CONRACT RDS OSBORNE STREET AND MAPLE STREET SOUTH SANITARY AND STORM SEWER, WATERMAIN, AND ROADWAY RECONSTRUCTION

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$AND ROADWAY RECONSTRUCTION LOCATION: X:\Project$ $Management\Capital$

1 CONRACT RDS-18-3 AND MAE STREET SOUT AND STORM, WATERMAIN, AND ROADWAY RECONSTRUCTION LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1A-MAE\18-1A-REM.dwg, OTTED APR 18, 18-1:35PM BY USER INTON

2 KEYAN LIST OF DRAWINGS: - LEGEND 1- COVER PAGE - NOTES AND LEGEND LEGEND EXISTING DESCRIPTION PROPOSED STORM PIPE PIPE PIPE WATERMAIN MAE STREET SOUT - 7-REM - REMOVALS 8-PP1 - AN AND PROFILE - STA. + TO STA PP - AN AND PROFILE - STA. +16 TO STA LEGAL PROPERTY LIMITS CURB EDGE OF PAVEMENT E OSBORN 3-REM - REMOVALS 4-PP1 - AN AND PROFILE - STA. + TO STA PP - AN AND PROFILE - STA. +16 TO STA PP3 - WATERMAIN LOOPING - AN AND PROFILE - STA. +3 TO +37 CURB AND GUTTER SWALE SIDEWALK BUILDINGS CENTERLINE ALIGNMENT WATERMAIN REDUCER YDRANT AND APPURTENANCES STREET OUT TREET S MAE S - CURB STOPS WATER VALVES WATER TEES WATER ELBOWS CATC BASINS STORM MANOLES MANOLES B-1 BOREOLE LOCATIONS /STORM/WATERMAIN CAP SIGNAGE DEPRESSED CURB YDRO POLE YDRO ANCOR STREET LIGT GENERAL DRAWING CONTRACTOR TO VERIFY LOCATION OF ALL SERVICES PRIOR TO COMMENCING CONSTRUCTION. TE TOWN DOES NOT GUARANTEE EXACT LOCATIONS SOWN ON DRAWINGS. TE CONTRACTOR IS TO OBTAIN LOCATES PRIOR TO CONSTRUCTION TO VERIFY ALL LOCATIONS OF S CONTRACTOR IS TO USE CAUTION DURING CONSTRUCTION WIT RESPECT TO, AND WATER LINE WIC CROSS OVER LINES. ALL CROSSINGS TO BE INSPECTED BY RESPECTIVE UTILITY PRIOR TO BACKFILLING. ALL STORM AND OUSE CONNECTIONS AND CATC BASIN LEAD TO BE FITTED WIT AN APPROVED RUBBER KET JOINT FOR METOD OF SUPPORT SERVICES, EASE CONTACT UNION FOR TE LATEST SPECIFICATIONS. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WIT "TE OCCUPATION EALT & SAFETY ACT," ENACTED OCT. 19 AND AMENDMENTS TERETO. CONTRACTOR TO SAWCUT EXISTING PAVEMENT AT LIMITS OF CONTRACT ALL DIMENSIONS ARE IN METERS UNLESS OTERWISE SPECIFIED TE LOCATION OF ALL STRUCTURES ON TIS AN ARE APPROXIMATE AND ARE TO BE USED FOR REFERENCE ONLY. TE STRUCTURES. TE TOWN OF LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1A-MAE\18-1A-REM.dwg, OTTED APR 18, 18-1:35PM BY USER INTON N/A CECKED PM APR 16/18 ISSUED FOR TENDER APR 16/18 1 ISSUED FOR REVIEW MAR /18 NOTES AND LEGEND MAE/OSBORNE ST RECONSTRUCTION

3 EXISTING mm X 15mm REDUCER 68.4m - 75mm EXISTING3mm Ø WM 63.87m - 5mm CATCBASIN TO BE ADJUSTED TO PROPOSED CURB AND GUTTER ELEVATION 5 EXISTING SIGN TO BE RELOCATED. SEE DWG PP1. EXISTING STORM NETWORK EX-CB13 T/G:.4 INV S:.47 INV W: m - mm EX-CB14 T/G:.84 INV S:.61 INV N:.51.17m - mm 1.6% EXISTING SWALE TO BE REVISED. PROPOSED SWALE TO BE CONSTRUCTED AS PER DWG PP m - 6mm STMM T/G:.66 INV S:86.84 INV W:86.43 INV E:86.43 EXISTING 5mm Ø WM EXISTING 5mm Ø SAN SANM 14 T/G:.676 INV S:86.57 INV E:86.55 PROPOSED TO CONNECT TO EXISTING mm Ø WATER VALVE. TREE EXISTING 5mm X 3mm X mm TEE 65 EXISTING STORM PIPE 75.55m - 45mm 3.5% 83.85m - mm 1.3% EXISTING NETWORK AND WATERMAIN MAE STREET SOUT REMOVE NETWORK AND WATERMAIN TO FUTURE CONNECTION. SEE PP1 FOR DETAILS EX-CB11 T/G:.13 INV W:.55 EX-CB1 T/G:.51 INV E:. INV S:87.53 INV N:.5 4.4m - mm 6.49% EXISTING MANOLES TO BE ALONG MAE STREET SOUT EX-STMM1 T/G:.1 INV W:.55 INV N:.11.9m - mm SANM 9 T/G:.379 INV S:87. INV W:87.64 INV N:87.6 EX-CB15 T/G:.876 INV E:.54 EXISTING YDRANT 3.17m - mm EXISTING STORM MANOLE AND CATCBASIN EXISTING STORM NETWORK 47 WINDSOR DRIVE EXISTING 45mm DIA. TREE EXISTING TREE EXISTING MANOLES TO BE ALONG MAE STREET SOUT mm EX-CB16 T/G:.1 INV S:.38 SANM 11 T/G:.9 INV S:.61 INV W:.6 INV N: m - mm 1.% EX-CB17 T/G:.145 INV S:.87 INV N: m - mm 1.% STREET LIGT AND RELOCATED AS PER DWG. PP. EXISTING NETWORK AND WATERMAIN EX-CB18 T/G:.3 INV N:. EXISTING TREE SANM 13 T/G:.14 INV S:.5 INV N:.17 EXISTING TREE BRUS TO BE BY OTERS EXISTING 55mm DIA. TREE MAE STREET SOUT EXISTING TREE 51.61m - mm 4.% 69.77m - mm 8.% EXISTING 6mm DIA. TREE EXISTING PIPE NETWORK AND WATERMAIN NETWORK EXISTING YDRANT EXISTING YDRO POLE ANCORS TO BE RELOCATED BY OTERS P SANM 1 T/G:. INV N:.74 1 TE LOCATION OF ALL STRUCTURES ON TIS AN ARE APPROXIMATE AND ARE TO BE USED FOR REFERENCE ONLY. TE STRUCTURES. TE TOWN OF LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1A-MAE\18-1A-REM.dwg, OTTED APR 18, 18-1:35PM BY USER INTON ISSUED FOR TENDER APR 16/18 1 ISSUED FOR REVIEW MAR /18 1: CECKED PM APR 16/18 REMOVALS MAE STREET RECONSTRUCTION

4 +8 + P EXISTING PEDESTAL m - 3mm 1.4% m - 3mm 1.4% 8.m - mm 1.4% ASPALT CB-13 T/G:.53 INV W:.85 INV E:.85 3.m 1.5% P YCB-1 T/G:.4 INV E:. 1.4%.48% 1.% TYPICAL SWALE (N.T.S) B- ROCK =.19 8.m - mm Ø 1.4% EXISTING GRADE 4% mm MIN 3:1 MAX SLOPE (4:1 PREFERRED) 3X15 REDUCER 3X3 TEE Ø mm TER WA 5mm STM IN MA 1.1% B-3 ROCK = 86.5 B-1 ROCK = TO AVE DROP PIPE PER OPSD 3.1 INV= :1 MAX SLOPE (4:1 PREFERRED) 8.m - 3mm Ø 1.4% 45 BEND 19.87m - 37 E EXISTING GRAD.m - 375mm Ø 1.% BEND.5m 3.% PROPOSED FIRE YDRANT WATERMAIN TO CROSS ABOVE EXISTING AND INSULATED 3.% SWALE. SEE PP1 P VPI STA: +16. ELEV:.69 SANM- T/G=.9 STMM-1 T/G=.34 VPI STA: ELEV:.34 SANM-18A T/G=.3 STMM-11 T/G=.568.m - mm Ø 1.% VPI STA: +14. ELEV:.44 VPI STA: +1.4 ELEV:.1 6 SERVICE LATERALS TO BE LOCATED DURING CONSTRUCTION PROPOSED FIRE YDRANT.3m 1.45% YCB-11 T/G:.41 INV E:.85 8.m - mm 1.4%B-3 SANM- T/G:. INV S:.9 INV N:.6 B- CONC. PATWAY pthwy. 3.% MATCPOINT - SEE PP STA % mm S m mm S.3m 1.45%.% ASPALT P - CB-1 T/G:.863 INV E: m -.m - mm 1.% ET WEST CB-11 T/G:.619 PROPOSED.5 BEND INV E:.1 PROPOSED 3mm X mm REDUCER KING STR E MINIMUM.5m BARREL TO BARREL SEPARATION DISTANCE FROM TO WATERMAIN PER MOE F m - 375mm 1.% 11 9% +4 PATWAY PROPOSED FIRE YDRANT PROPOSD.5 BEND ASPALT ASPALT CONC. PATWAY CONC. PATWAY 3.% CONC. PATWAY CONC. PATWAY STMM-1 T/G:.34 INV S:. INV N:. SANM 18 T/G:.17 INV NE:86.6 INV W:86.8 ASPALT EX. CB T/G= SAN m T/G: INV SW:85. SANM-18A mm ST M@ 8. INV E: % T/G: INV S:87.81 m + - INV NW: % m m ms SA m B m 1. 3 % 68.4m - 75m m ST 3 PROPOSED MAILBOX RELOCATION STMM-11 T/G:.568 INV S:87.71 INV N:86.8 PROPOSED 3mm X 3mm X 3mm TEE 15 INV.S: 86.6 STMM T/G:.17 INV W:86.3 INV E: LIMIT OF RECONSTRUCTION STA. + CORE INTO MANOLE WIT A KOR-N-SEAL CONNECTOR OR EQUIVALENT FOR WATERTIGT SEAL mm 1.1% TE LOCATION OF ALL STRUCTURES ON TIS AN ARE APPROXIMATE AND ARE TO BE USED FOR REFERENCE ONLY. TE STRUCTURES. TE TOWN OF LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1B-OSBOURNE\18-1B-GRD-UPDATED.dwg, OTTED APR 18, 18-1:58PM BY USER INTON 375mm 1.% N=.6 S=.9 mm 1.% mm mm 1.4% N=. S=. STORM NE=86.6 W=86.8 S=86.9 E=86.7 W=86.3 SW=85. S=86.8 E=85.87 NW= N=86.8 S= S= m - 5mm 1.3% NE=86.6 W=86.8 3mm 1.4% 1: :5 CECKED PM APR 16/18 ISSUED FOR TENDER APR 16/18 1 ISSUED FOR REVIEW MAR /18 AN AND PROFILE - STA. + TO STA. +16 OSBOURNE STREET RECONSTRUCTION

5 N=.1 N=.8 S=.4 S= m - 3mm 1.4% 7 B-4 8.m - mm 1.4% 8.m - 3mm 1.4% P P 3.m - 3mm 1.83% 3.m - mm SERVICE LATERALS TO BE LOCATED DURING CONSTRUCTION SWALE. SEE PP1 CB-14 T/G:.7 INV E:.57 YCB-13 T/G:.3 INV W:.83 YCB-14 T/G:. INV E:.69 17m 3.5% CB-16 T/G:.934 INV W:.58 ASPALT CB-15 T/G:.3 INV E:.53 PROPOSD FIRE YDRANT B-4 ROCK =. 8.m - mm 1.4% 3.m - mm VPI STA: +16. ELEV: % VPI STA: +17. ELEV:.84.% SANM-19 T/G=.43 STMM-13 T/G=.485 SANM-19A T/G=.1 STMM-14 T/G= % VPI STA: +3. ELEV:.16 WATERMAIN TO CROSS ABOVE PROPOSED CATCBASIN LATERAL. PIPE TO BE INSULATED 3.m - mm Ø 3.m - 3mm Ø 1.83% mm Ø 3mm Ø 1.83% N=.63 N=. 93 STORM E= TE LOCATION OF ALL STRUCTURES ON TIS AN ARE APPROXIMATE AND ARE TO BE USED FOR REFERENCE ONLY. TE STRUCTURES. TE TOWN OF LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1B-OSBOURNE\18-1B-GRD-UPDATED.dwg, OTTED APR 18, 18-1:59PM BY USER INTON MATCPOINT - SEE PP1 STA OSBOURNE MATCPOINT - SEE PP STA STORM E= % 1.77% B-5 ROCK =.45 B-6 ROCK =.4.9% VPI STA: +. ELEV:.41 B-7 B-5 B P P PROPOSED.5 BENDS PROPOSED.5 BEND P P MATCPOINT - SEE PP STA. +3 ISSUED FOR TENDER APR 16/18 1 ISSUED FOR REVIEW MAR /18 WINDSOR DRIVE LIMIT OF ROAD RECONSTRUCTION STA. +93 WATERMAIN LOOPING TO CONTINUE TO MAE STREET SOUT. SEE DRAWING PP3 11 1: :5 CECKED PM APR 16/18 AN AND PROFILE - STA. +16 TO STA. +3 OSBOURNE STREET RECONSTRUCTION MATCPOINT - SEE PP STA. +3

6 MATCPOINT - SEE PP STA B-7.5 BENDS WINDSOR DRIVE 11.5 BENDS B MAE STREET SOUT VPI STA: +. ELEV:.41 B-7 ROCK = % B-8 ROCK =. WATERMAIN TO CONNECT AND LOOP TO MAE STREET 15mm Ø WATERMAIN STORM TE LOCATION OF ALL STRUCTURES ON TIS AN ARE APPROXIMATE AND ARE TO BE USED FOR REFERENCE ONLY. TE STRUCTURES. TE TOWN OF LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1B-OSBOURNE\18-1B-GRD-UPDATED.dwg, OTTED APR 18, 18-1:59PM BY USER INTON ISSUED FOR TENDER APR 16/18 1 ISSUED FOR REVIEW MAR / CECKED PM 1: :5 APR 16/18 WATERMAIN LOOPING AN AND PROFILE - STA. +3 TO STA. +37 OSBOURNE STREET RECONSTRUCTION

7 . pthwy KING STREET WEST 63.m - 5mm 71.m - 75mm STMM T/G:.17 INV W:86.3 INV E:86.7 EXISTING 3mm Ø WM EX. CB T/G= MAILBOX AND RELOCATED (SEE PP1) EXISTING TREE CB15 T/G:.44 INV W:..3m - 15mm CB14 T/G:.356 INV E:.15 INV SW:.6 EXISTING TREE 1. ALL SERVICE LATERALS WILL BE AND REACED TO PROPERTY LINE 68.4m - 75mm SAN 3 T/G:.164 INV SW:85. INV E: m - 5mm 1.3% CB1 T/G:.43 INV S:.31 INV N:.37 EXISTING 3mm Ø WM 31.78m - 5mm -.% SANM 18 T/G:.17 INV S:87.73 INV NE:86.6 INV W: m - 45mm -7.8% GA SIGN AND RELOCATED (SEE PP1) NETWORK TO BE STORM LATERAL FROM CATCBASIN TO BE CAPPED AND ABANDONED YDRANT 585 EXISTING SIDEWALK TO BE EXISTING YDRO POLE ANCORS TO BE RELOCATED BY OTERS P.m - mm 1.5% 1 NETWORK ALONG EXISTING STORM NETWORK 131.7m - 5mm 1.3% SANM T/G:.333 INV S:.9 INV N:.9 EXISTING YDRANT AND VALVE 6 STORM NETWORK EXISTING CATCBASIN AND CONCRETE PAD CB13 T/G:.71 INV S:. INV NE:. INV N: m - 3mm NETWORK ALONG.71m - mm 1.43% P P P EXISTING SERVICES COULD NOT BE LOCATED 41 AND 43 MAE STREET EXISTING STORM PIPE NETWORK EXISTING SERVICES COULD NOT BE LOCATED EXISTING TREE EXISTING STAIRCASE NETWORK ALONG EXISTING STORM PIPE NETWORK m - 5mm 3.93% CB16 T/G:. INV N:.69 SANM 19 T/G:.867 INV N:.44 7 EXISTING SIDEWALK TO BE EXISTING BRUS ON ILL TO EXISTING ASPALT BE BY OTERS SPILLWAY TO BE EXISTING YDRANT.71m - mm 1.43% P EXISTING SERVICES COULD NOT BE LOCATED P EXISTING CATCBASIN P P P EXISTING SIDEWALK TO BE EXISTING YDRO POLE ANCORS TO BE RELOCATED BY OTERS P WINDSOR DRIVE 6 TE LOCATION OF ALL STRUCTURES ON TIS AN ARE APPROXIMATE AND ARE TO BE USED FOR REFERENCE ONLY. TE STRUCTURES. TE TOWN OF LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1B-OSBOURNE\18-1B-REM.dwg, OTTED APR 18, 18-1:17PM BY USER INTON ISSUED FOR TENDER APR 16/18 1 ISSUED FOR REVIEW MAR /18 1: CECKED PM APR 16/18 REMOVALS RECONSTRUCTION

8 6 EXISTIN 65 PROPOSED YDRANT AS CB-1 T/G:. INV E:. STMM-115 T/G:.383 INV E:.64 ASPALT PROPOSED YDRANT mm Ø EXISTING AIN WATERM 15mm Ø EXISTING SANM-9A T/G:.363 INV W:87.63 INV E:87.63 PROPOSED mm X 15mm REDUCER CONNECT TO EXISTING INFRASTRUCTURE INV=.7 CONNECT TO EXISTING WATERMAIN +14 B ASPALT ASPALT 615 ASPALT CONC. PATWAY +1 SANM-9 T/G:. INV S:87.86 INV W:87.55 INV N: m - mm 16.11m - 55mm 1.5% TICB-11 T/G:.159 INV E:.77 SANM-14-A T/G:.1 INV S:86.76 INV NW: B-5 ASPALT REFER TO DRAWING PP MATC LINE - STA m - mm CB-11 T/G:.13 INV E:87.7 G PROPOSED (SEE TYPICAL SWALE) ASPALT G 5m m Ø SA N 5mm Ø W ASPALT PATWAY STEEL STREET EXISTING m M SANM 14 T/G:.676 INV E:86.55 mm m - 6mm 1.6% +B-6 SAN AS G PROPOSED 1.5% (SEE TYPICAL SWALE) ASPALT AS G 1.47m - 6m m 3. % ASPALT PATWAY CB-115 T/G:.457 INV W:.66 CB-18 T/G:.15 INV W:.75 AS G ASPALT WM 3mm Ø STMM-11 T/G:.7 INV S:87.34 INV N:87.34 TICB-1 T/G:.16 INV W:.77 MAIN TO BE RELOCATED AROUND CATCBASIN STMM-1 T/G:.33 INV S:.35 INV W:.4 INV N:.1 CB-17 T/G:.6 INV W:.61 EX. CB T/G= MAIN TO BE RELOCATED AROUND DUAL INLET CATCBASINS 5 STMM T/G:.66 INV W:86.43 INV E:86.43 INV.S= % 1.% PROPOSED WATERMAIN CROSSING BETWEEN STORM AND WATERMAIN. MIN..5m CLEARANCE BETWEEN STORM AND WATERMAIN. STMM T/G=.71 VPI STA: ELEV:.45 VPI STA: ELEV:.36.49%.5% TYPICAL SWALE (N.T.S) 1.33% B#4 ROCK =.3 EXISTING GRADE EXISTING GRADE SANM-14-A T/G=.19 STMM-11 T/G=.7 SANM 14 T/G=.68 VPI STA: ELEV:.69.59% B#5 ROCK=.4 SANM-9 T/G=.3 STMM-1 T/G=.33 VPI STA: ELEV:.49 15mm MIN 3:1 MAX SLOPE (4:1 PREFERRED) 3:1 MAX SLOPE (4:1 PREFERRED) ON STEEL STREET 4% 5.3.3m - 375mm PROPOSED mm X mm X mm TEE 74.5m - 6mm 1.6% B#6 ROCK = 8. C/L OF ROAD MAE STREET SOUT STA. +1 TO STA. +1 STA. +73 TO STA. +31 CROWNED ( SLOPE).3m - mm 1.5m 8.5m PAVEMENT 4.5m LANE P/L 4.5m LANE P/L CURB AND GUTTER PER OPSD 6.4 4mm L3 5mm L4 ON STEEL STREET 1.4 7m S mm - 6 % 5mm MIX PROPOSED WATERMAIN CROSSING BETWEEN STORM AND WATERMAIN. MIN..5m CLEARANCE BETWEEN STORM AND WATERMAIN. 74.5m - mm 1.6% 87 5mm MIX TAPER TO BACK OF SIDEWALK (MAX 5%) TAPER TO DEPRESSED CURB (MAX 5%) 87 6mmØ 1.6% +16.5m P/L 8.5m PAVEMENT 4.5m LANE mmø 1.6% C/L OF ROAD MAE STREET SOUT STA. + TO STA. +5.5m SUPER ELEVATION ( LEFT) 1.5m 4.5m LANE P/L CURB AND GUTTER PER OPSD 6.4 4mm L3 5mm L4 5mm MIX N=87.55 N=.1 S=87.86 S=.35 W=87.55 W=.4 6mmØ 3.% mmø 1.36% NW=86.73 N=87.34 S=86.76 S=87.34 STORM E=86.43 W=86.43 S= E=86.55 W=86.57 S= mm GRANULAR 'B' TYPE II COMPACT SUBGRADE TO % STANDARD PROCTOR DENSITY 5mm MIX TAPER TO BACK OF SIDEWALK (MAX 5%) mmø TAPER TO DEPRESSED CURB (MAX 5%) 375mmØ 3mm GRANULAR 'B' TYPE II COMPACT SUBGRADE TO % STANDARD PROCTOR DENSITY TE LOCATION OF ALL STRUCTURES ON TIS AN ARE APPROXIMATE AND ARE TO BE USED FOR REFERENCE ONLY. TE STRUCTURES. TE TOWN OF LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1A-MAE\18-1A-GRD.dwg, OTTED APR 18, 18-1:35PM BY USER INTON 1: :5 CECKED PM APR 16/18 ISSUED FOR TENDER APR 16/18 1 ISSUED FOR REVIEW MAR /18 AN AND PROFILE - STA. + TO STA. +16 MAE STREET RECONSTRUCTION

9 N=.4 S= m - mm 51.7m - mm 4.% 65.46m - mm 8.% +3.3m - 375mm 51.7m - 3mm 4.% 58.69m - 3mm 8.% B-3 B- B-1 PROPOSED 1.% (SEE TYPICAL SWALE) 3.% PROPOSED +3 B m - mm ASPALT PROPOSED YDRANT AS PATWAY CONC. ASPALT ASPALT AS AY ASPALT SANM-11 T/G:.9 INV S:.58 INV W:.53 INV N:.5 PROPOSED mm X 15mm REDUCER EXISTING 15mm Ø WATERMAIN EXISTING mm Ø STMM-13 T/G:.11 INV S:.4 INV N:.4 CB-13 T/G:.661 INV E:.51 SANM-11A T/G:.1 INV E:.6 ASPALT ASPALT CB-14 T/G:.7 INV E:.4.5 BENDS PROPOSED WATERMAIN TO CONNECT TO EXISTING WATERMAIN ON ILLSIDE DRIVE ASPALT CB-11 T/G:.3 INV W:. CB-15 T/G:.931 INV E:.57 CB-16 T/G:.747 INV W:.9 USE LONG SWEEPING BENDS AND CONNECT TO AT SANM-13 T/G:.1 INV S:.85 INV N:.1 PROPOSED YDRANT STMM-14 T/G:.55 INV S:.58 INV N:.58 STMM-15 T/G:.6 INV N:.83 SANM-1 T/G:.876 INV N:.7 mm Ø 4.% 3mm Ø 4.% N=.58 S=.58 N=.5 S=.58 W=.53 N=.1 S= PROPOSED mm X mm X mm TEE PROPOSED 51.7m - 3mm 4.%.3m - 375mm 51.7m - mm 4.%.3m - mm PROPOSED mm Ø ON ILLSIDE DRIVE B#3 ROCK = 86.5 STORM SANM-13 T/G=. STMM-14 T/G=.55 3.% VPI STA: +1.3 ELEV:. SANM-11 T/G=. STMM-13 T/G=.11.77% m - 3mm 8.% 65.46m - mm 8.% VPI STA: +54. ELEV:.3 1.3% PROPOSED mm WATERMAIN STMM-15 T/G=.6 SANM-13 T/G=. SANM-1 T/G=. VPI STA: ELEV:.11 B#1 ROCK =.68 B# ROCK =.51 STORM N=.58 S=.58 mm Ø 8.% 3mm Ø 8.% N=.83 N=.1 S=.85 N= TE LOCATION OF ALL STRUCTURES ON TIS AN ARE APPROXIMATE AND ARE TO BE USED FOR REFERENCE ONLY. TE STRUCTURES. TE TOWN OF LOCATION: X:\Project Management\Capital Works\In-ouse\CAD\17\RDS-18-1-MAEANDOSBOURNE\18-1A-MAE\18-1A-GRD.dwg, OTTED APR 18, 18-1:36PM BY USER INTON MATC LINE - STA REFER TO DRAWING PP1 49 CONNECT TO PROPOSED LOOPING TO PROPOSED.5 ELBOW PROPOSED 45 ELBOW ISSUED FOR TENDER APR 16/18 1 ISSUED FOR REVIEW MAR /18 WIND +34 1: :5 CECKED PM APR 16/18 AN AND PROFILE - STA. +16 TO STA MAE STREET RECONSTRUCTION

GENERAL PLAN OF SERVICING

No. REVISIONS By 400 333 Preston Street GENERAL PLAN OF SERVICING 38158 100 T UTILITY LEGEND TRANSFORMER SERVICING LEGEND SANITARY MANHOLE C/W IDENTIFICATION TRANSFORMER C/W CONCRETE WINGS SANITARY SEWER