TRENCH DETAILS MAXIMUM ALLOWABLE TRENCH WIDTH REFER TO STD. DWG. T-4 AND T-4A, SECTION 4.28 AND 4.29 FOR PAVEMENT RESTORATION DETAILS. (MIN.

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1 UNTRVELLED RES TRVELLED RES MXIMUM LLOWBLE TRENCH WIDTH d/2+375+h/10 d/2+375+h/ REFER TO STD. DWG. T-4 ND T-4, SECTION 4.28 ND 4.29 FOR PVEMENT RESTORTION DETILS. REFER TO SECTION 4.27 FOR SURFCE RESTORTION. ROD STRUCTURE RESTORTION TO SECTION G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-1 H 100 (MINIMUM) (MINIMUM) IN ROCK EXCVTION. 1. LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. d d = OUTSIDE DIMETER MX. d+600 MIN. d+ (MINIMUM) (MXIMUM) PPROVED IMPORTED GRNULR FILL COMPCTED TO 95% MODIFIED PROCTOR DENSITY UNLESS OTHERWISE SPECIFIED ON THE CONSTRUCTION DRWINGS. REFER TO SEC 4.19 VERTICL TRENCH TO EXTEND 100 BOVE TOP OF PIPE. COMPCTED GRNULR PIPE BEDDING TO SECTION PIPE ZONE TRENCH DETILS Created: OCT 2012 Dwg No: T-1

2 STORM SEWER TO BE DEFLECTED ROUND SNITRY SEWER MNHOLES. STORM SEWER SNITRY SEWER G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-2 SURFCE RESTORTION TO SECTION 4.27 PPROVED IMPORTED GRNULR FILL COMPCTED TO 95% MODIFIED PROCTOR DENSITY UNLESS OTHERWISE SPECIFIED ON THE CONSTRUCTION DRWINGS REFER TO SECTION 4.19 VERTICL TRENCH TO EXTEND 100 BOVE TOP OF PIPE. D,d = OUTSIDE DIMETER UNTRVELLED RES (MX.) MXIMUM LLOWBLE TRENCH WIDTH D+d+900+H/10 D d D+d+900 (MX.) D+d REFER TO STNDRD DRWING T-1 FOR DDITIONL TRENCH DETILS. 2. LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. TRVELLED RES D+d+900+H/10 REFER TO STD. DWG. T-4 ND T4-, SECTION 4.28 ND 4.29 FOR PVEMENT RESTORTION DETILS. ROD STRUCTURE RESTORTION TO SECTION H 100 (MINIMUM) (MINIMUM) IN ROCK EXCVTION. COMPCTED GRNULR BEDDING TO SECTION SNITRY & STORM SEWER IN COMMON TRENCH Created: OCT 2012 Dwg No: T-2

3 REFER TO STD. DWG. T-4 ND T-4, SECTION 4.28 ND 4.29 FOR PVEMENT RESTORTION DETILS SURFCE RESTORTION TO SECTION 4.27 CONTROLLED DENSITY FILL TO SECTION 4.24 H G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-3 d = OUTSIDE DIMETER 1. REFER TO STNDRD DRWING T-1 FOR DDITIONL TRENCH DIMENSIONS ND DETILS. 2. LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN (MINIMUM.) (MINIMUM) IN ROCK EXCVTION. d (MX.) PIPE ZONE. COMPCTED GRNULR BEDDING MTERIL TO SECTION CONTROLLED DENSITY FILL IN PVED SURFCE RE Created: MY 1996 Dwg No: T-3

4 TEMPORRY RESTORTION PERMNENT RESTORTION COLD OR HOT-MIX SPHLT 50 HOT-MIX SPHLT TO MTCH EXISTING 50 CUT SPHLT BCK FROM TRENCH WLL. FOR BCKFILLING ND COMPCTION REFER TO SECTION 4.19 FOR ROD STRUCTURE RESTORTION REFER TO SECTION 4.27 G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-4 LTERNTIVE 1 - STRIGHT CUT 1. REFER TO STNDRD DRWING T-1 FOR DDITIONL TRENCH DIMESIONS ND DETILS. 2. LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. PERMNENT RESTORTION HOT-MIX SPHLT TO MTCH EXISTING 50 CUT SPHLT BCK FROM TRENCH WLL T 45 MILLED BEVEL FOR ROD STRUCTURE RESTORTION REFER TO SECTION 4.27 LTERNTIVE 2 - BEVEL CUT PVEMENT RESTORTION TYPE 1 (SPHLT THICKNESS < 75mm) Created: PR 2016 Dwg No: T-4

5 WHERE THICKNESS OF EXISTING.C. PERMITS, GRIND, TCK COT ND OVERLY OR PPROVED LTERNTIVE G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-4 CUT SPHLT BCK FROM TRENCH WLL. FOR BCKFILLING ND COMPCTION REFER TO SECTION 4.19 HOT-MIX SPHLT TO MTCH EXISTING OR 75 WHICHEVER IS GRETER. PERMNENT RESTORTION 1. REFER TO STNDRD DRWING T-1 FOR DDITIONL TRENCH DIMESIONS ND DETILS. 2. LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. 35 FOR ROD STRUCTURE RESTORTION REFER TO SECTION PVEMENT RESTORTION TYPE 2 (75mm MINIMUM THICKNESS) Created: OCT 2012 Dwg No: T-4

6 SPHLT TOP LIFT CUTLINE MNHOLE COVER & FRME CUTLINE min min FINISH GRDE CONCRETE ENCSEMENT SUPPORT DETIL G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-4B MNHOLE COVER & FRME DIRECTION OF TRVEL CUT LINE SQURE CUT PLN VIEW 1. COVER MNHOLE WITH BUILDING PPER ND CONSTRUCTION SPHLT CONCRETE BSE COURSE ND WERING COURSES. 2. SW CUT SQURE EXCVTING ROUND MNHOLE mm MIN FROM MNHOLE FRME. 3. RISE MNHOLE COVER ND FRME TO FINISH GRDE. 4. PPLY TCK COT TO EDGES OF EXISTING PVEMENT BEFORE INSTLLING PTCH. 5. FINISH JOINT WITH SPHLT SEL ND SND. 6. REFER TO STNDRD DRWINGS S PER RELEVNT SECTIONS 5, 6, OR 7 FOR OTHER MNHOLE REQUIREMENTS. 7. ONLY PRODUCTS PPROVED BY THE CITY ENGINEER ND LISTED IN THE CITY OF NNIMO PPROVED PRODUCT LIST WILL BE CCEPTED FOR INSTLLTION. 8. REFER TO STNDRD DRWING T-1 FOR DDITIONL TRENCH DIMENSIONS ND DETILS. 9. LL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE. min PVEMENT RESTORTION SPHLT CUTTING FOR MNHOLE Created: NOV 2012 Dwg No: T-4B

7 500 WIDTH OF CROSSING (SEE SKETCH BELOW FOR DEFINITION) SPLIT EVENLY BOTH SIDES OF CROSSING 500 CONCRETE 20 MPa T 28 DYS WTERMIN BELL TYPE COUPLING ELEVTION G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-5 WHERE POSSIBLE, NO WTERMIN PIPE JOINTS WITHIN CONCRETE ENCSEMENT. SECTION - WTERMIN WIDTH OF CROSSING PLN 3.0m WTERMIN SEWER 1. USE OF CONCRETE ENCSEMENT WHERE MINISTRY OF HELTH'S MINIMUM WTER/SEWER SEPRTION OFFSET CNNOT BE MET, REQUIRES PPROVL BY THE MINISTRY OF HELTH. 2. FOR PIPE PROTECTION WITH CONCRETE REFER TO STNDRD DRWING T LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. 3.0m CONCRETE ENCSEMENT FOR WTERMIN \ SEWER SEPRTION Created: OCT 1993 Dwg No: T-5

8 SECTION LENGTH S SPECIFIED BY THE ENGINEER OR S SHOWN ON CONSTRUCTION DRWINGS 500 G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-6 CONCRETE 20 MPa T 28 DYS 1. THE REQUIREMENT FOR CONCRETE PIPE PROTECTION SHLL BE DETERMINED BY THE ENGINEER. DIMENSIONS SHOWN RE MINIMUM REQUIREMENTS ND SHLL BE MODIFIED TO SUIT PIPE LODING CONDITIONS. 2. USE OF CONCRETE BEDDING OR HUNCHING SHLL NOT BE PERMITTED ON PVC OR OTHER FLEXIBLE PIPE MTERILS. 3. LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. ELEVTION LTERNTIVE 1 - ENCSEMENT 1000 LTERNTIVE 2 - PROTECTIVE SLB FLEXIBLE COUPLING CONCRETE (20 MPa T 28 DYS MIN.) REBR 200 c/c MIN.) OF UNDISTURBED SOIL COMPCTED GRNULR BEDDING PIPE PROTECTION WITH CONCRETE Created: OCT 1993 Dwg No: T-6

9 51.8 CPPED UTC/UGH STUBS TO BE PLCED WITHIN STD CONCRETE SERVICE BOX TYPE 66 (PROPERTY LINE) LTERNTE GS SERVICE LOCTION (TO METER ON HOUSE) (PROPERTY LINE) GS ±3.0 G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-7 HYDRO, TEL & CBLE PRIVTE UTILITY SERVICE BOXES SEE STD. DWG. T-10 FOR DETIL D 3.0m S 2.4m W 1.2m W 1.2m 1. SNITRY ND STORM SEWER SERVICES TO BE INSTLLED ON THE LOWER SIDE OF THE LOT, ND WHERE POSSIBLE, SHLL BE FROM THE THE FRONT PROPERTY LINE 2. POLE RESERVE, IF REQUIRED, TO BE T LTERNTE LOT CORNER TO WTER SERVICES. 3. GS SERVICES SHLL BE 1.0m MINIMUM SEPRTION FROM SNITRY, STORM ND WTER UTILITIES. 4. LL DIMENSIONS IN METERS UNLESS OTHERWISE SHOWN. 5. CPPED UTH/UGH STUBS MUST BE PLCED WITHIN STNDRD CONCRETE SERVICE BOX TYPE 66. UTC / UGH STORM SNITRY WTER GS TYPICL LOCTION OF SERVICE CONNECTIONS TO RESIDENTIL VCNT LOTS Created: OCT 2012 Dwg No: T-7

10 DETIL OF DRIN PIPE MINLINE PIPE FILTER CLOTH (COVER ROCK BEDDING COMPLETELY) 100Ø DRINPIPE TO STORM SEWER OR DYLIGHT. 19mm CLEN CRUSHED DRIN ROCK 100Ø SDR-28 PVC PERFORTED DRIN PIPE 100Ø SOLID SDR-28 PVC PIPE mm CLEN CRUSHED ROCK 20 MPa T 28 DYS CONCRETE SECTION - LTERNTIVE 1 FOR USE IN TILLS ND OTHER STBLE, WELL COMPCTED NTIVE MTERILS. PROFILE NOTE: MINLINE PIPE & FILTER CLOTH NOT SHOWN FOR CLRITY. DETIL OF DRIN PIPE G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-8 MINLINE PIPE 19mm CLEN CRUSHED ROCK SECTION B-B 1. IF PPROVED BY THE ENGINEER, IN RES INCCESSIBLE BY CONSTRUCTION EQUIPMENT, WET, PRE-MIXED CONCRETE FILLED SNDBGS MY BE USED. 2. REFER TO SECTION 4.18 FOR TRENCH DM SPCING. 3. PROVIDE TRENCH DRINGE TO N CCEPTBLE WTERCOURSE OR STORM COLLECTION SYSTEM FROM EVERY TRENCH DM. HIGHEST END OF THE TRENCH DM DRIN PIPE SHLL BE CPPED. 4. LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. 5. LL PIPE TO BE SDR-28 PVC. FILTER CLOTH (COVER ROCK BEDDING COMPLETELY) 100Ø DRINPIPE TO STORM SEWER OR DYLIGHT mm CLEN CRUSHED DRIN ROCK 20 MPa T 28 DYS CONCRETE LTERNTIVE 2 FOR USE IN CLEN GRVELS, SNDS ND OTHER LOOSE, PERMEBLE NTIVE MTERILS. mm Ø SDR-28 PVC PERFORTED DRIN PIPE PROFILE 900 B B TRENCH DM KEYED IN TO TRENCH WLL ON SOFT SOIL CONDITIONS. 100mm SOLID SDR PVC DRIN PIPE 28 NOTE: MINLINE PIPE & FILTER CLOTH NOT SHOWN FOR CLRITY. TYPE 1-PLN VIEW 100Ø SOLID SDR-28 PVC PIPE UTILITY MIN 100mm SOLID SDR-28 PVC DRIN PIPE 1m-100mm PERFORTED DRIN PIPE TRENCH DMS - TYPE 1 FOR LL UTILITY MINS Created: OCT 2012 Dwg No: T-8

11 MINLINE STORM PIPE 19mm CLEN CRUSHED ROCK SECTION - FILTER CLOTH (COVER ROCK BEDDING COMPLETELY) 100Ø DRINPIPE TO STORM SEWER OR DYLIGHT. 19mm CLEN CRUSHED DRIN ROCK CP 20 MPa T 28 DYS CONCRETE LTERNTIVE 1 FOR USE IN TILLS ND OTHER STBLE, WELL COMPCTED NTIVE MTERILS. DETIL OF DRIN PIPE 1000 PROFILE 100Ø SDR-28 PVC PERFORTED DRIN PIPE 100Ø SOLID SDR-28 PVC PIPE NOTE: MINLINE PIPE & FILTER CLOTH NOT SHOWN FOR CLRITY. DETIL OF DRIN PIPE G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-8 MINLINE STORM PIPE 19mm CLEN CRUSHED ROCK SECTION B-B 1. IF PPROVED BY THE ENGINEER, IN RES INCCESSIBLE BY CONSTRUCTION EQUIPMENT, WET, PRE-MIXED CONCRETE FILLED SNDBGS MY BE USED. 2. REFER TO SECTION 4.18 FOR TRENCH DM SPCING. 3. PROVIDE TRENCH DRINGE TO N CCEPTBLE WTERCOURSE OR STORM COLLECTION SYSTEM FROM EVERY TRENCH DM. HIGHEST END OF THE TRENCH DM DRIN PIPE SHLL BE CPPED. 4. LL DIMENSIONS IN MILLIMETERS UNLESS OTHERWISE SHOWN. 5. LL PIPE TO BE SDR-28 PVC. FILTER CLOTH (COVER ROCK BEDDING COMPLETELY) 100Ø DRINPIPE TO STORM SEWER OR DYLIGHT MPa T 28 DYS CONCRETE LTERNTIVE 2 19mm CLEN CRUSHED DRIN ROCK CP FOR USE IN CLEN GRVELS, SNDS ND OTHER LOOSE, PERMEBLE NTIVE MTERILS. TRENCH DM KEYED IN TO TRENCH WLL ON SOFT SOIL CONDITIONS. mm 1000 PROFILE STORM SEWER MIN 100Ø SDR-28 PVC PERFORTED DRIN PIPE 900 B B TYPE 2-PLN VIEW NOTE: MINLINE PIPE & FILTER CLOTH NOT SHOWN FOR CLRITY. 100mm PERFORTED DRIN SDR-28 PVC PIPE MY BE TIED INTO STORM MIN WHEN GRDE LLOWS CP 100Ø SOLID SDR-28 PVC PIPE 100mm SOLID SDR-28 PVC DRIN PIPE 1m-100mm PERF. PIPE TRENCH DMS - TYPE 2 OPTIONL FOR STORM SEWER MINS Created: OCT 2012 Dwg No: T-8

12 PL G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T NOTE: 1. LL DIMENSIONS RE IN MILLIMETERS UNLESS OTHERWISE SHOWN. 2. REFER TO UTILITY CONSTRUCTION DRWINGS FOR DUCT SIZE ND OTHER CONSTRUCTION REQUIREMENTS. 3. LL UTILITIES SHLL BE TRCEBLE ELECTRONICLLY TEL (O.D. = 110) CBLE (O.D. = 85) HYDRO (O.D. = 85) HYDRO (O.D. = 85) HYDRO (O.D. = 85) TRENCH MRKER TPE BEDDING SND STREET LIGHT (O.D. = 50) PRIVTE UTILITIES UNDERGROUND ELECTRICL COMMON TRENCH DETIL Created: MY 2001 Dwg No: T-9

13 PPROXIMTE DIMENSIONS (mm) UNDERGROUND ELECTRICL SERVICE RE (2.00 x 3.50 MIN.) P L 1.0 MIN HYDRO 0.7 MIN TEL 0.4 MIN CBLE 0.15 HYDRO BOX TEL BOX CBLE BOX : 750Ø : 750x1000 : 750x PROPERTY LINE 0.80 TEL CBLE G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T HYDRO NOTE: 1. REFER TO SECTION 9 - STREETS, TRFFIC SIGN ND MRKINGS FOR STREET LIGHT ND SIDEWLK OFFSETS. 2. FOR STREET LIGHT OFFSETS LESS THN 3.00m, HYDRNTS ND STREET LIGHT POLES SHLL NOT BE LOCTED WITH UNDERGROUND ELECTRICL SERVICES. 3. SERVICE BOXES SHLL HVE MINIMUM SEPRTION OF mm. 4. REFER TO UTILITY CONSTRUCTION DRWINGS FOR FURTHER DETILS. 5. LL UTILITIES SHLL BE TRCEBLE ELECTRONICLLY. 6. LL DIMENSIONS RE IN METRES UNLESS OTHERWISE SHOWN. CBLE TEL HYDRO STREET LIGHT SIDEWLK LTERNTE STREET LIGHT CONDUIT LOCTION mm BCK OF CURB, mm DEEP PRIVTE UTILITIES UNDERGROUND ELECTRICL TYPICL SERVICE BOX LOCTION Created: OCT 2012 Dwg No: T-10

14 B TRENCH WLL TRENCH WIDTH VRIES CONTROLLED DENSITY FILL EXISTING PIPE PROPOSED PIPE OR CONDUIT EXISTING PIPE PROPOSED PIPE OR CONDUIT WRPPED WITH BOND BREKER CONTROLLED DENSITY FILL B PLN G:\INFRSTRUCTURE PLNNING\STNDRDS & PRODUCTS\MOESS\EDITION NO11\FINL DRFT\FINL DRFT STNDRD CD DRWINGS\SECTION 4 DWGS\T-11 VRIES FINISHED GRDE EXISTING PIPE 'D' 'D' + MIN SECTION - CONTROLLED DENSITY FILL PROPOSED PIPE OR CONDUIT BEDDING SECTION B-B 1. LL DIMENSION IN MILLIMETERS UNLESS SHOWN OTHERWISE DETIL OF SUPPORT FOR EXISTING UTILITIES Created: MY 1998 Dwg No: T-11