EXISTING 300 CULV EXISTING 450mmØ CSP CULVERT TO BE REMOVED HP HP HP HP HYD EX. VB EX. VB BPED BPED BPED HP HP HP HP HP EX. V BPED 15 16 17 MH17A 94.2m - 300mm SAN @ 0.25% 291 HW4 CURB AS PER OPSD 600.100 BLOCK 92 DCBMH51 STREET A McNABB STREET RAILWAY STREET MH16A 64.1m - 300mm SAN @ 0.25% EX CBMH B-1 MH22 32.6m - 450mm STM @ 0.74% 90.7m - 450mm STM @ 0.40% R = 9.00m R = 9.00m 1.5m CONCRETE SIDEWALK EX. 150mmØ WATERMAIN (TO BE REMOVED) DCB 330 TIE INTO EXISTING CURB AND GUTTER, AND ASPHALT AS SHOWN WITH PAVEMENT LAP JOINT 48.8m - 375mm STM @ 0.30% 9.5m - 600mm STM @ -1.05% CTRLMH1 EX. 150mm AC WATERMAIN EX 200mmØ PVC WATERMAIN BLOCK 91 0.30m RESERVE HP BLOCK 93 SWM FACILITY DCB EX. VB EX. DITCH EX MH EXISTING DICB c/w 150mmØ RIP RAP TOP = 193.75 INV = 192.99 EXISTING 450mmØ PE STM @ 0.50% EXISTING WATERCOURSE EX. VB EXISTING 1800mmØ CSP CULVERT TO BE REMOVED VB 200mmØ PVC DR18 WATERMAIN 19.5m - 3.0m x 1.80m PRECAST CONCRETE BOX CULVERT @ 1.50% N INV = 190.58 S INV = 190.87 TOP ELEVATION OF EXISTING MANHOLE TO BE ADJUSTED TO MATCH PROPOSED GRADE OF FINISHED SIDEWALK EXISTING UTILITY PEDESTAL TO BE RELOCATED IN CONSULTATION WITH OWNING UTILITY EX. 400mmØ WATERMAIN VB VB VB TIE INTO EXISTING 400mmØ WATERMAIN WITH 400 x 200mm TAPPING SLEEVE AND VALVE 200mmØ PVC DR18 WATERMAIN 1.5m CONCRETE SIDEWALK 4.7m - 600mm STM @ 2.11% EXISTING RESIDENTIAL DRIVEWAYS TO BE REINSTATED; ASPHALT DRIVEWAYS TO BE 100mm GRANULAR 'A' AND 50mm H.L.3. GRAVEL DRIVEWAYS TO BE MIN. 100mm GRANULAR 'A' (TYP.) BOULEVARD TO BE REINSTATED WITH 100mm TOPSOIL & NURSERY SOD OR 100mm TOPSOIL, SEED & MULCH (TYP.) 2.3m - 450mm STM @ 0.30% EXISTING RETAINING WALL TO BE REMOVED HW3 8.5m - 300mm STM @ 0.50% DCB51 NW INV=191.49 Reinforced Concrete TOP=193.07 DEPTH TO SUMP=1 LOT 291 · SANITARY SERVICE TO BE 150mmØ PVC SDR28 · WATER SERVICE TO BE 50mmØ PE160 LOT 330 · SANITARY SERVICE TO BE 150mmØ PVC SDR28 · WATER SERVICE TO BE 50mmØ PE160 EXISTING TEE TO BE CAPPED FOLLOWING REMOVAL OF EXISTING WATERMAIN ON MCNABB ST. VALVE TO REMAIN CLOSED TO SEPARATE OPERATING PRESSURE ZONES X X X X X X X X X X X X X X X X X X X G G G + -0 -020 + 0 000 + 0 020 + 0 040 + 0 060 + 0 080 + 0 100 + 0 120 + 0 140 + 0 160 + 0 520 + 0 540 + 0 560 + 0 580 + 0 600 + 0 640 + 0 660 + 0 680 + 0 700 + 0 706 MATCH LINE AT STATION - 0+159.48 NEXT SHEET NUMBER: C411 MH16A (1200Ø) TOP=193.79 OPSD 701.010 STREET A ORIGINAL GROUND EX 150mmØ PVC WM MH17A (1200Ø) TOP=193.35 OPSD 701.010 0.50m PROPOSED GROUND TIE INTO EXISTING ASPHALT WITH PAVEMENT LAP JOINT EXISTING 1800mmØ CSP CULVERT TO BE REMOVED 200mm TEE 200mmØ PVC WM EXISTING 150mmØ WATERMAIN TO BE REMOVED ALONG WITH ALL APPURTENANCES UNLESS OTHERWISE SPECIFIED HYD STA. 0+023.755 VB STA. 0+050.582 VB STA. 0+075.879 EXISTING 150mmØ WATERMAIN TIE INTO EXISTING 400mmØ WATERMAIN WITH 400 x 200mm TAPPING SLEEVE AND VALVE RAILWAY STREET DCBMH51 (1800Ø) TOP=193.07 OPSD 701.012 19.5m - 3.0m x 1.80m PRECAST CONCRETE BOX CULVERT @ 1.50% N INV = 190.58 S INV = 190.87 0.50m VB STA. -0+002.948 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND 45° BEND 2.3m - 450mm PVC STM @ 0.30% TO TIE INTO PRECAST CONCRETE BOX CULVERT INV = 191.29 EXISTING TEE TO BE CAPPED FOLLLOWING REMOVAL OF EXISTING WATERMAIN EX. MCNABB STREET 190 191 192 193 194 195 196 190 191 192 193 194 195 196 PROPOSED STORM PROPOSED STORM PROPOSED SANITARY PROPOSED SANITARY EXIST\PROP CENTERLINE ELEVATION EXIST\PROP CENTERLINE ELEVATION CHAINAGE CHAINAGE 76.4m - 375mm PERF. PVC STM @ 1.30% 2.3m - 450mm PERF. PVC STM @ 0.30% 94.2m - 300mm PVC SAN @ 0.25% 79.9m - 300mm PVC SAN @ 0.25% 194.20 194.196 194.44 194.445 194.20 194.201 194.00 193.995 193.77 193.773 193.60 193.598 193.53 193.531 193.32 193.322 193.19 193.189 193.41 193.410 -0+020 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 NE 190.32 SE 190.32 SW 190.08 NE 190.08 -0.80% -0.70% PVI STA = 0+008.26 PVI ELEV = 194.169 PVI STA = 0+059.83 PVI ELEV = 193.755 PVI STA= 0+159.51 PVI ELEV= 193.058 K= 8.00 LVC= 32.41m A= 4.05% BVCS= 0+143.31 BVCE= 193.171 LOW PT. STA= 0+148.90 LOW PT ELEV= 193.152 -0.80% -0.70% PVI STA = 0+008.26 PVI ELEV = 194.169 PVI STA = 0+059.83 PVI ELEV = 193.755 PVI STA= 0+159.51 PVI ELEV= 193.058 K= 8.00 LVC= 32.41m A= 4.05% BVCS= 0+143.31 BVCE= 193.171 LOW PT. STA= 0+148.90 LOW PT ELEV= 193.152 NE 191.29 NE 191.44 SW 191.30 SE 191.45 0 10.0 20.0 30.0m 5.0 H 1:500 V 1:50 KEY PLAN File: C:\Users\kevin\Desktop\Capes Engineering\Projects\2018-045 Southampton Landing\Design Drawings\02_ProductionDwg\033534_P&P - McNABB Street.dwg Date Plotted: February 15, 2019 - 9:37 AM Client 1. This drawing is the exclusive property of CAPES Engineering Ltd. The reproduction of any part without express written consent of this Corporation is strictly prohibited. 2. The contractor shall verify all dimensions, levels, and datums on site and report any discrepancies or omissions to CAPES Engineering Ltd. prior to construction. 3. This drawing is to be read and understood in conjunction with all other plans and documents applicable to this project. Notes Scale Drawing No. Designed Checked Date Rev No. Project No. 355310 BLUE MOUNTAINS - EUPHRASIA TOWNLINE CLARKSBURG, ON N0H 1J0 TEL: 705-994-4818 SEATON SOUTHAMPTON LIMITED 245 EGLINTON AVENUE EAST, SUITE 400 TORONTO, ON M4P 3B7 SOUTHAMPTON LANDING PLAN AND PROFILE K. GRIFFIN C. CAPES 2018-045 JAN 2019 1 C410 No Issue / Revision Date Auth 1 ISSUED FOR APPROVALS 2019/02/15 STREET A STREET B MCNABB ST. RAILWAY ST. STORM MANHOLE LEGEND SANITARY MANHOLE SANITARY SERVICE CONNECTION STORM SERVICE CONNECTION WATER SERVICE CONNECTION AND CURB STOP VALVE & BOX WATERMAIN TEE HYDRANT LIGHT STANDARD TRANSFORMER MAILBOX PAD CURB DEPRESSION EX. GAS MAIN EX. BELL EX. LIGHT STANDARD EX. LS G B EX. CHAIN LINK FENCE x x CB SINGLE CATCHBASIN DUCT BANK CROSSING VALVE IN CHAMBER DRAIN CHAMBER BELL PEDESTAL WATER SAMPLING STATION PAVEMENT STRUCTURE FILL PLACED IN MAX. 200mm LIFTS, COMPACTED TO 98% SPMDD (SEE PROFILE VIEW) 1.50m CHAIN LINK FENCE x x 1.80m CHAIN LINK FENCE ELEVATION 195.62m BM1 NAIL IN HYDRO POLE AT NORTHEAST CORNER OF INTERSECTION OF PEEL STREET AND GRENVILLE STREET. TOP NUT OF HYDRANT 10m SOUTHEAST OF THE INTERSECTION OF PEEL STREET AND McNABB STREET. BM2 ELEVATION 195.83m TOP OF SIB AT EASTERLY CORNER OF THE INTERSECTION OF McNABB STREET AND HIGHWAY 21. BM3 ELEVATION 194.06m BOLT IN HYDRO POLE ON THE EAST SIDE OF HIGHWAY 21-68m SOUTH OF THE INTERSECTION OF STREET A AND HIGHWAY 21. BM4 ELEVATION 196.11m BENCHMARKS TREE PRESERVATION ZONE EXISTING WATERCOURSE CONSTRUCTION NOTES: 1. FULL DEPTH REMOVAL OF EXISTING ASPHALT ON McNABB ST. (ESTIMATED DEPTH 80mm). 2. FULL DEPTH REMOVAL OF EXISTING SHOULDER GRANULARS (ESTIMATED DEPTH 150mm). 3. ALL ORGANICS TO BE STRIPPED FROM UNDER ROADBED AND REPLACE WITH SELECT SUBGRADE MATERIAL. 4. ALL TRENCHES TO BE BACKFILLED WITH GRANULAR MATERIAL (NATIVE SAND WHERE AVAILABLE) 5. PLACEMENT OF McNABB ST. ROAD BASE AND ASPHALT AS PER TOWN OF SAUGEEN SHORES TYPICAL URBAN CROSS SECTION. 6. RESTORE GRASS AREAS WITH 100mm TOPSOIL & NURSERY SOD OR 100mm TOPSOIL, SEED & MULCH. 7. EXISTING RESIDENTIAL DRIVEWAYS TO BE REINSTATED; ASPHALT DRIVEWAYS TO BE 100mm GRANULAR 'A' AND 50mm H.L.3. GRAVEL DRIVEWAYS TO BE MIN. 100mm GRANULAR 'A'. Not For Construction