS YOFDRAWING No.R4.1ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVERIG,IIII(IIIIIIIIIII::.::.I (:s:w I0Ein0,-.:---./SEE DWG R4.2)IIIIIl OBJECT MARKER J·-----· 0:?;N L.,,.:; --USIDEWALKWA-36Rcf"sm-r-JIt- - -/2 --7/SEE DOUBLE CURB RAMP-- ,.DWG CB.1 FOR DETAILS/MIN. 6.0m\\"- - . i E -li CRETE ,5'l ::::::i ·.t:' JTOP OF DROP \--.:Jt::::: IBOTTOM OF DROPNOTES:1. NOTIFY TRANSPORTATION BRANCH PRIOR TO DESIGN OF COMPLEX DESIGNS, NON RESIDENTIAL, BUS ROUTES ETC.2. STREET DESIGN REQUIRED FOR DRAINAGE.3. INFILTRATION BULGE SHOULD BE CONSIDERED AS AN ALTERNATIVE DESIGN.4 . FOR STANDARD BULGE DESIGN INTERIM GUIDELINES, REFER TO THE DESIGN CRITERIA MANUAL AND DWG R4.2.SCALE: N.T.S.REV.REVISION DATEAPPROVEDROADSRESIDENTIAL ROADISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERDRAWING No.STANDARD DETAIL DRAWINGSR4.2ENGINEERING SERVICES - VANCOUVER, B.C.T1 IIIIIty .sT 2.0m MIN. VARIESR INNER 2.5mR OUTER 2.5mTANGENT NONESTANDARD BULGE DETAILD 1.2m TO 1.4mTIIIT 2.0m MIN. VARIESR INNER 4.0mR OUTER 2.5mTANGENT NONESTANDARD BULGE DETAILD 1.5m TO 2.1mT1 II IIl -5TANGENT VARIESJJ .o, ---1-,T 2.0m MIN. VARIESR INNER 4.0mR OUTER 2.5mTANGENT VARIES (0.3m MIN.)JSTANDARD BULGE DETAILD 2.2m TO 2.5m1. IF PARKING OR OTHER CONDITIONS CONSTRAIN THESE PARAMETERS, ADJUSTMENTSSHOULD BE MADE IN THE FOLLOWING PRIORITY ORDER:(I) REDUCE THE R INNER TO R 2.5(II) MINIMIZE THE DEPTH(Ill) REDUCE THE TANGENT TO AN ABSOLUTE MINIMUM OF 1.2m2. BULGE WIDTH TO BE GREATER THAN 1.2m AND LESS THAN 2.5m.3. ALL DIMENSIONS IN METERS UNLESS STATED OTHERWISE.ROADS1---- ----------- f---------lSTANDARD BULGE DESIGN INTERIM GUIDELINESREV.REVISION DATEAPPROVEDSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERSTANDARD DETAIL DRAWINGSENGINEERING SERVICES - VANCOUVER, B.C.IDRAWING No.R4.3I-U. ::E3.43.2z.100 0::,3.03.23.4't; t '·t,, . rl·z ()ir:i:w::c 0Iex:· U. , Cl.fii ii/jgCX:NOTE:1. ALL DIMENSIONS IN METERS UNLESSSTATED OTHERWISE.REV.REVISION DATEAPPROVEDSCALE: N.T.S.ROADSTYPICAL ARTERIAL LEFT TURN BAYISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
STANDARD DETAIL DRAWINGS YOFDRAWING No.R5.1ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVERINSTALL 50mm (2") PVC DRAIN PIPE(S)WHERE NECESSARY TO FACILITATEDRAINAGE. PIPE TO BE CUT IN HALFAND LAID OVER EXISTING PAVEMENT.0CONCRETE TO HAVE A28 DAY COMPRESSIVESTRENGTH OF 32 MPalA DRIFTPINS TO BE 275mmLENGTHS OF 15M REBARSPACED AT 1m INTERVALSII// /jIJI0TIE 1OM REBARTO DRIFTPINS'}. \.)·A\II'/I1)/.-PLANKEEP RIGHT SIGNRB-25 (X4). SEECOV ENGINEERINGDESIGN MANUALFOR MORE DETAILSRETAIN PAVEMENT STRUCTUREIF TRAFFIC CIRCLE DOESNOT REQUIRE PLANTINGE 20mm MIN COVER;. ,:15M REBAR (TYP)-MINOAmBREAK-OUT EXISTING PAVEMENT/BASE ANDEXCAVATE PLANTING AREA (IF PLANTED).GROWING MEDIUM TO COMPLY WITH TOPSOIL& FINISH GRADING IN SECTION 32 91 21 OFTHE CONSTRUCTION SPECIFICATIONS.DIG-OUT AROUND SIGN SLEEVESEE DWG C19.1SECTION A-AL 1 ·0.6m.I0.2mj 0.08m'JMIN 0.2mCURB CROSS-SECTION3m RADIUS AND GREATERCURB CROSS-SECTIONUNDER 3m RADIUSNOTES:1. NOTIFY TRANSPORTATION BRANCH PRIOR TO DESIGN.REVISION DATEAPPROVEDSIGN SLEEVEPOST FOOTING DETAILSCALE: N.T.S.ROADSREV.DRAIN PIPE15M REBAR DRIFTPINTRAFFIC CIRCLESISSUE DATE: SEPTEMBER 2018APPROVED BY: J. L EE
r-(X .DRAWING No.STANDARD DETAIL DRAWINGS ,rCITYOFR?.1ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVERFOR TYP. 20m STREET ALLOWANCEROAD WIDTHBLVD A8.5m5.75m10.0m5.0m11 .0m4.5m12.0m4.0mAA1-ww0:::1-ww.Ja.UTILISTRIPSEE TYPICALI SIDEWALKSI DWGC1.1,DWGC2.1, DWG C2.2I--enI.JUTILISTRIP0:::I--ena.SIDEWALKSEE TYPICALI SIDEWALKSI DWGC1.1,DWGC2.1 , DWG C2.2- .--1--IBCL!l/T SEE DWG C9.1,,,--1- SEE DWG C9.1ILANEEC\iIC')a. E0(0a.Eco0 LANE (SKEWED) r--1-BC1-ww0:::.Ja.I--enIww0:::I--enSCALE: N.T.S.REV.REVISION DATEAPPROVEDLANEWAYSLANEWAY ENTRANCEISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
STANDARD DETAIL DRAWINGS YOFDRAWING No.R8.1ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVERINSTALLATION OF PAVEMENT MARKINGSCOLORLINE DIMENSIONS (mm)TYPEWHITE roLSOLIDBROKENSHORT BROKENDENSE BROKEN3.0m r6.0mI77·· I' r- - I, ,JI,·,JoLI,,I3.0m1.0m1.0m o.sm0.5mgr'(0L0 1INf'2. DIRECTIONALI1. LANE LINES1. DIRECTIONALDIVIDING LINESDIVIDING LINES2. LEFT TURN BAYS1. GUIDE LINES FORINTERSECTIONMOVEMENTS1. GUIDE LINES FORINTERSECTIONMOVEMENTS1. STOP LINES1. CROSSWALKS\300300L1111ELEPHANT'SFEET2. LANE LINES0.5moL,CROSSWALK1. EDGELINES ON THELEFT1. CONTINUITY LINES1N MERGING ANDDIVERGING AREAS1.om r- - - - - - - - - - -STOP1. EDGELINES ON THERIGHTPROHIBITING LANECHANGESoLIoLYELLOWg DDDDD(')t1. BIKE CROSSINGSNOTE:1.REV.ALL DIMENSIONS IN MILLIMETERS UNLESS STATED OTHERWISE.REVISION DATEAPPROVEDMARKINGS & SIGNAGEINSTALLATION OF PAVEMENT MARKINGSSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
DRAWING No.STANDARD DETAIL DRAWINGS YOFR8.2ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVER.4 . . ·.4· .,(. . .: ·.,'. ·'.:.,;,·. .· . .,. --100 mm YELLOW LINES . -"! ·."4"··. - .:4.: ,. . .d.: :.-:,. · .: ,r. .-:. . 4.l.- - .-A. 4eaV.;,;. .4. .·,. . -'!. . . . . .- ,·."-;,.·4. 4. - .4'. ; ·.-.-. . : · .·-4 ·-. ·. . :,,.,: APPROVED.i-,,. .lf - .-.'!'.- . . .4 .ALL DIMENSIONS IN MILLIMETERS UNLESS STATED OTHERWISE.REVISION DATE4 .-. . . . ."':.'.c .dA . . .:REV.4· -.1. . .;/·" . - .-· . .-. . . . . 4.·4,., . . ., ·· .-- '!I'4. . .· .·4 - . 4·. . I. . .· ·. . . 4. ·. . '. . .- -· .';,. . a-., 11,MARKINGS & SIGNAGEDETAIL OF MEDIAN GORE MARKING.ElO.C"'i.·.,.- . ·.,. 4 .'!I'. SCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERSTANDARD DETAIL DRAWINGSENGINEERING SERVICES - VANCOUVER, B.C.DRAWING No.R8.3n\\JE.R - .:---3.15m-------- -a . ; ' "· :. . ;., ·.-·-. -. -.-'.,;.NOTE:1. ALL DIMENSIONS IN MILLIMETERS UNLESS STATED OTHERWISE.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGEMERGING OR DIVERGING GORE AREA MARKINGSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
STANDARD DETAIL DRAWINGS YOFDRAWING No.R8.4ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVER -STOP LINEIJl, I\/ (-NOTE: EQUALDIMENSIONSDIMENSION 'A'(METRES)NUMBER OFARROWSDIMENSION 'B'7TO2013m20 TO 3523m, 18m35 TO 5033m, 18m, 33m50 43m, 18m, 33m, 48m'SCALE: N.T.S.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGELEFT TURN BAY ARROW INSTALLATIONISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVER1400STANDARD DETAIL DRAWINGSENGINEERING SERVICES - VANCOUVER, B.C.DRAWING No.R8.5NOTE:MUTLIPLE ARROWINSTALLATIONS WILLBE ALIGNED TO TOPOF ARROW STEMS.00LOLONOTE:1. ALL DIMENSIONS IN MILLIMETERS UNLESS STATED OTHERWISE.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGETURN ARROWSSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERSTANDARD DETAIL DRAWINGSENGINEERING SERVICES - VANCOUVER, B.C.DRAWING No.R8.6: 0.3mI\II \II III \II IIIELO0 IIII \IIIII l2[1Yl')II I \IIII\IIIIELO0MERGE ARROW N O S E S / 2 \TO BE ALIGNED ONIIIDIAGONALI IIIII jo.3mINOTE:1. WHEN MORE OR LESS THAN 3 ARROWS ARE REQUIRED, ALL ARROWS ARE TO BE PLACEDIN THE CENTER OF THE LANE.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGETYPICAL MERGE ARROW PLACEMENTSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
DRAWING No.STANDARD DETAIL DRAWINGS YOFR8.7ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVER '. . :. -,· .·. :. ···. -. ·. --·:"· ·r. - \.-:- .·i:·.:; - ,·- ·-"'· ' · -'\ /. ·. ,,. J .--" - /; .- -- ; : . ·. . .:.· :; \,.,.··;:· ·:t' . ·-).·.:.6 . ··.\., ' ; .:. - · :··: - ::.E 01mNOTE:1. ALL DIMENSIONS IN MILLIMETERS UNLESS STATED OTHERWISE.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGEMERGE ARROWSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
STANDARD DETAIL DRAWINGS YOFENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVERDRAWING No.R8.8.,4. · . .·. ·:-. -4.-·-4.4·.d.,.-·. '-· ."6.,.4.,·11.·:-i 4·.·-·.44.,"'·- A·. . · ·,141·.,d.4.-4. - . .4. .· .,,-. a- -·-·.,. -. .-.;,. .d-- . Er--,c,;··-4-. ."- . 4.4,4. ·-4' ··1.sm'.·. 4 .NOTES:1. BUS LANE MARKINGS - WHITE2. ALL DIMENSIONS IN MILLIMETERS UNLESS STATED OTHERWISE.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGETYPICAL BUS LANE PAVEMENT MARKINGSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERDRAWING No.STANDARD DETAIL DRAWINGSR8.9ENGINEERING SERVICES - VANCOUVER, B.C.a. ((.9APPLY GREEN PAINT AS PERENGINEERING DESIGN MANUAL ORAS SPECIFIEDz ·······0.3m x 0.3m TYPBIKE CROSSING ADJACENT TO SIGNALIZED PEDESTRIAN CROSSINGLa.APPLY GREEN PAINT AS PER DESIGNCRITERIA MANUAL OR AS SPECIFIEDz ·······s1DEWALK OR,.,.,-----WALKING PATH BIKE PATH OR PROTECTED BIKE LANE 0.3m x 0.3m TYPBIKE CROSSING ADJACENT TO NON SIGNALIZED ZEBRA CROSSINGAPPLY GREEN PAINT AS PER DESIGNCRITERIA MANUAL OR AS SPECIFIEDDRIVEWAYSIDEWALK ORWALKING PATH. · t·.0.3m x 0.3m TYPBIKE CROSSING ADJACENT TO DRIVEWAY CROSSINGNOTES:1. INSIDE EDGE OF ELEPHANT'S FEET TYPICALLY ALIGNED WITH OUTSIDE EDGE OF BIKE PATH.2. ELEPHANT'S FEET TYPICALLY NOT APPLIED WHERE THERE IS A CONCRETE EDGE THROUGHTHE CROSSING.MARKINGS & SIGNAGEREV.REVISION DATEAPPROVEDELEPHANT'S FEET DETAILSSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERDRAWING No.STANDARD DETAIL DRAWINGSR8.10ENGINEERING SERVICES - VANCOUVER, B.C.a. ((!):il . . I. , ----'-----7 . IlIt!.f E(')HARE D PATH W. AY0.3m x 0.3m TYP.ciSHARED BIKE AND PEDESTRIAN CROSSING - SIGNALIZEDa. ((!):iJ .} /SHAREDPATH WAY .111·· -·ll.I··.I .:i E(')I1t 0.3m x 0.3m TYP.ciSHARED BIKE AND PEDESTRIAN CROSSING - NON SIGNALIZEDNOTES:1. INSIDE EDGE OF ELEPHANT'S FEET TYPICALLY ALIGNED WITH OUTSIDE EDGE OF BIKE PATH.2. ELEPHANT'S FEET TYPICALLY NOT APPLIED WHERE THERE IS A CONCRETE EDGE THROUGHTHE CROSSING.MARKINGS & SIGNAGEREV.REVISION DATEAPPROVEDELEPHANT'S FEET DETAILSSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERSTANDARD DETAIL DRAWINGSENGINEERING SERVICES - VANCOUVER, B.C.STOP BARCBDRAWING No.R8.11ENSURE CB LOCATION FALLSOUTSIDE THE PROPOSEDCROSSWALK ALIGNMENTIQJ WATER VALVE BOXBAMHOSTOP BARE ----.--- 1--- ::.-:J .---0A:B:r7C:STOP LINE(IF REQUIRED)CROSSWALK WIDTH : 3.0m, 4.0m TO 6.0m IN DOWNTOWN COREREFER TO THE DESIGN CRITERIA MANUALCROSSWALK SETBACK FROM GUTTERLINE:0.6mTO2.0mCROSSWALK CORNER FROM CURB RETURN :1.0m DESIRABLE2.0m ACCEPTABLEDIRECTIONAL DIVIDING LINECROSSWALK AND STOP LINES - WHITEDIRECTIONAL DIVIDING LINE - YELLOWTYPICAL STOPLINE ATMARKED CROSSWALKSCALE: N.T.S.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGETYPICAL CROSSWALK MARKINGSISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERSTANDARD DETAIL DRAWINGS .-u-CASE 1:SINGLE CROSSWALK ATSTANDARDINTERSECTION-·-50-60m1 cl ]--Eu-CASE 2:CROSSWALK AT STAGGEREDORT-INTERSECTION50-60mcl ]CASE 3:DI ]CROSSWALKS ONONE-WAY STREETu-I50-60mcl ]LEGEND:ABRA-4RRA-4L[ le50-60m[ IC50-60m-.o.ECDEWC-2RWC-2LRA-11. MAY BE INSTALLED WHERE VISIBILITY IS POOR (WC-2R OR WC-2L).APPROVED.Iln.--EREVISION DATER8.12ENGINEERING SERVICES - VANCOUVER, B.C.EREV.DRAWING No.MARKINGS & SIGNAGEPEDESTRIAN CROSSWALK SIGN PLACEMENTSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: L. QUINTERO
STANDARD DETAIL DRAWINGS YOFDRAWING No.R8.13ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVERCASE 1:f- -·----------MARKED SCHOOLCROSSWALK ON ROUTETO SCHOOLIQG--------------B AI 4----:a -50-60m ART.25-30m RES.I50-60m ART.25-30m RES. -G-PCASE 2:MARKED SCHOOLCROSSWALK ON STREETADJACENT TO SCHOOLf-0G---------I·5-10m' I·50-60m ART.25-30m RES.PG PARA-3R BRA-3L[%: TlCRB-31T0s-1om I 4.0.·H·a BE& D LOCALORE & C ARTERIALi.I50-60m ART.25-30m RES.E& D LOCALORE & C ARTERIAL L::J30km/h8AM-5PMSCHOOL DAYSDRB-MISC-40EWC-1FWC-16LGWC-16RHRA-1NOTES:1. MAY BE INSTALLED WHERE VISIBILITY IS POOR (WC-16L OR WC-16R).SCALE: N.T.S.MARKINGS & SIGNAGEI - - - - - - - - - - - - , STANDARD CROSSWALK SIGNING AND MARKINGAPPROVEDREV.REVISION DATEISSUE DATE: SEPTEMBER 2018APPROVED BY: L. QUINTERO
YOFVANCOUVERSTANDARD DETAIL DRAWINGSDRAWING No.ENGINEERING SERVICES - VANCOUVER, B.C.R8.14STOP BARS AT INTERSECTIONS UNDER 10 STOP BARS AT INTERSECTIONS OVER 10 SCALE: N.T.S.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGESTOP BAR PLACEMENTISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
STANDARD DETAIL DRAWINGS YOFDRAWING No.R8.15ENGINEERING SERVICES - VANCOUVER, B.C.VANCOUVERCROSSWALK3.0m3.0mMOJCYCLEJMETER(IF REQUIRED)6.0mPAINTED WHITE LINE (100mm)CIDI"NO STOPPING EXCEPTMOTORCYCLES"6.2m12.4mMINIMUM SIZE OF METEREDSPACE ADJACENT TO AMOTORCYCLE QUADRANGLENOTE:1.2.REV.3mx2mx2.3m IS THE PREFERRED SIZE OF THE MOTORCYCLE QUADRANGLE ZONES.THIS PROVIDES 3m CLEARANCE FROM THE CROSSWALK TO THE START OF THEMOTORCYCLE QUADRANGLE.TURNING TESTS WITH THE APPROPRIATE DESIGN VEHICLE MUST BE PERFORMED TOENSURE NO CONFLICTS OCCUR.REVISION DATEAPPROVEDMARKINGS & SIGNAGEMOTORCYCLE QUADRANGLESCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
YOFVANCOUVERSTANDARD DETAIL DRAWINGSENGINEERING SERVICES - VANCOUVER, B.C.DRAWING No.R8.16500r-1500r-700§L00N 500§L00N BIKE ARROWBIKE ARROWBIKE ARROWL90L30R90500r-7 lJ UQQQUQQBIKE ARROWr--500r--7r-700§Lr--§LIJUQQ IJUQQ§LIJUQQBIKE ARROWBIKE ARROWBIKE ARROWL30 L90R30R30 R90I.700.I7001 .IBIKE ARROWBIKE ARROWBIKE ARROWL90 THRUR90 THRUL90 R90NOTE:1. ALL DIMENSIONS IN MILLIMETERS UNLESS STATED OTHERWISE.REV.REVISION DATEAPPROVEDMARKINGS & SIGNAGEBIKE PATH ARROW STENCILSSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: R. KENNY
STANDARD DETAIL DRAWINGS YOFVANCOUVERENGINEERING SERVICES - VANCOUVER, B.C. .IDRAWING No.R9.1UJ - (.)co zCl (UJ fa::(/)s0ciUJa::colO lco01"'o:iUJlO Cl UJzco a:::5' a::lOUJ.I LLlO UJUJa:: a.ff-z UJzz:5:5UJUJ.I.I ff-0.60 ff-zUJ UJ'co0UJzUJ(.)(.)--,co(.)--, (--,co ( (lO (lO00 (CllO'ClLLlOLLz"'o:ilO Clco 0 (.)UJa::' a::ci coz0 (.)UJa::ciUJa::rlO ('CllOLL0z0.600 (.)UJa::ciiqa.iq 0.60 "'o:iUJ lO Cl UJ12co a::0Cl' a::UJ UJ 12Clco tta::a.CASE 1CASE 2CASE36. SINGLE METER66. TWIN METERNOTES:1. *A SINGLE METER AT THE REAR OF A METERED SPACE SHOULD ONLY BE INSTALLED INRETROFIT PROJECTS2. IDEAL SIZE 6.2m. SIZES MAY VARY TO AVOID OBSTRUCTIONS (TREES, LAMP STANDARDS, ETC.)OR TO MAXIMIZE NUMBER OF SPACES/BLOCK.3. SLEEVES SHOULD BE INSTALLED ACCORDING TO DWG C19.1.4. ALL DIMENSIONS IN METERS UNLESS STATED OTHERWISE.REV.REVISION DATEAPPROVEDPARKINGTYPICAL PARKING METER LAYOUTSSCALE: N.T.S.ISSUE DATE: SEPTEMBER 2018APPROVED BY: C. DARWENT
vancouver . standard detail drawings . drawing no. engineering services -vancouver, b.c. r2.5 . 100mf 300mm min. residential: 150mm high asphalt curb. dwg c5.1 arterial: type 'a' concrete curb & gutter (typ). dwg c4.1 20mm minus granular base (min. 95% mpd) peat 80mm crushed tailings (compacted) residential: 100mm asphalt (2 x 50mm lifts)
