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Supplementary Specifications and Detailed

1. Ov HOS bg 5 I i D bg 2 2 3SV8 313MONOO 22 lt a zz 4 4 002 052 1 di 3QqISNI 1N3A amp ik A AIR RELEASE VALVE OSI City of Coquitlam NOILO3S YJ0NN Q32VdS CIVOIdAL SMOlMB Y 3HSINIH AV L00009 30 ALD H3AO2 3 2 QHvONVIS 3LTIdA00 313HONOO IND 925 009 009 BY REVISIONS COQ W6 ME 96 N T S DESIGNED BY DRAWN BY ASK CHECKED BY SCALE FILE coq wB dwa FILE Coq w8 dwq 38x150 BRASS NIPPLE 600 C76 CL Il CONCRETE BARREL COMPLETE WITH STANDARD MANHOLE FRAME amp COVER MARKED CITY OF COQUITLAM WATER 4 BRICKS Typical SPACED EQUALLY UNDER BARREL SECTION 150 RIGID PLASTIC PIPE 38x50 THREADED REDUCER 50 RESILIENT SEAT GATE VALVE WITH SQUARE HEAD 50 BRASS PIPE THREADED TO FIT ELBOW AND CAP CONCRETE TO TOP OF CAP 50 BRASS ELBOW 90 CAP WITH 50 THREADED BORE TIE ROD TIE ROD 50 150 BRASS NIPPLES POLYETHYLENE SEAL UNDER VALVE FLANGES City of Coquitlam TYPICAL WATERMAIN BLOW OFF ASSEMBLY MEC AME EIE AA mese mam sa Revisions DATE CHECKED APPROVED BY SCALE
2. E g PRIMARY FIRE SIGNAL HEAD MOUNTING SIGNAL 8 ROUND HEAD CAD PLATED ROUND HEAD BOLTS C W NUTS amp LOCKWASHERS 300mm RED SIGNAL SECTION 200mm YELLOW SIGNAL SECTION SINGLE ARM BRACKET 1150 X 30 X 3 11Gu THICK GALVANIZED FLAT BAR SUPPORTS SECONDARY FIRE SIGNAL HEAD MOUNTING City of Coquitlam FIRE SIGNAL HEAD MOUNTING DETAILS Text changes Fire Truck Symbol 1 01 03 REVISIONS No DATE DESIGNED BY DRAWN BY mr CHECKED BY APPROVED BY SCALE DAE 91 0306 DRAWNG NO E_47 FILE 4848 18 12mm RIGID CONDULET STEEL POLE 20mm 12mm REDUCER BUSHING WELDED TO POLE BY POLE SUPPLIER LOCKNUT TYPICAL NIPPLE TO SUIT KEENE STONCO FIXTURE FITTING C W VPRC 10 CLEAR LEXAN GLOBE OR APPROVED EQUAL ME INCANDESCENT TRAFFIC SIGNAL LAMPS City of Coquitlam FIRE INDICATION LIGHTS Ss aa DESIGNED 8 PWN B eov Er gt cis TRAFFIC CONTROLLER CABINET SEAL ALL AROUND WITH SILICONE B C TEL BOX SEE DWG 25 DOOR FRONT OF CONTROLLER R STEEL CONNECTOR 50mm R STEEL BEND AROUND CONTROLLER BASE AND UP SIDE OF CONTROLLER TO TEL BOX CONCRETE CONTROLLER BASE GROUND LEVEL 575777577 R STEEL R PVC ADAPTOR 50mm
3. 0 6m SUBGRADE City of Coquitlam PROTECTION FENCING E manqa _ _ e NNNM oare DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SCALE NIS oct 24 97 coo mo3 Protective Fencing snow fencing should be secured by metal or wood stakes PeZ Flagging tape to M DRIPLINE K highlight protection area DM 9 ny ex n f 25 Es Nerd ROU RESTRICTED weainer signage UA BE AS eee N UM 0505 ya 7 5 is SS E S 1 0m protection orea hand excavate only no heavy machinery or storage City of Coquitlam TREE RETENTION GUIDELINE ei EE AEP ENCORE UNT hp REVISIONS am east CHECKED C JAPFROVED SCALE NIS DATE 22 27 DRAWNG NO 00 824 PLAN VIEW Maximum 25 on one side or no more than 332 of total Root pruning Tree trunk 1 2 1 8 limit varies minimum distance Ground plane see table Pruning cut Typicol ROOT PRUNING GUIDELINE This Not this This Not this Or this BRANCH PRUNING City of Coquitlam Root Pruning Guldeline Wasa sis aep fxpe Karu No FUE COQ R25 DESIGNED BY DRAWN BY ask CHECKED BY APPROVED BY SCALE WTS DATE 2 97 DRAWING NO
4. REMOVABLE WIRING INSIDE BRACKET BRACKETS SHALL BE 32mm DIA HOLE DRILLED BY THE MANUFACTURER AS PER IN BOTTOM BRACKET ONLY SPECIFICATIONS BOTTOM BRACKET City of Coquitlam SECONDARY amp PEDESTRIAN SIGNAL HEAD MOUNTING DETAILS FOR TOWN CENTRE STYLE SIGNALS DESIGNED BY 5 DRAVN BY CHECKED BY APPROVED BY _ SIGNAL HEAD BOLTS TENON FOR PLUMBIZER SEE DETAIL BELOW SIGNAL v SIGNAL HEAD SECTION LOCKING BOLTS ECONOLITE ADJUSTABLE ELEVATOR PLUMBIZER EXACT LOCATION TO BE DETERMINED BY ENGINEER ON SITE DRILL 25mm HOLE IN SIGNAL ARM FOR WIREWAY VIEW DRILL HOLES IN SIGNAL ARM TO CUT TO SUIT SUIT BOLTS 60 O D X 150 LONG GALV SIGNAL ARM City of Coquitlam OVERHEAD SIGN HEAD MOUNTING DETAIL FOR TOWN CENTRE STYLE SIGNAL POLES REVISIONS DESIGNED BY DRAWN BY RF CHECKED BY APPROVED BY FILE 4848 16 SCALE DATE DRAWING NO 1 05 06 fd 16 SPRING CUSHAN HANGER 750mm 1200mm FILE 4848 17 450mm dira 399 2222291 i 0000000000000 P dcin ARM SAFETY CABLE 1 COWL VISOR BS YELLOW BACKBOARD WITH 60mm YELLOW DIAMOND GRADE RETRO REFLECTIVE SHEETING BORDER WHITE DIAMOND GRADE RETRO REFLECTIVE SURFACE 1
5. Asphalt Concrete Paving age lt following specifications shall apply where Superpave ti s specified in the Contract Documents 2 1 Materials Add new clause 2 1 5 Asphalt Cement For Superpave volumetric mix design the asphalt cement shall meet or exceed Performance Grade PG 64 22 The asphalt supplier shall be required to submit test results conforming to the PG specifications documented technical data including softening curves on the asphalt must be supplied to the Contract Administrator Add new clause 2 1 6 Aggregates For Superpave volumetric mix design the following shall apply Source Aggregate Properties Source Aggregate Properties such as toughness soundness and deleterious materials shall be considered as acceptance criteria The criteria are listed below Property Criteria Procedure Toughness max 35 ASTM C131 Soundness 10 ASTM C88 Deleterious max 5 ASTM C142 Material The contractor shall provide a statement confirming the source compliance with the project specifications based on certified test data Page 6 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 2 Consensus Aggregate Properties Consensus Aggregate Properties such as coarse aggregate angularity fine aggregate angularity flat and elongated particles and clay content are evaluated in conjunction with traffic volume and position within the pavement structure The following design
6. os ee E CONNECTOR REDUCER 0 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SCALE NTS DATE yun 177 02 00 517 FILE Coq 218 d g M R STYLE VALVE BOX gt x x GROUND LEVEL RESILIANT SEAT GATE VALVE C W FLANGED CONNECTIONS SANITARY TYT x TYT x FL TEE 1 THRUST BLOCK SWING CHECK VALVE C W FLANGED CONNECTIONS THRUST BLOCK 0 3 SANITARY STUB TEMP PLUG AND THRUST BLOCK City of Coquitlam FORCEMAIN Service Connection Detail Eu ERE l minor text chos DESIGNED BY DRAWN CHECKED BY APPROVED BY SCALE NTS DATE ocr20 57 NO coq S18 2X4 MR STYLE VALVE BOX 4l HE 150mm RISER 0 9 1 2 PVC SDR 35 MAIL X COMP ADAPTOR DOUBLE STRAP SADDLE BRASS NIPPLE COMPRESSION CAP RESILIANT SEAT NOTCH RISER PIPE GATE VALVE OVER BRASS NIPPLE SETON 2 50 100 200 CONCRETE BRICKS City of Coquitlam Typical 50 mm Service mr ccu v REM DATE REVISIONS LY FILE Coq w2E dwq DESIGNED BY DRAWN BY ASK CHECKED BY See BY SCALE NIS DATE 18 07 97 DRAWING NO coq w2E 50 X 100mm STAKE PAINTED RED MR STYLE VALVE BOX 150mm PVC RISER PIPE DEPTH
7. DATE 21 97 NO coq wB STANDARD DETAIL DRAWINGS yr9 0 75 0 75 rai TZ lt 5 gt lt z t gt 2 z X x zr E TEM lt 45 Increase dimension g as nut oe required to provide adequate fig clearance between larger sewers and or manholes ROAD SIDEWALK AND BOULEVARD DIMENSIONS Vehicle Bike na 4 R P Street type oW width Curb width tones facility ee arking Boulevard Sidewal a b c d f g City Ateriat MRN t not desirable oce 270m 140 varies 5 545 000 08 pocket in blvd 2 2 7 2x2 0 5 25 4 75 with Bike Route 15 1m or MUP 2x2 7m s 14 0m m n a 215 000 TER pockal bivd 2x2 7m 244 2 220 525 475 1 Representative of mid block sections auxiliary lane s at intersections are not included Up to 5 0m of additional ROW may be required City Arterial MRN w o Bike Route 2 Bicycle facilities are to be implemented on designated routes in accordance with the Strategic Tronsportation Plan and OCP Neighborhood Plans as amended 3 Parking is for general guidance and in commercial retail areas only Parking may be restricted on one or both sides of the street for all periods or certain periods of the day at the discretion of the City 4 Utility corridor varies between sidewalk multi use pathway and property line Utility c
8. Delete last sentence Payment includes all applicable work described in 1 6 2 and will be made under Section 2725 1 5 2 And replace with Payment includes all applicable work described in 1 6 2 including riser pipe required and will be made at the unit price tendered for each inspection chamber installed Delete Clause 1 6 9 Tie ins to existing storm sewer systems will be paid as lump sums for each tie in shown on Contract Drawings and described on Form of Tender and replace with Tie ins to existing storm sewer systems to be incidental to the payment items for storm sewer Page 12 2 0 2 4 nm 5 8 2 5 11 SUPPLEMENTARY SPECIFICATIONS Products Spiral Rib Pipe Steel Service Connections Granular Pipe Bedding and Surround Material Revision Date July 24 2003 This section shall only apply where Spiral Rib Pipe Steel is specified in the contract plans and specifications 2 5 1 Replace 100 minimum diameter with 150 minimum diameter Delete Clause 2 5 8 Connections to ribbed PVC pipe to be made with a preformed tee or wye fitting when connection is up to two sizes smaller than mainline pipe For these pipes in situ installation of tees or wyes involving cutting across pipe ribs is not permitted For connections more than two sizes smaller than mainline pipe an insertable tee for ribbed PVC pipe is permitted When an insertable tee is used hole cut into mainline pipe to cut as few ribs as possible an
9. and add Prior approval of the Contract Administrator required for use of concrete pipe in sanitary sewer installations Add Clause 2 3 11 Service connections to existing mains shall be made with an extrusion molded PVC wye and approved couplings or where approved by the Contract Administrator by coring the mainline pipe and installation of an approved sewer saddle The contractor shall video inspect all connections to existing mains following completion of the installation Add Clause 2 3 12 Rubber couplings for gravity sewers shall have stainless steel shear bands along the body of coupling Add Clause 2 5 3 Pipe bedding shall be 19 mm clear crushed rock or as approved by the Contract Administrator Surround material above the springline within the pipe zone may be Type 2 Delete Clause 2 5 1 As shown on Contract Drawings and replace with Shall be Type or Type 2 as per Section 2226 2 7 1 Page 15 3 0 3 5 nN o SUPPLEMENTARY SPECIFICATIONS Execution Granular Bedding Chain Link Fences and Gates Product Materials Execution Installation of Fence Revision Date July 24 2003 Delete Clause 3 5 7 Use imported bedding when proposed work is installed through paved areas when native material is deemed unsuitable for backfill by Contract Administrator or when trench has been excavated in rock and replace with Bedding shall be Type or Type 2 as per Section 2226 2 7 1 Delete Cl
10. 11 14 15 16 17 18 24 25 26 29 39 40 41 42 43 44 45 Curb on Gravel Base Precast Reinforced Concrete Barrier for Sidewalk End Stairway Details Typical Handrail Details for Stairs Small Turf Pop Up On Triple Swing Joint Shrub Head Detail Valve In Head Rotor Isolation Valve Quick Coupling Valve Automatic Valve Rainbird P E B Series or Equivalent Irrigation Trench Details Controller Installation Pedestal Mount Controller Installation Wall Mount Double Check Assembly Model Watt 007QT 75 mm 2 Compound Meter Installation for Irrigation Only Junction Vault Details Concrete Clamshell Pedestrian Head Mountain Details Secondary amp Pedestrian Signal Head Mounting Details for Town Centre Style Signals Overhead Sign Head Mountain Detail for Town Centre Style Signal Poles Fire Signal Head Mountain Details Fire Indication Lights B C Tel Box on Side of Traffic Controller B C Tel Box Service Panel on the Side of Controller Detail Illuminated Street Name Sign Mounting Details Town Center Style Pedestrian Streetlight Pole Small Town Center Style Streetlight Poles Square Poles Large Town Center Style Traffic Signal Poles Tappered Poles Town Center Style Traffic Signal Posts Town Center Style Traffic Signal Poles Town Center Style Signal
11. 2731 1 0 1 6 4 bs t gt un 2732 2 0 SUPPLEMENTARY SPECIFICATIONS Sanitary Sewers General Measurement and Payment Products Concrete Pipe Service Connections Granular Pipe Bedding and Surround Material Sewerage Forcemains Products Granular Bedding and Pipe Surround Material Revision Date 24 2003 Clause 1 6 3 Delete last sentence Measurement for service connections will be for complete service installed with no regard to the length of the service pipe installed and replace with Service connections will be paid at the unit price bid per linear metre of service installed measured horizontally from the centreline of mainline to the capped end exclusive of length of riser or inspection chamber Connection to existing main and tie in of existing service connection at property line will be incidental to payment for service connection Payment includes scope defined in 1 6 2 Delete last sentence Payment includes all applicable work described in 1 6 2 and will be made under Section 2725 1 5 2 and replace with Payment includes all applicable work described in 1 6 2 including riser pipe required and will be made at the unit price tendered for each inspection chamber installed Clause 2 1 1 Non reinforced concrete pipe and fittings to ASTM maximum diameter 675 mm strength class as shown on Contract Drawings designed for flexible rubber gaskets joints to ASTM 44
12. and replace with Valves 400 mm and larger to he butterfly valves 2 3 4 Delete Clause 2 3 4 Blowdown or Blow Olf Valves 50mm to AWWA C800 for working pressure 1035 kPa threaded ends 75 mm to 300 mm as specified for mainline gate valves and replace with Blowdown or Blow Off Valves 50 mm to 300 mm as specified for mainline gate valves Page 10 SUPPLEMENTARY SPECIFICATIONS Valves and Valve Boxes Service Connections Pipe Joints and Fittings Granular Pipe Bedding And Surround Material Execution Service Connection Installation Hydrants Connections to Existing Mains Revision Date 24 2003 Delete 2 3 6 1 1 and 2 3 6 1 2 and replace with Circular type to be MR Style valve box Delete 2 3 7 1 and 2 3 7 2 and replace with Service valve boxes shall be as shown in Standard Detail drawing W2b The circular type valve box shall be Nelson style PVC or cast iron in boulevard areas or MR Style in roadways Delete Clause 2 3 7 3 Curb stop valve boxes 300 mm from property line alternative on 19 mm dia to 50 mm dia services without operating rods to be assembled as specified for Mainline Valve Boxes 2 3 6 1 2 and 2 3 6 2 and replace with Curb stop valve boxes 300 mm from property line alternative on 19 mm dia to 38 mm dia services without operating rods to be assembled as specified for Mainline Valve Boxes 2 3 6 1 2 and 2 3 6 2 and shown on Standard Detail Drawing W2b Delete Clause 2 3 7 5 C
13. 1 0 1 2 CONCRETE THRUST BLOCK SERVICE PIPE TO RESILENT SEAT GATE VALVE FLANGE X HUB TIE ROD WATER MAIN FLANGED TEE FITTING OR TAPPING TEE City of Coquitlam Typical Service Connection 100mm Diameter and Greater K sss Da ENS CNET re bar FILE Coq w2F dwg DRAWN BY CHECKED BY APPROVED BY UWAOMddV YASNIONS OL NOLLV901 Jdid 1 3 40 3 OL 8uno 10 NIN WOT XO3ddV 31V201 OLNI GAIAM HS3W 13315 SSTINIVIS N3AOM x x HHM 08 A S Jdid ANJA 13315 44001 Jdid INJA SWwooL QINI uunc 30nuiosd OL Jdid 333905 SONVId NO 030 45 38 OL SINN SH3HSVM Alva S3ONViJ x 1 2 2 25 313399N09 OLNI 1590 38 OL 3578 Jdid INJA 9001 G3Q13M 3119 ONISMIGVLS 73315 X gtuupog 9 3OVNIVHO 1N3A 3SV8 INJA 3H3GND 208 9 755 06 2 Jdid SsVNH 72 x GV33H1 d UW 80061 MOOD SSV B eunuoG uns 01 3715 3109095 dvHiS D SQMVONVIS ALIO HUM AIdNOD OL 531005 1 Pagid OUSV1d Serres ert V w w UR x 49015 gano ij
14. 12 Start up 4 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 Contractor shall provide start up of system the following Spring after winterization The main control valve shall be turned on and the system allowed to fill slowly Each zone valve shall be opened individually and each sprinkler head checked to confirm proper operation The irrigation controller shall be adjusted to the correct time of day and appropriate watering time required as directed by the Contract Administrator The Contractor shall review the system operation and make any adjustments necessary insure proper operation END OF SECTION Page 27 SUPPLEMENTARY DETAIL DRAWINGS City of Coquitlam Page 28 COQ G4 COQ S4 COQ SIIA COQ SIIB COQ SI3A 516 517 518 COQ W2E COQ W2F COQ W6 COQ W8 COQ R2A COQ R2B COQ R2C COQ R3 COQ R4 COQ R5 COQ R6 COQ R7 COQ R8 COQ R9 10 COQ R 1 12 1 14 COQ RI6 COQ R17 18 19 COQ R20 COQ R21 COQ R22 COQ R23 COQ R24 COQ R25 COQ R26 COQ CI COQ C3A COQ C7 COQ C7A COQ C7B COQ C8 COQ C9 COQ C9A TABLE OF CONTENTS Trench Details for Standard Section Inside Drop Manhole Side Inlet Catch Basin Assembly Typical Top Inlet Catch Basin with Offset Sump Storm Sewer Ditch Inlet Manhole Cover amp Frame Forcemain Flushout Details Forcemain Service Connection Detail Typical 50 mm Service Typical Service Connection 100 mm
15. BY t FILE CO0 C9A DWG DESIGNED BY DRAWN BY APPROVED BY SCAE Nrs DATE oct 31 97 coq coA 90 150 40 BLVD OR WALKGRADE pum ASPHALTIC lt MIN OF 100mm OF MINUS 20mm CRUSH NATIVE MATERIAL OR PIT RUN DRAIN TILE BEHIND CURB AS PER DRG COQ C24 N M MIN 200mm PIT RUN CURB ON GRAVEL BASE NO SIDEWALK City of Coquitlam CURB ON GRAVEL BASE eoe cL euet EATEN 7 MM Crop PLE COQ C10ADWG CHECKED BY APPROVED BY SCALE NTS DATE 29 97 DRAWNG 00 STANDARD NO POST BARRIER SECTION AS PER DWG COQ R18 BLACK AND YELLOW REFECTORIZED PAINTING ON S W FACE OF BARRICADE FOR FULL LENGTH FOR USE WITH ANY SIDEWALK AND CURB COMBINATION j BARRIER SECTION I 132 kg END OF SIDEWALK E SIDEWALK PLAN City of Coquitlam PRECAST REINFORCED CONCRETE BARRIER FOR SIDEWALK END DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY FILE COQ C11 0WG SCALE NTS DATE 23 97 DRAWING NO coQ C11 NOTES 1 MAX WALKWAY GRADIENT 10X 2 RAILING AS PER COQ C14 REQUIRED ON STAIRWAY 3 PEDESTRIAN BAFFLES AT BOTH ENDS OF WALKWAY 4 MAX 12 RISERS PER FLIGHT BETWEEN LANDING RAIL AS PER DWG COQ C17 B 1200 SLOPE ON LANDIN 100 GRAVEL BASE 4 REBAR a 250 cc WITH MIN 50 C
16. CONC POLE PEDESTAL City of Coquitlam BOULEVARD SIDEWALK UTILITY STRIP CEN DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SCALE ONE 19 98 0 1 CONCRETE CURB amp GUTTER SIDEWALK ASPHALTIC CONCRETE i 5 T BOs CRUSHED GRAVEL CRUSHED GRAVEL 7 NIS 5 qr ay 5 m SUB GRADE z d COSS EY YY E FILTER MEDIA sei 556 10mm CRUSHED DRAIN ROCK 150 PERFORATED PIPE UNDER DRAIN eon MIN 100mm DIA NOTES 1 TO CONSTRUCTION DRAWINGS FOR PROPOSED LOCATION AND DEPTH OF UNDERDRAINS 2 WHEN THE CENTRE LINE ROAD GRADE 15 2 OR GREATER UNDERDRAINS SHALL ONLY BE REQUIRED FOR A LENGTH OF 6 METERS ON THE UPSTREAM SIDE OF THE CATCH BASIN 3 ALL UNDERDRAINS ARE TO BE CONNECTED TO CATCH BASINS OR THE STORM SEWER IF CATCH BASINS ARE NOT ACCESSIBLE 4 IF THE SUB GRADE IS SELF DRAINING IN THE OPINION OF THE ENGINEER THE UNDERDRAIN INSTALLATION MAY BE WAIVED City of Coquitlam PERFORATED PIPE UNDERDRAIN No DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY FILE COQ C3A DWG SCALE Nr DATE 31 97 _ NO cog csA CURB FACE EXPANSION JOINT SLOPE AS SPECIFIED BY ENGINEER MAY BE REVERSED SCORE LINES AT 150cc i 1 2 59 A a z ol
17. CROSSING SLOPES SHALL REVERSED AS INDICATED BY DASHED LINES IN SECTION 2 FLARE REQUIRED ON EACH SIDE 3 WHERE NEW CROSSING IS INSTALLED IN 27 EXISTING SIDEWALK BREAKOUT TO NEAREST TOOLED TRANSVERSE LINE City of Coquitlam ARTERIAL INDUSTRIAL Sidewalk Crossing with Driveway AS eae eee ME MESH r 7 738 2 APPROVED BY SCALE N T S DATE OCT 21 97 200 DRAWING NO COQ C7A ONLY V _ _ DRIVEWAY TOIBE CENTERED _ m E TOOLED LINES IN NORMAL SIDEWALK GRADE CROSS SLOPE AND oM ERNE ut FINISHED SURFACE TO BE RETAINED ACROSS DRIVEWAY SIDE WANG WOT SIDEWALK THICKENED TO 190mm FULL WIDTH VARIABLE M O BOULEVARD WIDTH w VARIABLE TYP 3 5m MIN TO 6 0m MAX AS APPROVED BY THE MANAGER FOR RESIDENTIAL ZONES AND 11 0m MAX FOR COMMERCIAL INDUSTRIAL AND INSTITUTIONAL BOULEVARD VARIABLE BOULEVARD GRADE SIDEWALK VARIABLE 190mm Destroy Ali Prints Bearing Rev No less than one indicated below City of Coquitlam TYPICAL CURB SIDEWALK DRIVEWAY LETDOWN SEPARATED SIDEWALK REVISIONS DESIGNED DRAWN R D CHECKED PLOTTED NOTE All dimensions in metres SCALE N T S DATE SHT 1 OF 1 FILE COQ C7B SLOPE VARIES 1500 150 2 SLOPE 600 MIN 100mm 20 MINUS GRAVEL 200mm PIT RUN UNDERDRAIN WHERE REQUIRED TYPICAL PERFORATED DRAIN AT ALL LOCATIONS WHERE PL ELEVATION
18. Contract Administrator that truck box volume will be used to determine excavation quantities the volume per load shall be determined using 75 of the struck load quantity Page4 2231 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 Delete Clause 1 8 8 Measurement for peat excavation and off site disposal will be made by loose truck box volume is a watertight truck and replace with Where determined by the Contract Administrator that truck box volume will be used to determine excavation quantities the volume per load shall be determined using 75 of the struck load quantity Aggregates and Granular Materials Products Granular Pipe Bedding and Surround Material Reshaping Granular Roadbed Measurement and Payment Granular Base Execution Proof Rolling Granular Subbase Products Specified Materials Recycled concrete and surround material with prior approval of the Contract Administrator 1 4 3 Delete sentence Measurement will be made by loose truck box volume of the suitable material brought to the site and incorporated into the work And add Where determined by the Contract Administrator that truck box volume will be used to determine excavation quantities the volume per load shall be determined using 75 of the struck load quantity Add Clause 3 5 7 Prior to paving with asphalt concrete the base surface shall be checked by the Contract Administrator for deflections utilizing a Benkleman Beam in
19. Diameter and Greater Air Release Valve Typical Watermain Blow Off Assembly Arterial Streets Collector Streets Local Streets Arterial Collector and Local Streets Boulevard Hillside Local Streets Hillside Local Streets Boulevard Narrow Street Rural Street Standard Lane New Construction 25 2m Community 20 0m Collector Intersection 25 2m Community 17 4m Local Intersection 20 0m Collector 17 4m Local Intersection 17 4m Local Street Intersection Low Density 20 0m Collector Street and Industrial Service Commercial 4 Way Intersection 20 0m Standard Collector Street 3 Way Intersection Standard Lane Construction Existing Primary Access Lane 8 0m Right of Way Precast Reinforced Concrete No Post Barrier Street Tree Trench and Planting Detail Median Type 1 Median Type H Sound Reduction Berm amp Fencing Arterial Roads Protection Fencing Tree Retention Guideline Root Pruning Guideline 25 2m ROW Higher Density Community Collector with Cycle Track Boulevard Sidewalk Utility Strip Perforated Pipe Underdrain Local Collector Crossing of Curb Gutter and Sidewalk Arterial Industrial Sidewalk Crossing with Driveway Typical Curb Sidewalk Driveway Letdown Separated Sidewalk Monolithic Sidewalk Wheelchair Ramp Detail Type B Wheelchair Ramp Page 29 COQ CI0A COQ CII COQ CI5 COQ CI7 COQ I0I COQ 102 COQ 103 COQ 104 105 106 COQ I07 COQ I08 109 COQ II0 COQ I
20. Perennial Rye Grass Elka Saturn Barclay Omega 25 Chewing Fescue Cindy Enjoy Koket 15 Kentucky Blue Grass Shammrock Geronomio Merit Add Clause 3 2 2 1 For Hydroseeded Grass Lawn The components of each complete slurry mix shall be to the following or as indicated by the supplier s specifications Mixture per ha Turf Seed 225 kg Mulch 225 kg Tackifier 70 kg Fertilizer 19 19 19 225 kg Water 10 000 1 Add Clause 3 8 7 Any hydroseeded areas that show deterioration bare spots rutted areas or eroded areas shall be immediately repaired by application of additional growing medium and reseeded with a seed mix that matches the originally specified seed mix Add sod to eroded areas if required or as directed by the Contract Administrator to prevent further erosion Add Clause 3 8 8 hydroseeded areas shall be adequately protected with warning signs temporary fencing or other means Add Clause 3 9 1 8 The prime consideration for acceptance of work of this section shall be the establishment of a dense uniform cover of growth over 100 of all seeded areas Delete Clause 3 2 5 Lay sod smooth and flush with adjoining grass areas and paving and top surface of curbs unless shown otherwise on Contract Drawings and replace with Lay sod smooth and flush with adjoining grass areas and paving and top surface of curbs unless shown otherwise on Contract Drawings Ensure there is a full roll width between the new s
21. Pole Arm amp Flange Details Town Centre Style Sign Arm March 30 2015 Page 30 City of Coquitlam Supplementary Specifications and Detail Drawings to the MMCD 2000 Edition The City of Coquitlam has adopted The Master Municipal Specifications for use on all Engineering Works Contracts To bring the MMCD Specifications into conformance to practices within the City the following Supplementary Specifications and Detail Drawings are to be considered part of the Specifications These Supplementary Specifications take precedence over the Master Municipal Specifications Page 31 ALL DIMENSIONS MILLIMETRES 50 TEMPORARY ASPHALT d PIPE DIA IN mm H TRENCH DEPIH IN mm DII exse Pavewenr 200 min GRANULAR BASE GRANULAR BACKFILL BLVD AREA PAVED AREA FINISH FINISH NORMAL RESTORATION MAX 8 375 100 TOP SOIL AND SEED TO MIN DEPTH OF BLACKTOP TO MATCH EXISTING MATCH EXISTING 5 X ASPHALT KEY 25 MIN 100 20 MINUS GRAVEL COMPACTED TO 95 MODIFIED PROCTOR Y 200 PIT RUN GRAVEL COMPACTED TO 95 MODIFIED PROCTOR MACHINE PLACED BACKFILL WELL TAMPED IN 300 LIFTS FREE OF ROOTS NO STONES GREATER THAN 150 NATIVE MATERIAL UNLESS OTHERWISE SPECIFIED VERTICAL TRENCH TO EXTEND MIN 100 ABOVE TOP OF PIPE SELECT BACKFILL WELL COMPACTED MAX SIZE SHALL NOT EXCEED 25 75 FOR DUCTILE BUT WITH NO STONES OF THIS SIZE ADJACENT TO THE PIPE 25 100 BEDDING UNDER 15
22. R PVC STRAP R STEEL CONDUIT CONTROLLER BASE WITH GALV SINGLE HOLE PIPESTRAP 10mm CAP PLATED BOLT amp CONCRETE INSERT FACTORY BEND UP B C TEL POLE AS DETAILED ON DESIGN DRAWINGS City of Coquitlam B C TEL BOX ON SIDE OF TRAFFIC CONTROLLER Are cko DESIGNED BY DRAWN BY gr CHECKED BY APPROVED BY FILE 4848 24 SCALE N T S DATE 91 03 06 O DRAWING NO E 24 Galvid GVO 38 TWHS 5 4495 7 SONIHSNEG SH3HSVA SInN 511089 Tv Z 103 G3AOMddV NO 011 91419373 15VOO1S3M 3svHOHhd 38 TIVHS GHVOHMOVH 3ivid 3AVN GIOOIWVI 3LIHM 25 anid 5349 NO Q3lVidd SY SNOILOANNOD MEN 312193933 303 3513 3NlINI VOL 3401933 xo01 vd 3009 713315 SS3T1NIVIS 318VAOW3M Wiad 33 3ivid OB5MH TI ON I3NIBVO 3311031509 OSMH L ifs 01 1108 H3HSVM nN 1108 051 Q3iVid QVO ONO Wwge p MJTIOMINOO OL NYHL GSHSNE 3199143933 XIWAG NOISOMMOO 30V39 WhiW3Hd C 14331674 L108 SND4201 00 lyossauddns l l l l 131 HOVE 9001 NOHVIS VIVO TAL 8 03 Vauv ose NMOHS LON 3004 713316 SS3TNIVIS AYNSOTONS QNnOMV WW3S S NIHSNE QOOMA Td 0
23. of Kentucky Bluegrass and three 3 varieties of Fescue from the list of approved varieties shown below Seed mix 60 Perennial Rye Grass Elka Saturn Barclay Omega II 25 Chewing Fescue Cindy Enjoy Koket 15 Kentucky Blue Grass Shammrock Geronomio Add Clause 3 2 3 1 For Seeded Areas The components of each of the mix shall be to the following or as indicated by the supplier s specifications Mixture per ha Turf Seed 225 Fertilizer 19 19 19 225 kg Add Clause 3 7 1 8 The prime consideration for acceptance of work of this section shall be the establishment of a dense uniform cover of growth over 100 of all seeded areas Page 17 2934 2 0 2938 3 0 SUPPLEMENTARY SPECIFICATIONS Hydraulic Seeding Products Grass Seed Execution Seeding General Grass Maintenance Conditions for Total Performance Sodding Execution Sodding Revision Date July 24 2003 Delete Clause 2 1 2 Seed mixtures to be approved by Contract Administrator and to be suited to climate terrain establishment and maintenance conditions under which they are to be grown and replace with Seed mixtures to be approved by Contract Administrator in the original packaging The seed mixture shall be made up from a minimum of three 3 varieties of Perennial Rye two 2 varieties of Kentucky Bluegrass and three 3 varieties of Fescue from the list of approved varieties shown below 1 Seed mix 60
24. specifications are based on a traffic level of 3 to 30 million ESALs with design mat thickness less than 100 mm depth Coarse Aggregate Angularity at least 95 of the coarse aggregate shall have one or more freshly fractured faces and at least 90 shall have two or more freshly fractured faces as determined by ASTM D5821 Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate or MOTH BC test procedure BCH I 13 Fracture Count Fine Aggregate Angularity tested to AASHTO 33 Test Method for Uncompacted Void Content of Fine Aggregate as Influenced by Particle Shape Surface Texture and Grading shall be a minimum of 45 Flat and Elongated Particles This characteristic is the percentage by weight of coarse aggregates that have a maximum to minimum dimension of greater than five The test procedure used is ASTM D4791 Flat Particles Elongated Particles or Flat and Elongated Particles in Coarse Aggregate The combined value shall not exceed 10 Clay Content The purpose of this test is to indicate the relative proportions of plastic fines and dust in fine aggregates that pass the 4 75 mm sieve It is measured by ASTM D2419 Test Method for Sand Equivalent value of Soils and Fine Aggregate The sand content shall meet minimum 45 requirement Gradation The design aggregate structure shall lie between the Control Points and avoid the Restricted Zone for the following Superpave mixtures whe
25. with the Strategic Transportation Plan and OCP Neighborhood Plans as amended 3 Parking is for general guidance only Parking may be restricted on one or both sides of the street for all periods or certain periods of the day at the discretion of the City 4 Utility corridor varies between sidewalk multi use pathway and property line Utility corridors are located under sidewalks fronting urban commercial uses 5 Refer to COQ R26 for cross section details PLOTTED 9 4 15 DRAWING NUMBER COLLECTOR STREETS COQ R2B CoQuitlam STANDARD DETAIL DRAWINGS 0 75 xc ys lt x lt z o i lt gt gt z a a zr m gt 5 25 EAE lt O 2 Increase dimension g as required to provide adequate f g clearance between larger sewers and or manholes ROAD SIDEWALK AND BOULEVARD DIMENSIONS w Curb to Vehicle Bike 203 ki Street type RoW width Curb widtill lones facility Vaaa Parking Boulevard Sidewalk b c d Local Higher Density amp shared Broad 29m 10 5 way 3 000 both sides 2x2 20 2x1 8 2 7 0 3 1 0 cx deeem lem ean ses mam 245 Housing Choices m x bikeway 1 000 both sides 2x2 20 2x1 5 2 7 0 3 1 Representative of mid block sections auxiliary lane s at intersections not included to 5 0m of additional ROW may be required 2 Bicycle facilities are to be implemented on de
26. 0 min IN ROCK EXCAVATION PIPE dia d WATER STORM d 300 OR SANITARY MAX d 750 SEWER City of Coquitlam TRENCH DETAILS FOR STANDARD SECTION REVISIONS DESIGNED BY DRAWN BY asx CHECKED JAPPROVED BY SCALE N S DAE 12 02 DRAWING coQ G4 NOTE FILE Coq s4 dwg 90 BEND WITH CAPPED ACCESS OPENING AS MANUFACTURED BY LE RON PLASTICS LTD STAINLESS STEEL STRAPPING WITH HILTI FASTENERS 500 SPACING 45 BEND CONCRETE SURROUND TO FIRST JOINT BENCH TO SUIT INV OF PIPE INSIDE DROP TYPE INSIDE DROP TO BE USED ONLY WHERE SPECIFIED BY ENGINEER ALL INSIDE PIPE AND FITTINGS PVC DR 28 35 THIS DRAWING SHOWS INSIDE DROP ONLY SEE DRAWING 00 51 FOR ALL OTHER DETAILS PERTAINING TO MANHOLE REQUIREMENTS REFER TO CONTRACT DRAWINGS AND SECTION 02725 FOR DETAILED SPECIFICATIONS City of Coquitlam INSIDE DROP MANHOLE REVISIONS DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY SCALE NTS DATE OCT 3 97 DRAWING NO COQ S4 DOBNEY B39B INLET OR EQUAL 150 400 FLOW DIRECTION EDGE OF GUTTER DOBNEY B395 amp B39A Em amp FRAME OR EQUAL NOTE PLACE 0 05 cu m DRAIN ROCK ASPHALT PAVEMENT ADJACENT TO DRAINAGE HOLE WHEN BACKFILLING CONCRETE BEHIND FRAME 80 DRAINAGE HOLE c w 4 GALV SCREEN CORE FOR OUTLET MIN 150mm TRAPPING HOOD SECTION A A Z00mm OF 25mm COMPACTED
27. 00 625 Coguitlam STANDARD DETAIL DRAWINGS BUILDING FACE BUILDING FACE x MIN PARKING TRAVEL TRAVEL PARKING MIN BLDG LANE LANE LANE LANE BLDG SETBACK SETBACI NOTES 1 UTILITIES WITHIN 2 5m OF COUNTERPOISE TO BE IN PLASTIC SLEEVE 2 PLANTING TRENCH CONTINUOUS EXCEPT AT g TRANSFORMERS amp STREET LIGHTS Y lt 3 SIDEWALK TO HAVE NARROW WIDTH BY 0 2m A AT TRANSFORMER i Q 4 TREES AND STREET LIGHTS CENTRED IN BOULEVARD OR LOCATED WITHIN THE 50 BICYCLE FURNISHING ZONE AS PER NEIGHBORHOOD Ex ASPHALT ui DESIGN GUIDELINES WHERE APPLICABLE 2 f Po AE PAD TREE PLANTING TRENCH COUNTERPOISE OMMUNICATIONS O PLOTTED 22 Jan 15 25 2m R O W HIGHER DENSITY COMMUNITY prawn COLLECTOR WITH CYCLE TRACK COQ R26 1500 750 G OF UTILITY POLES amp LIGHTING STANDARDS 300 MIN 15 COMPRESSIBLE JOINT MATERIAL 150 AROUND BASES 100 CURB AND GUTTER UUTTEEBSEA E us Ad TTA i 4 PAVEMENT l 4 SA sis Td 1 STANDARD 90 SPS SIDEWALK flag 50 GRAVEL POLE BASE AT SIDEWALK GRADE CONDUIT AND CABLE FOR LIGHTING CIRCUIT 50 CONC UTILITY STRIP PLACED ON COMPLETION OF INSTALLATION DRAIN TILE WHERE OF POLES STAYS AND LIGHTING REQUIRED BY ENGINEER SEE MMCD DRAWING No C1 FILE COQ C1 dwg
28. 15 Sewerage FOrcemallis exire tene IER SUE eitis 15 Chain Link Fences and Gales u sa 16 Topsoil and Finish Grading oreu eee nenne nennen nennen nennen retener trennt 17 17 Hydraulic Seeding s saa dite nie etis 18 khan nam H O S 18 Planting of Trees Shrubs and Groundcovers 19 rmm c M 2 1561 1 0 1 3 1 9 SUPPLEMENTARY SPECIFICATIONS Environmental Protection General Drainage Pollution Control Archaeological Historical Resources Revision Date July 24 2003 Replace 1 3 0 Drainage as follows 1 3 Drainage Erosion and Sediment Control Properly drain all portions of the site Protect the site and the watercourses to which it drains directly or indirectly against erosion and siltation in accordance with a Sediment Control Plan under the City of Coquitlam Stream and Drainage System Protection Bylaw No 3447 2001 during construction and until the maintenance period is completed Ensure no silt gravel debris or other deleterious substance resulting from construction activity discharges into existing drainage systems or watercourses or onto highways or adjacent property The Contractor is responsible for all damage that may be caused by water backing up or flowing over through rom or along any part of th
29. 2 X 06v x xog 7131798 VW3O 13315 SSFINIVLS 43911031405 OL 3 10H g3HSn8 GOOMATd 310Vld3O03H 731 L S3ION City of Coquitlam B C TEL BOX DRAWN BY mr DATE DESIGNED BY pew SCALE REVISIONS CHECKED BY 91 03 05 N T S FILE E4848 25 RUBBER WASHER TYP 50mm MALE BUSHING SILICONE SEAL AROUND LOCKING NUT SERVICE PANEL BOLT SERVICE PANEL TO CONTROLLER WITH 2 CAD PLATED BOLTS NUTS amp LOCK WASHERS TIE T a SERVICE PANEL Bz 7 12 HOLES PAD LOCK TABS 2 REQUIRED 1 1 1 ECONOLITE B C TEL BOX TRAFFIC CONTROLLER CABINET PADLOCK R STEEL CONNECTOR DOOR 50mm R STEEL STRAP R STEEL CONDUIT TO CONTROLLER BASE WITH A GALVANIZED SINGLE HOLE PIPE STRAP 10mm CAD PLATED BOLT amp CONCRETE INSERT R STEEL TO R PVC ADAPTOR SILICONE SEAL AROUND CONTROLLER BASE CONTROLLER BASE lt gt 575777 202 x 3000 LONG GALVANIZED GROUND ROD I ua City of Coquitlam SERVICE PANEL ON THE SIDE OF CONTROLLER DETAIL was jcko DESIGNED BY DRAWN BY mr CHECKED BY APPROVED BY FILE 4848 26 SCALE Nts ONE 91 03 65 p 56 MOUNTING HARDWARE 22 SUPPLIED WITH SIGN P SAFETY CABLE SIGN TO MAST ARM 2 An tu 22 M
30. 240 SERIES PEDESTRIAN LUM 8000 9000 AS DETAILED ON DESIGN DWGS SEE DWG X FOR MOUNTING DETAILS TYP SMALL HANDHOLE AS DETAILED ON DESIGN DWGS POLE BASE BLATE TN POLE 12mm X 30mm LONG CAD PLATED BOLT amp WASHER WELD 20mm WIDE FLAT INSIDE POLE DRILL amp FLAT BAR TO SUIT City of Coquitlam SMALL TOWN CENTER STYLE STREETLIGHT POLES SQUARE POLES REVISIONS cko APP DESIGNED BY DRAWN BY RF CHECKED BY APPROVED BY FILE E4848 40 SCALE NTS DATE 91 03 6 DRAWING 40 SEE DWG X FOR MOUNTING REMOVABLE CAP SEE BELOW DETAILS P A F 4 5 M S TAPPERED SQUARE POLE LUMEC 5240 SERIES PEDESTRIAN C W LUM 9000 9500 10000 10500 AS DETAILED ON DESIGN DWGS SEE DWG X FOR MOUNTING DETAILS AS DETAILED ON DESIGN DWGS LARGE HANDHOLE POLE BASE RUE POLE 12mm X 30mm LONG CAD PLATED BOLT amp WASHER STEEL TOP CAP SLOTTED HOLES FOR 25mme BOLTS R38 WELD 20mm WIDE FLAT INSIDE POLE DRILL amp TAP FLAT TOP VIEW R15 POLE BAR TO SUIT CAP DETAIL i8 SIDE VIEW d POLE BASE PLATE City of Coquitlam LARGE TOWN CENTER STYLE STREETLIGHT POLES TAPPERED POLES DESIGNED BY psm IDRAWN BY mr CHECKED BY APPROVED BY FILE E4848 41 SCALE NTS DATE 91 0306 DRAWING NO WELD 3mm M S PLATE TO TOP OF POST 3mm M S SQUARE POST 4000 LARGE HANOHOLE PO
31. 4 1 6 9 Revision Date July 24 2003 Add Clause 3 23 2 Provide written notification to all affected residents a minimum 24 hours prior to service interruption Add Clause 3 23 3 Arrange shutdown of the existing valves by the City Contractor shall not operate any valves without prior approval of the Contract Administrator Add Clause 3 23 4 Provide temporary service while existing service is interrupted as detailed in Contract Drawings or Detailed Specifications Add Clause 3 23 5 Fittings used for tie ins should be cleaned of all foreign material and sprayed with a 1 hypochlorite solution prior to assembly Disinfect all pipes and fittings installed at the connection Add Clause 3 23 6 Contractor shall be responsible for the costs for the City to flush and purge all air from existing mains and services in the area affected by the service interruption Clause 1 6 3 Delete last sentence Measurement for service connections will be for complete service installed with no regard to the length of the service pipe installed and replace with Service connections will be paid at the unit price bid per linear metre of service installed measured horizontally from the centreline of mainline to the capped end exclusive of length of riser or inspection chamber Connection to existing main and tie in of existing service connection at property line will be incidental to payment for service connection Payment includes scope defined in 1 6 2
32. 9m for sidewalks 30m for curb and gutter at each end of driveway crossings and at tangent points on circular work and on either side of catchbasins 3 9 4 Delete 3 9 4 Bond break compound may be used in lieu of expansion joint between sidewalk and back of abutting curb and gutter or where applicable between sidewalk and back of abutting utility strip or sidewalk infill and replace with Bond break compound may be used in lieu of expansion joint between sidewalk and back of abutting utility strip or sidewalk infill 2666 Waterworks 1 0 General 1 8 Measurement and Clause 1 8 1 and add Refer to Coquitlam Supplementary Detail Drawings Payment where available Clause 1 8 5 Delete last sentence Measurement for service connections will be for complete service installed with no regard to the length of the service pipe installed And replace with Measurement for service connections will be made at the unit price bid in the tender form measured from the center of the main lo the terminus of the service 1 8 7 Amend Clause 1 8 5 Delete reference to Standard Detail Drawings W2a 2 0 Products 2 2 Mainline Pipe Joints and Fittings 2 2 1 1 Ductile Iron Pipe Pipe to AWWA C151 and shall meet the following Pressure Class or Thickness Class 100mm 200mm PC 350 or Thickness Class 50 250 mm and greater Thickness Class 50 2 3 Valves and Valve Boxes 2 3 1 4 Delete Clause 2 3 1 3 Gate valves 400 mm and larger to have gear operators
33. AGGREGATE PLAN City of Coquitlam MEDIAN TYPE II Lr sys REwSIONS O Aer DATE oct 24 97 NO cog R2i N T S SCALE Mm Grem ee drawing chonge FILE COQ R21 2 0m FENCECRETE FENCE OR APPROVED EQUAL LANDSCAPING IN ACCORDANCE WITH REQUIREMENT OF PARKS AND RECREATION DIRECTOR 400mm gt KER Ae gt ex 24 Iu V SK c ANNI ANA 35 5 SNE 9 2 2 SS 2025 5 CONCRETE SIDEWALK C An a _ 52 22 200mm PIT RUN 100mm 20 MINUS GRAVEL RIGHT OF WAY VARIES ARTERIAL RIGHT OF WAY City of Coquitlam SOUND REDUCTION BERM amp FENCING ARTERIAL ROADS sss r a T map Dei ses deua par CT MEN SENE a SOLE wis SSE 100mm DIA P T POST 1 8m 2 0m GALVANIZED FENCE STABLES STAPLE ALONG POST Y GROUND LEVEL WIRE TO BE WOVEN THROUGH FENCING MATERIAL 22 2 A 22 222 lt lt _ lt lt 22 22 N lt lt 5 A SNOW FENCE TO BE L 70 OR APPROVED EQUIVALENT 4 ORANGE GLOW TREE RETENTION FLAGGING TAPE M eras GENET U TP P TP P TP TP JP UTP UTP PC R C iP ILL U TP P U U TP TI IL Z TREE RETENTION AREA KEEP OUT Ja TREE RETENTION AREA KEEP OUT
34. ARD DETAIL DRAWINGS o M 20 0 1 8 6 7 2 0 3 054 c 2 1 a 0 60 aS o ad 0 60 ET EE lt 41 Loa nU r a z O lt gt E gt c a 2 Kul 2 zz o G lt Lu z 2 0 2 0 ad z u o Uu lt uj NOTE 1 LINE PAINTING TO BE PROVIDED BETWEEN ROAD AND 2 0m PAVED SHOULDER 2 50mm x 150mm ASPHALT DRAINAGE CURB TO BE PROVIDED AT EDGE OF PAVEMENT WITH CURB CUTS AND ASPHALT DRAINAGE FLUME PROVIDED INTO DITCH ON ALL ROAD GRADES IN EXCESS OF 57 PLOTTED 22 15 DATE JAN 2015 DRAWING NUMBER RURAL STREET COQ R7 PRAES US Coguitlam STANDARD DETAIL DRAWINGS gravel shoulder ROLLOVER CURB AS PER MMCD C4 e z gt lt zc m vu Fu oz zz eo lt nn vin PLOTTED 22 Jan 15 DATE JAN 2015 DRAWING NUMBER STANDARD LANE NEW CONSTRUCTION COQ R8 Coguitlam STANDARD DETAIL DRAWINGS COMMUNITY COLLECTOR URBAN HIGHER DENSITY m 6 7 PLOTTED 28 Jan 15 25 2m COMMUNITY 20 0m COLLECTOR TER Ni ECTION Coguitlam STANDARD DETAIL DRAWINGS _ I DETAIL E 1 250 COMMUNITY COLLECTOR URBAN HIGHER DENSITY 6 7 PLOTTED 28 Jan 15 LOCAL LOW DENSITY 25 2m COMMUNITY 17 4m LOCAL DRAWING NUMBER U TION INTERSECTION BER
35. AST ARM E m SPACER U BOLT TYP ADJUSTABLE WATERTIGHT STRAIN RELIEF CONNECTOR TO MOUNTING BRACKET SIGNS SUPPLIED WITH 15m OF 3c No 14 SOW CABLE 2 WAY ILLUMINATED WEIGHT NAME SIGN APPROX 31 8kg 70lbs i1 2m EXACT LOCATION MAY VARY INSTALL No 14 S O W CABLE SUPPLIED WITH SIGN INSIDE POLE CONNECT TO ST LTG CONDUCTORS IN HANDHOLE CSA OR B C ELECTRICAL SPECIAL ACCEPTANCE ALL WEATHER EXT DISCONNECT SWITCH E City of Coquitlam ILLUMINATED STREET NAME SIGN MOUNTING DETAILS x A Water e e perse REVISIONS CKD CHEC FILE E4848 29 DESIGNED BY DRAWN BY RF HECKED BY APPROVED BY SCALES S T RE LUMEC 5240 SERIES PEDESTRIAN LUMINAIRE 609 X 180 70 A F LONG TENON n j 3mm A36 M S 8 16 SQUARE TAPERED 226 POST iu inl lt gt e u SMALL HANDHOLE P POLE PLATE 305 R38 SLOTTED HOLES FOR 125 A F 25 BOLTS TOP VIEW R15 a SIDE VIEW abus POLE BASE PLATE City of Coquitlam TOWN CENTER STYLE PEDESTRIAN STREETLIGHT POLE i DESIGNED Br JORAN EY JAPEROVED Br xt SSE cas REMOVABLE CAP SEE BELOW SEE DWG X FOR MOUNTING DETAILS SYLVANIA S 10 LUMINAIRE FLAT GLASS 30mm M S SQUARE POLE LUMEC 5
36. COQ R10 SCALE 1 400 STANDARD DETAIL DRAWINGS COLLECTOR STREET W O BIKE ROUTE LOCAL STREET LOW DENSITY PLOTTED 28 Jan 15 20 0m COLLECTOR 17 4m LOCAL R11 INTERSECTION d CoQuitlam STANDARD DETAIL DRAWINGS SIDEWALK LOCAL STREET LOW DENSITY LOCAL STREET LOW DENSITY 4 25 4 25 I p p al PLOTTED 28 Jan 15 17 4m LOCAL STREET INTERSECTION LOW DENSITY DATE JAN 2015 DRAWING NUMBER DRAWN REY COQ R12 STANDARD DETAIL DRAWINGS Coguitlam COLLECTOR H MI 5 N tD A R 8m TYP NOTE Rz18m LJ IN INDUSTRIAL AREA CORNER TRUNCATION TO BE DETERMINED R PLOTTED 28 15 20 0m COLLECTOR STREET AND INDUSTRIAL SERVICE COMMERCIAL 4 WAY INTERSECTION DATE JAN 2015 DRAWING NUMBER DRAWN REY COQ R13 Coguitlam STANDARD DETAIL DRAWINGS SIDEWALK COLLECTOR STREET 5 5 COLLECTOR STREET PLOTTED 28 Jan 15 DRAWING NUMBER 20 0m STANDARD COLLECTOR STREET COQ R14 3 WAY INTERSECTION Coguitlam STANDARD DETAIL DRAWINGS e k EXTEND TO FULL WIDTH OF DA ALLOWANCE WHERE POSSIBLE BUT NOT LESS THAN 4 80m GRAVEL SHOULDER WHEN REQUIRED 2 1 MAX LE SS S ESS VALLEY Q 1 0m MIN LOCATION MAY BE HP LEAD To VARIED STORM MIN OF 75mm ASPHALTIC CATCH CONCRETE IN ONE LIF
37. Coguitlam City of Coquitlam Supplementary Specifications and Detailed Drawings to MMCD 2000 Edition Operations Department 3000 Guildford Way Coquitlam BC 7 2 Doc 1230917 Updated March 2015 TABLE OF CONTENTS Environmental Protegti n a anaq au hap anasu ataw ER S DS VERE ao rre 2 Shi b and Tree Preservation wis 3 Site AMOR 3 Rock Removal y tete 4 Excavating Trenching and Backfilling 1 1 12 2 11120010000000000 000000000 eene 4 Roadway Excavation Embankment and Compaction esses 4 Aggregates and Granular Materials 5 Reshaping Granular tm cud 5 Granular Bas e to o nea asahan sic li te aaa asha 5 Granular Sub bases tases S vous Wines 5 Reshape Existing Subgrade 6 Hot Mix Asphalt Concrete 6 Concrete Walks Curbs and aan aaa 10 WA4atetworkS 10 lU EE fase rer TT OET 12 Manholesapd CalchbBasins a aaa 14 KE E A S AAE E
38. E ALL CONDUITS TO DRAIN TO J B U ENTRY TO J B City of Coquitlam JUNCTION VAULT DETAILS CONCRETE DRE TQUE SSE Minor text changes a 01 03 Rmss Yi JSE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY UNES SS POLE PEDESTRIAN HEAD 2099 CLAMSHELL MOUNTING BRACKET STRI HEAD PEDESTRIAN HEAD SPACER POLE CNN TAP POLE TO Suit 2 PLACES 12mm CAD PLATED BOLTS 30mm LONG 2 REQUIRED PLAN City of Coquitlam CLAMSHELL PEDESTRIAN HEAD MOUNTING DETAILS ae x MCN ERE Wert eee mwsows DESIGNED BY DRAWN BY gr CHECKED BY APPROVED BY FILE 4848 14 Eu SCALE NTs DATE 91 03 06 NO 550 TYP 500 ECONOLITE D TYPE ALUMINUM TOP BRACKET GALVINIZED WASHERS ABOVE AND BELOW NEOPRENE GASKETS ABOVE AND BELOW 10mm CAD PLATED BOLTS SOmm LG 2 REQUIRED GALVINIZED BOLT AND HEX NUT ph CAD PLATED LOCK WASHER DRILL amp TAP POLE TO SUIT 2 PLACES SIGNAL ECONOLITE D TYPE ALUMINUM TOP BRACKET NEOPRENE GASKETS ABOVE AND BELOW PEDESTRIAN SIGNAL HEAD SOMNIS GALVINIZED WASHERS ABOVE AND BELOW STEEL POLE
39. ECKED BY APPROVED 8Y FE SCALES NTS DATE NO cOQ S13A LETTERING SHALL BE 25mm FLAT FACE GOTHIC LETTERING WITH FACE OF LETTERING RAISED TO THE SAME LEVEL AS THE TOP OF RIBS SYMBOL OF MANUFACTURES Max 90 dia CIRCLE OR SQUARE 25 dia HOLES REQUIRED AS SHOWN SUBSTITUTE WORD SANITARY OR WATER AS REQUIRED aa p N NS MACHINE SURFACE FOR NON ROCKING FIT ALLOW 5mm FOR RAISED FACE 9 N NN N 815 FRAME APPROX WEIGHT COVER 60 65 kg FRAME 100 110 kg City of Coquitlam MANHOLE COVER amp FRAME reum ee em ba DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY FILE Coq s16 dwg SCALE Nts BATE oct 16 37 DRAWNG NO COVER amp FRAME AS PER DWG COQ W8 MARKED OF COQUITLAM SANITARY SEWER N SZ LNN 7 22224 600 C76 CL I CONCRETE BARREL MALE IPT HOSE CONNECTOR 25mm DIAMETER C W CAP 50mm 25mm REDUCER 4 BRICKS Typicd 7 SPACED EQUALLY UNDER BARREL SECTION luz RIGID PLASTIC PIPE 50 RESILIENT SEAT GATE VALVE WITH SQUARE HEAD 50 BRASS PIPE THREADED TO FIT ELBOW AND CAP 50 BRASS ELBOW 90 SEWER FORCEMAIN REDUCER 50 150 BRASS NIPPLES POLYETHYLENE SEAL UNDER VALVE FLANGES City of Coquitlam FORCEMAIN FLUSHOUT DETAILS
40. ED BY SCALE NTS DATE 11 27 NO 00 104 QUICK COUPLING VALVE NO 5 R C FINISH GALVANIZED NIPPLE GALVANIZED THREADED ELBOW SCH 80 PVC NIPPLE LENGTH AS REQUIRED LATERAL PVC PIPE SCH 40 PVC THREADED STREET ELBOW City of Coquitlam QUICK COUPLING VALVE DATE 0 FILE 00 105 086 DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY SCALE NTS DATE 12 97 NO 00 105 PLASTIC VALVE BOX WITH COVER PVC BALL VALVE WIRE CONNECTORS CONNECTIONS FINISH GRADE TO BE MADE BY VALVE 1 2 MIN ELECTRIC VALVE COUPLER VALVE CARSON BROOKS 1419 VALVE BOX GALVANIZED NIPPLE LENGTH AS REQ TO SPRINKLERS 90 ELL PVC SCH 40 QUICK COUPLER VALVE A i 87 REQUIRE USE A SCH 40 TEE AND REDUCER E janie WITH THREADED 277 CONTROL WIRE COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER TO CONTROLLER PVC CLOSE NIPPLES PVC SCH 80 NIPPLE LENGTH AS REQUIRED MAIN LINE MAIN LINE SUPPLY FITTING NOTE ALL THREADED CONNECTIONS TO HAVE 2 WRAPS OF TEFLON TAPE City of Coquitlam AUTOMATIC VALVE RAINBIRD P E B SERIES OR EQUIVALENT REVISIONS APP FILE 00 106 08 DESIGNED BY DRAWN BY APPROVED BY SCALE DATE pec 15 97 DRAWING NO 00 106 24 VAC CONTROL WIRE 300mm 12 MINIMUM 300mm 12 MINMU
41. EE DELE 15 21 8 5 PLOTTED 22 15 DATE JAN 2015 DRAWING NUMBER HILLSIDE LOCAL STREETS COQ R4 Coguitlam STANDARD DETAIL DRAWINGS NOTES 1 UNDERGROUND WIRING IN BOULEVARD OF ALL HILLSIDE STREETS 2 PLANTING TRENCH TO BE CONTINUOUS EXCEPT AT TRANSFORMERS STREET LIGHTS AND HYDRANTS 3 UTILITIES WITHIN 2 5m OF COUNTERPOISE TO BE IN PLASTIC SLEEVE 4 GAS ONE SIDE ONLY OPPOSITE TO HYDRO COMM 5 TREES AND STREET LIGHTS TO BE CENTRED IN BOULEVARD R E Tn 0 2 0 15 MIN 601 SIDEWALK STANCHION 8 TRANSFORMER EX ENS COUNTERPOISE 220 TREE PLANTING TRENCH 5 2 22 o HJ 30 6 k 5 2 p T inl 0 4 C 1 2 LOCAL 1 7 LOCAL PLOTTED 22 Jan 15 DRAWING NUMBER HILLSIDE LOCAL STREETS BOULEVARD COQ R5 Coguitlam STANDARD DETAIL DRAWINGS NOTE 1 SUBJECT TO APPROVAL OF MANAGER OF DEVELOPMENT SERVICES PARKING RESTRICTIONS WILL APPLY 2 PROPERTY DEDICATION REQUIRED FOR HYDRO LPT 3 WHERE A SIDEWALK IS REQUIRED ON BOTH SIDES AN ADDITIONAL 1 5m OF DEDICATION REQUIRED 5 10 0 ROLLOVER CURB AS PER MMCD C4 Bow 190mm o 0 3 O o 0 8 0 6 E 14 c i S lt 22 2 50 lt i uu gt 2 0 1 0 1 0 a z a ROAD 2 gt re PLOTTED 22 15 DATE JAN 2015 DRAWING NUMBER NARROW STREET COQ R6 Coguitlam STAND
42. GRAVEL BASE 1100 C City of Coquitlam SIDE INLET CATCH BASIN ASSEMBLY cko FRE Coq e ta eg DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SCALE NIS DATE aue 7 97 DRAWING coo st1A 2 DEE SPACER RINGS FILE Coq e11b dwg STANDARD TOP INLET CATCH BASIN See dobney B23 FRAME 824 or EQUIV a 600mm PRECAST REINFORCED CONCRETE SECTIONS A TRAPPING HOOD VARIES TO SUIT MIN 1 007 City of Coquitlam TYPICAL TOP INLET CATCH BASIN WITH OFFSET SUMP REVISIONS par DESIGNED BY MC DRAWN BY ASK CHECKED BY APPROVED BY SCALE NIS DAE B 97 DRAWING NO coq S118 SEE DETAIL 1 SEE DETAIL 2 CERE 14dia MILD STEEL ROADS a 75cc MAX SEE DETAIL 3 WELDED TO 64 64 6 2 BAR CA gp x T DRY CONCRETE FILLED SANDBAGS AS DIRECTED BY THE ENGINEER CONCRETE TO 20 MPa IN 28 DAYS DIA 250 TO 450 100 GRANULAR BASE 38x25 SLOTTED HOLE E e m 20 75 L GALVD INSERTS AND 20x75 GALVD 50 MACHINE BOLTS EACH DETAIL 1 DETAIL 2 DETAIL 3 WELD City of Coquitlam STORM SEWER DITCH INLET oe i For Use In Drainage Ditches With Inlet Pipe Diametre from 250mm to 450mm MEN l a DETAIL 4 REVISIONS DESIGNED BY DRAWN BY CH
43. Grass Seed Execution Seeding General Conditions for Total Performance Revision Date July 24 2003 Add Clause 1 1 6 Shrubs and Tree Preservation Section 02104 Delete Clause 1 3 2 Contractor is responsible for soil analysis and requirements for amendments to supply growing medium as specified and replace with The Owner is responsible for the cost of initial testing of the planting soil The Contractor shall submit the soil test results to the Contract Administrator for approval of the proposed material prior to placing of the planting soil on site The test results shall determine soil amendment requirements Testing shall be carried by independent laboratory specializing in soil analysis Add Clause 2 1 2 materials and execution shall conform to the latest edition of the BCSLA BCNTA British Columbia Landscape Standard following standards or as otherwise specified herein Add Clause 3 4 6 Scarify soil feather grades and remove noxious weeds from the edge of tree preservation areas Delete Clause 2 1 2 Seed mixtures to be approved by Contract Administrator and to be suited to climate terrain establishment and maintenance conditions under which they are to be grown and replace with 2 1 2 Seed mixtures to be approved by Contract Administrator in the original packaging The seed mixture for boulevard and landscaped areas shall be made up from a minimum of three 3 varieties of Perennial Rye two 2 varieties
44. LE BASE POLES TRAFFIC SIGNAL POST FOR SECONDARY amp PED HEADS 1009 X 120 LONG TENON GI 3mm M S SQUARE TAPERED POST LARGE HANDHOLE POLE BASE BLATE TRAFFIC SIGNAL POST FOR PRIMARY HEADS 203 A F L TOP VIEW R15 PEL SIDE VIEW Es POLE BASE PLATE City of Coquitlam TOWN CENTER STYLE TRAFFIC SIGNAL POSTS DATE DESIGNED BY psu DRAWN BY mr CHECKED BY APPROVED BY SCALE DATE 91036 NO FILE E4848 42 SLOTTED HOLES FOR 300 A F DYWIDAG ANCHOR BOLTS FILE 4848 43 SEE DWG X FOR MOUNTING DETAILS REMOVABLE CAP H P S SYLVANIA 100 A F 5 10 400 LUM TAPPERED SQUARE SIGNAL FLAT GLASS ARM SEE DWG X FOR E DETAILS 3mm M S TAPPERED SQUARE SHAFT RISE pm UP TO 12000 TAPPERED LUM SEE DWG X FOR DETAILS 12mm X 30mm LONG CAD PLATED BOLT amp WASHER iur TOP CAP 10mm M S SQUARE SHAFT 9000 11000 14000 AS DETAILED ON DESIGN DRWGS WELD 20mm WIDE FLAT INSIDE POLE DRILL amp TAP FLAT BAR TO SUIT TENONS SEE DWG X FOR DETAILS NUMBERS OF TENONS VARIES LARGE HANDHOLE POLE BASE BLATE SIGNAL ARM ON SPECIAL COMBINATION POLE AS DETAILED ON DESIGN DRWGS R38 SLOTTED HOLES FOR 38mm BOLTS TOP VIEW R19 TOP VIEW R15 E SIDE VIEW x Ed SIDE VIEW px POLE BASE PLATE FLANGE DETAIL City of Coquitlam
45. LEAR TYPICAL 4 REBAR a 300 cc KEY BEAMS INTO 200 UNDISTURBED GROUND RISE 175 RUN 300 2X SLOPE 1 4 NOSE BAR MIN 50 CLEAR LANDING amp STAIR DETAIL City of Coquitlam STAIRWAY DETAILS REVISIONS FILE COO C15 DNG DESIGNED PRAWN BY CHECKED BY APPROVED BY SCALE DATE NOV 5 97 o DRAWING NO 0 15 HANDRAILS SHALL BE FABRICATED FROM 42mrn Dia x 3 56mm WALL STANDARD GALVD STEEL PIPE ALL FIELD WELDS SHALL BE FILED SMOOTH ALL BENDS ARE SMOOTH CIRCULAR CURVES HANDRAILS REQUIRED ON BOTH SIDES OF STAIRS RAILS PARALLEL TO STAIR SLOPE LENGTH TO SUIT 2400 MAX 900 x 2400 MAXIMUM cc POSTS FOR LEVEL SECTIONS 450 ALL RAILS PARALLEL TO WALK SURFACE ALL POSTS VERTICAL WELD ALL AROUND FENCE POST PLUGS City of Coquitlam TYPICAL HANDRAIL DETAILS FOR STAIRS DESIGNED BY DRAWN BY CHECKED BY BY 7 SCALE DATE Nov 3 97 DRAWING NO FILE 00 101 086 LAWN POP UP SPRAY HEAD PVC LATERAL STREET ELBOW SCH BO PVC NIPPLED LENGTH AS REQUIRED SCH 40 PVC STREET ELBOW City of Coquitlam SMALL TURF POP UP ON TRIPLE SWING JOINT REVISIONS JA DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SCALE NIS DATE prc 11 27 NO 0 01 SHR
46. M 24 VAC CONTROL WIRE WITH IRRIGATION 300mm 127 MINMUM 450mm mum PIPE 9 110 V WIRE 24 VAC CONTROL WIRE IRRIGATION PIPE AND 110 VAC POWER WIRE TRENCH MARKER 300 J RE 600mm 24 MINIMUM 110V WIRE 75mm LAYER OF SCREENED SAND OR TOPSOIL ABOVE AND BELOW THE PIPE TRENCH MARKER TAPE 450mm 18 MINMUM io EH WIRE 75mm LAYER OF SCREENED SAND OR TOPSOIL ABOVE AND BELOW THE PIPE PIPE lt gt WIRE NOTE 110VAC POWER WIRE BEDDED IN 150mm SCREENED SAND OR TOPSOIL City of Coquitlam IRRIGATION TRENCH DETAILS BE DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY SCALE DATE 15 97 DRAWING 00 107 PEDESTAL CABINET CONTROLLER SWEEP ELL CONTROL TUBING OR 4 24 VAC WIRING SLEEVE ELECTRICAL CONNECTION 110VAC POWER WIRE CONCRETE BASE TO BE B THICK AND TO EXTEND 6 PAST ALL SIDES OF CONTROLLER TYPICAL INSTALLATION DETAIL City of Coquitlam CONTROLLER INSTALLATION PEDESTAL MOUNT No DESIGNED BY DRAWN BY ask CHECKED BY APPROVED BY FILE COQ ID8 DWG SCALE DATE 16 97 ____ DRAWNG 00 108 NOTE ALL WIRING TO BE INSTALLED AS PER LOCAL CODE 120 VOLT PO
47. S ARE 1000 OR MORE ABOVE SIDEWALK AND OTHER LOCATIONS WHERE DIRECTED BY THE ENGINEER MONOLITHIC CURB SIDEWALK City of Coquitlam MONOLITHIC SIDEWALK drawing change REVISIONS CHECKED SCALE DATE ocr29 57 1 DRAWING coo ca COQ CS DWG WHEELCHAIR RAMP EXACT LOCATION SHALL BE DETERMINED BY THE ENGINEER ON SITE CROSSWALK EXISTING CURB amp GUTTER NOTES WHEN SIDEWALK ENDS MIDWAY AROUND CURVE THE CONTRACTOR SHALL INSTALL ASPHALT RAMP TO MEET EXISTING GRADE lt o x o EXISTING SIDEWALK 1 CONTRACTOR SHALL BREAKOUT ENTIRE SIDEWALK PANELS AS REQUIRED SIDEWALK PANELS MUST BE CUT AT SIDEWALK JOINTS CUTS WILL NOT BE PERMITTED IN THE MIDDLE OF SIDEWALKS 2 CONTRACTOR SHALL CUT AND REPAIR ENTIRE CURB SECTIONS BACK TO NEAREST CURB CONTRACTION JOINT 3 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK 4 SIDEWALK AND CURB SHALL BE SEPARATED WITH APPROVED CONTRACTION JOINT MATERIAL 5 WHERE SIDEWALK PANEL IS CUT AT SIDEWALK JOINT IT MUST BE CLEANED AND CONTRACTION JOINT MATERIAL INSTALLED TO SEPARATE EXISTING SIDEWALK FROM NEW SIDEWALK City of Coquitlam WHEELCHAIR RAMP DETAIL SEPARATE SIDEWALK _ RADIUS GREATER THAN OR EQUAL TO 12 0m City of Coquitlam TYPE B WHEELCHAIR RAMP REVISIONS Dam arr CHECKED
48. S SPECIFICATIONS 58 EZ nx Sue 150 584 27 BLACK AND YELLOW A REFECTORIZED PAINTING ON ROAD FACE OF BARRICADE BARRIER SECTION BULLNOSE SECTION 2 44m City of Coquitlam PRECAST REINFORCED CONCRETE NO POST BARRIER drawing change minor text changes 03 03 wg P came T IREWSIONS DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY SCALE NTS DATE 27 97 DRAWING NO coo niB STREET LIGHT TEL CABLE AND GE TREES HYDRO DUCTS UNDER SIDEWALK AND P STREET TREES 8 10cm MIN CAS ON OPPOSITE SIDE OF IN BCNTA STANDARD WIRE SIDEWALK BASKET PLANTED IN LINEAR 100mm ROOT TRENCH TOPSOIL 150 LEVEL OR SLIGHTLY ABOVE FINISHED LEVEL 150 COMPACTED ZONE BELOW TREE TO REDUCE SETTLEMENT NS EXISTING GRAVEL SUBGRADE 600 100mm DIA PERFORATED PVC DRAIN LINE TIED INTO STORM LINE FOR TRENCH DRAINAGE PLANTING SOIL IN ACCORDANCE WHERE SUBSOILS DO NO WITH SUPPLEMENTARY ALLOW INFILTRATION CONNECTION SPECIFICATION TO AVOID TREE PLANTING LOCATION SECTION THROUGH SECTION THROUGH ROOT TRENCH TREE LOCATION TRENCH WIDENING NO MORE SIDEWALK WIDTH OF ROOTBALL i 600mm TO MINIMIZE REDUCTION IN SUPPORT CURBS AND SIDEWALKS N NOTES PLANTING TRENCH CONTINUOUS EXCEPT AT TRANSFORMERS SERVICE VA
49. T BASIN MIN OF 100mm OF MINUS 19mm CRUSH MIN OF 200mm SELECT GRANULAR SUB BASE MIN 6 00m ALLOWANCE NOTE CATCH BASINS TO BE LOCATED AT LOW POINTS AND CONNECTED TO STORM SEWER AS LONGITUDINAL PROFILE REQUIRES AT LEAST ONE PER BLOCK AT LOW END AT CROSS STREET PL CURB ON GRAVEL BASE AS PER DWG COQ R17 MAY BE USED BY THE DESIGNER WHERE SPECIAL DRAINAGE AND OR GRADE PROBLEMS REQUIRE AND WHERE DICTATED BY THE MANAGER ALGEBRAIC DIFFERENCE IN CROSSFALL GRADE SHALL NOT EXCEED 6 PLOTTED 22 Jan 15 STANDARD LANE CONSTRUCTION DRAWING NUMBER DRAWN EXISTING COQ R16 Coguitlam STANDARD DETAIL DRAWINGS MIN 8 00 ALLOWANCE 0 65 6 7m 0 65 ROLL OVER CURB AS PER MMCD C4 gt lt c c c MIN OF 75mm ASPHALTIC CONCRETE IN ONE LIFT L MIN OF 100mm OF MINUS 19mm CRUSH MIN OF 200mm SELECT GRANULAR SUB BASE CATCH BASINS TO BE LOCATED AT LOW POINTS AND CONNECTED TO STORM SEWER AS LONGITUDINAL PROFILE REQUIRES AT LEAST ONE PER BLOCK AT LOW END AT CROSS STREET PL PLOTTED 22 15 PRIMARY ACCESS LANE REY COQ R17 8 0m RIGHT OF WAY 32 X 20 DRIFT PIN 450 JNSTALLATION COMMENCE INSTALLATION WITH HOOK SECTION ON LEADING END BULL NOSE SECTION TO BE PLACED FIRST END OF BARRIER IS A BULLNOSE SECTION WITH EYE CONNECTOR b Q 150 NO POST BARRIER TYPE A OR fe APPROVED EQUAL MEETING BC oz CE HIGHWAY
50. TOWN CENTER STYLE TRAFFIC SIGNAL POLES DATE APP DESIGNED BY DRAWN BY mr CHECKED BY APPROVED BY SCALE NTS DATE 91 03 06 DRAWING NO 43 FILE 4848 44 100 A F N UP TO 12m AS DETAILED ON DESIGN DRWG 6000 Pau A F O un di SIGNAL ARM FLANGE SEE DETAIL 190 X 190 X 16 M S PLATE 12mm X 30mm LONG CAD PLATED BOLT amp WASHER STEEL TOP CAP WELD 20mm WIDE FLAT INSIDE POLE DRILL amp TAP FLAT LARGE HANDHOLE City of Coquitlam TOWN CENTER STYLE SIGNAL POLE ARM amp FLANGE DETAILS DESIGNED BY DRAWN BY RF CHECKED BY APPROVED BY 3000 TO 6000 AS DETAILED ON DESIGN DRWGS re A F 1110 vm ARM FLANGE x SEE DETAIL Yr 8mm M S TAPERED SQUARE ARM FSIGNAL ARM 110 x 50 x 240 Lg CHANNEL 40 x 15 mm SLOTTED HOLE 4 HOLES 20 mm DIA SIGNAL ARM FLANGE City of Coquitlam TOWN CENTRE STYLE SIGN ARM rum SIGNED URS Donee 554 WE APP
51. TRAINER NOTES METER NEPTUNE OR SENSUS PIPE CONNECTIONS TO BE THREADED FLANGED OR COMPRESSION MECHANICAL FLANGE ADAPTOR ALL PIPE TO BE BRASS TYPE K COPPER TUBE OR WELDED STEEL ADJUSTABLE PIPE STANDS METER MAY BE PLACED ON FLOOR OF VAULT Coquitlam Water Utility 75 mm COMPOUND METER INSTALLATION FOR IRRIGATION ONLY Ne pam DESIGNED BY DRAWN BY CHECKED BY APPROVED BY FILE col SCALE NAS DATE 17 27 DRAWING NO TYRAP CONDUCTORS TO CONCRETE PULL BOX 1200 x 1200 x 1000mm STEEL BARS A E CONCRETE PRECAST PULL BOX BC HYDRO TYPE C W 1200 x 1200 CONCRETE NECK AND STEEL SPLIT HINGED LID WITH BOLTING AROUND TYP MECHANISM GALVANIZED 9 VERSES Ur DEES asqa 305 305 KNOCKOUT 8 USE 150 AS REQUIRED ELECTRICAL CONDUITS COMMUNICATION CONDUITS CAP 100mm 9 PERFORATED 40mm MINUS DRAIN PIPE 2 SIDES TYPICAL 4848 11 CLEAR AGGREGATE NOTES COUPLING 75 mm LENGTH OF RPVC CAP GLUED TO 75 mm Lg RPVC GROUND STEEL BARS amp STEEL LID INSTALL GALVANIZED STEEL BARS ACROSS VAULT SQUARE CHANNEL BAR IN SLOTS INSIDE OF VAULT CONDUCTORS SHALL BE NEATLY ORGANIZED amp GROUPED ON BARS AS DIRECTED BY ENGINEER ON SITE STEEL LIDS SHALL BE MARKED ELECTRICAL RPVC CONDUIT J B WALL HERE ONLY INSTALL COUPLING OR PULL STRING BELL END TIE OFF TO HANGER BAR NOT
52. UB HEAD FINISHED GRADE 1 2 X 16 18 PVC SCH BO NIPPLE PVC LATERAL STREET ELBOW SCH 80 PVC NIPPLED LENGTH AS REQUIRED SCH 40 PVC STREET ELBOW City of Coquitlam SHRUB HEAD DETAIL REVISIONS No DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY FILE COQ 102 DWG SCALE DATE EL NING NO LARGE TURF HEAD T ELECTRIC VALVE IN HEAD gt T x w X x x OX A x x w x x x x 9 carna lt x x x x xxx x xxx x o 4 24 VOLT CONTROL WIRE OR HYDRAULIC TUBING STREET ELBOWS PVC SCH 80 NIPPLED LENGTH AS REQUIRED STREET ELBOWS PVC SCH 40 City of Coquitlam VALVE IN HEAD ROTOR FILE COQ 103 DWG DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY SCALE NTS DATE 11 97 Ww DRAWING coQ 103 PLASTIC COVER T t 9 t eo ae CARSON BROOK 1419 VALVE BOX PVC BALL VALVE WITH WHEEL HANDLE FROM MAIN CONNECTION TO SPRINKLERS SCH 80 ADAPTORS SCH 80 NIPPLE WITH SCH 40 FEMALE ADAPTOR City of Coquitlam ISOLATION VALVE REVISIONS re APP DESIGNED BY DRAWN BY Ask CHECKED BY FILE CO0 104 DWG DESIGNED BY ASK APPROV
53. ULTS amp STREET LIGHTS TREES TO BE CENTRED IN BOULEVARD AND PLANTING TRENCH WIDENED TO ALLOW 300mm TOPSOIL AROUND ROOTBALL BOULEVARD Pe Destroy All Prints Bearing Rev No less than one indicated belo STREET CLASSIFICATION a it Standard Local 2 1 City of Coqui lam Standard Collector 2 05 Hillside Local 2 1 STREET TREE TRENCH AND PLANTING DETAIL Hillside Collector 2 1 Community Collector 25 REVISIONS DESIGNED DRAWN R D CHECKED PLOTTED NOTE dimensions in metres SCALE N T S DATE 17 OCT 11 SHT 1 OF 1 FILE COQ R19 VARIES 7 TREE STAKES 100mm DIA 100mm GRAUNULAR BASE J SHRUB IRRIGATION 7 y EXP AGG 22522050 CONCRETE COLLAR 8967 50mm uA IG Z SS e Y T8 5422025 g oS 05 ss SHRUB 0 8 1 0 TREE GROUNDCOVER 0 3m O C Q Pt Mp 12263 EXP AGG SPLASH STRIP A TTH 52 CURB PLAN City of Coquitlam MEDIAN TYPE ee dw pee les di nn CHECKED GY EAE A lt EN VARIES IRRIGATION STAKED IF REQ D 100mm DIA CURB ASPHALT SECTION td E 4 4 4 s s 4 4 LAWN 4 CURB EXPOSED
54. WER AND GROUND CONNECTIONS INSIDE HIGH VOLTAGE BOX IN CONTROLLER VALVE WIRE CONNECTIONS SHALL BE MADE INSIDE CONTROLLER CABINET 1 2 CONDUIT 120 VOLT POWER AND GROUND WIRES STEEL CONDUIT FINISH GRADE City of Coquitlam CONTROLLER INSTALLATION WALL MOUNT SCALE DATE 16 57 DRAWING NO 00 109 amp QUICK COUPLING VALVE BRASS PIPE FILE COQ 110 DWG VALVE BOX STEEL COVER A E CONCRETE 5686 lt DOUBLE CHECK VALVE ASSEMBLY S S BRASS PVC PIPE ALL CONNECTIONS ON ASSEMBLY TO BE THREADED TO SUPPLY City of Coquitlam DOUBLE CHECK ASSEMBLY MODEL WATT 00701 REVISIONS DESIGNED BY DRAWN BY ASK CHECKED BY APPROVED BY SCALE DATE pec 17 27 coa no 1490 2275 PLAN TWIN HINGED STEEL LIDS 20 LOADING PIT PAD IN NON TRAVELLED AREAS TO BE SUPPLIED WITH BOX ROAD OR RIGHT OF WAY SOM COMMUNICATION CONDUIT WITH MUNICIPAL ISOLATION VALVE PRECAST PULLSTRING CONCRETE BOX AE MODEL 2121 SERVICE VAULT SEE DWG WM 7 1405 FLOW ON BUILDING WALL IN TRAVELLED AREAS MAIN BENDS REQUIRED 100 mm CRUSHED GRAVEL SECTION _ DESCRIPTION _ GATE VALVE ISOLATION S
55. ations with clean soil free of rubbish 3 Backfill trenches in accordance with Section 02223 Excavating Trenching and Backfilling 4 Backfill material 150 mm above crown of all pipe shall have a maximum size of 12 mm in diameter 5 Remaining backfill shall have a maximum size of 25 mm in diameter 6 Dress off all areas to finished grades 3 9 Connection to City System 4 The Contractor shall connect to the downstream side of the City s curb stop or gate valve and install the water meter backflow preventer and main control shut off valve as shown on the Contract Drawings and in these supplementary specifications 3 10 Flushing 4 The entire sprinkler irrigation system shall be thoroughly flushed with water diverted to remove all direct scale and foreign matter of any nature before installing sprinkler heads 3 11 Winterization 4 The Contractor shall winterize of the entire system at the end of the first season The main control valve is to be closed and a hose from a 100 or 125 CFM compressor shall be attached to quick couple valve on the downstream side of the backflow preventer Allow compressed air to flow into the system and open each solenoid valve individually to allow the water to be expelled from the system Valves must be opened at least twice to insure all water is expelled from the system Alter all water is expelled from all portions of the system close off the air supply and relieve air pressure from the system Page 26 3
56. ause 2 1 3 Chain link fence fabric 9 gauge 3 55 mm diameter 50 mm mesh galvanized plastic coated or electro galvanized as specified in Contract Documents and replace with 3 Chain Link Fence Fabric to CAN CGSB 138 1 1 Baseball Backstop 6 gauge black vinyl coated steel wire woven into 50x50 mm size mesh on the first 3048 mm of backstop 9 gauge black vinyl coated steel wire woven into 50x50 mm size mesh on the top 7696 mm of backstop 9 gauge black vinyl coated steel wire woven into 50x50 mm size mesh on the 1500 mm of 45 degree overhang Soccer Backstop 6 gauge black vinyl coated steel wire woven into 50x50 mm size mesh on the first 2400 mm of backstop 9 gauge black vinyl coated steel wire woven into 50x50 mm size mesh on the top 2400 mm of backstop Linear Fence 9 gauge black vinyl coated steel wire woven into 50x50 mm size mesh 4 Tennis and Sport Courts Fences 9 gauge green vinyl coated steel wire woven into 44x44 mm size mesh Add Clause 2 1 13 Connections Fence connections to all be welded construction and coped fitted Add Clause 3 2 17 Form and pour a 300 mm wide by 100 mm deep float finished concrete apron mow strip under all fencing located in grass areas Page 16 2921 1 0 1 1 6 3 4 6 3 0 3 7 1 1 SUPPLEMENTARY SPECIFICATIONS Topsoil and Finish Grading General Related Work Source Quality Control Products Placing Growing Medium Seeding Products
57. d replace with Connections to ribbed PVC pipe to be made with a manufactured wye fitting where wye locations are known in advance For connections to ribbed PVC mainline pipe larger than 450 mm an insertable tee for ribbed PVC pipe is permitted for connections more than two sizes smaller than mainline pipe When an insertable tee is used hole cut into mainline pipe to cut as few ribs as possible Add Clause 2 5 11 Insertable tee fitting shall have a rubber collar which inserts into the mainline pipe to form a tight seal and shall have stainless steel band to secure the tee insert The tee insert shall be a standard bell end with depth control lugs Add Clause 2 3 12 Rubber couplings for gravity sewers shall have stainless steel shear bands along the body of coupling Add Clause 2 7 3 Pipe bedding shall be 19 mm clear crushed rock or as approved by the Contract Administrator Surround material above the springline within the pipe zone may be Type 2 Page 13 SUPPLEMENTARY SPECIFICATIONS 3 0 Execution 3 8 Connections to Existing Mainline Pipes 3 10 Service Connection Installation 3 10 Service Connection Installation 2725 and Catchbasins 2 0 Products 2 1 Materials 3 3 15 3 5 1 Catchbasin Installation Revision Date July 24 2003 Add Clauses Connections to existing mainlines 450 mm and smaller shall be made by removal of the section of the main and replacement with a manufactured PVC wye complete w
58. e planting of trees between October 1 and May 3 unless otherwise approved by the Manager Delete 2 1 2 1 and replace with All plant material to be nursery grown stock and meet BCSLA BCNTA standards All plants to be ball and burlap machine dug into wire basket or container grown stock Bare root trees are not acceptable Trees shall be 8 to 10 cm caliper with a rootball diameter of 80 cm to 1 0 m and depth of 80 to 90 cm 3 2 12 Sodding Delete Clause 3 2 12 3 5 1 8 Conditions for Total Performance 2950 Planting of Trees Shrubs and Groundcovers 1 0 General 1 0 3 Qualifications Add Clause 1 0 3 Stock 1 1 6 Related Work L4 Scheduling respectively Subdivision 2 0 Products 2 1 Plant Materials Delete 2 1 2 4 2 13 1 Premixed Planting Soil Add Clause 2 13 1 Premix soil for backfilling tree planting pits to be 50 excavated native material removed from tree planting pits 50 planting soil as specified in Section 02921 Planting Soil and Finish Grading Thoroughly mix components prior to backfilling tree pits Page 19 3 0 3 7 1 t3 3 10 SUPPLEMENTARY SPECIFICATIONS Execution Planting Mulching Mulching Mulching Conditions for Total Performance Guarantee Maintenance Revision Date July 24 2003 3 3 3 add Unless otherwise indicated on approved drawings trees are lo be planted on the centre line of the boulevard Where trenches are offset from boulevard centre line the trench must be widened
59. e work or otherwise resulting from his operations Keep existing culverts drains ditches and watercourses affected by the work clear of excavated material at all times When it is necessary to remove or alter any existing drainage structure provide suitable alternative measures for handling the drainage Adequately support culverts and drainpipes across trenches to prevent displacement and interference with the proper low of water due to trench settlement Sweep streets and clean catchbasins manhole sumps detention tanks and maintain siltation controls as often as the Manager deems necessary Follow all Federal and Provincial regulations and guidelines respecting protection of fish fish habitat and watercourses Add to 1 6 Pollution Control as follows 5 Immediately contain and clean up any leaks and spills of prohibited materials on the job site 6 Ensure that a well stocked spill kit is on site at all times and that the Contractor s employees are familiar with appropriate spill response techniques 7 Immediately notify the Contract Administrator of any leaks or spills of prohibited materials that occur on the job site 8 Ensure that any fuel stored on site is located at least 15 metres from the nearest stream and is placed within a bermed and lined area in order to prevent leaks or spills into the environment 9 Ensure that no equipment fueling or servicing is conducted within 15 metres of a stream Add 1 9 Archaeo
60. ide Superpave volumetric mix design using a 3 Should it become necessary to change the source of aggregates or asphalt cement a new mix design shall be completed and submitted to the Contract Administrator for review and approval This cost shall be the responsibility of the contractor 4 A Quality Control Plan QCP shall be submitted to the Contract Administrator at the preconstruction meeting No paving will be permitted until the QCP has been approved by the Contract Administrator The QCP shall include a monitoring procedure to confirm stockpile and plant aggregate gradations determination of moisture content during production gradation testing at start of production to confirm conformance to design mix and monitoring of mixing temperature The contractor shall employ qualified personnel including at least one certified technician to implement and oversee the QCP 5 The Superpave design gyratory compactive effort shall be based the following criteria which is selected for traffic volume of 3 to 30 million ESALs unless modified by the Contract Administrator Page 8 3 3 Placing Compaction SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 Number of Gyrations N initial 8 N design 100 N maximum 160 6 At least three 3 weeks prior to paving the contractor shall provide mix designs to the Contract Administrator for review and approval An off site test strip may be required to evaluate the workabi
61. ith stubs and double hub PVC couplings for PVC mains and approved shear band couplings for other mainline materials Connections to existing concrete mainline and mainlines larger than 450 mm shall be made in accordance with this section and will be made using a core cutter The Contractor shall video inspect all connections to existing mains following completion of the installation Clause 3 10 1 Install service connections to 3 6 and as shown on Standard Detail Drawing S8 and add Inspection chambers shall be provided on all storm service connections as per Standard Detail drawing S7 Delete Clause 2 1 11 Catchbasin leads to be minimum 150 mm diameter and of PVC DR35 and replace with Catchbasin leads to be minimum 150 mm diameter PVC DR28 Catchbasin leads larger than 150 to be as specified for mainline Delete Clause 3 3 15 Install drop structures where required to Standard Detail Drawings S4 and replace with Install drop structures where required to Supplementary Detail Drawings Coq S4 and Standard Detail Drawings S3 Maximum allowable inside ramp shall be 250mm invert to invert Delete Clause 3 5 1 Install catchbasins as shown on Standard Detail Drawing S11 to standards and installation procedures described on 3 3 and replace with Install catchbasins as shown on Supplementary Detail Drawing Coq SHEA Coq S11B and Standard Detail Drawing S11 to standards and installation procedures described on 3 3 Page 14
62. l valves on either side for isolation and testing All exposed pipe and fittings shall be brass Installation shall be as shown on supplementary drawings Valve Boxes Valve boxes blow out connections main shut off valves etc shall be installed in valve boxes as shown on the detail specification drawings suitable in size to permit ease of maintenance of the enclosed item Boxes shall be Carson series 1419 or AE Concrete model 5686 approved equal and shall be predrilled for the sensor pad All valve boxes drain boxes or access boxes shall be installed so the top of said structure is at the finished grade Sprinkler Heads Sprinkler heads shall be of the types and sizes with the diameter of radius of throw pressure and discharge as indicated on the Contract Drawings All heads of a particular type and for a particular function in the system shall be of the same make and model with identifying markings in such a position that they can be identified without being removed from the system Sprinkler Risers io All rotor pop up sprinklers shall have an adjustable riser assembly triple swing joint riser assembled by the use of at least 3 standard 90 degree street elbows as recommended by the sprinkler manufacturer and or as shown on the standard detail drawings All shrub heads to be installed on Schedule 80 PVC nipples with 2 PVC street elbows connecting nipple to lateral line Use of Marlex street elbows is not acceptable Other nipple
63. lity compactability rolling patterns and in situ mix properties Test strips shall be a minimum of one 1 paver width by ten 10 metres long at the thickness required in the contract The test strip shall be measured by the tonne as verified by weigh slips and paid for at the unit price bid per tonne Perform evaluation of moisture sensitivity of design mixture in accordance with AASHTO 7283 as per Superpave mix design requirements 7 During plant production the gradation of the asphalt mix shall be tested Samples shall be obtained at the plant both prior to and after the addition of the asphalt cement Test results shall be made available as soon as possible to allow for adjustments to the process The mixture properties shall be within the following tolerances of the design Gradation Tolerance 9 4 75 mm sieve and larger 5 2 36 mm 4 0 600 mm 3 0 300 mm 2 0 075 mm 1 5 The aggregate gradation should not exceed the Control Points even if the aggregate is within the permissible tolerance limits In no case may the sample gradation curve cross the maximum density line in the restricted zone Mixture Properties Criteria Asphalt Content by total mix 0 3 Air Voids 96 4 0 1 0 Voids in Mineral Aggregate For 19 mm Nom Size 13 0 min For 12 5 mm Nom Size 14 0 min Voids filled with Asphalt 65 75 Dust Proportion 0 6 1 2 Clause 3 5 4 3 Add except for local residential streets where
64. logical Historical Resources Immediately cease work and inform the Contract Administrator if any archaeological or historical resources are encountered during construction Leave these resources in place and do not disturb them in any way Page 2 2104 2 0 2 1 10 3 0 3 0 1 3 0 2 3 1 7 3 1 9 2210 14 SUPPLEMENTARY SPECIFICATIONS Shrub and Tree Preservation Products Materials Execution Existing Trees Pruning Site Grading Measurement and Payment Revision Date July 24 2003 Add Clause 2 1 10 Protective Fencing Posts Pressure treated wood 100 mm dia Post to be 1 8m to 2 0m in height at 2 0m Snowfence Dupont L 70 or approved equivalent Flagging Tape 4 Orange glow Tree Retention Area Add Clause 3 0 1 The Contractor is responsible to minimize damage to all trees which are to remain Add Clause 3 0 2 The Contractor will be responsible for all claims and costs including the cost of examination by an Arborist repair removal and replacement of trees as required by the Arborist and the Contract Administrator for tree damage where proper notification was not received from the Contractor Damage will be assessed based on the International Society of Arboriculture Guidelines The term shall be for a period of one year following the date of Total Performance of the contract work Add Clause 3 1 7 Place protective fencing barricades as detailed on Standard Drawing COQ R 15 C
65. mounted flush to the ground to prevent any damage from maintenance equipment Page 25 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 3 6 Controller Installation B The Contractor shall install the irrigation controller as shown on the Contract drawings and in the location to be determined by the Contract Administrator The automatic controller shall be easily accessible for maintenance 2 The Contractor is responsible low voltage wiring to the controller The City will connect 110 volt power supply to the irrigation controller 37 Testing And Inspection 4 Testing The Contractor is responsible for testing all pipe and sprinklers as follows 4 After the pipe is in place the bottom of the trench with risers in place cap the risers where the sprinklers will be attached and leave all pipe couplings and fittings exposed 2 Apply a pressure of 0 551 Mpa 80psi to each section using a test pump and calibrated container Maintain test pressure for 24 hours Inspect visually for leaks at the couplings and fittings cut out and replace faulty connections Retest system for one hour and note any pressure loss locate and repair defective sections until zero pressure loss achieved 3 8 Backfilling 4 Prior to backfilling all lines valves and fittings shall be inspected by the Contract Inspector and the appropriate authority where required 2 After system is operating and required tests have been made backfill excav
66. n spring wait until soil has warmed up Add 3 0 1 10 A letter of assurance has been submitted from the Landscape Architect hired by the Owner as required in section 10 03 of the Bylaw certifying he or she has carried out the function of Contract Administrator as required by this specification and that all materials is and all work has been completed in accordance with the Bylaw and approved design drawings and that conditions 3 10 1 1 to 3 10 1 9 applied at the time of certification Delete 3 11 1 and replace with The guarantee period shall be for one full growing season following planting Page 20 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 2960 Irrigation 1 0 General 14 Section 02960 refers to those portions of the work that are unique to the supply and installation of irrigation systems controllers valves automatic valves valve boxes and related appurtenances This section must be referenced to and interpreted simultaneously with all other Sections pertinent to the works described herein All details of irrigation facilities not specifically covered this Section to comply with the Irrigation Industry Association of British Columbia Standard 1 2 Related work 4 Site Grading Section 02210 2 Topsoil and Finish Grading Section 02921 3 Planting of Trees Shrubs amp Groundcovers Section 02950 1 3 Qualifications 4 The Contractor shall be members of the Irrigation Association of 2 The Contrac
67. n tested to ASTM C136 and ASTM C117 Superpave 19 mm Nominal Size for Lower Course Sieve Control Points Restricted Zone mm Boundary Min Max Min Max 25 100 0 19 90 0 100 0 12 5 90 0 9 5 4 75 2 36 23 0 49 0 34 6 34 6 1 18 22 3 28 3 0 600 16 7 20 7 0 300 13 7 13 7 0 150 0 075 2 0 8 0 7 Mix Design SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 Superpave 12 5 mm Nominal Size for Upper Course Sieve Control Points Restricted Zone mm Boundary 19 12 5 9 5 4 75 2 36 1 18 0 600 0 300 0 150 0 075 Min Max 100 0 90 0 100 0 90 0 28 0 58 0 2 0 10 0 Min 39 1 25 6 19 1 15 5 Max 39 1 31 6 23 1 15 5 It is recommended that the gradations pass below the restricted zone but this is not a requirement The contractor shall provide a gradation curve based on the results of at least five 5 samples for each aggregate type The curve shall note the upper and lower limits of the production control process Change Marshall Stability for both lower and upper course to 10 KN min Add new clause 2 2 4 For Superpave volumetric mix design the following shall apply 1 Design of mix will follow volumetric procedures as published in the Asphalt Institute Manual SP 2 Superpave volumetric mix design modified by AASHTO PP 28 standard practice for Superpave volumetric mix design for hot mix asphalt iv gyratory compactor The contractor shall prov
68. od and adjoining surfaces Small cut pieces from a full roll will not be accepted 18 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 Water sod area immediately with sufficient amounts to saturate sod and upper 100 mm of growing medium and add Water sod area immediately with sufficient amounts to saturate sod and upper 100 mm of growing medium Do not allow the sod to dry out so that the joints become visible Add Clause 3 5 1 8 The prime consideration for acceptance of work of this section shall be the establishment of a dense uniform cover of growth over 100 of all seeded areas All materials and execution shall conform to the latest edition the following standards or as otherwise specified BCSLA BCNTA British Columbia Landscape Standard BCNTA Standard for container grown stock CNTA Landscape Canada Metric Guide Specifications for Nursery American Standard for Nursery Stock Add Clause 1 1 6 Shrubs amp Tree Preservation Section 02104 Re number clauses 1 4 1 1 4 2 and 1 4 3 as 1 4 2 1 4 3 and 1 4 4 Add new clause 1 4 1 Tree plan ng must not commence until the Manager issues written permission to proceed The Manager may refuse to issue permission to proceed with planting of trees required under the and Development Servicing Bylaw until building construction on development or on the lots created by the subdivision is 90 complete or such earlier time as the Manager may determine Schedul
69. of assessment reports and seismic recording operations and replace with Contractor will arrange for assessment of adjacent buildings and structures to determine existing conditions and will provide building and structure owners with proposed blasting procedures and copies of assessment reports and seismic recording operations Delete Clause 1 7 2 Cost of seismic survey and monitoring reports will be paid by Owner and replace with Cost of professional seismic survey and monitoring reports will be paid by Contractor Excavating Trenching and Backfilling Products Surface Restoration Delete Clause 3 6 3 1 Restore surface with minimum 75mm granular road base material and replace with Restore surface with minimum 100mm of 19mm granular road base material Roadway Excavation Embankment and Compaction General Measurement for payment Delete Clause 1 8 5 2 Initial cross sections will be taken after clearing and grubbing and stripping of topsoil and immediately prior to excavation of material to be incorporated into work and replace with Cross sections will be taken after clearing and grubbing and after stripping of topsoil immediately prior to excavation of material to be incorporated into work Delete Clause 1 8 5 4 Where the average thickness of excavation is less than 0 5 metre volume will be established from loose truck box volume as determined by Contract Administrator and replace with Where determined by the
70. of CSA B137 3 2 High Density Polyethylene Pipe 4 AWWA C906 Series 160 or to pressure class shown on the Contract Drawings 2 3 Plasuc Pipe Fittings And Connections 4 Plastic pipe fittings to be installed shall be moulded fittings manufactured of the same material as the pipe and shall be suitable for solvent weld slip joint ring tight seal thermo fusion or screwed connections 2 Nipples and fittings shall schedule 40 unless otherwise designated standard detail drawings 24 Brass Pipe and Fittings 4 Brass pipe and fittings shall be schedule 40 2 5 PVC Solvent Connections 4 Solvent and primers shall be as manufacturers specifications for type of pipe used Page 22 2 10 t2 11 ho SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 Main Valves All gate valves ball valves corporation stops and curb stops shall be to Section 2666 Waterworks 2 0 Products Automatic Control Valves 4 Control valves are to be 24 volt 60 cycle 2 watt normally closed solenoid Rainbird PEB series or approved equivalent Control valves shall operate with 18 to 30 volts power at the solenoid Operator valve shall have a screen protection to filter grits or fines etc and shall be accessible from the top Back Flow Preventer Double check back flow preventer valve shall be to CSA B64 5 and shall be a Watts Model 007 QT or approved equivalent The back flow preventer must have brass bal
71. ontractor shall maintain fence in good condition during construction Add Clause 3 1 8 When work is to be performed inside fenced areas Contractor shall take care to avoid damage to existing vegetation Work to be done inside areas of existing vegetation to be retained includes Removal of isolated trees as directed by Contract Administrator 2 Selective pruning and tree removal at edges to create tidy and well shaped forest edge Placing planting soil and planting of trees Add Clause 3 1 9 Do not park service or fuel vehicles within the vegetation retention areas Add Clause 3 4 2 Do not cut roots or branches of retained trees without approval of Contract Administrator Delete Clause 1 4 4 and replace with Where determined by the Contract Administrator that truck box volume will be used to determine excavation quantities the volume per load shall be determined using 75 of the struck box quantity 1 4 8 Replace reference to Section 2210 with Section 2224 1 8 5 Page 3 2221 1 0 1 7 2223 2 0 3 6 3 1 SUPPLEMENTARY SPECIFICATIONS Rock Removal General Seismic Survey Seismic Survey Revision Date July 24 2003 Delete Clause 1 7 1 Contract Administrator will arrange for professional assessment of adjacent buildings and structures to determine existing conditions and will provide the Contract Administrator and the building and structure owners with proposed blasting procedures and copies
72. order to insure that the final rebound requirements can be obtained with the asphalt pavement In the event that such deflection are in excess of those required to produce the final standards than the base shall be adequately strengthened by additional gravel or asphalt concrete to insure that final deflections as follows are not exceeded The Benkleman spring rebound value of the completed pavement surface shall not at any point exceed 0 75mm for arterial industrial roads and lanes 1 15mm for collector roads and 1 5mm for local roads and lanes as determined in the procedures outlined in the Transportation Association of Canada publication Pavement Management Guide Delete Clause 2 1 1 2 75mm pit run gravel Delete Clause 2 1 1 4 pit run sand Delete Clause 2 1 1 5 approved native material Page 5 SUPPLEMENTARY SPECIFICATIONS Revision July 24 2003 2235 Reshape Existing Subgrade 1 4 Measurement and 1 4 2 Delete sentence Measurement will be made by loose truck box Payment volume of the sub base brought to the site and incorporated into the work And add Where determined by the Contract Administrator that truck box volume will be used to determine excavation quantities the volume per load shall be determined using 75 of the struck load quantity 1 42 Measurement and Delete last sentence Measurement will be made by loose truck box volume Payment of the sub base brought to the site and incorporated into work 2512
73. orporation stop valve boxes at mainline tees or tappings on services 75 mm dia and larger as specified for Mainline Valve Boxes and replace with Corporation stop valve boxes at mainline ees or tappings on services 50 mm dia and larger as specified for Mainline Valve Boxes per supplementary drawing Coq W2e and W2f Delete Clause 2 5 1 Pipe diameter 19 mm to 75 mm to be Polyethylene to AWWA C901 Pressure Class 160 tubing certified to CSA B137 1 or Type K annealed copper to ASTM B88M and replace with Pipe diameter 19 mm to 75 mm to be Type K annealed copper to ASTM B88M Add Clause 2 8 3 Shall conform to Type 2 gradation Add Clause 3 10 13 Service connections off existing mains to be wet tapped by the Contractor under the supervision of the Contract Administrator Clause 3 12 1 and add Standard off set from property line shall be 1 0 metres Delete Clause 3 23 1 Connections to existing waterworks systems will be made by the Municipality Make all necessary arrangements with the Contract Administrator to schedule work to prevent construction delays and replace with Connections to existing waterworks systems will be made by the Contractor under the supervision of the Contract Administrator Make necessary arrangements with the Contract Administrator to schedule work to prevent construction delays Page 11 SUPPLEMENTARY SPECIFICATIONS 272 Storms Sewers 1 0 General 1 6 Measurement Payment 1 6
74. orridors are located under sidewalks fronting urban commercial uses PLOTTED 22 Jan 15 DATE JAN 201 5 DRAWING NUMBER ARTERIAL STREETS BRANI REY COQ R2A Coguitlam STANDARD DETAIL DRAWINGS 0 75 0 75 lt 3 O 5 o zi lt gt 5 ie lt 9 o x 25 A fadt lt 0 22 Increase dimension as required to provide adequate h clearance between larger sewers and or manholes ROAD SIDEWALK AND BOULEVARD DIMENSIONS Curb to Vehicle Bike 3 4 Street type RoW width Curb width l lanes facility Votume Parking Boulevard Sidewalk a b c d f q hared Community Collector 3 000 13 4 4 3 b both sid 6 2x2 5 separate 2 3 3 1 5 in 220907 sides 2x4 6 2x2 5 19 15 000 boulevord City Collector with on street 2x1 5 bike 6 000 2 1 5 bike 6 000 id TRUE 19000 City Collector 0 1 6 000 w o Bike Route n a 15 000 both sides 2x2 20 Community Collector shared Lower Density 20 0m 11 0 bikeway lt 6000 both sides 2x2 20 industrial Service Commercial shared 3 000 Collector Locol 200m no wide curb 6 000 1 Representative of mid block sections auxiliary lane s at intersections are not included Up to 5 0m of additional ROW may be required 2 4 5 2 Bicycle facilities are to be implemented on designated routes in accordance
75. ped clean with a dauber wetted with PVC primer Cement shall be applied with a light coat on the inside of the fitting and a heavier coat on the outside of the pipe Pipe shall be inserted into the fitting and given a quarter turn to set the cement Excess cement shall be wiped from the outside of the pipe Threaded connections shall have four 4 full wraps of Teflon tape Sleeves shall be installed by the Contractor for all lines under paved areas with a minimum cover of 450 mm 18 For main lines PVC sleeves shall be three pipe sizes larger for lateral lines PVC sleeves shall be two pipe sizes larger Main and supply lines may occupy same trench as sprinkler lines a minimum horizontal clearance of 150mm shall be maintained Irrigation lines shall not run directly over or touch another irrigation line or piping This requirement does not apply to any lines crossing at angles from 45 to 90 degrees with each other A minimum 25 mm vertical clearance shall be maintained between lines which cross between these angles Irrigation lines shall have a minimum horizontal clearance of 300 mm and a minimum vertical clearance of 150 mm from other services Balancing System The Contractor shall balance and adjust the various components of the sprinkler system to maximize the efficiency of the system This includes synchronization of the controllers adjustment of pressure regulators pressure relief valves part circle sprinkler heads and individ
76. reproducible sepia in accordance to Section 01721 2 Manual Provide a service manual showing all parts breakdown for each different components of the irrigation system as well as maintenance procedures Page 21 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 1 6 Instruction 4 Provide services of a competent instructor to inform the City s maintenance personnel of irrigation system operation 1 7 Measurement and Payment 4 Supply and installation of irrigation works will paid as lump sum unless otherwise shown in the Form of Tender 2 Irrigation lump sum price s shall include labour equipment and materials required to complete installation as shown on the Contract Drawings and as described in the Contract Documents 2 0 Products 2 1 Materials x Wherever such terms as as per manufacturer s specifications is used it shall mean in strict accordance with the manufacturer s printed directions If these directions conflict with this Specification the matter shall be brought to the attention of the Contract Administrator for resolution prior to proceeding with the work All materials shall be new and in perfect condition 2 2 2 Pipe Joints and Fittings 1 Polyvinyl Chloride PVC Pressure Pipe 4 All PVC mainline piping shall be Series 160 manufactured to B137 3 2 PVC sprinkler piping downstream of valves shall be Class 200 Polyvinyl Chloride 1120 conforming to requirements
77. s of the swing joint riser shall be the size and length required for proper installation of the sprinkler head drain valve and or automatic control valve Automatic Controllers Automatic controllers shall be 110 volt power input and 26 5 volt 60 cycle power output Rainbird solid state RCMB series Hardie 18 or approved equivalent Automatic controllers located outside shall be encased in a sturdy lockable weatherproof aluminium mounting box manufactured by Vancouver Electric Box Company or approved equivalent as shown on supplementary detail drawing Page 23 2 13 2 14 2 15 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 Wiring 4 Wiring to be used for connecting the automatic controllers shall be T W U minus 40 14 solid copper conductor installed in accordance with B C Electrical Codes 2 Wire splices shall be King Brothers CSA waterproof connectors Splices shall only be made the valve boxes 3 All wiring shall be buried a minimum of 300mm below grade unless installed in conduit Water Meter 4 Water meter shall be Sensus Touch Read or Neptune Pro Read or approved equivalent as per the City of Coquitlam Water Meter Specifications The meter shall be installed to measure water used for the irrigation system only Blowout Valve d Blowout valve shall be the quick coupler valve model Rainbird No 5 RC or approved equivalent 3 0 Execution 3 1 3 2 Layout of Sprinkler Sy
78. signated routes in accordance with the Strategic Transportation Plan and OCP Neighborhood Plans as amended 3 Parking is for general guidance only Parking may be restricted on one or both sides of the street for all periods or certain periods of the day at the discretion of the City PLOTTED 22 15 DATE JAN 2015 DRAWING NUMBER LOCAL STREETS COQ R2C SCALE N T S Coguitlam STANDARD DETAIL DRAWINGS NOTES 1 UTILITIES WITHIN 2 5m OF COUNTERPOISE TO BE IN PLASTIC SLEEVE 2 PLANTING TRENCH CONTINUOUS EXCEPT AT TRANSFORMERS amp STREET LIGHTS 3 TREES AND STREET LIGHTS TO BE CENTRED IN BOULEVARD OR LOCATED WITHIN THE FURNISHING ZONE AS PER NEIGHBORHOOD DESIGN GUIDELINES WHERE APPLICABLE 4 HYDRO AND COMMUNICATIONS OFFSETS BASED ON A STANDARD 1 5m SIDEWALK AND MAY BE ADJUSTED FOR WIDER SIDEWALKS R L 0 15 0 9 MIN 0 75 TO XN 0 15 MIN 0 60 N STANCHION DO SS rds m PAD asss Bas COUNTERPOISE TEN 5 2 o a 9 0 TREE PLANTING TRENC x a E E 20 65 0 60 1 95 2 5 FOR HIGHER DENSITY COMMUNITY COLLECTOR WITH CYCLE TRACK SEE COQ R25 PLOTTED 22 Jan 15 ARTERIAL COLLECTOR amp LOCAL COQ R3 Coguitlam STANDARD DETAIL DRAWINGS BOULEVARD SIDEWALK WATERMAIN O SEWER Increase dimension e as required to provide adequate clearance between larger sewers and or manholes ROAD AND RIGHT OF WAY DIMENSIONS
79. stem 41 Staking of sprinkler system shall be done by the Contractor in accordance to the Contract Drawings and as approved by the Contract Administrator Trench Excavation 4 Pipe shall be installed with minimum of 300 mm of cover for all lateral piping and 450mm for all mainline piping 2 Trenches shall be free from rock debris or sharp particles Backfilling shall be accomplished in a manner to ensure no future settlement of the ditch and damage of the pipe 3 The Contractor shall be responsible for repairing all trench settlement during the maintenance period 4 The Contractor may have the option of installing the pipe with a pipe puller subject to approval of the pulling equipment by the Contract Administrator Puller shall be of the Mechanical Mole type which permits creation of an underground void sufficient in size to allow pipe to be pulled back and forth without difficulty prior to surface disturbance 5 A vibratory plow may be used if depth of pipe can be met 6 Trenches bottoms shall be straight with a uniform slopes and pipe laid on firm soil at all points Installation of Pipe and Sleeves 4 piping and materials shall be installed accordance with the manufacturer s specifications and as specified herein Page 24 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 PVC pipe ends shall be cut 90 degrees to the pipe length and cleaned of all cutting burrs prior to cementing Pipe ends shall be wi
80. the maximum lift thickness for asphalt paving is 75 mm Minimum lift thickness for surface course shall not be less than 35 mm for local residential streets and 50mm for other classes of roads Add For Superpave Asphalt the following shall apply Roll asphalt continuously to a density between 94 to 9656 of the Theoretical Maximum Relative Density of the mix A minimum of four 4 out of five 5 consecutive density tests shall meet this criteria No individual test shall be less than 92 A Quality Control Plan QCP shall be submitted to the Contract Administrator prior to paving which shall include full details of the paving equipment rate of placement proposed rolling patterns for breakdown intermediate and finishing rollers in situ density testing during and after compaction and monitoring of temperature of the asphalt mix in the trucks Page 9 SUPPLEMENTARY SPECIFICATIONS Revision Date July 24 2003 3 7 Joints Delete clause 3 7 5 in its entirety and Add Construct butt joints as directed in the field by the Contract Administrator 2523 Concrete Walks Curbs and Gutters 3 9 Expansion Joints Delete 3 9 1 Form transverse expansion joints at both ends of curb returns and at a maximum spacing of 9m for sidewalks 9m for curb and gutter at each end of driveway crossings and at tangent points on circular work and replace with Form transverse expansion joints at both ends of curb returns and at a maximum spacing of
81. to plant trees on the centre line The trench widening will be no more than 300 mm on each side of the root ball to minimize the reduction in compacted fill supporting curbs and sidewalks Add Clause 3 3 4 5 For wire cage rootballs cut away top rootball ties and fold back top portion of wire cage so it does not protrude through backfill soil when finish graded Add Clause 3 3 4 5 The Contractor shall take all necessary measures to ensure tree holes are free draining Inform Contract Administrator if tree hole is not free draining Backfill with pre mixed planting soil to bring the plant material to the depth they were originally growing Delete Clause 3 7 1 Immediately after all planting is complete and finish grading approved by Contract Administrator place bark mulch in even layers and replace with After finish grading is complete and all debris or weeds have been removed place bark mulch inside tree planting saucer an even layer that shall be 75 mm in depth after settling Apply application of ammonium nitrate or ammonium sulfate at the time of planting Delete Clause 3 7 2 Ensure minimum depth of bark mulch 50 mm after settlement and replace with Ensure minimum depth of bark mulch 75 mm after settlement Add Clause 3 7 3 Mulch material that is susceptible to blowing must be moistened and mixed with topsoil before applying When mulching is placed in fall place immediately after planting When mulch is placed i
82. tor shall employ personnel familiar with proper irrigation procedures under supervision of a qualified foreman 14 Materials Certification Products having CSA certification to be used where readily available Certification by Standards Council of Canada approved independent third body that products conform to CSA standards is acceptable in lieu of CSA certification 2 At least two weeks prior to commencing work submit manufacturer s recent test data and certification that materials to be incorporated into works are representative and meet requirements of this Section 1 5 Submittals 1 Record Drawings io The Contract Administrator will furnish the Contractor with one set of prints of the Irrigation Drawings showing all sprinkler work required under this Contract for the purpose of having the Contractor record as built details for changes that may have been made during actual installation of system Immediately upon installation of any piping valves wiring sprinkler heads etc in locations other than indicated the Contractor shall clearly indicate such changes on this drawing and provide details as necessary to produce record drawings Alter final acceptance of the works the Contractor shall be responsible for having drawings and details prepared in AutoCAD format showing all such changes and these shall be turned over to the Owner for recording purposes The drawings shall be at the same scale as the originals and to be
83. ual station adjustment on the controllers Installation and Adjustment of Sprinkler Heads Location to Rotary sprinklers shall not be installed until all mains and lateral lines have been thoroughly flushed Flushing shall be accomplished in such a manner to insure adequate pressure and water velocity at any head location being flushed The swing joints shall be snug and free from leaks Any joint evidencing leaking shall be removed re taped and reinstalled Where leaking continues on any joint the faulty nipples and or elbow shall be removed from the joint and not be re used elsewhere on the project Spray heads shall be installed on a Triple Swing Joint and set flush with grade Triple Swing Joint shall be comprised of a minimum of three schedule 40 PVC Street Ells and one schedule 80 PVC Nipple as per supplementary drawings Quick coupler valves shall be installed on swing joint assemblies and set flush with grade Swing joint assembly shall be comprised of a minimum of two schedule 40 PVC Street Ells elbow threaded one schedule 40 PVC nipple length to suit one brass threaded elbow one brass threaded street elbow and one brass 6 riser Minor changes in sprinkler head locations to ensure adequate coverage shall be made by the contractor as requested by the Contract Administrator at no additional cost to the Contract Sprinkler assemblies shall be carefully backfilled and compacted to prevent settling The sprinkler heads shall be
84. x mi lt mo p xz Du gt lt EZ 23 i 5 gi By z o m l mx E ul lt B D 2 P n n gt amp e i 5 E S m gt 3 5 8 2 5 i VARIES 5 NOTE 1 WHERE DRIVEWAY IS AT LOWER GRADE THAN SIDEWALK CROSSING SLOPES BREAKOUT POINT AND D W GRADE AS INDICATED BY DASHED LINES IN SECTION IF APPROVED BY THE MANAGER gt 2 WHERE NEW CROSSING 15 INSTALLED IN EXISTING SIDEWALK BREAKOUT TO NEAREST EXPANSION JOINT TOOLED TRANSVERSE LINE SECTION City of Coquitlam LOCAL COLLECTOR Crossing of Curb Gutter and Sidewalk pate DESIGNED BY ORAWN BY Ask CHECKED BY APPROVED BY FILE COQ C7 DWG SCALE NTS DATE oct 21 97 DRAWNG 09 7 SCORE LINES 150cc SLOPE AS SPECIFIED BY ENGINEER MAY BE REVERSED PROPERTY LINE EXPANSION JOINT x x x x x x x x x x VARIES 1500 2250 25 TO 230 max TO SUIT DRIVEWAY 2 EXPANSION JOINT SECTION NORMAL S W GRADE EXPANSION JOINT CURB FACE o Uv 5 5 lt m xs lt lt m oz o gt EX gt gu 5 e i E N 144 E o Q lt te 5 8 5 z 5 d 5 4 7 2 o NOTE WHERE DRIVEWAY 15 AT LOWER GRADE THAN 14 SIDEWALK

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