PLEASANT VALLEY ROAD REHABILITATION 37 AVENUE TO 41 AVENUE FOR CONSTRUCTION ENG

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1 LYOUT: C000 IMGES: R-9.jpg PLOTTED: :52 PM FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-pln-c00.dwg 37 VENUE TO 4 VENUE FOR CONSTRUCTION

2 GENERL NOTES WTERMIN - LL CONSTRUCTION ND MTERILS TO E IN CCORDNCE WITH THE CITY VERNON ND GVW STNDRD SPECIFICTIONS ND DRWINGS UNLESS OTHERWISE NOTED. - WHEN CONFLICT ETWEEN THE SPECIFICTIONS RISES, THE MOST STRINGENT SHLL PPLY. - CONTRCTOR SHLL OTIN PERMIT TO CONSTRUCT WORKS ON MUNICIPL RIGHT WY FROM THE CITY VERNON ENGINEERING DEPRTMENT 48 HOURS PRIOR TO THE STRT NY CONSTRUCTION. - CONTRCTOR TO LOCTE NY ND LL EISTING UTILITIES PER LTEST WORKSFE C, CITY VERNON, GVW, ND/OR UTILITY PROVIDER GUIDELINES ND REGULTIONS. - CONTCT C HYDRO, TELUS, SHW CLE ND FORTIS GS 48 HOURS PRIOR TO THE STRT NY ECVTION. - LOCTION ND FSETS EISTING UTILITIES SHOWN ON THESE PLNS RE COMPILED FROM THE MOST RECENT INFORMTION VILLE, UT RE NOT GURNTEED TO E COMPLETE OR CCURTE ND MUST E VERIFIED Y THE CONTRCTOR PRIOR TO CONSTRUCTION. NY DMGE TO N EISTING UTILITY S RESULT CONSTRUCTION WILL E THE SOLE RESPONSIILITY THE CONTRCTOR. - EPOSE LL EISTING SERVICES T CONNECTION ND CROSSING POINTS 48 HOURS PRIOR TO STRTING CONSTRUCTION ON NY SUCH SERVICES. DVISE ENGINEER NY CONFLICTS. - DO NOT STRT NY CKFILL OPERTION UNTIL THE WORKS HVE EEN INSPECTED Y THE ENGINEER. - FTER CONSTRUCTION, RESTORE WORK RES ND LL EISTING FETURES TO THEIR ORIGINL CONDITION OR ETTER. - MINTIN LOCL VEHICULR ND PEDESTRIN CCESS THROUGH CONSTRUCTION RE DURING CONSTRUCTION, S PER TRFFIC MNGEMENT PLN. - DJUST LL ND EISTING PPURTENNCES TO MEET THE FINISHED GRDES. - ENSURE THT LL SERVICES TO THE EISTING HOUSES REMIN USLE DURING CONSTRUCTION - REMOVE EISTING SPHLT CONSISTENT WITH THE LIMITS CONSTRUCTION SHOWN ON THE DRWINGS ND S NECESSRY TO COMPLETE THE WORK. - FSETS SHOWN RE FOR REFERENCE ONLY. DIGITL LYOUT WILL E PROVIDED T TIME CONSTRUCTION. - REMOVE ND REINSTLL EISTING SINGGE S PER THE LTEST MOT STNDRD ND SPECIFICTIONS. STORM SEWER - LL STORM SEWER MIN TO E PVC ULTR RI UNLESS NOTED OTHERWISE. - STORM SEWER MIN LRGE THN 250mm TO E PVC SDR 35 OR ULTR RI - 50mm STORM SEWER SERVICES TO E PVC SDR 28 - CTCH SINS TO E SIDE INLET WHERE NOTED. - LL CTCH SIN LEDS TO E 200mm PVC SDR 2.0% MIN. SNITRY SEWER DRWING INDE No. C000 C00 - LL CONSTRUCTION ND MTERILS TO E IN CCORDNCE WITH GVW STNDRD SPECIFICTIONS ND DRWINGS UNLESS OTHERWISE NOTED. - LL WTERMIN PIPE TO E PVC DR8, WW STNDRD C900. PROVIDE.5m MINIMUM COVER. - LL WTER VLVES TO CONFORM TO WW C509 ND NSI/NSF STNDRD 6. - LL FITTINGS TO HVE CONCRETE THRUST LOCKS S PER MMCD DRWING W. FITTINGS WITH RESTRINED PIPE LENGTHS LSO REQUIRE CONCRETE THRUST LOCKS. - LL JOINT RESTRINTS TO E FULLY PROTECTED FROM CORROSION THROUGH THE USE PETROLTUM W TPE COTING SYSTEM (DENSO PSTE ND TPE OR PPROVED EQUL) INSTLLED IN CCORDNCE WITH THE LTEST WW C27 STNDRD ND THE MNUFCTURER'S SPECIFICTIONS. - CONTRCTOR TO FLUSH, TEST ND CONNECT THE WTERMINS CCORDING TO GVW YLW,WW C65 ND UNDER THE SUPERVISION THE ENGINEER, INCLUDING TEMPORRY WTER DISTRIUTION SYSTEM. - WTER SERVICES TO E 9mm TYPE 'K' COPPER OR SERIES 200 MUNICIPL TUING UNLESS NOTED. - LL EISTING VLVES ND NEW VLVES CONNECTED TO THE EISTING SYSTEM TO E OPERTED Y CITY CREWS ONLY. CONTRCTOR NOT TO OPERTE NY EISTING VLVES. - THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, CITY FIRE DEPRTMENT ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH THE ENGINEER, GVW, ND THE CITY VERNON. HYDRO, TELEPHONES, CLE, STREET LIGHTING ND GS - CONTCT "C ONE CLL" T MINIMUM 48 HOURS PRIOR TO STRT CONSTRUCTION. - CONTRCTOR TO COORDINTE WORKS IN VICINITY 9 TH STREET WITH C HYDRO. DESCRIPTION COVER SHEET VICINITY PLN, GENERL NOTES & DRWING INDE - 200Ø SNITRY SEWER MIN TO E SDR 35 PVC. - 00Ø ND 50Ø SNITRY SEWER SERVICES TO E PVC SDR 28 C00 ROD WORKS - LIMITS - FROM ST: +000 TO ST: +300 C0 ROD WORKS - LIMITS - FROM ST: +300 TO ST: +540 C02 ROD WORKS - LIMITS - FROM ST: +540 TO ST: +750 C200 ROD WORKS - ROD GRDES - FROM ST: +000 TO ST: +50 C20 ROD WORKS - ROD GRDES - FROM ST: +50 TO ST: +300 C202 ROD WORKS - ROD GRDES - FROM ST: +300 TO ST: +450 IMGES: R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-pln-c00.dwg C203 ROD WORKS - ROD GRDES - FROM ST: +450 TO ST: +600 C204 ROD WORKS - ROD GRDES - FROM ST: +600 TO ST: +750 C205 ROD WORKS - ROD GRDES - 9 STREET ND 20 STREET C VE WTER ND SNITRY - PLN ND PRILE - FROM ST: TO ST: C30 PV WTER ND SNITRY - PLN ND PRILE - FROM ST: +000 TO ST: +50 C302 PV SNITRY - PLN ND PRILE - FROM ST: +00 TO ST: +250 C303 PV WTERMIN - PLN ND PRILE - FROM ST: +0 TO ST: +40 C304 PV WTER ND SNITRY - PLN ND PRILE - FROM ST: +40 TO ST: +560 C305 PV WTER ND SNITRY - PLN ND PRILE - FROM ST: +560 TO ST: +70 C306 9 ST ND 20 ST SNITRY - PLN ND PRILE C VE ESEMENT SNITRY - PLN ND PRILE - FROM ST: +000 TO ST: +056 C400 PV STORM - PLN ND PRILE - FROM ST: +000 TO ST: +50 C40 PV ND 39 VE STORM ND SNITRY - PLN C402 PV STORM - PLN ND PRILE - FROM ST: +560 TO ST: +70 C403 9 ST ND 20 ST STORM - PLN ND PRILE C VE STORM - PLN ND PRILE - FROM ST: TO ST: C500 DETILS - TYPICL SECTIONS C600 TRFFIC REFERENCE PLN - PHSE C600 TRFFIC REFERENCE PLN - PHSE m SCLE: :2000 VICINITY MP SCLE: :2000 E 20th ST. CROSSWLK LYOUT: C00 PLOTTED: :52 PM JC JC JC y : JC JC M VICINITY PLN, GENERL NOTES & DRWING INDE CITY VERNON 682 Drawing No. C00

3 LYOUT: C00 PLOTTED: :52 PM IMGES: R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-pln-c00.dwg 3602 PLESNT VLLEY RD 3602 PLESNT VLLEY RD 3602 PLESNT VLLEY RD 3602 PLESNT VLLEY RD 3604 PLESNT VLLEY RD 3604 PLESNT VLLEY RD 3700 PLESNT VLLEY RD 3700 PLESNT VLLEY RD 3700 PLESNT VLLEY RD 3700 PLESNT VLLEY RD 3704 PLESNT VLLEY RD 3704 PLESNT VLLEY RD TH VENUE TH VENUE 3900 PLESNT VLLEY RD 3900 PLESNT VLLEY RD 3902 PLESNT VLLEY RD P L N KS6837 P L N KS6837 P L N KS 7 P L N KS 7 P L N KS 7 P L N KS 7 P L N KS344 P L N KS344 P L N KS 6666 P L N KS 6666 P L N KS 025 P L N KS 025 L O T L O T L O T L O T P L N KP PLESNT VLLEY RD P L N KS PLESNT VLLEY RD P L N KP774 P L N KP3336 L O T P L N KS PLESNT VLLEY RD P L N KP774 L O T P L N KP PLESNT VLLEY RD 3603 PLESNT VLLEY RD MTCH EISTING RESTORE TO ORIGINL TRNSITION FROM CUR ND GUTTER TO SPHLT, MTCHING TO EISTING. legend EISTING SPHLT TO E REMOVED ROD RECONSTRUCTION TOPSOIL ND HYDROSEED SW-CUT LINE / LIMITS CONSTRUCTION JC JC JC y P L N KP PLESNT VLLEY RD 370 PLESNT VLLEY RD P L N KP PLESNT VLLEY RD P L N KP3887 R-9 SIGN c/w POST ND SE ESTLISH NEW PEDESTRIN CROSS-WLKS ND STOP R WITH PINTED PVEMENT MRKINGS MTCH EISTING 3803 PLESNT VLLEY RD 3803 PLESNT VLLEY RD L O T 3705 PLESNT VLLEY RD P L N KP3887 P L N KP824 L O T L O T L O T L O T 3705 PLESNT VLLEY RD P L N KP3887 P L N KP824 L O T L O T P L N KP PLESNT VLLEY RD P L N KP PLESNT VLLEY RD L O T P L N VE P L N 9465 L O T 3902 PLESNT VLLEY RD P L N VE P L N 9465 L O T SPHLT CUR TO E REMOVED LIMITS SPHLT REMOVL REMOVE ROKEN SECTION CONCRETE SIDEWLK REMOVLS LIMITS SCLE: :500 MTCH EISTING MTCH EISTING CUR ND GUTTER ESTLISH NEW STOP R WITH PINTED PVEMENT MRKINGS TRNSITION FROM CUR ND GUTTER TO SPHLT, MTCHING TO EISTING. MTCH EISTING CONSTRUCTION LIMITS SCLE: :500 : JC JC M MTCH EISTING CUR, GUTTER, ND SIDEWLK ESTLISH NEW STOP R WITH PINTED PVEMENT MRKINGS R-9 SIGN c/w POST ND SE ESTLISH NEW PEDESTRIN CROSS-WLKS ND STOP R WITH PINTED PVEMENT MRKINGS SNITRY REPIR m SCLE: :500 CITY VERNON 682 ROD WORKS - LIMITS 2 FROM ST: +000 TO ST: +300 Drawing No. C PLESNT VLLEY RD P L N 9465 LS 3906 PLESNT VLLEY RD P L N KS 085 P L N 3905 PLES 3903 PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N KS 085

4 LYOUT: C0 PLOTTED: :53 PM IMGES: R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-pln-c00.dwg LS LS STREET 392 PLESNT VLLEY RD 4004 PLESNT VLLEY RD 4006 PLESNT VLLEY RD 4008 PLESNT VLLEY RD P L N PLESNT VLLEY RD 3906 PLESNT VLLEY RD P L N 2573 P L N PLESNT VLLEY P L N KS PLESNT VLLEY RD 4006 PLESNT VLLEY RD 4008 PLESNT VLLEY RD 400 PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N L O T P L N 309 P L N PLESNT VLLEY RD P L N 2573 P L N 2573 P L N KS 085 L O T L O T P L N 2024 L O T L O T L O T STREET 392 PLESNT VLLEY RD P L N PLESNT VLLEY RD 3906 PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N KS 03 L O T P L N 309 P L N PLESNT VLLEY RD P L N KS 085 P L N L O T L O T P L N 2024 L O T P L N 9465 L O T 3900 PLESNT VLLEY RD VE P L N 2749 P L N KS 025 L O T 3902 PLESNT VLLEY RD P L N PLESNT VLLEY RD 4003 PLESNT VLLEY RD P L N 2749 L O T P L N PLESNT VLLEY RD L O T 3909 PLESNT VLLEY RD P L N 935 P L N 9465 P L N PLESNT VLLEY RD P L N PLESNT VLLEY RD 3900 PLESNT VLLEY RD P L N KS 025 L O T VE P L N 9465 L O T P L N PLESNT VLLEY RD P L N KP PLESNT VLLEY RD 396 P L N L O T P L N 9465 P L N 935 L O T 3909 PLESNT VLLEY RD P L N PLESNT VLLEY RD L O T P L N 9465 P L N PLESNT VLLEY RD 3905 PLESNT VLLEY RD 3907 PLESNT VLLEY RD 400 PLESNT VLLEY RD P L N KP PLESNT VLLEY RD L O T 9 P L N ST JC JC M SPHLT CUR TO E REMOVED LIMITS SPHLT REMOVL EISTING RETINING TO E REMOVED EISTING TREES TO E REMOVED EISTING RETINING TO E REMOVED EISTING TREES TO E REMOVED REMOVLS LIMITS SCLE: :500 STREET LIGHTS ND CONDUCT SEE DRWING E FOR DETILS MTCH EISTING CUR, GUTTER ND SIDEWLK ESTLISH NEW PEDESTRIN CROSS-WLKS ND STOP R WITH PINTED PVEMENT MRKINGS MTCH EISTING MTCH EISTING TRNSITION FROM CUR ND GUTTER TO SPHLT, MTCHING TO EISTING. TRNSITION FROM CUR ND GUTTER TO SPHLT, MTCHING TO EISTING. ESTLISH NEW STOP R WITH PINTED PVEMENT MRKINGS C HYDRO TO REMOVE ND REPLCE EISTING POLE (CONTRCTOR TO COORDINTE WOKRS WITH C HYDRO) ESTLISH NEW PEDESTRIN CROSS-WLKS ND STOP R WITH PINTED PVEMENT MRKINGS MTCH EISTING CUR, GUTTER ND SIDEWLK RETINING WLL RETINING WLL C HYDRO TO REMOVE ND REPLCE EISTING POLE ND INSTLL SIDEWLK GUY (CONTRCTOR TO COORDINTE WOKRS WITH C HYDRO) CONSTRUCTION LIMITS SCLE: :500 legend : JC JC JC y EISTING SPHLT TO E REMOVED ROD RECONSTRUCTION TOPSOIL ND HYDROSEED SW-CUT LINE / LIMITS CONSTRUCTION m SCLE: :500 CITY VERNON 682 ROD WORKS - LIMITS 3 FROM ST: +300 TO ST: +540 Drawing No. C0

5 LYOUT: C02 PLOTTED: :53 PM IMGES: R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-pln-c00.dwg 400 PLESNT VLLEY RD 402 PLESNT VLLEY RD 400 PLESNT VLLEY RD 402 PLESNT VLLEY RD 404 PLESNT VLLEY RD 406 PLESNT VLLEY RD 404 PLESNT VLLEY RD P L N 2024 L O T P L N 2024 L O T P L N 2024 P L N 2024 P L N 2024 P L N 2024 P L N 2024 P L N 2024 L O T 9 L O T ST P L N L O T VE P L N L O T 0 L O T P L N P L N VE VE VE P L N VE P L N L O T VE VE P L N L O T P L N P L N P L N P L N VE P L N ST VE VE P L N L O T VE L O T 6 P L N VE P L N VE L O T 405 PLESNT VLLEY RD P L N L O T 408 PLESNT VLLEY RD P L N 2024 L O T PLESNT VLLEY RD P L N 2899 L O T P L N VE P L N L O T VE P L N VE L O T L O T 405 PLESNT VLLEY RD P L N PLESNT VLLEY RD LIMITS SPHLT REMOVL 408 PLESNT VLLEY RD P L N 2024 L O T 5 SPHLT CUR TO E REMOVED REMOVE SPHLT RMP REMOVLS LIMITS SCLE: :500 MTCH EISTING TRNSITION FROM CUR ND GUTTER TO SPHLT, MTCHING TO EISTING. ESTLISH NEW PEDESTRIN CROSS-WLKS ND STOP R WITH PINTED PVEMENT MRKINGS MTCH EISTING MTCH TO EISTING CUR ND GUTTER, ND SIDEWLK MTCH EISTING CONSTRUCTION LIMITS SCLE: :500 legend EISTING SPHLT TO E REMOVED ROD RECONSTRUCTION TOPSOIL ND HYDROSEED SW-CUT LINE / LIMITS CONSTRUCTION JC JC JC y 402 PLESNT VLLEY RD L O T P L N PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N 2899 : JC JC M 407 PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N PLESNT VLLEY RD 4 PLESNT VLLEY RD P L N P L N PLESNT VLLEY RD 43 PLESNT VLLEY RD P L N P L N L O T 45 PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N L O T m SCLE: :500 CITY VERNON 682 ROD WORKS - LIMITS 4 FROM ST: +540 TO ST: +750 Drawing No. C02 47 PLESNT VLLEY RD P L N 380 L O T 47 PLESNT VL P L N 380 L O T

6 SNT VLLEY RD P L N KS PLESNT VLLEY RD SW CUT ND MTCH EISTING L O T P L N KS PLESNT VLLEY RD P L N KS PLESNT VLLEY RD RESTORE DRIVEWY, SEE NOTE 2. (TYP).5 SHLD 3.3 LNE P L N KS PLESNT VLLEY RD C500 L O T P L N KS344 WHITE LINE 3704 PLESNT VLLEY RD YELLOW LINE WHITE LINE C20 MTCH LINE: +50. LL PEDESTRIN CROSSWLK PVEMENT MRKINGS SHLL E PINTED. 2. RESTORE LL DRIVEWYS FROM EHIND CUR ND/OR SIDEWLK, MIMUM 7.5m FOR RESIDENTIL LETDOWNS, S NECESSRY TO TIE IN TO EISTING WITH THE FOLLOWING STRUCTURE: -50mm SPHLT -00mm SE (25mm MINUS SE CRUSH) 3. ROD PINT LINES TO E ESTLISH FROM FSETTING THE CENTRELINE LIGNMENT. 4. DISTURED OULEVRDS SHLL E REINSTTED TO EISTING CONDITIONS OR ETTER. 5. TENSR 00 GEOGRID OR EQUIVLENT FROM 39 VENUE TO 60m NORTH 9 STREET, ETENDING OUTSIDE PVED ND CONCRETE SURFCES Y 500mm EST SIDE ND 000mm WEST SIDE RODWY. 3.8% 2.4% 2.0%.4%.0% 3.3 LNE 0.4% 0.0% 0.6%.0%.6% 2.0% 2.6% DYLIGHT LIMITS 2.5% STTION RNGE LEFT RIGHT 360 PLESNT VLLEY RD P L N KP774 L O T CUR RETURN R=7.5m TIE EISTING SIDEWLK TO LETDOWN CUR 3603 PLESNT VLLEY RD P L N KP3336 RESTORE TO ORIGINL 4.2% 0.9% 0.8% 2.% CUR RETURN R=7.5m R-9 SIGN c/w POST ND SE TIE EISTING SIDEWLK TO LETDOWN CUR 370 PLESNT VLLEY RD P L N KP IKE C PLESNT VLLEY RD P L N KP3887 L O T NEW SECTION SIDEWLK. MTCH EISTING SIDEWLK ND EISTING GRDE GRDE SLOPE FROM EISTING SIDEWLK TO CK CUR FROM 37 VE TO 39 VE 380 PLESNT VLLEY RD P L N KP TO :± 2: +200 TO : 2: SW CUT ND MTCH EISTING HORIZONTL GEOMETRY L=29.9 L= OrthoDEMContour_Index.dwg IMGES: _203_0cm.ecw R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-road-c200.dwg PLESNT VLLEY ROD ND 37 VE INTERSECTION GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) TRNSITION RIGHT LNE FROM (CROSSFLL) TO - (CROWN) TRNSITION RTE =.0%/0m / EISTING m SCLE: :250 SCLE: :25 LYOUT: C200 PLOTTED: :54 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M ROD WORKS - ROD GRDES FROM ST: +000 TO ST: +50 CITY VERNON Drawing No. C200

7 C200 L O T P L N KS TH VENUE CUR RETURN R=7.0m 4.5%.2% 2.7% 4.7% 2.3% 2.9% 3.% 5.6% SW CUT ND MTCH EISTING TIE TO EISTING CUR, GUTTER, ND SIDEWLK 5.7% CUR RETURN R=9.0m L O T P L N KS % 4.6% 2.3% 3900 PLESNT VLLEY RD WHITE LINE LNE.5 SW.5 SHLD TURN LNE 3.5 LNE 3.5 IKE P L N PLESNT VLLEY RD WHITE RROW E E E E E RESTORE DRIVEWY, SEE NOTE 2. (TYP) P L N KS PLESNT VLLEY RD E E WHITE LINE YELLOW LINE WHITE LINE PEDESTRIN CROSSING SIGNL SEE DRWING E MTCH LINE: +300 C202. LL PEDESTRIN CROSSWLK PVEMENT MRKINGS SHLL E PINTED. 2. RESTORE LL DRIVEWYS FROM EHIND CUR ND/OR SIDEWLK, MIMUM 7.5m FOR RESIDENTIL LETDOWNS, S NECESSRY TO TIE IN TO EISTING WITH THE FOLLOWING STRUCTURE: -50mm SPHLT -00mm SE (25mm MINUS SE CRUSH) 3. ROD PINT LINES TO E ESTLISH FROM FSETTING THE CENTRELINE LIGNMENT. 4. DISTURED OULEVRDS SHLL E REINSTTED TO EISTING CONDITIONS OR ETTER. 5. TENSR 00 GEOGRID OR EQUIVLENT FROM 39 VENUE TO 60m NORTH 9 STREET, ETENDING OUTSIDE PVED ND CONCRETE SURFCES Y 500mm EST SIDE ND 000mm WEST SIDE RODWY. DYLIGHT LIMITS STTION RNGE LEFT RIGHT +025 TO :± 2: +200 TO : 2: MTCH LINE: % CUR RETURN R=7.5m VE P L N 9465 R-9 SIGN c/w POST ND SE L O T GEOGRID SEE NOTE 5, THIS SHEET TRNSITIONED LNE WIDTH OVER 0.0m EFORE CURVE. (3.5m LNES THROUGH CURVE, 3.3m LNES ELSEWHERE) LS 3.8% 9.2m.6m 3803 PLESNT VLLEY RD P L N KP824 L O T GRDE SLOPE FROM EISTING SIDEWLK TO CK CUR FROM 37 VE TO 39 VE CUR RETURN R=0.5m TIE EISTING SIDEWLK TO LETDOWN CUR SW CUT ND MTCH EISTING RETINING WLL. REFER TO DETIL, DRWING C PLESNT VLLEY RD P L N 9465 INFILL CK CUR TO SIDEWLK WITH STMPED CONCRETE..35m PEDESTRIN CROSSING SIGNL SEE DRWING E OrthoDEMContour_Index.dwg IMGES: _203_0cm.ecw R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-road-c200.dwg HORIZONTL GEOMETRY L=27.4 L=56.62 PLESNT VLLEY ROD ND 39 VE INTERSECTION GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) C: L=39.9m, T=20.05m R=75.00m, CHORD=38.74m Δ=29 56'2" EC: VCS: VCE: L= m VC PVI ST = PVI ELEV = LOW PT =???.D. = K = 5.0 PLESNT VLLEY ROD ND 20 STREET INTERSECTION LOCK-LOCK WLL ONE COURSE HIGH. TOP WLL / EISTING m SCLE: :250 SCLE: :25 LYOUT: C20 PLOTTED: :54 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M ROD WORKS - ROD GRDES FROM ST: +50 TO ST: +300 CITY VERNON Drawing No. C20

8 3.8% REFER TO DWG. C205 FOR CUR RETURN GRDES.8%.0% REFER TO DWG. C205 FOR CUR RETURN GRDES L O T P L N PLESNT VLLEY RD.5 SHLD C500 P L N PLESNT VLLEY RD P L N PLESNT VLLEY RD WHITE LINE YELLOW LINE WHITE LINE P L N PLESNT VLLEY RD REFER TO DWG. C205 FOR CUR RETURN GRDES 5.8% 3.% 0.3% CONTRCTOR TO COORDINTE REPLCEMENT POLE WITH C HYDRO REFER TO DWG. C205 FOR CUR RETURN GRDES L O T P L N KS STREET C203 MTCH LINE: LL PEDESTRIN CROSSWLK PVEMENT MRKINGS SHLL E PINTED. 2. RESTORE LL DRIVEWYS FROM EHIND CUR ND/OR SIDEWLK, MIMUM 7.5m FOR RESIDENTIL LETDOWNS, S NECESSRY TO TIE IN TO EISTING WITH THE FOLLOWING STRUCTURE: -50mm SPHLT -00mm SE (25mm MINUS SE CRUSH) 3. ROD PINT LINES TO E ESTLISH FROM FSETTING THE CENTRELINE LIGNMENT. 4. DISTURED OULEVRDS SHLL E REINSTTED TO EISTING CONDITIONS OR ETTER. 5. TENSR 00 GEOGRID OR EQUIVLENT FROM 39 VENUE TO 60m NORTH 9 STREET, ETENDING OUTSIDE PVED ND CONCRETE SURFCES Y 500mm EST SIDE ND 000mm WEST SIDE RODWY. 3.3 LNE DYLIGHT LIMITS 3.3 LNE STTION RNGE LEFT RIGHT 9.0m 9.0m +025 TO :± 2: Y RD MTCH LINE: +300 C20 LS 3905 PLESNT VLLEY RD P L N SW.5 IKE RESTORE DRIVEWY, SEE NOTE 2 (TYP.) C PLESNT VLLEY RD P L N 935 L O T 3909 PLESNT VLLEY RD P L N 935 GEOGRID SEE NOTE 5, THIS SHEET.5m S/W RETINING WLL. REFER TO DETIL, DRWING C500.8m S/W 400 PLESNT VLLEY RD P L N 934.5m S/W INFILL CK CUR TO SIDEWLK WITH STMPED CONCRETE. R-9 SIGN c/w POST ND SE 4003 PLESNT VLLEY RD P L N 2749 L O T +200 TO : 2: RETINING WLL. REFER TO DETIL, DRWING C500 R-9 SIGN c/w POST ND SE CONTRCTOR TO COORDINTE REPLCEMENT POLE ND NEW SIDEWLK GUY WITH C HYDRO HORIZONTL GEOMETRY L=96.2 OrthoDEMContour_Index.dwg IMGES: _203_0cm.ecw R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-road-c200.dwg TOW: m VC PVI ST = PVI ELEV = LOW PT =???.D. = K = 5.0 PLESNT VLLEY ROD ND 20 STREET INTERSECTION TOW: TOW: 48.8 EVCS: +3.2 EVCE: LOCK-LOCK WLL ONE COURSE HIGH. TOP WLL VCS: VCE: m VC PVI ST = PVI ELEV = LOW PT = D. = 0.02 K = 0.00 GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) EVCS: EVCE: VCS: VCE: PLESNT VLLEY ROD ND 9 STREET INTERSECTION 55.00m VC PVI ST = PVI ELEV = LOW PT = D. = 0.04 K = 2.50 EVCS: EVCE: / EISTING m SCLE: :250 SCLE: :25 LYOUT: C202 PLOTTED: :54 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M ROD WORKS - ROD GRDES FROM ST: +300 TO ST: +450 CITY VERNON Drawing No. C202

9 LYOUT: C203 PLOTTED: :54 PM OrthoDEMContour_Index.dwg IMGES: _203_0cm.ecw R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-road-c200.dwg 4004 PLESNT VLLEY RD 4008 PLESNT VLLEY RD 400 PLESNT VLLEY RD 402 PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N KS 03 P L N 2573 L O T STREET L O T P L N 309 L O T L O T P L N 2024 P L N 2024 P L N KP 3444 L O T PLESNT VLLEY RD VE P L N L O T VE P L N L O T P L N 2749 P L N PLESNT VLLEY RD L O T ST HORIZONTL GEOMETRY / EISTING VCS: VCE: L=96.2 L=2.70 L=45.66 PVI ST = PVI ELEV = D. = -4.5% K = 3.25 EVCS: EVCE: VCS: VCE: m VC PVI ST = PVI ELEV = LOW PT = D. = 0.02 K = 4.29 EVCS: EVCE: m VC y JC JC M ROD WORKS - ROD GRDES FROM ST: +450 TO ST: +600 Drawing No. C203 8 GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) 20 25m SCLE: : JC ( SYMOLS SHOWN DRK/SOLID) - PIPE INVERT - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN FM - JUNCTION O - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - SERVICE O - HU - CEDR SHRU - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL - WTER MNHOLE - WTER VLVE - CUR STOP H::250 V::25 CITY VERNON 682 MTCH LINE: +600 C204. LL PEDESTRIN CROSSWLK PVEMENT MRKINGS SHLL E PINTED. 2. RESTORE LL DRIVEWYS FROM EHIND CUR ND/OR SIDEWLK, MIMUM 7.5m FOR RESIDENTIL LETDOWNS, S NECESSRY TO TIE IN TO EISTING WITH THE FOLLOWING STRUCTURE: -50mm SPHLT -00mm SE (25mm MINUS SE CRUSH) 3. ROD PINT LINES TO E ESTLISH FROM FSETTING THE CENTRELINE LIGNMENT. 4. DISTURED OULEVRDS SHLL E REINSTTED TO EISTING CONDITIONS OR ETTER. 5. TENSR 00 GEOGRID OR EQUIVLENT FROM 39 VENUE TO 60m NORTH 9 STREET, ETENDING OUTSIDE PVED ND CONCRETE SURFCES Y 500mm EST SIDE ND 000mm WEST SIDE RODWY. DYLIGHT LIMITS STTION RNGE LEFT RIGHT +025 TO :± 2: +200 TO : 2: SCLE: :25.5 SW.5 IKE 3.3 LNE 3.3 LNE MTCH LINE: SHLD C202 WHITE LINE YELLOW LINE WHITE LINE GEOGRID SEE NOTE 5, THIS SHEET RESTORE DRIVEWY, SEE NOTE 2. (TYP) EISTING HEDGES EISTING OLLRD JC JC

10 LYOUT: C204 PLOTTED: :55 PM OrthoDEMContour_Index.dwg IMGES: _203_0cm.ecw R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-road-c200.dwg HORIZONTL GEOMETRY / EISTING VCS: VCE: L=45.66 PVI ST = PVI ELEV = D. = -.50% K = 6.67 EVCS: EVCE: m VC C: L=8.28m, T=40.89m R=300.00m, CHORD=8.03m Δ=5 3'25" EC: L= m SCLE: : JC y JC JC M ROD WORKS - ROD GRDES FROM ST: +600 TO ST: +750 Drawing No. C204 9 ( SYMOLS SHOWN DRK/SOLID) - PIPE INVERT - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN FM - JUNCTION O - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - SERVICE O - HU - CEDR SHRU - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL - WTER MNHOLE - WTER VLVE - CUR STOP H::250 V::25 CITY VERNON 682 P L N L O T 5 P L N VE L O T VE P L N VE L O T VE P L N P L N VE P L N P L N L O T VE 405 PLESNT VLLEY RD L O T P L N VE 2.5% 406 PLESNT VLLEY RD 2.9% P L N 2024 MTCH LINE: +600 P L N 2024 L O T PLESNT VLLEY RD 404 PLESNT VLLEY RD 402 PLESNT VLLEY RD P L N 2024 L O T P L N 2899 C203. LL PEDESTRIN CROSSWLK PVEMENT MRKINGS SHLL E PINTED. 2. RESTORE LL DRIVEWYS FROM EHIND CUR ND/OR SIDEWLK, MIMUM 7.5m FOR RESIDENTIL LETDOWNS, S NECESSRY TO TIE IN TO EISTING WITH THE FOLLOWING STRUCTURE: -50mm SPHLT -00mm SE (25mm MINUS SE CRUSH) 3. ROD PINT LINES TO E ESTLISH FROM FSETTING THE CENTRELINE LIGNMENT. 4. DISTURED OULEVRDS SHLL E REINSTTED TO EISTING CONDITIONS OR ETTER. 5. TENSR 00 GEOGRID OR EQUIVLENT FROM 39 VENUE TO 60m NORTH 9 STREET, ETENDING OUTSIDE PVED ND CONCRETE SURFCES Y 500mm EST SIDE ND 000mm WEST SIDE RODWY. DYLIGHT LIMITS STTION RNGE LEFT RIGHT +025 TO :± 2: +200 TO : 2: SCLE: :25.5 SW.5 IKE.5 SW.5 IKE 3.5 LNE 3.5 LNE 3.3 LNE 3.3 LNE.5 SHLD WHITE LINE YELLOW LINE WHITE LINE CUR RETURN R=7.5m SW CUT ND MTCH EISTING TIE WHITE LINE TO EISTING PLESNT VLLEY ROD ND 4 VE INTERSECTION.5 SHLD SW CUT ND MTCH EISTING GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) TRNSITION GUTTER LINE TO MTCH EISTING CUR MTCH EISTING SIDEWLK JC JC (3.5m LNES THROUGH CURVE, TRNSITION LNE WIDTH OVER 0.0m EFORE CURVE. 3.3m LNES ELSEWHERE) C500 C LNE 3.3 LNE SHLD IKE R=00m R=00m C500 C

11 L O T STREET P L N KS 03 MTCH EISTING CUR RETURN R=4.0m EISTING UTILITY POLE 0.3% 3.% 400 PLESNT VLLEY RD P L N 934 P L N L O T 390 PLESNT V MTCH EISTING CUR RETURN R=5.0m LS LL PEDESTRIN CROSSWLK PVEMENT MRKINGS SHLL E PINTED. 2. RESTORE LL DRIVEWYS FROM EHIND CUR ND/OR SIDEWLK, MIMUM 7.5m FOR RESIDENTIL LETDOWNS, S NECESSRY TO TIE IN TO EISTING WITH THE FOLLOWING STRUCTURE: -50mm SPHLT -00mm SE (25mm MINUS SE CRUSH) 3. ROD PINT LINES TO E ESTLISH FROM FSETTING THE CENTRELINE LIGNMENT. 4. DISTURED OULEVRDS SHLL E REINSTTED TO EISTING CONDITIONS OR ETTER. 5. TENSR 00 GEOGRID OR EQUIVLENT FROM 39 VENUE TO 60m NORTH 9 STREET, ETENDING OUTSIDE PVED ND CONCRETE SURFCES Y 500mm EST SIDE ND 000mm WEST SIDE RODWY. DYLIGHT LIMITS 5.8% STTION RNGE LEFT RIGHT.0%.8% +025 TO :± 2: +200 TO : 2: CUR RETURN R=7.5m 396 PLESNT VLLEY RD P L N SHLD 3.3 LNE 3.3 LNE.5 IKE.4% CUR RETURN R=7.5m.5 3.8% SHLD 3.5 LNE 3.3 LNE.5 IKE LS 3903 PLESNT VLLEY RD P L N 9465 HORIZONTL GEOMETRY HORIZONTL GEOMETRY PLESNT VLLEY ROD ND 9 ST INTERSECTION 47 PLESNT VLLEY ROD ND 20 ST INTERSECTION OrthoDEMContour_Index.dwg IMGES: _203_0cm.ecw R-9.jpg FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-road-c200.dwg GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) / EISTING / EISTING m SCLE: :250 SCLE: :25 LYOUT: C205 PLOTTED: :55 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M ROD WORKS - ROD GRDES 9 STREET ND 20 STREET CITY VERNON Drawing No. C205

12 WRPPED JOINTS (TYP.) MIDDLE PIPE LENGTHS LOCTED T CROSSING REMOVE ND REPLCE EISTING SNITRY MH WITH NEW 050mm MH L O T P L N KS PLESNT VLLEY RD E 200mm CI WT E 200mm PVC SN 250mm PVC STM CONFIRM LOCTION TIE TO EISTING 200mm SNITRY E O/H UTILITIES. THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, VERNON FIRE DEPRTMENT, ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH FFECTED WTER USERS, THE ENGINEER, GVW, ND THE CITY VERNON. 2. WRP LL WTERMIN JOINTS WHERE 3.0m HORIZONTL ND/OR 0.45m VERTICL SEPRTION IS NOT CHIEVED WITH CNUS JOINTWRP TM. JOINTS MUST E WRPPED WHEN:. WTERMIN CROSSES ELOW NY SNITRY OR STORM MIN. 2. WTERMIN CROSSES OVE NY SNITRY OR STORM MIN LESS THN 0.45m (VERTICL) 3. WTERMIN LESS THN 3.0m (HORIZONTL) CLER FROM NY SNITRY OR STORM MIN. NOTE: LL JOINTS TO E WRPPED MIN. 3.0m EITHER SIDE CROSSING POINT WITH CNUS JOINTWRP TM (OR PPROVED EQUL) WTERMIN CROSSING DETIL - SCLE: N.T.S HOT TP NEW 50mm PVC WTERMIN TO EISTING 200mm CI WTERMIN c/w 50mm HxF - G.V. ND THRUST LOCK CUT ND CP EISTING 00mm WTERMIN T EISTING 200mm WTERMIN c/w THRUST LOCK CONFIRM LOCTION TIE TO EISTING 200mm SNITRY E 200mm CI WT 4.4m E 200mm VCT SN E 375mm C STM SN099 P L N KP PLESNT VLLEY RD 50H x 50H END c/w THRUST LOCK 50mm 5 SWEEP CP EISTING 200mm PVC SN 375mm PVC STM 3.0m 2.9m 50mm PVC WT E 200mm SN E 375mm C STM E 00mm CI WT INSTLL TEMPORRY CP ND LOW-F ON EISTING WTERMIN CONFIRM LOCTION 50x00 HxH c/w THRUST LOCK TIE TO EISTING 00mm WTERMIN REMOVE ND DELIVER TO CITY YRDS EISTING FIRE HYDRNT ND VLVE. INSTLL: 50H x 50H x 50H - TEE 2-50 HxH - G.V. c/w THRUST OCK 50mm PVC WTERMIN NEW FIRE HYDRNT REMOVE ND DELIVER TO CITY YRDS EISTING VLVE. 3. RESTORE LL DISTURED OULEVRDS TO EISTING CONDITION. 4. LL EISTING WTERMINS TO E NDONED ND CPPED NER TIE-INS. LL EISTING GTE VLVES ND CUR STOPS TO E NDONED, SHLL HVE O ND RISER REMOVED, VLVE CLOSED ND URIED. 5. LL METLLIC PPURTENNCES TO E WRPPED WITH PETROLTUM W TPE (DENSO PSTE ND TPE), UNLESS EPOY COTED. 6. FOR WTERMIN CROSSING DETIL, REFER TO DRWING C FOR RESTRINED LENGTHS T WTER FITTINGS REFER TO TLE ON DRWING C EISTING GROUND T CENTRELINE LIGNMENT (CROWN) IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-wat-c300.dwg E. 200mmØ NE INV. IN = E. REMOVE 200mmØ E INV. IN = 42.3 PROP 200mmØ E INV. IN = 42.3 E. REMOVE 200mmØ SW INV. OUT= PROP 200mmØ SW INV. OUT= mmØ MH 43 VCS: VCE: m VC PVI ST = PVI ELEV = LOW PT = D. = 0.06 K = 2.4 ST: INV: VERTICL DEFLECTION EVCS: EVCE: m - 50mm PVC 9.4% 2.4m - 200mmØ PVC 6.5% E 375mm C STM E 00mm CI WT E 200mm PVC SN ST: INV: REDUCER TIE TO EISTING ST: INV: TIE TO EISTING EISTING 200mm CI WT ST: INV: HOT TP 0.46m E SN MH 0.45m E STM MH 4.4m - 50mm PVC 4.4% ST: INV: END 5 SWEEP 20 25m SCLE: :250 SCLE: :25 LYOUT: C300 PLOTTED: :56 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M FROM ST: TO ST: CITY VERNON 682 Drawing No. C300

13 HOT TP NEW 50mm PVC WTERMIN TO EISTING 200mm CI WTERMIN c/w 50mm HxF - G.V. ND THRUST LOCK P L N KS6837 CUP ND CP EISTING 00mm WTERMIN T EISTING 200mm WTERMIN c/w THRUST LOCK 3602 PLESNT VLLEY RD CONFIRM LOCTION TIE TO EISTING 200mm SNITRY L O T P L N KS PLESNT VLLEY RD REMOVE ND REPLCE EISTING SNITRY MH WITH NEW 050mm MH P L N KS PLESNT VLLEY RD P L N KS PLESNT VLLEY RD L O T P L N KS PLESNT VLLEY RD. THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, VERNON FIRE DEPRTMENT, ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH FFECTED WTER USERS, THE ENGINEER, GVW, ND THE CITY VERNON. E 60mm GS E 200mm CI WT E 200mm VCT SN E 375mm STM 200mm PVC SN 50mm PVC WT SN E O/H UTILITIES E 60mm GS E 200mm CI WT E 200mm PVC SN 250mm PVC STM E SN WRP LL WTERMIN JOINTS WHERE 3.0m HORIZONTL ND/OR 0.45m VERTICL SEPRTION IS NOT CHIEVED WITH CNUS JOINTWRP TM. 3. RESTORE LL DISTURED OULEVRDS TO EISTING CONDITION. 4. LL EISTING WTERMINS TO E NDONED ND CPPED NER TIE-INS. LL EISTING GTE VLVES ND CUR STOPS TO E NDONED, SHLL HVE O ND RISER REMOVED, VLVE CLOSED ND URIED. 375mm PVC STM 200mm PVC SN 5. LL METLLIC PPURTENNCES TO E WRPPED WITH PETROLTUM W TPE (DENSO PSTE ND TPE), UNLESS EPOY COTED. 360 PLESNT VLLEY RD P L N KP774 L O T 3603 PLESNT VLLEY RD P L N KP PLESNT VLLEY RD P L N KP PLESNT VLLEY RD P L N KP3887 L O T 380 PLESNT VLLEY RD P L N KP FOR WTERMIN CROSSING DETIL, REFER TO DRWING C FOR RESTRINED LENGTHS T WTER FITTINGS REFER TO TLE ON DRWING C300. E 375mm C STM E 00mm CI WT E O/H UTILITIES GROUND T CENTRELINE LIGNMENT (CROWN) 46 EISTING GROUND T CENTRELINE LIGNMENT (CROWN) 46 IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-wat-c300.dwg mm STM E 200mm CI WT 67.4m - 200mm VCT 2.0% 375mm PVC STM ST: INV: TIE TO EISTING SN 0.4m - 200mmØ PVC 2.0% E STM MH REMOVE STM MH 250mm PVC STM STM MH E. 200mmØ NE INV. IN = E. REMOVE 200mmØ E INV. IN = 42.3 PROP 200mmØ E INV. IN = 42.3 E. REMOVE 200mmØ SW INV. OUT= PROP 200mmØ SW INV. OUT= mmØ MH 89.7m - 200mm PVC 2.0% mm PVC STM STM MH 200mmØ SW INV. OUT= 44. E 200mm CI WT m SCLE: :250 SCLE: :25 LYOUT: C30 PLOTTED: :56 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M PV WTER ND SNITRY - PLN ND PRILE FROM ST: +000 TO ST: +50 CITY VERNON Drawing No. C30

14 LLEY RD E 200mm PVC SN 250mm PVC STM P L N KS PLESNT VLLEY RD E SN002 P L N KS TH VENUE SN00 E 200mm CI WT mm PVC SN E 200mm CONC SN (TO E NDONED) E O/H UTILITIES REMOVE ND REPLCE EISTING MH WITH NEW 200mm MH c/w INSIDE DROP, S PER CITY VERNON STNDRD DETIL S4 E 200mm WT E 200mm CONC. SN SN0 E 300mm TRNS WT E 450mm CONC. STM E 200mm CI WT E 60mm GS L O T P L N KS PLESNT VLLEY RD P L N PLESNT VLLEY RD E E. THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, VERNON FIRE DEPRTMENT, ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH FFECTED WTER USERS, THE ENGINEER, GVW, ND THE CITY VERNON. 2. WRP LL WTERMIN JOINTS WHERE 3.0m HORIZONTL ND/OR 0.45m VERTICL SEPRTION IS NOT CHIEVED WITH CNUS JOINTWRP TM. 3. RESTORE LL DISTURED OULEVRDS TO EISTING CONDITION PLESNT VLLEY RD P L N KP3887 L O T ETEND EISTING SNITRY SERVICE, MINIMUM 2.0%, TO NEW MH 380 PLESNT VLLEY RD P L N KP PLESNT VLLEY RD P L N KP824 L O T E O/H UTILITIES VE P L N 9465 L O T 4. LL EISTING WTERMINS TO E NDONED ND CPPED NER TIE-INS. LL EISTING GTE VLVES ND CUR STOPS TO E NDONED, SHLL HVE O ND RISER REMOVED, VLVE CLOSED ND URIED. 5. LL METLLIC PPURTENNCES TO E WRPPED WITH PETROLTUM W TPE (DENSO PSTE ND TPE), UNLESS EPOY COTED. 6. FOR WTERMIN CROSSING DETIL, REFER TO DRWING C300. E 200mm WT E 200mm CONC. SN E 375mm CONC. STM E 300mm TRNS WT E 60mm GS 7. FOR RESTRINED LENGTHS T WTER FITTINGS REFER TO TLE ON DRWING C IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-wat-c300.dwg mm PVC STM STM MH E 200mm PVC 2.0% 200mmØ SW INV. OUT= mmØ MH 00mmØ SE INV. IN = mmØ NE INV. OUT= E 200mm CI WT GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) 45.5m - 200mm CONC. 0.4% (TO E NDONED) 45.3m - 200mmØ PVC 0.5% EISTING 300mm WTERMIN LOCTION PPROIMTE mmØ MH 200mmØ E INV. IN = mmØ SW INV. IN = mmØ W INV. OUT= STM MH E 200mm CI WT m SCLE: :250 SCLE: :25 LYOUT: C302 PLOTTED: :56 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M PV SNITRY - PLN ND PRILE FROM ST: +00 TO ST: +250 CITY VERNON Drawing No. C302

15 WT SERV WT SERV WT SERV WT SERV WT SERV GUTTER.5m F WT SERV WT SERV E E E P L N KS PLESNT VLLEY RD E E 2-200H x 200H END c/w THRUST LOCK TIE TO EITING ND CP EISTING 00mm WTERMIN CONFIRM LOCTION TIE TO EISTING TEE E 200mm C WT E 60mm GS REMOVE LID, UPPER RREL FRME ND COVER, ND FILL EISTING MH. PERMNENTLY CP/PLUG EISTING SNITRY FOR CONTINUTION SEE DRWING C306 E STM004 SN02 E 200mm C WT E 200mm SN E 200mm C STM REMOVE ND DELIVER TO CITY YRDS EISTING FIRE HYDRNT ND VLVE. INSTLL: 200H x 200H x 50H - TEE HxH - G.V. 50 HxH - G.V. c/w THRUST LOCKS 50 PVC WTERMIN NEW FIRE HYDRNT L O T P L N PLESNT VLLEY RD E O/H UTILITIES E 00mm TRNS WT E 60mm GS 200mm PVC WT P L N PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N PLESNT VLLEY RD C304 MTCH LINE: +40. THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, VERNON FIRE DEPRTMENT, ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH FFECTED WTER USERS, THE ENGINEER, GVW, ND THE CITY VERNON. 2. WRP LL WTERMIN JOINTS WHERE 3.0m HORIZONTL ND/OR 0.45m VERTICL SEPRTION IS NOT CHIEVED WITH CNUS JOINTWRP TM. E O/H UTILITIES LS 3903 PLESNT VLLEY RD P L N 9465 E 200mm SN (TO E NDONED) REMOVE LID, UPPER RREL FRME ND COVER, ND FILL EISTING MH. PERMNENTLY CP/PLUG EISTING SNITRY E 200mm SN (TO E NDONED) INSTLL NEW 9mm WTER SERVICE ND CONNECT TO EISTING WTER T PROPERTY LINE c/w NEW CUR STOP SSEMLY. WT SERV SN03 6.6m LS 3905 PLESNT VLLEY RD P L N 9465 E 200mm SN 3907 PLESNT VLLEY RD P L N 935 L O T INSTLL NEW 9mm WTER SERVICE ND CONNECT TO EISTING WTER T PROPERTY LINE c/w NEW CUR STOP SSEMLY. (TYP. LL SERVICES) SN PLESNT VLLEY RD P L N 935 PLESNT VLLEY RD 400 P L N RESTORE LL DISTURED OULEVRDS TO EISTING CONDITION. 4. LL EISTING WTERMINS TO E NDONED ND CPPED NER TIE-INS. LL EISTING GTE VLVES ND CUR STOPS TO E NDONED, SHLL HVE O ND RISER REMOVED, VLVE CLOSED ND URIED. 5. LL METLLIC PPURTENNCES TO E WRPPED WITH PETROLTUM W TPE (DENSO PSTE ND TPE), UNLESS EPOY COTED. 6. FOR WTERMIN CROSSING DETIL, REFER TO DRWING C FOR RESTRINED LENGTHS T WTER FITTINGS REFER TO TLE ON DRWING C IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-wat-c300.dwg m - 200mm PVC 0.2% E 200mm TRNS WT 200mmØ NE INV. IN = mmØ N INV. OUT= mmØ MH EISTING SNITRY TO E NDONED SNITRY CROSSING ST: INV: TIE INTO EISTING ST: INV: END ST: INV: END 9.m - 200mm PVC 2.4% ST: INV: TEE 7.m - 200mm PVC 2.6% GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) 52.0m - 200mm PVC 2.6% 63.8m - 200mm PVC 0.5% 33.0m - 200mm PVC E 50mm TRNS WT 050mmØ MH 200mmØ SW INV. OUT= 44.5 ST: INV: VERTICL DEFLECTION.6m m SCLE: :250 SCLE: :25 LYOUT: C303 PLOTTED: :57 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M PV WTERMIN - PLN ND PRILE FROM ST: +0 TO ST: +40 CITY VERNON Drawing No. C303

16 WT SERV 200mm PVC SN GUTTER.5m F WT SERV WT SERV WT SERV WT SERV WT SERV WT SERV WT SERV WT SERV P L N PLESNT VLLEY RD C303 MTCH LINE: +40 FOR CONTINUTION SEE DRWING C306 SN PLESNT VLLEY RD P L N 934 E 200mm SN SN06 E 250mm STM 4.9m L O T P L N KS STREET INSTLL NEW 38mm SERVICE 4003 PLESNT VLLEY RD P L N 2749 L O T 200H x 200H x 50H - TEE HxH - G.V. 50 HxH - G.V. c/w THRUST LOCKS 50 PVC WTERMIN NEW FIRE HYDRNT L O T P L N PLESNT VLLEY RD INSTLL NEW 9mm WTER SERVICE ND CONNECT TO EISTING WTER T PROPERTY LINE c/w NEW CUR STOP SSEMLY. (TYP. LL SERVICES) E O/H UTILITIES E 60mm GS E 00mm TRNS WT 200mm PVC WT 200mm PVC SN P L N PLESNT VLLEY RD SN PLESNT VLLEY RD P L N KP 3444 L O T P L N PLESNT VLLEY RD.5m FROM GUTTER LINE INSTLL NEW 25mm WTER SERVICE ND CONNECT TO EISTING WTER T PROPERTY LINE c/w NEW CUR STOP SSEMLY. L O T P L N PLESNT VLLEY RD 200H x 200H - 45 END ST P L N L O T 9 C305 MTCH LINE: +560 E E E E T T T E. THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, VERNON FIRE DEPRTMENT, ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH FFECTED WTER USERS, THE ENGINEER, GVW, ND THE CITY VERNON. 2. WRP LL WTERMIN JOINTS WHERE 3.0m HORIZONTL ND/OR 0.45m VERTICL SEPRTION IS NOT CHIEVED WITH CNUS JOINTWRP TM. 3. RESTORE LL DISTURED OULEVRDS TO EISTING CONDITION. 4. LL EISTING WTERMINS TO E NDONED ND CPPED NER TIE-INS. LL EISTING GTE VLVES ND CUR STOPS TO E NDONED, SHLL HVE O ND RISER REMOVED, VLVE CLOSED ND URIED. 5. LL METLLIC PPURTENNCES TO E WRPPED WITH PETROLTUM W TPE (DENSO PSTE ND TPE), UNLESS EPOY COTED. 6. FOR WTERMIN CROSSING DETIL, REFER TO DRWING C FOR RESTRINED LENGTHS T WTER FITTINGS REFER TO TLE ON DRWING C IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-wat-c300.dwg m - 200mm PVC 0.7% 0.58m 200mmØ NE INV. IN = mmØ NW INV. OUT= mmØ MH E 00mm TRNS WT ST: INV: VERTICL DEFLECTION GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) 84.6m - 200mmØ PVC 2.4%.6m 3.2m - 200mm PVC 3.% ST: INV: TEE 36.8m - 200mm PVC 3.% 52.0m - 200mm PVC 0.% mmØ MH 200mmØ SW INV. OUT= 45.4 ST: INV: VERTICL DEFLECTION E 00mm TRNS WT 2.m ST: INV: END m SCLE: :250 SCLE: :25 LYOUT: C304 PLOTTED: :57 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M PV WTER ND SNITRY - PLN ND PRILE FROM ST: +40 TO ST: +560 CITY VERNON Drawing No. C304

17 WT SERV 200mm PVC SN WT SERV WT SERV WT SERV 24 VLLEY RD ST P L N L O T 9 C304 MTCH LINE: +560 REMOVE ND REPLCE EISTING MH WITH NEW 050mm MH E E E E T T SN08 E U/G UTILITIES E 200mm STM E 250mm WT T E 60mm GS CP EISTING WTERMIN 2-200H x 200H - 45 END c/w THRUST LOCK E UNDERGROUND UTILITIES CROSSING (EPOSE PRIOR TO CONSTRUCTION) E U/G UTILITIES P L N PLESNT VLLEY RD T VE P L N L O T 0 REMOVE EISTING VLVE ND INSTLL: 200H x 200H x 200H - TEE HxH - G.V. 250 x 200 c/w THRUST LOCKS TIE IN EISTING 250mm WTERMIN INSTLL NEW 25mm WTER SERVICE ND CONNECT TO EISTING WTER T PROPERTY LINE c/w NEW CUR STOP SSEMLY. REPLCE EISTING 250mm SN ETWEEN E SN003 ND E SN004 WITH 250mm PVC SN VE P L N L O T P L N PLESNT VLLEY RD E O/H UTILITIES E 60mm GS E 00mm TRNS WT 200mm PVC SN E 375mm CONC STM E 300mm C STM PROVIDE TEMPORRY WTER TO RESIDENCES FROM ST: +560 TO ST: +700 INSTLL NEW 25mm WTER SERVICE ND CONNECT TO EISTING WTER T PROPERTY LINE c/w NEW CUR STOP SSEMLY VE P L N HxH - G.V. 50 HxH - G.V. 200H x 200H x 50H - TEE c/w THRUST LOCK RELOCTE EISTING FH 200mm PVC WT 3.0m VE P L N REMOVE ND REPLCE EISTING MH WITH NEW 050mm MH P L N PLESNT VLLEY RD VE P L N INSTLL NEW 9mm WTER SERVICE ND CONNECT TO EISTING WTER T PROPERTY LINE c/w NEW CUR STOP SSEMLY. SN09 200mm 5 SWEEP 3.0m WT SERV VE P L N L O T 5 L O T 5 P L N PLESNT VLLEY RD E O/H UTILITIES E 60mm GS VE P L N L O T 6 E 00mm TRNS WT 200mm PVC WT E 250mm C SN E SN009 E 525mm CONC. STM E 300mm C STM 2-200H x 200H END c/w THRUST LOCK CONFIRM LOCTION TIE IN REMOVE 00HxH 45 END, 200x00 REDUCE ND TIE TO EISTING 200mm G.V. INSTLL TEMPORRY CP ND LOW-F ON EISTING WTERMIN E SN VE P L N 4073 L O T. THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, VERNON FIRE DEPRTMENT, ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH FFECTED WTER USERS, THE ENGINEER, GVW, ND THE CITY VERNON. 2. WRP LL WTERMIN JOINTS WHERE 3.0m HORIZONTL ND/OR 0.45m VERTICL SEPRTION IS NOT CHIEVED WITH CNUS JOINTWRP TM. 3. RESTORE LL DISTURED OULEVRDS TO EISTING CONDITION. 4. LL EISTING WTERMINS TO E NDONED ND CPPED NER TIE-INS. LL EISTING GTE VLVES ND CUR STOPS TO E NDONED, SHLL HVE O ND RISER REMOVED, VLVE CLOSED ND URIED. 5. LL METLLIC PPURTENNCES TO E WRPPED WITH PETROLTUM W TPE (DENSO PSTE ND TPE), UNLESS EPOY COTED. 6. FOR WTERMIN CROSSING DETIL, REFER TO DRWING C FOR RESTRINED LENGTHS T WTER FITTINGS REFER TO TLE ON DRWING C GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) 49 IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-wat-c300.dwg m - 200mm PVC 0.% 45 ST: INV: END 050mmØ MH 200mmØ SE INV. IN = mmØ NE INV. OUT= E STM MH ST: INV: 45.9 TEE 5.3m - 200mm PVC 0.% STM MH E STM MH 78.2m - 200mm PVC 0.% 2.0m E 300mm STEEL STM E 300mm STEEL STM 9.3m - 200mmØ PVC 0.6% E 375mm CONC. STM ST: INV: TEE 6.0m - 200mm PVC 0.% 2.0m - 200mm PVC 0.% E 525mm CONC. STM 34.6m - 200mm PVC 0.% 43.9m - 250mm C 0.4% 3.4m - 200mm PVC 0.% ST: INV: SWEEP ST: INV: SWEEP E STM MH 050mmØ MH 200mmØ SW INV. IN = mmØ SW INV. IN = mmØ NE INV. OUT= ST: INV: SWEEP E STM MH.8m - 200mm PVC 0.0% ST: INV: END ST: INV: END E 525mm CONC. STM 200mmØ E INV. IN = mmØ SW INV. IN = mmØ NW INV. OUT= E STM MH ST: INV: TIE TO EISTING m SCLE: :250 SCLE: :25 LYOUT: C305 PLOTTED: :57 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M PV WTER ND SNITRY - PLN ND PRILE FROM ST: +560 TO ST: +70 CITY VERNON Drawing No. C305

18 4 P L L 3 E 60mm GS 400 PLESNT VLLEY RD P L N 934 E O/H UTILITIES E 00mm TRNS WT 200mm PVC WT SN03 E 250mm PVC STM E 200mm PVC SN E 250mm PVC STM 200mm PVC SN SN05 200mm PVC SN SN06 E 200mm C STM E 200mm SN E 200mm TRNS WT SN02 200mm PVC SN E 200mm SN (TO E ) REMOVE LID, UPPER RREL FRME ND COVER, ND FILL EISTING MH. PERMNENTLY CP/PLUG EISTING SNITRY 3903 PLESNT VLLEY RD P L N 9465 CONFIRM LOCTION EISTING STU ND TIE IN E 60mm GS E O/H UTILITIES E 00mm TRNS WT 200mm PVC WT E 200mm TRNS WT E O/H UTILITIES LS E 200mm PVC SN E 250mm PVC STM NT VLLEY RD THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, VERNON FIRE DEPRTMENT, ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH FFECTED WTER USERS, THE ENGINEER, GVW, ND THE CITY VERNON. 45 GROUND T LIGNMENT (CONTROL LINE) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) WRP LL WTERMIN JOINTS WHERE 3.0m HORIZONTL ND/OR 0.45m VERTICL SEPRTION IS NOT CHIEVED WITH CNUS JOINTWRP TM. 3. RESTORE LL DISTURED OULEVRDS TO EISTING CONDITION. 4. LL EISTING WTERMINS TO E NDONED ND CPPED NER TIE-INS. LL EISTING GTE VLVES ND CUR STOPS TO E NDONED, SHLL HVE O ND RISER REMOVED, VLVE CLOSED ND URIED. IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-wat-c300.dwg mmØ S INV. IN = mmØ W INV. IN = mmØ N INV. OUT= E 250mm PVC STM 3.8m - 200mm PVC 4.9% ST: INV: 40.7 TIE TO EISTING SN 3.7m - 50mm PVC 4.% 050mm MH 200mmØ SE INV. IN = mmØ N INV. OUT= m - 200mmØ PVC 4.7% 050mmØ MH 200mmØ NE INV. IN = mmØ NW INV. OUT= STM MH 200mm WT 0.59m mmØ S INV. IN = mmØ S INV. IN = mmØ N INV. OUT= mmØ MH EISTING STORM MH E 250mm C STM 7.8m - 200mm PVC 200mm WT E 250mm C STM 4.9m - 200mmØ PVC 48 EISTING GROUND T CENTRELINE LIGNMENT (CROWN) mmØ NE INV. IN = mmØ N INV. OUT= mmØ MH E SSN MH (TO E REMOVE) (TO E REMOVED).75m E STM MH (TO E REMOVE) GROUND T LIGNMENT (CONTROL LINE) 5. LL METLLIC PPURTENNCES TO E WRPPED WITH PETROLTUM W TPE (DENSO PSTE ND TPE), UNLESS EPOY COTED. 6. FOR WTERMIN CROSSING DETIL, REFER TO DRWING C FOR RESTRINED LENGTHS T WTER FITTINGS REFER TO TLE ON DRWING C m SCLE: :250 SCLE: :25 LYOUT: C306 PLOTTED: :58 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M 9 ST ND 20 ST SNITRY - PLN ND PRILE ---- CITY VERNON Drawing No. C306

19 P L N 202 RD 402 PLESNT V E 60mm GS 200mm PVC SN REMOVE EISTING VLVE ND INSTLL: - 200H x 200H x 200H - TEE HxH - G.V. 250 x 200 c/w THRUST LOCKS TIE IN EISTING 250mm WTERMIN E O/H UTILITIES E 00mm TRNS WT 200mm PVC WT SN08 E 375mm CONC STM E U/G UTILITIES T T VE P L N L O T 0 T T T T T E E E E E E E 200mm PVC SN E 60mm GS E 250mm WT E 250mm C STM E U/G UTILITIES E 200mm C SN REMOVE ND REPLCE EISTING MH WITH NEW 050mm MH REPLCE 20m 200mm C SN WITH 200mm PVC SN CONFIRM LOCTION ND TIE TO EISTING ST P L N L O T THE CONTRCTOR SHLL PROVIDE MINIMUM 48 HOURS (2 WORKING DYS, DEFINED S MONDY TO FRIDY, ECLUDING STTUTORY HOLIDYS) DVNCE NOTICE TO THE ENGINEER, GVW, CITY VERNON, VERNON FIRE DEPRTMENT, ND THE FFECTED WTER SERVICE USERS PRIOR TO NY MIN ND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS GRETER THN 8 HOURS WILL E LLOWED. THE CONTRCTOR SHLL COORDINTE LL SERVICE DISRUPTIONS WITH FFECTED WTER USERS, THE ENGINEER, GVW, ND THE CITY VERNON. 2. WRP LL WTERMIN JOINTS WHERE 3.0m HORIZONTL ND/OR 0.45m VERTICL SEPRTION IS NOT CHIEVED WITH CNUS JOINTWRP TM RESTORE LL DISTURED OULEVRDS TO EISTING CONDITION. 4. LL EISTING WTERMINS TO E NDONED ND CPPED NER TIE-INS. LL EISTING GTE VLVES ND CUR STOPS TO E NDONED, SHLL HVE O ND RISER REMOVED, VLVE CLOSED ND URIED. IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-wat-c300.dwg mmØ SE INV. IN = mmØ NE INV. OUT= mmØ MH mm WTERMIN E STM MH GROUND EISTING GROUND 20.4m - 200mmØ PVC 6.8% E 250mm C STM E 250mm WT 48.6m - 200mm C 6.8% TIE TO EISTING LL METLLIC PPURTENNCES TO E WRPPED WITH PETROLTUM W TPE (DENSO PSTE ND TPE), UNLESS EPOY COTED. 6. FOR WTERMIN CROSSING DETIL, REFER TO DRWING C FOR RESTRINED LENGTHS T WTER FITTINGS REFER TO TLE ON DRWING C m SCLE: :250 SCLE: :25 LYOUT: C307 PLOTTED: :58 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M FROM ST: +000 TO ST: +056 CITY VERNON Drawing No. C307

20 LYOUT: C400 PLOTTED: :59 PM IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-stm-c400.dwg L O T P L N KP824 L O T P L N KP3887 P L N KP PLESNT VLLEY RD 3705 PLESNT VLLEY RD 380 PLESNT VLLEY RD 3603 PLESNT VLLEY RD P L N KP3336 P L N KP PLESNT VLLEY RD m - 250mm PVC 5.0% mmØ E INV. IN = mmØ SW INV. OUT= 42.2 TO E REMOVED 43 E 200mm PVC SN 250mmØ NE INV. IN = mmØ E INV. IN = mmØ SW INV. OUT= mmØ MH STM m - 375mm PVC 2.0% 050mmØ MH 250mmØ NE INV. IN = mmØ SW INV. OUT= mmØ MH 250mmØ SW INV. OUT= m - 250mm PVC 2.0% E STM00 ST: INV: 4.95 TIE TO EISTING y JC JC M PV STORM - PLN ND PRILE FROM ST: +000 TO ST: Drawing No. C m SCLE: :250 SCLE: : JC ( SYMOLS SHOWN DRK/SOLID) - PIPE INVERT - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN FM - JUNCTION O - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - SERVICE O - HU - CEDR SHRU - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL - WTER MNHOLE - WTER VLVE - CUR STOP H::250 V::25 CITY VERNON 682 ST: FSET: 3.46 RIM: N: E: mm PVC WT 375mm PVC STM E 200mm PVC SN 250mm PVC STM E 200mm PVC SN 3604 PLESNT VLLEY RD 3700 PLESNT VLLEY RD 3704 PLESNT VLLEY RD 3602 PLESNT VLLEY RD P L N KS 7 P L N KS344 SNT VLLEY RD P L N KS6837 L O T P L N KS6837 P L N KS 7 L O T 3700 PLESNT VLLEY RD REMOVE EISTING C C-C GRTE = CONNECT TO MH STM0. CONTRCTOR RESPONSILE FOR ENSURING OPERTION EISTING SNITRY ND STORM DURING CONSTRUCTION. 2. CONTRCTOR TO SUMIT WORK PLN TO ENGINEER MINIMUM 7 DYS PRIOR TO TE-INS OR REMOVL EISTING. REMOVE EISTING C ND LED STM0 STM02 E 350mm C STM E O/H UTILITIES E 200mm VCT SN E 200mm IC WT E 200mm CI WT E 60mm GS E 60mm GS C-D GRTE = 46.2 CONNECT TO MH STM02 C- GRTE = 44.4 CONNECT TO MH STM00 E STM00 GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) STM00 250mm PVC STM 375mm PVC STM C-DD GRTE = CONNECT TO MH STM0 TIE TO EISTING STORM JC E 200mm VCT SN E 375mm C STM E 200mm CI WT SN MH E 200mm CI WT E SN MH CONFIRM LOCTION TIE TO EISTING REMOVE EISTING C ND LED C- GRTE = CONNECT TO MH STM0 E 60mm GS REMOVE ND REPLCE EISTING MH WITH NEW 050mm MH JC

21 LYOUT: C40 PLOTTED: :59 PM IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-stm-c400.dwg E 200mm CI WT E 200mm CI WT E P L N KP824 L O T P L N KP PLESNT VLLEY RD 3803 PLESNT VLLEY RD y REMOVE EISTING C ND CP LED C-E GRTE = CONNECT TO MH STM JC JC JC ( SYMOLS SHOWN DRK/SOLID) - PIPE INVERT - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN FM - JUNCTION O - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - SERVICE O - HU - CEDR SHRU - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL - WTER MNHOLE - WTER VLVE - CUR STOP E O/H UTILITIES E 200mm CONC SN P L N KS TH VENUE L O T E 200mm CONC. SN E O/H UTILITIES E 300mm TRNS WT E 200mm WT E 400mm STM E 450mm CONC. STM STM04 E 200mm WT 3903 PLESNT VLLEY RD P L N 9465 LS L O T P L N VE E E E E 3906 PLESNT VLLEY RD E E P L N KS m SCLE: :250 SCLE: :25 H::250 V:: JC JC M PV ND 39 VE STORM ND SNITRY- PLN ---- CITY VERNON Drawing No. C40 E 200mm CONC. STM E 200mm CONC. SN E 375mm CONC. STM E 200mm CONC. SN E 300mm TRNS WT 3900 PLESNT VLLEY RD P L N PLESNT VLLEY RD P L N KS 025 L O T C-F GRTE = 47.2 CONNECT TO MH STM04. CONTRCTOR RESPONSILE FOR ENSURING OPERTION EISTING SNITRY ND STORM DURING CONSTRUCTION. 2. CONTRCTOR TO SUMIT WORK PLN TO ENGINEER MINIMUM 7 DYS PRIOR TO TE-INS OR REMOVL EISTING. C-G GRTE = CONNECT TO MH STM04 E 60mm GS 200mm UILD-ON MH REPLCE ~3.5m SNITRY PIPE ETWEEN 8.5m ND 22m DOWNSTREM FROM EISTING SNITRY MH E SN020 c/w PVC COUPLERS ND SPHLT RESTORTION. E SN020 E 200mm WT E 300mm TRNS WT E 60mm GS

22 LYOUT: C402 PLOTTED: :59 PM IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-stm-c400.dwg P L N P L N P L N P L N VE E E E E VE VE VE VE ST L O T 5 P L N T T T mmØ SE INV. IN = mmØ NE INV. OUT= mmØ SW INV. IN = mmØ NE INV. OUT= mmØ SW INV. IN = mmØ NE INV. OUT= E 250mm C SN E 375mm CONC. STM E 525mm CONC. STM E 300mm STEEL STM 46 E 300mm STEEL STM ST: FSET: 2.2 RIM: N: E: STM07 E STM mmØ NE INV. IN = mmØ SW INV. IN = mmØ E INV. IN = mmØ NW INV. OUT= y JC JC M PV STORM - PLN ND PRILE FROM ST: +560 TO ST: Drawing No. C mmØ MH 375mmØ SW INV. IN = mmØ NE INV. OUT= mm PVC SN ST: FSET: -. RIM: N: E: GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) 20 25m SCLE: :250 SCLE: : JC ( SYMOLS SHOWN DRK/SOLID) - PIPE INVERT - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN FM - JUNCTION O - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - SERVICE O - HU - CEDR SHRU - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL - WTER MNHOLE - WTER VLVE - CUR STOP H::250 V::25 CITY VERNON mm PVC WT 200mm PVC WT E SN MH E 00mm CI WT E SN MH E SN MH VE REMOVE LID, UPPER RREL FRME ND COVER, ND FILL EISTING MH. PERMNENTLY CP/PLUG EISTING STORM REMOVE EISTING C ND LED INSTLL C-M SIDE INLET GRTE = CONNECT TO MH STM07 L O T 6 P L N VE E 300mm STEEL STM (TO E NDONED) L O T P L N VE E O/H UTILITIES E 60mm GS 200mm PVC WT E 00mm CI WT 200mm PVC SN E 375mm CONC. STM E 525mm CONC. STM E 300mm STEEL STM (TO E NDONED) E 250mm C SN E 00mm CI WT E 60mm GS 400 PLESNT VLLEY RD 402 PLESNT VLLEY RD 404 PLESNT VLLEY RD 406 PLESNT VLLEY RD P L N 2024 P L N 2024 P L N 2024 P L N 2024 L O T 408 PLESNT VLLEY RD P L N 2024 L O T 5 E O/H UTILITIES 200mm PVC WT E 525mm CONC. STM REMOVE EISTING C ND CP LED, PLUG C LED INLET T MH C-L SIDE INLET GRTE = CONNECT TO MH STM07 CP EISTING STORM ND REMOVE 9.5m ROKEN PIPE 200mm PVC SN E U/H UTILITIES E 250mm STM E 250mm WTM E STM006 STM07 E STM007 E STM008 C-N SIDE INLET GRTE = 48.5 CONNECT TO E STM009 E STM009 C-O SIDE INLET GRTE = CONNECT TO E STORM009 E STM00 E STM0 E STM02. CONTRCTOR RESPONSILE FOR ENSURING OPERTION EISTING SNITRY ND STORM DURING CONSTRUCTION. 2. CONTRCTOR TO SUMIT WORK PLN TO ENGINEER MINIMUM 7 DYS PRIOR TO TE-INS OR REMOVL EISTING. REMOVE LID, UPPER RREL FRME ND COVER, ND FILL EISTING MH. PERMNENTLY CP/PLUG EISTING STORM E 525mm CONC. STM E 200mm C SN E 50mm WT E 300mm STORM TO E NDONED JC JC

23 LYOUT: C403 PLOTTED: :00 PM IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-stm-c400.dwg E 200mm SN E STM004 E 200mm C STM JC y ( SYMOLS SHOWN DRK/SOLID) - PIPE INVERT - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN FM - JUNCTION O - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - SERVICE O - HU 050mmØ MH 200mmØ SE INV. IN = mmØ N INV. OUT= CEDR SHRU - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL - WTER MNHOLE - WTER VLVE - CUR STOP 4.7m - 250mm PVC 5.0% 200mm PVC SN 200mm PVC SN LEY RD 200mm PVC WT E 200mm PVC SN E 250mm PVC STM C-I GRTE = CONNECT TO MH STM06 E 00mm TRNS WT E O/H UTILITIES E 60mm GS E 200mm PVC SN 200mm PVC SN E 250mm PVC STM E 250mm PVC STM 200mm PVC SN 400 PLESNT VLLEY RD P L N 934 L O T REMOVE EISTING C C-K GRTE = CONNECT TO MH STM06 C-J GRTE = CONNECT TO MH STM06 STM06 GROUND T CENTRELINE LIGNMENT (CROWN) EISTING GROUND T CENTRELINE LIGNMENT (CROWN) JC SN MH SN MH REMOVE ND REPLCE STORM MH WITH NEW 050mm MH WTERMIN CROSSING JC P L N KS STREET H::250 V:: JC JC M E 200mm PVC SN 050mmØ MH 250mmØ N INV. OUT= mm PVC SN 64.3m - 250mm C 7.3% SN MH 0.m - 250mm C 3.3% E SN MH (TO E NDONED) E STM MH (TO E NDONED) SN MH EISTING GROUND T CENTRELINE LIGNMENT (CROWN) GROUND T CENTRELINE LIGNMENT (CROWN) LS C-H GRTE = 47. CONNECT TO MH STM05 E 200mm TRNS WT STM05 200mm PVC SN E 00mm TRNS WT E O/H UTILITIES 200mm PVC WT E 60mm GS REMOVE LID, UPPER RREL FRME ND COVER, ND FILL EISTING MH. PERMNENTLY CP/PLUG EISTING STORM REMOVE EISTING C ND CP LED WTERMIN CROSSING EISTING STORM TO E NDONED EISTING SN TO E NDONED 3903 PLESNT VLLEY RD P L N CONTRCTOR RESPONSILE FOR ENSURING OPERTION EISTING SNITRY ND STORM DURING CONSTRUCTION. 2. CONTRCTOR TO SUMIT WORK PLN TO ENGINEER MINIMUM 7 DYS PRIOR TO TE-INS OR REMOVL EISTING m SCLE: :250 SCLE: :25 CITY VERNON ST ND 20 ST STORM - PLN ND PRILE 22 - Drawing No. C403

24 . CONTRCTOR RESPONSILE FOR ENSURING OPERTION EISTING SNITRY ND STORM DURING CONSTRUCTION. C- GRTE = CONNECT TO MH STM0 2. CONTRCTOR TO SUMIT WORK PLN TO ENGINEER MINIMUM 7 DYS PRIOR TO TE-INS OR REMOVL EISTING. L O T P L N KS PLESNT VLLEY RD E 200mm PVC SN 250mm PVC STM STM0 REMOVE EISTING C ND LED E O/H UTILITIES 200mm PVC SN E 200mm PVC SN STM00 E STM00 375mm PVC STM E 350mm C STM 50mm PVC WT E 00mm TRNS WT E 60mm GS E 200mm IC WT E 200mm PVC SN E 350mm C STM E O/H UTILITIES P L N KP PLESNT VLLEY RD CONFIRM LOCTION TIE TO EISTING EISTING MH TO E REMOVED ND EISTING STORM TO E CPPED REMOVE EISTING C ND LED C- GRTE = 44.4 CONNECT TO MH STM00 TIE TO EISTING 350mm STM EISTING GROUND T CENTRELINE LIGNMENT (CROWN) IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-stm-c400.dwg mmØ NE INV. IN = mmØ E INV. IN = mmØ SW INV. OUT= mmØ MH STM00 VCS: VCE: m VC PVI ST = PVI ELEV = LOW PT = D. = 0.06 K = 2.4 EVCS: EVCE: m - 375mm PVC 2.4% 200mm PVC SN 375mmØ E INV. IN = mmØ SW INV. OUT= m - 375mm C 9.5% E 200mm PVC SN ST: INV: TIE TO EISTING E 00mm TRNS WT m SCLE: :250 SCLE: :25 LYOUT: C404 PLOTTED: :00 PM JC JC JC y FM ( SYMOLS SHOWN DRK/SOLID) - EDGE SPHLT - EDGE GRVEL - TOP NK - SNITRY - SNITRY FORCEMIN - STORM DRIN - WTER - GS - NCHOR POLE - HYDRO VULT - TEL VULT - SHW CLE VULT - JUNCTION O - SERVICE O - HU - PIPE INVERT - WTER MNHOLE - WTER VLVE - CEDR SHRU - CUR STOP - CP - FIRE HYDRNT - LOW-F - SNITRY CLENOUT - SN. INSPECTION CHMER - MNHOLE - DRIN CLENOUT - DRN. INSPECTION CHMER - CTCHSIN MNHOLE - CTCHSIN - HEDWLL H::250 V:: JC JC M 37 VE STORM - PLN ND PRILE FROM ST: TO ST: CITY VERNON Drawing No. C404

25 0.30m 3.5: 3.5:.50m SHOULDER WHITE LINE 3.50m (THROUGH CURVES) 3.3 (ELSEWHERE) YELLOW LINE 3.50m (THROUGH CURVES) 3.3 (ELSEWHERE) WHITE LINE 3.00m.50m IKE LNE.50m SIDEWLK UPRIGHT CUR VRIES E S/W PROPERTY LINE PROPERTY LINE 0.30m 2: 2:.50m SHOULDER WHITE LINE 3.50m (THROUGH CURVES) 3.3 (ELSEWHERE) YELLOW LINE 3.50m (THROUGH CURVES) 3.3 (ELSEWHERE) 3.00m WHITE LINE.50m IKE LNE.50m SIDEWLK UPRIGHT CUR 2: PROPERTY LINE.50m (MIN.) 2: UPRIGHT CUR E SN STM IMPORT GRNULR FILL 50mm MINUS. REMOVE EISTING SPHLT ND COMMON ECVTION TO 650mm ELOW FINISHED SPHLT. 2. ROD STRUCTURE: -00mm SPHLT (CoV SURFCE COURSE; 2-50mm LIFTS) -00mm SE (25mm MINUS CRUSHED) -450mm SU-SE (75mm MINUS CRUSHED) RE-GRDE FROM CK CUR TO EISTING SIDEWLK COMMON ECVTION ON-SITE REUSE (S PPROVED Y ENGINEER) IMPORT GRNULR FILL 50mm MINUS 200mm WT UPRIGHT CUR E SN E STM E STM. REMOVE EISTING SPHLT ND COMMON ECVTION TO 650mm ELOW FINISHED SPHLT. 2. ROD STRUCTURE: -00mm SPHLT (CoV SURFCE COURSE; 2-50mm LIFTS) -00mm SE (25mm MINUS CRUSHED) -450mm SU-SE (75mm MINUS CRUSHED) 00mm CONCRETE SIDEWLK 00mm SE (25mm MINUS CRUSHED) C200 SECTION - - PV RD ~+020 TO ~+203 FULL ROD RECONSTRUCTION SCLE: N.T.S. C C204 SECTION - - PV RD ~+484 TO ~+700 FULL ROD RECONSTRUCTION SCLE: N.T.S. IMGES: FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682--c-detl-c500.dwg PROPERTY LINE PROPERTY LINE COMMON ECVTION ON-SITE REUSE (S PPROVED Y ENGINEER) ETEND GEOGRID.00m EYOND CUR ON WEST SIDE ROD 0.30m 2: 2: UPRIGHT CUR.50m SHOULDER C202 WHITE LINE 3.00m 200mm WT 3.50m (THROUGH CURVES) 3.3 (ELSEWHERE) IMPORT GRNULR FILL 50mm MINUS YELLOW LINE 3.50m (THROUGH CURVES) 3.3 (ELSEWHERE) SECTION - - PV RD ~+20 TO ~+484 FULL ROD RECONSTRUCTION SCLE: N.T.S. E SN WHITE LINE.50m IKE LNE UPRIGHT CUR.50m SIDEWLK. REMOVE EISTING SPHLT ND COMMON ECVTION TO 650mm ELOW FINISHED SPHLT. 2. ROD STRUCTURE: -00mm SPHLT (CoV SURFCE COURSE; 2-50mm LIFTS) -00mm SE (25mm MINUS CRUSHED) -450mm SU-SE (75mm MINUS CRUSHED) -TENSR 00 GEOGRID 00mm CONCRETE SIDEWLK 00mm SE (25mm MINUS CRUSHED) 2: 2: COMMON ECVTION ON-SITE REUSE (S PPROVED Y ENGINEER) ETEND GEOGRID 0.50m EYOND SIDEWLK ON EST SIDE ROD.50m SIDEWLK UPRIGHT CUR 2: 00mm FILL EHIND WLL WITH NTIVE CKFILL PROPERTY LINE ENCH LOCK-LOCK WLL FROM ST: TO ST: c/w 00mm SE (25mm MINUS CRUSHED) 00mm CONCRETE SIDEWLK c/w 00mm SE (25mm MINUS CRUSHED) WLL SECTION - ST: +0 TO ST: +323 C20 SCLE: N.T.S. LYOUT: C500 PLOTTED: :0 PM JC JC JC y S SHOWN JC JC M DETILS TYPICL SECTIONS CITY VERNON Drawing No. C500

26 DETOUR ROUTE INFO C-5R INFO C-5R INFO C-5R INFO. CONTRCTOR TO PROVIDE TEMPORRY TRFFIC CONTROL IN CCORDNCE WITH THIS DRWING ND M.O.T. "TRFFIC CONTROL MNUL FOR WORK ON RODWYS." (LOCTIONS SHOWN RE SCHEMTIC ONLY, FINL LOCTION TO E CONFIRMED IN FIELD). 2. CONTRCTOR TO PROVIDE TEMPORRY TRFFIC CONTROL SIGNGE ND TRFFIC CONTROL PERSON (TCP's) IN CCORDNCE WITH THIS DRWING ND M.O.T. "TRFFIC CONTROL MNUL FOR WORK ON RODWYS." FOR WORKS WITHIN CONSTRUCTION RE. 3. CONTRCTOR TO MINTIN CCESS FOR LOCL RESIDENTS T LL TIMES. INFO C-5R INFO-2 C-5L CLSS 3 RRICDES ( REQUIRED) c/w R-2T C-5 P-L C-5 CLSS 3 RRICDES ( REQUIRED) c/w R-2T CLSS 3 RRICDES (3 REQUIRED) c/w R-2T (CLOSURE T 20 INTERSECTION ONLY) C-5R P-R CLSS 3 RRICDES ( REQUIRED) c/w R-2T C-5L C-5 INFO 0.9x0.6 LCK ON ORNGE 0.9x0.6 LCK ON ORNGE REFS: 682--LEGL-E.dwg IMGES: C-5.jpg C-5L.jpg C-5R.jpg P-L.GIF P-R.GIF R-2T.gif FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682.-c-tmp-c600.dwg INFO INFO DETOUR ROUTE INFO 37th ve. to 4th ve. Under Construction () to () CONTRCTOR TO CONFIRM DTES CLSS 3 RRICDE c/w R-2T, SEE DETIL THIS SHEET WORK ZONE R-2T CLSS 3 RRICDE c/w TYPE YELLOW FLSHERS, TYPICL (3 REQUIRED) R-2T INFO-2 USINESSES RE OPEN DURING CONSTRUCTION ND PPRECITE YOUR CONTINUED SUPPORT 20th St. to 4st ve. Under Construction () to () CONTRCTOR TO CONFIRM DTES CLSS 3 RRICDE c/w TYPE YELLOW FLSHERS, TYPICL ( REQUIRED) LYOUT: C600 PLOTTED: :0 PM JC JC JC y : JC JC M CITY VERNON TRFFIC REFERENCE PLN PHSE Drawing No. C600

27 INFO C-5R INFO C-5R INFO C-5R INFO. CONTRCTOR TO PROVIDE TEMPORRY TRFFIC CONTROL IN CCORDNCE WITH THIS DRWING ND M.O.T. "TRFFIC CONTROL MNUL FOR WORK ON RODWYS." (LOCTIONS SHOWN RE SCHEMTIC ONLY, FINL LOCTION TO E CONFIRMED IN FIELD). 2. CONTRCTOR TO PROVIDE TEMPORRY TRFFIC CONTROL SIGNGE ND TRFFIC CONTROL PERSON (TCP's) IN CCORDNCE WITH THIS DRWING ND M.O.T. "TRFFIC CONTROL MNUL FOR WORK ON RODWYS." FOR WORKS WITHIN CONSTRUCTION RE. 3. CONTRCTOR TO MINTIN CCESS FOR LOCL RESIDENTS T LL TIMES. C-5R C-5 P-L CLSS 3 RRICDES ( REQUIRED) c/w R-2T (CLOSURE T 39 INTERSECTION ONLY) C-5R P-R CLSS 3 RRICDES (3 REQUIRED) c/w R-2T (CLOSURE T 39 INTERSECTION ONLY) CLSS 3 RRICDES ( REQUIRED) c/w R-2T (CLOSURE T 39 INTERSECTION ONLY) C-5L C-5 C-5L INFO 0.9x0.6 LCK ON ORNGE 0.9x0.6 LCK ON ORNGE REFS: 682--LEGL-E.dwg IMGES: C-5.jpg C-5L.jpg C-5R.jpg P-L.GIF P-R.GIF R-2T.gif FILE: z:\meacl projects\ pv road rehabilitation 39th ave to 4st ave\dwg\_current\682.-c-tmp-c600.dwg INFO INFO CLSS 3 RRICDES ( REQUIRED) c/w R-2T (CLOSURE T 39 INTERSECTION ONLY) DETOUR ROUTE C-5L CLSS 3 RRICDES ( REQUIRED) c/w R-2T P-R CLSS 3 RRICDES (3 REQUIRED) c/w R-2T (CLOSURE T 39 INTERSECTION ONLY) CLSS 3 RRICDES ( REQUIRED) c/w R-2T P-L P-R P-L P-R DETOUR ROUTE INFO 37th ve. to 4th ve. Under Construction () to () CONTRCTOR TO CONFIRM DTES CLSS 3 RRICDE C/W R-2T, SEE DETIL THIS SHEET WORK ZONE R-2T INFO-2 CLSS 3 RRICDE c/w TYPE YELLOW FLSHERS, TYPICL (3 REQUIRED) R-2T USINESSES RE OPEN DURING CONSTRUCTION ND PPRECITE YOUR CONTINUED SUPPORT 37th ve. to 4th ve. Under Construction () to () CONTRCTOR TO CONFIRM DTES CLSS 3 RRICDE c/w TYPE YELLOW FLSHERS, TYPICL ( REQUIRED) LYOUT: C60 PLOTTED: :0 PM JC JC JC y : JC JC M TRFFIC REFERENCE PLN PHSE 2 CITY VERNON 682 Drawing No. C60