city of colwood...city of colwood project name: allandale pit pumping system indicative design...

CITY OF COLWOOD

PROJECT NAME: ALLANDALE PIT PUMPING SYSTEM

INDICATIVE DESIGN

117-877 GOLDSTREAM AVENUEVICTORIA, BC V9B 2X8

(250) 915-2000

3300 Wishart RoadVictoria, B.C. V9C 1R1

(250) 478-5999

LOCATION PLAN

SCALE: 1:3,000m

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AutoCAD SHX TextMONUMENT 88H39-42

AutoCAD SHX TextSURVEY INFORMATION: 1. ALL ELEVATIONS ARE GEODETIC DATUM AND ARE REFERENCED TO ALL ELEVATIONS ARE GEODETIC DATUM AND ARE REFERENCED TO MONUMENT 88H39-42 ON ALLANDALE ROAD. ELEVATION = 75.944

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AutoCAD SHX TextOverall Site Plan - Ortho

AutoCAD SHX TextAllandale Pit Pumping System

AutoCAD SHX TextProposed Site - Lift Station

AutoCAD SHX TextSite - Piping and Instrumentation Diagram

AutoCAD SHX TextDetails - Manhole Views

AutoCAD SHX TextProposed Tube Feeding - Plan and Profile - Guidance Only

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AutoCAD SHX TextGeneral Arrangement Plan

AutoCAD SHX TextSteel Storage Container - General Arrangement

AutoCAD SHX TextVETERAN'S MEMORIAL PARKWAY

AutoCAD SHX TextSOOKE RD

AutoCAD SHX TextALLANDALE ROAD

AutoCAD SHX TextLAREN RD

AutoCAD SHX TextMETCHOSIN RD

AutoCAD SHX TextWISHART RD

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AutoCAD SHX TextPEARKES

AutoCAD SHX TextEIDERWOOD PL

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AutoCAD SHX TextWASTEWATER FORCEMAIN

AutoCAD SHX TextCONSTRUCTION NOTES: 1.0 GENERAL CONSTRUCTION NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CONTRACT DOCUMENT, MASTER ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO CONTRACT DOCUMENT, MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD), MMCD SUPPLEMENTS. 2. REPAIR AND/OR REPLACE ALL INFRASTRUCTURE/PRIVATE PROPERTY DAMAGED OR REPAIR AND/OR REPLACE ALL INFRASTRUCTURE/PRIVATE PROPERTY DAMAGED OR REMOVED DURING CONSTRUCTION, TO BETTER THAN, OR EQUAL TO PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE CITY ENGINEER. 3. RESTRICT ALL WORK TO CITY OF COLWOOD RIGHT-OF-WAY. NO ENCROACHMENT ONTO RESTRICT ALL WORK TO CITY OF COLWOOD RIGHT-OF-WAY. NO ENCROACHMENT ONTO PRIVATE PROPERTY IS PERMITTED. 4. CONTACT BC1CALL AT 1-800-474-6886 FOR EXTERNAL UTILITY LOCATIONS AT LEAST 72 CONTACT BC1CALL AT 1-800-474-6886 FOR EXTERNAL UTILITY LOCATIONS AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTACT ALL OTHER RELEVANT SERVICE PROVIDERS FOR UTILITY LOCATIONS AT LEAST 72 HOURS PRIOR TO START OF CONSTRUCTION. NOT ALL UTILITIES MAY BE SHOWN, IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION AT NO EXTRA COST TO THE CONTRACT. EXISTING GAS AND WATER MAINS ARE UNDER PRESSURE AND THE CONTRACTOR IS TO TAKE ALL PRECAUTIONS TO PROTECT AND MAINTAIN ALL EXISTING ACTIVE UTILITIES DURING CONSTRUCTION. 5. BC HYDRO, TELUS, SHAW CABLE AND FORTISBC FACILITIES ARE SHOWN SCHEMATICALLY BC HYDRO, TELUS, SHAW CABLE AND FORTISBC FACILITIES ARE SHOWN SCHEMATICALLY ON THESE DRAWING. ACTUAL LOCATION MAY DIFFER. REFER TO UTILITY COMPANY DRAWINGS (BC1 CALL) FOR CONSTRUCTION DETAILS. 6. EXCAVATE AND CONFIRM LOCATION AND ELEVATION OF EXISTING SEWER, DRAIN AND EXCAVATE AND CONFIRM LOCATION AND ELEVATION OF EXISTING SEWER, DRAIN AND WATER MAINS AND UTILITIES AT ALL CROSSINGS AND CONNECTION POINTS A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION. WHERE INFORMATION DOES NOT MEET REQUIREMENTS OF CONTRACT, CONTACT CONTRACT ADMINISTRATOR. ENSURE THAT NEW UTILITIES CAN BE TIED INTO EXISTING UTILITIES FOR STRAIGHT TIE-IN AT EXISTING ELEVATION. 7. ENSURE ALL EXISTING SERVICES STAY IN OPERATIONAL CONDITION DURING ENSURE ALL EXISTING SERVICES STAY IN OPERATIONAL CONDITION DURING CONSTRUCTION. PROVIDE BYPASS PUMPING AS REQUIRED TO CONSTRUCT WORKS. 8. BACKFILL SEWER, DRAIN AND WATER MAINS AND UTILITY TRENCH AS PER MMCD STD. BACKFILL SEWER, DRAIN AND WATER MAINS AND UTILITY TRENCH AS PER MMCD STD. DWG. G4 IN ACCORDANCE WITH MMCD SECTION 31 23 01. BED ALL PIPE USING CLASS 'B' BEDDING. IN ROAD, PIPES TO HAVE CLASS B BEDDING WITH FULL DEPTH GRAVEL BACKFILL. 9. WHERE A TRENCH IS UNDER OR WITHIN 1.00m OF THE EDGE OF A ROAD OR DRIVEWAY, WHERE A TRENCH IS UNDER OR WITHIN 1.00m OF THE EDGE OF A ROAD OR DRIVEWAY, USE IMPORTED GRANULAR BACKFILL FROM THE TOP OF THE PIPE BEDDING TO THE TOP OF THE ROAD, PARKING OR DRIVEWAY SUBGRADE. 10. ALL UNUSED EXCAVATED TRENCH AND SUB-EXCAVATION MATERIALS MAY BE DISPOSED IN ALL UNUSED EXCAVATED TRENCH AND SUB-EXCAVATION MATERIALS MAY BE DISPOSED IN THE RIGHT-OF-WAY. 11. ALL SURVEY LAYOUT SHALL BE PROVIDED BY THE CONTRACTOR AT THE CONTRACTORS ALL SURVEY LAYOUT SHALL BE PROVIDED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 12. BE RESPONSIBLE FOR AND PAY FOR ALL TRENCH DE-WATERING. BE RESPONSIBLE FOR AND PAY FOR ALL TRENCH DE-WATERING. 13. REMOVE AND REPLACE MONUMENTS AS NECESSARY FOR CONSTRUCTION OF WORK AT NO REMOVE AND REPLACE MONUMENTS AS NECESSARY FOR CONSTRUCTION OF WORK AT NO COST TO THE OWNER. REPLACEMENT MONUMENTS SHALL BE SURVEYED BY A LICENSED BCLS. 14. ACQUIRE CITY OF COLWOOD PERMIT TO ALTER OR CONSTRUCT ON CITY RIGHT-OF-WAY ACQUIRE CITY OF COLWOOD PERMIT TO ALTER OR CONSTRUCT ON CITY RIGHT-OF-WAY AS PER CONTRACT DOCUMENTS. 15. MAINTAIN VEHICULAR, CYCLIST AND PEDESTRIAN ACCESS THROUGH THE SITE DURING MAINTAIN VEHICULAR, CYCLIST AND PEDESTRIAN ACCESS THROUGH THE SITE DURING CONSTRUCTION. 16. PROVIDE SECURITY FENCING AND BARRICADES DURING CONSTRUCTION TO DELINEATE PROVIDE SECURITY FENCING AND BARRICADES DURING CONSTRUCTION TO DELINEATE PROJECT SITE AS REQUIRED TO PROTECT PEDESTRIAN TRAFFIC. 2.0 SEWER NOTES: 1. SEWER PVC PIPE SHALL BE HDPE AS NOTED ON THE DRAWINGS AND CALLED FOR IN SEWER PVC PIPE SHALL BE HDPE AS NOTED ON THE DRAWINGS AND CALLED FOR IN THE CONTRACT DOCUMENTS. 2. INSTALL SECONDARY PUMP STATION 75mm FORCE MAIN AS CALLED FOR ON THE INSTALL SECONDARY PUMP STATION 75mm FORCE MAIN AS CALLED FOR ON THE DRAWINGS OR ALTERNATIVELY CONNECT THE 75 mm FORCEMAIN TO THE PUMP STATION WET WELL. PROVIDE ALTERNATIVE AND COST IMPLECATIONS IN TO REQUEST FOR PROPOSAL. INSTALL SEWER PIPING IN ACCORDANCE WITH MMCD SECTION 33 30 01 UNLESS OTHERWISE SPECIFIED. 3. EXCAVATION, TRENCHING AND BACKFILL TO BE IN ACCORDANCE WITH MMCD SECTION 33 EXCAVATION, TRENCHING AND BACKFILL TO BE IN ACCORDANCE WITH MMCD SECTION 33 23 01. 4. DO NOT START ANY BACKFILL OPERATION UNTIL THE WORKS HAVE BEEN INSPECTED BY DO NOT START ANY BACKFILL OPERATION UNTIL THE WORKS HAVE BEEN INSPECTED BY THE CONTRACT ADMINISTRATOR. 5. THE INTENT IS TO INSTALL THE 150mm FORCE MAIN IN THE EXISTING INACTIVE 300mm THE INTENT IS TO INSTALL THE 150mm FORCE MAIN IN THE EXISTING INACTIVE 300mm DIAMETER SEWER FORCE MAIN IN ACCORDANCE WITH MMCD SECTION 33 05 23, EXCEPT THAT WE ARE NOT BURSTING THE EXISTING PIPE, MEARLY USING IT AS A CASING. 6. SEWER MAINS MUST BE PRESSURE TESTED TO 1.5 TIMES THE WORKING PRESSURE AND SEWER MAINS MUST BE PRESSURE TESTED TO 1.5 TIMES THE WORKING PRESSURE AND VIDEO INSPECTED IN ACCORDANCE WITH MMCD SECTION 33 01 30.1. SUBMIT TEST REPORTS TO CITY OF COLWOOD UPON COMPLETION. 7. ISOLATION OF SEWAGE ENTERING MANHOLE AS REQUIRED TO MAINTAIN OPERATION ISOLATION OF SEWAGE ENTERING MANHOLE AS REQUIRED TO MAINTAIN OPERATION DURING CONSTRUCTION. LOCATION OF PUMP OUT AND DISPOSAL LOCATION OF SEWAGE IS TO BE REVIEWED WITH THE CITY OF COLWOOD. 8. PROVIDE AND PAY FOR ALL WATER FOR TESTING. OBTAIN AND PAY FOR CITY OF PROVIDE AND PAY FOR ALL WATER FOR TESTING. OBTAIN AND PAY FOR CITY OF COLWOOD PERMIT TO CONNECT TO CITY FIRE HYDRANT. 9. TENDERERS ARE ENCOURAGED TO REVIEW THE DRAWINGS AND SPECIFICATIONS AND TENDERERS ARE ENCOURAGED TO REVIEW THE DRAWINGS AND SPECIFICATIONS AND PROVIDE AN ALTERNATIVE TENDER IN ACCORDANCE WITH MMCD INSTRUCTIONS TO TENDERERS - PART II. TENDERERS MAY REQUEST APPROVED EQUALS DURING THE RFP PHASE IN ACCORDANCE WITH MMCD INSTRUCTIONS TO TENDERERS - PART II. 3.0 ENVIRONMENTAL NOTES: USE BEST MANAGEMENT PRACTICES AND MMCD SECTION 01 57 01 DURING CONSTRUCTION. ADJUST WORK ACTIVITIES DURING PERIODS OF HEAVY RAIN TO MINIMIZE SEDIMENTS ENTERING THE STORM DRAINAGE SYSTEM. SOME BMP'S TO CONSIDER: 1. CHECK ALL EQUIPMENT FOR FLUID LEAKS PRIOR TO ENTERING THE WORK AREA. CHECK ALL EQUIPMENT FOR FLUID LEAKS PRIOR TO ENTERING THE WORK AREA. 2. NO EQUIPMENT RE-FUELING TO OCCUR IN THE WORK AREA UNLESS SPILL PROTECTION NO EQUIPMENT RE-FUELING TO OCCUR IN THE WORK AREA UNLESS SPILL PROTECTION MEASURES ARE IN PLACE. 3. A SPILL KIT IS TO BE MAINTAINED ON SITE THROUGHOUT THE CONSTRUCTION PERIOD. A SPILL KIT IS TO BE MAINTAINED ON SITE THROUGHOUT THE CONSTRUCTION PERIOD. 4. COVER EXPOSED SOILS AND GRAVELS IN INCLEMENT WEATHER ie TARP, HYDRO SEED OR COVER EXPOSED SOILS AND GRAVELS IN INCLEMENT WEATHER ie TARP, HYDRO SEED OR ORGANIC LEAF MULCH. 5. STOCKPILE SOILS AND GRAVELS AND ENSURE THEY ARE COVERED IF LEFT FOR MORE STOCKPILE SOILS AND GRAVELS AND ENSURE THEY ARE COVERED IF LEFT FOR MORE THAN 48 HOURS. 6. SURROUND PROTECTED TREES WITH SNOW FENCING AT DRIP LINE OR CRITICAL ROOT SURROUND PROTECTED TREES WITH SNOW FENCING AT DRIP LINE OR CRITICAL ROOT ZONE OF TREE DURING CONSTRUCTION. 7. OWNER WILL ENGAGE INDEPENDENT CONSULTANT TO PROVIDE GUIDANCE TO CONTRACTOR OWNER WILL ENGAGE INDEPENDENT CONSULTANT TO PROVIDE GUIDANCE TO CONTRACTOR IN EXCAVATING, SEGREGATION AND CHARACTERIZATION OF SUSPECT CONTAMINATED SOIL ENCOUNTERED DURING TRENCH EXCAVATION.

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(250) 915-2000

PLAN - ORTHOOVERALL SITE

PUMPING SYSTEM

ALLANDALE PIT

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AutoCAD SHX TextMANHOLE CLEANOUT LIFT STATION INSPECTION CHAMBER CATCH BASIN SILT TRAP SEEPAGE PIT CULVERT DITCH HYDRANT WATER VALVE FLUSH VALVE




AutoCAD SHX TextAIR VALVE WATER METER IRRIGATION VALVE UTILITY MANHOLE * SERVICE BOX * LPT UTILITY POLE * POLE-MOUNT LS ORNAMENTAL LUMINAIRE TRAFFIC SIGINAL *SUBSTITUTE L,C,T AS REQUIRED

AutoCAD SHX TextCOPYRIGHT OF THIS DRAWING RETAINED BY CITY OF COLWOOD. APPLY FOR PERMISSION TO USE ANY PORTION.

AutoCAD SHX TextCOLWOOD CONTRACT NO.

AutoCAD SHX TextCOLWOOD FILE NO.

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AutoCAD SHX TextSANITARY SANITARY FORCEMAIN STORM DRAIN WATER GAS ELECTRICAL ROAD CURB EDGE OF PAVEMENT DRIVEWAY SIDEWALK PROPERTY LINE EASEMENT



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AutoCAD SHX TextFENCE SLOPE - TOP SLOPE - BOTTOM CONTOUR - MAJOR CONTOUR - MINOR BOUNDARY BUILDING ENVELOPE VEGETATION LINE

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AutoCAD SHX TextLAREN ROAD

AutoCAD SHX TextNEW 150 HDPE FORCEMAIN INEXISTING 300 PVC DR 26 PIPE

AutoCAD SHX TextMONUMENT 88H39-42 N 5363760.387 E 463377.328 ELEV 75.944

AutoCAD SHX TextA 3/2017 INDICATIVE DESIGN LS LS

AutoCAD SHX TextSECONDARY LIFT STATION

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(250) 915-2000

PLANOVERALL SITE

PUMPING SYSTEM

ALLANDALE PIT

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AutoCAD SHX TextMONUMENT 88H39-42 N 5363760.387 E 463377.328 ELEV 75.944

AutoCAD SHX TextNEW 150 HDPE FORCEMAIN INEXISTING 300 PVC DR 26 PIPE



PP117-877 GOLDSTREAM AVENUE

VICTORIA, BC V9B 2X8(250) 915-2000

PLAN - ORTHOGENERAL ARRANGEMENT

PUMPING SYSTEM

ALLANDALE PIT

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AutoCAD SHX TextFIRST LIFT STATION SMH 0173 E66.425, W68.396 SEE NOTES 5 AND 6

AutoCAD SHX TextEXISTING SMH 0172 W66.268

AutoCAD SHX TextPROPOSED LNID_06 75mm DR17 HDPE SEE NOTE 4

AutoCAD SHX TextENCLOSURE PUMP ROOM, ELECTRICAL/CONTROL ROOM AND GENERATOR ROOM 12.160m (L) X 2.432 (W) SEE DRAWING J0007

AutoCAD SHX TextSEE NOTE 3

AutoCAD SHX TextTIE-IN POINT TP-01 SEE NOTE 2

AutoCAD SHX TextEXISTING LNID_01 375mm PVC SDR35TO REMAIN

AutoCAD SHX TextLNID_02 375mm PVC SDR35

AutoCAD SHX TextEXISTING LNID_07 300mm SERIES 160 DR26


AutoCAD SHX TextSEE DRAWING J0006 FOR CONTINUATION

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AutoCAD SHX TextNEW 150 HDPE INEXISTING 300 PVC DR26 PIPE



AutoCAD SHX TextNEW 900 SECONDARY LIFT STATION SEE DRAWING J0005

AutoCAD SHX TextEXISTING 10.45m - 375 PVC SDR35SANITARY SEWER STUB @ -2.39%. STUB TERMINATED WITH BELL END AND CAPPED. INV: 65.828

AutoCAD SHX TextEXISTING 300 SERIES 160 DR26 SANITARYFORCEMAIN TERMINATED WITH BELL END AND CAPPED. INV: 68.040



AutoCAD SHX TextNOTES FOR INSTALLATION: 1. CUT AND REMOVE AS REQUIRED EXISTING 300 160 DR26 TO CUT AND REMOVE AS REQUIRED EXISTING 300 160 DR26 TO INSTALL WORK. INSTALL FLANGE (CLASS 150) AND BOLT BLIND FLANGE. REMOVE AND DISPOSE OF PIPE OFFSITE. 2. DISCONNECT/CUT EXISTING 300 AND OPEN EXISTING DISCONNECT/CUT EXISTING 300 AND OPEN EXISTING SFM 300 160 DR26 LINE. CONTRACTOR TO FEED 150 DR17 HDPE LINE THROUGH EXISTING SANITARY FORCE MAIN TERMINATING AT SMH 0116 LOCATED AT (NW74.053, SE73.889). PROVIDE END SEAL CLOSURES BETWEEN NEW FORCEMAIN AND EXISTING PIPE. 3. LOCATE ENCLOSURE OVER EXISTING MANHOLE. GRADE AND GRUB LOCATE ENCLOSURE OVER EXISTING MANHOLE. GRADE AND GRUB EXISTING AREA UNDER THE ENCLOSURE AND PLACE LEVELING COURSE OF 19mm CRUSHED BASE MATERIAL. COMPACT SUBGRADE AND SET ENCLOSURE ON LEVEL SUBGRADE. 4. PROVIDE A 900 DIAMETER SECONDARY LIFT STATION DRILLED PROVIDE A 900 DIAMETER SECONDARY LIFT STATION DRILLED TO 12m. WELL TO BE CASED WITH 900mm THICK CONCRETE PLUG AND AS CALLED FOR ON THE DRAWINGS AND CONTRACT DOCUMENTS. 5. TRENCH AND INSTALL 75mm FORCE MAIN TO CONNECT NEW TRENCH AND INSTALL 75mm FORCE MAIN TO CONNECT NEW SECONDARY LIFT STATION TO EXISTING 375mm LNID_02. OR ALTERNATIVELY TO THE NEW PUMP STATION OR 200 PVC SDR35.THE PROPOSE PIPING INTERCONNECTION IS AN INDICATIVE DESIGN AND ASSUMES FLEXIBLE SPOOL SECTION WITH FLANGED END CONNECTIONS. SUBMERSIBLE GUIDE RAIL IS ACCEPTABLE IF CONTRACTOR CAN FIT IN PROPOSED WET WELL. ALTERNATIVES THAT CROSS THE WATERMAIN MUST BE IN ACCORDANCE WITH CRD WATER SERVICES ENGINEERING MANUAL. 6. SEE DIAGRAM PID-P0001 FOR LINE IDENTIFICATIONS. SEE DIAGRAM PID-P0001 FOR LINE IDENTIFICATIONS. 7. A MINIMUM 3.0m HORIZONTAL CLEAR SEPARATION AND 450mm A MINIMUM 3.0m HORIZONTAL CLEAR SEPARATION AND 450mm CLEAR VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN WATERMAINS AND ALL SANITARY/SERVICES EXCEPT WHERE NOTED AND APPROVED BY THE CITY OF COLWOOD AND CRD.

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PP117-877 GOLDSTREAM AVENUE

VICTORIA, BC V9B 2X8(250) 915-2000

PLAN GENERAL ARRANGEMENT

PUMPING SYSTEM

ALLANDALE PIT

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AutoCAD SHX TextFIRST LIFT STATION SMH 0173 E66.425, W68.396 SEE NOTES 5 AND 6

AutoCAD SHX TextEXISTING SMH 0172 W66.268

AutoCAD SHX TextNEW 900 SECONDARY LIFT STATION SEE DRAWING J0005

AutoCAD SHX TextPROPOSED LNID_06 75mm DR17 HDPE SEE NOTE 5

AutoCAD SHX TextENCLOSURE PUMP ROOM, ELECTRICAL/CONTROL ROOM AND GENERATOR ROOM 12.160m (L) X 2.432 (W) SEE DRAWING J0007


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AutoCAD SHX TextSEE DRAWING J0006 FOR CONTINUATION




AutoCAD SHX TextNEW 150 HDPE INEXISTING 300 PVC DR26 PIPE



AutoCAD SHX TextEXISTING 10.45m - 375 PVC SDR35SANITARY SEWER STUB @ -2.39%. STUB TERMINATED WITH BELL END AND CAPPED. INV: 65.828

AutoCAD SHX TextEXISTING 300 SERIES 160 DR26 SANITARYFORCEMAIN TERMINATED WITH BELL END AND CAPPED. INV: 68.040

AutoCAD SHX TextNOTES FOR INSTALLATION: 1. CUT AND REMOVE AS REQUIRED EXISTING 300 160 DR26 TO CUT AND REMOVE AS REQUIRED EXISTING 300 160 DR26 TO INSTALL WORK. INSTALL FLANGE (CLASS 150) AND BOLT BLIND FLANGE. REMOVE AND DISPOSE OF PIPE OFFSITE. 2. DISCONNECT/CUT EXISTING 300 AND OPEN EXISTING DISCONNECT/CUT EXISTING 300 AND OPEN EXISTING SFM 300 160 DR26 LINE. CONTRACTOR TO FEED 150 DR17 HDPE LINE THROUGH EXISTING SANITARY FORCE MAIN TERMINATING AT SMH 0116 LOCATED AT (NW74.053, SE73.889). PROVIDE END SEAL CLOSURES BETWEEN NEW FORCEMAIN AND EXISTING PIPE. 3. LOCATE ENCLOSURE OVER EXISTING MANHOLE. GRADE AND GRUB LOCATE ENCLOSURE OVER EXISTING MANHOLE. GRADE AND GRUB EXISTING AREA UNDER THE ENCLOSURE AND PLACE LEVELING COURSE OF 19mm CRUSHED BASE MATERIAL. COMPACT SUBGRADE AND SET ENCLOSURE ON LEVEL SUBGRADE. 4. PROVIDE A 900 DIAMETER SECONDARY LIFT STATION DRILLED PROVIDE A 900 DIAMETER SECONDARY LIFT STATION DRILLED TO 12m. WELL TO BE CASED WITH 900mm THICK CONCRETE PLUG AND AS CALLED FOR ON THE DRAWINGS AND CONTRACT DOCUMENTS. 5. TRENCH AND INSTALL 75mm FORCE MAIN TO CONNECT NEW TRENCH AND INSTALL 75mm FORCE MAIN TO CONNECT NEW SECONDARY LIFT STATION TO EXISTING 375mm LNID_02. OR ALTERNATIVELY TO THE NEW PUMP STATION OR 200 PVC SDR35.THE PROPOSE PIPING INTERCONNECTION IS AN INDICATIVE DESIGN AND ASSUMES FLEXIBLE SPOOL SECTION WITH FLANGED END CONNECTIONS. SUBMERSIBLE GUIDE RAIL IS ACCEPTABLE IF CONTRACTOR CAN FIT IN PROPOSED WET WELL. ALTERNATIVES THAT CROSS THE WATERMAIN MUST BE IN ACCORDANCE WITH CRD WATER SERVICES ENGINEERING MANUAL. 6. SEE DIAGRAM PID-P0001 FOR LINE IDENTIFICATIONS. SEE DIAGRAM PID-P0001 FOR LINE IDENTIFICATIONS. 7. A MINIMUM 3.0m HORIZONTAL CLEAR SEPARATION AND 450mm A MINIMUM 3.0m HORIZONTAL CLEAR SEPARATION AND 450mm CLEAR VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN WATERMAINS AND ALL SANITARY/SERVICES EXCEPT WHERE NOTED AND APPROVED BY THE CITY OF COLWOOD AND CRD.


AutoCAD SHX TextEXISTING FLOW

AutoCAD SHX TextEXISTING 200 PVC SDR35

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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS


(250) 915-2000

MANHOLE VIEWSDETAILS

PUMPING SYSTEM

ALLANDALE PIT

AutoCAD SHX TextINV: W 68.398

AutoCAD SHX TextINV: E 66.268

AutoCAD SHX TextINV: N 66.078

AutoCAD SHX TextBARREL

AutoCAD SHX Text1500%%C





AutoCAD SHX Text(DROP INV)


AutoCAD SHX TextDROP 375%%C

AutoCAD SHX TextINV: S 66.455





AutoCAD SHX Text200%%C STUB




AutoCAD SHX Text(DROP INV)





























AutoCAD SHX TextNo.

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextH

AutoCAD SHX TextT

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextT

AutoCAD SHX TextH




AutoCAD SHX TextNMC

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextD

AutoCAD SHX TextFM

AutoCAD SHX TextS

AutoCAD SHX TextNMC

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextD


AutoCAD SHX TextN/A

AutoCAD SHX TextLS

AutoCAD SHX TextDM

AutoCAD SHX TextMT

AutoCAD SHX TextLS

AutoCAD SHX TextINP








AutoCAD SHX TextPLAN VIEW - SMH ALL 05 (SMH 0173)

AutoCAD SHX TextFIRST LIFT STATION

AutoCAD SHX TextPLAN VIEW - SMH ALL 06

AutoCAD SHX Text(SMH 0172)

AutoCAD SHX TextELEVATION VIEW - SMH ALL 05 (SMH 0173)


AutoCAD SHX TextELEVATION VIEW - SMH ALL 06

AutoCAD SHX Text(SMH 0172)

AutoCAD SHX TextNOTES: 1. MANHOLE VIEWS ARE SHOWN USING BEST AVAILABLE INFORMATION. MANHOLE VIEWS ARE SHOWN USING BEST AVAILABLE INFORMATION. CONTRACTOR TO VERIFY EXACT SIZING, ELEVATION AND LOCATION PRIOR TO START OF CONSTRUCTION. 2. PROVIDE A 900 DIAMETER SECONDARY LIFT STATION DRILLED TO PROVIDE A 900 DIAMETER SECONDARY LIFT STATION DRILLED TO12m. WELL TO BE CASED WITH 900mm CONCRETE PLUG. 3. REMOVE CONCRETE BENCHING TO INVERT OF PIPES. DRILL 4 REMOVE CONCRETE BENCHING TO INVERT OF PIPES. DRILL 4 STAINLESS STEEL QUICK BOLTS FOR PUMP BASE C/W LEVELING NUTS. GROUT PUMP BASE WITH NON SHRINK GROUT. PUMP SUCTION MUST HAVE A MINIMUM 300mm CLEARANCE FOR FULL DIAMETER OF INTAKE. 4. REMOVE EXISTING MANHOLE FRAME, COVER AND TOP CONCRETE REMOVE EXISTING MANHOLE FRAME, COVER AND TOP CONCRETE LID. PROVIDE WATERTIGHT CLOSURE BETWEEN FLOOR OF EQUIPMENT ENCLOSURE AND MANHOLE. PROVIDE DETAILS FOR REVIEW BY CA. 5. PROVIDE QUICK RELEASE CONNECTION ON INSIDE OF CLOSING TO PROVIDE QUICK RELEASE CONNECTION ON INSIDE OF CLOSING TO CONNECT TO PUMP DISCHARGE, FLEXIBLE CONNECTION TO INTERIOR OF CASING. PROVIDE ROBAR STYLE TRANSITION COUPLING BETWEEN PUMP DISCHARGE PIPE AND 75 HDPE.6. CONTRACTOR TO DRILL WELL AND PROVIDE CASING TO ALLOW CONTRACTOR TO DRILL WELL AND PROVIDE CASING TO ALLOW INSTALLATION OF 5 l/sec PUMP IN LIFT STATION. CONTRACTOR TO PROPOSE PIPING INTERCONNECTION. INDICATIVE DESIGN ASSUMED FLEXIBLE SPOOL SECTION WITH FLANGED END CONNECTIONS. SUBMERSIBLE GUIDE RAIL IS ACCEPTABLE IF CONTRACTOR CAN FIT IN PROPOSED WET WELL. 7. PROVIDE SECURE SUPPORTS AT TOP OF CASING NOT MORE THAN PROVIDE SECURE SUPPORTS AT TOP OF CASING NOT MORE THAN 300mm BELOW GRADE FOR PUMP LIFTING CHAIN, FLOAT(S) AND CONTROL WIRING. PROVIDE LOCKABLE SOLID GALVANIZED STEEL PLATE COVER OVER CASING, SET COVER 50mm ABOVE GRADE.

AutoCAD SHX TextLNID_01: 375 LNID_01D: 375

AutoCAD SHX TextLNID_01D: DROP 375

AutoCAD SHX TextLNID_01: 375




AutoCAD SHX TextWET WELL - NEW


AutoCAD SHX TextINV. W

AutoCAD SHX TextEL. 68.398m

AutoCAD SHX TextPUMP TO BE INSTALLED FOR THE LIFT STATION (GENERIC PUMP SHOWN FOR INFORMATION ONLY)



AutoCAD SHX TextINV. W


AutoCAD SHX Text900mm STEEL STD. WALL CASING PIPE FOR WET WELL INSTALLATION SEE NOTE 2

AutoCAD SHX TextEXISTING MANHOLE ENTRANCE

AutoCAD SHX TextCONCRETE BASE






AutoCAD SHX TextAPPROX. EXISTING GRADE


AutoCAD SHX TextBASE ELEV.


AutoCAD SHX TextAPPROX. HIGHWATER


AutoCAD SHX TextPUMP STOP


AutoCAD SHX TextLOW LEVEL ALARM


AutoCAD SHX TextPUMP START


AutoCAD SHX TextLOW LEVEL ALARM


AutoCAD SHX TextPUMP STOP


AutoCAD SHX TextPUMP START


AutoCAD SHX TextHIGH LEVEL ALARM



AutoCAD SHX TextEXISTING CONCRETE BENCHING SEE NOTE 3

AutoCAD SHX TextUNDERSIDE OF MAIN FLOOR


AutoCAD SHX TextCONCRETE PLUG

AutoCAD SHX TextSEE NOTES 5 AND 6


LA

RE

N R

OA

D

ALLANDALE ROAD

ALLENDALE ROAD

PP

SS


(250) 915-2000

PLAN AND PROFILE, GUIDANCE ONLYPROPOSED TUBE FEEDING

PUMPING SYSTEM

ALLANDALE PIT

AutoCAD SHX Text1+440








AutoCAD SHX Text02

AutoCAD SHX TextALL

AutoCAD SHX Text73.889 E

AutoCAD SHX Text74.053 W

AutoCAD SHX Text74.053 W

AutoCAD SHX Text76

AutoCAD SHX Text72

AutoCAD SHX Text68

AutoCAD SHX Text74

AutoCAD SHX Text70

AutoCAD SHX Text05

AutoCAD SHX TextALL

AutoCAD SHX TextD 375 PVC

AutoCAD SHX TextA

AutoCAD SHX TextAIR RELEASE VALVE

AutoCAD SHX Text11.25° BENDS

AutoCAD SHX TextEXISTING GROUND

AutoCAD SHX TextEXISTING GROUND

AutoCAD SHX TextFUT. W 200


AutoCAD SHX TextINV: 68.510

AutoCAD SHX Text1+409.72

AutoCAD SHX TextMINIMUM 1.0m COVER OVER FORCEMAIN

AutoCAD SHX TextEX.

AutoCAD SHX TextNOTE: MAXIMUM RADIUS OF CURVATURE FOR SERIES 160 DR 26 FORCEMAIN = 350m OR 1° PER 6m PIPE LENGTH

AutoCAD SHX Text06

AutoCAD SHX TextALL

AutoCAD SHX Text10.08m-200 PVC SDR35 SAN. SEWER AT 1.56%

AutoCAD SHX Text66

AutoCAD SHX TextBD

AutoCAD SHX TextBLOW DOWN VALVE AND CHAMBER

AutoCAD SHX TextEXISTING 1.82m COVER OVER PIPE AT AIR VALVE

AutoCAD SHX Text202.14m-300 SERIES 160DR26 SANITARY FORCEMAIN

AutoCAD SHX Text98.45m-300 SERIES 160DR26 SANITARY FORCEMAIN

AutoCAD SHX TextSTA: 1+611.86 INV: 74.380

AutoCAD SHX TextSTA: 1+688.09 INV: 71.555

AutoCAD SHX TextEXISTING 375 PVC SDR35SAN. SEWER AT 0.30%

AutoCAD SHX TextINV: W 68.398 INV: N 66.078 (STUB) INV: E 66.268 STA: 1+408.71

AutoCAD SHX TextINV: W 66.425 INV: S 66.455 (STUB) INV: E 68.465 (STUB) STA: 1+417.64








AutoCAD SHX TextPP

AutoCAD SHX TextPP



AutoCAD SHX TextH,T

AutoCAD SHX TextOIP

AutoCAD SHX TextH,T

AutoCAD SHX TextOIP

AutoCAD SHX TextOIP

AutoCAD SHX TextH

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextA

AutoCAD SHX TextH,T

AutoCAD SHX TextOIP

AutoCAD SHX TextH,T

AutoCAD SHX TextOIP

AutoCAD SHX TextOIP

AutoCAD SHX TextH

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextA

AutoCAD SHX TextH,T

AutoCAD SHX TextOIP

AutoCAD SHX TextH,T

AutoCAD SHX TextOIP

AutoCAD SHX TextOIP

AutoCAD SHX TextH

AutoCAD SHX TextS

AutoCAD SHX TextS




AutoCAD SHX TextA

AutoCAD SHX TextS









AutoCAD SHX TextSFM EXISTING 375 PVC SDR35


































AutoCAD SHX TextNo.

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextH

AutoCAD SHX TextT

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextT

AutoCAD SHX TextH




AutoCAD SHX TextNMC

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextD

AutoCAD SHX TextFM

AutoCAD SHX TextS

AutoCAD SHX TextNMC

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextD


AutoCAD SHX TextN/A

AutoCAD SHX TextLS

AutoCAD SHX TextDM

AutoCAD SHX TextMT

AutoCAD SHX TextLS

AutoCAD SHX TextINP








AutoCAD SHX TextS 375

AutoCAD SHX Text EX. SMH

AutoCAD SHX TextGAS MAIN

AutoCAD SHX TextCONNECTED TO EXISTING 300 STUB

AutoCAD SHX Text10.00m - 200 PVC SDR35 SAN.SEWER STUB @ 0.61%. STUB TERMINATED WITH BELL END AND CAPPED. INV 66.516

AutoCAD SHX TextEXISTING 10.45m - 375 PVC SDR35SAN. SEWER STUB @ -2.39%. STUB TERMINATED WITH BELL END AND CAPPED. INV: 65.828

AutoCAD SHX TextEXISTING 300 SERIES 160 DR26SANITARY FORCEMAIN TERMINATED WITH BELL END AND CAPPED. INV: 68.040

AutoCAD SHX Text45° BENDS

AutoCAD SHX TextAPPROXIMATE POINTS OF DEFLECTION



AutoCAD SHX Text76

AutoCAD SHX Text72

AutoCAD SHX Text68

AutoCAD SHX Text74

AutoCAD SHX Text70

AutoCAD SHX Text66

AutoCAD SHX Text ROAD

AutoCAD SHX Text0

AutoCAD SHX Text10

AutoCAD SHX Text10

AutoCAD SHX Text20


AutoCAD SHX TextPLAN VIEW


AutoCAD SHX Text0

AutoCAD SHX Text10

AutoCAD SHX Text10

AutoCAD SHX Text20

AutoCAD SHX Text40 METER (H)

AutoCAD SHX TextPROFILE VIEW - COLWOOD SEWERS


AutoCAD SHX TextNOTES : 1. THIS DRAWING FOR GUIDANCE ONLY. CONTENTS BEING TAKEN FROM THIS DRAWING FOR GUIDANCE ONLY. CONTENTS BEING TAKEN FROM CITY OF COLWOOD FILE NO:10.7.20; DRAWING NO. 026-24-05 REVISION J. 2. EXCAVATE, CUT AND REMOVE EXISTING 300 AT MANHOLE AND EXCAVATE, CUT AND REMOVE EXISTING 300 AT MANHOLE ANDCONNECT NEW 150 TO EXISTING. INSTALL TEMPORARY PLUG INEXISTING 300 FOR AIR TESTING. AIR TEST COMPLETE LINE FROMMANHOLE ALL02 TO ALL05 (SMH 0173).

AutoCAD SHX TextEXISTING SFM 300 160 DR26 LINENEW 150 DR17 HDPE LINETO BE FED THROUGH

AutoCAD SHX TextSMH 0173

AutoCAD SHX TextSMH 0172

AutoCAD SHX TextSMH 0116 SE NOTE 2

AutoCAD SHX TextSMH 0116 N 5363734.372 E 463455.570




AutoCAD SHX TextNEW 150 DR17 HDPE LINETO BE FED THROUGH EXISTING SANITARY FORCE MAIN TERMINATING AT SMH 0116 LOCATED AT (NW74.053, SE73.889)

AutoCAD SHX Text150 HDPE

AutoCAD SHX TextN 5363784.018 E 463324.351

AutoCAD SHX TextN 5363793.264 E 463296.570

AutoCAD SHX TextMON: 88H3942 N 5363760.387 E 463377.328 ELEV 75.944


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(250) 915-2000

GENERAL ARRANGEMENTSTEEL STORAGE CONTAINER

PUMPING SYSTEM

ALLANDALE PIT





























AutoCAD SHX TextNo.

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextH

AutoCAD SHX TextT

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextT

AutoCAD SHX TextH




AutoCAD SHX TextNMC

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextD

AutoCAD SHX TextFM

AutoCAD SHX TextS

AutoCAD SHX TextNMC

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextD


AutoCAD SHX TextN/A

AutoCAD SHX TextLS

AutoCAD SHX TextDM

AutoCAD SHX TextMT

AutoCAD SHX TextLS

AutoCAD SHX TextINP








AutoCAD SHX TextPLAN VIEW

AutoCAD SHX TextELEVATION VIEW

AutoCAD SHX TextELEVATION SIDE VIEW

AutoCAD SHX TextGENSET No.01

AutoCAD SHX TextGENSET No.02

AutoCAD SHX TextEXHAUST FAN INSTALLATION FRAMES 0.610 X 0.610

AutoCAD SHX TextEXHAUST FAN OUTLETS SEE NOTE 5

AutoCAD SHX TextGENSET EXHAUSTS WITH RODENT SCREEN

AutoCAD SHX TextGALVANIZED GENSET RADIATOR PROTECTION ENCLOSURE (COORDINATE SCREEN/GRATING SIZE WITH GENERATOR SUPPLIER) SEE NOTE 5

AutoCAD SHX TextOPENING FOR ACCESSING EXISTING MANHOLE SMH 0713

AutoCAD SHX TextSEPARATION WALLS 0.150m SEE NOTE 7

AutoCAD SHX TextNOTES: 1. CONTROL ROOM AREA IS CLASS 1 DIV 2 ELECTRICAL RATING. WALLS MUST CONTROL ROOM AREA IS CLASS 1 DIV 2 ELECTRICAL RATING. WALLS MUST INCLUDE SEALED BARRIER TO PREVENT GAS TRANSFER. 2. REFER TO DRAWING J0004 FOR LOCATING CONTAINER ON SITE. REFER TO DRAWING J0004 FOR LOCATING CONTAINER ON SITE. 3. FOR GENERATOR CONNECTION DETAILS REFER TO MANUFACTURER DRAWINGS. FOR GENERATOR CONNECTION DETAILS REFER TO MANUFACTURER DRAWINGS. PROVIDE PRODUCT DATA SHEETS AND SHOP DRAWING TO CA FOR REVIEW. PROVIDE O/M MANUAL PRIOR TO SUBSTANTIAL PERFORMANCE. 4. FILL LINE FOR GENERATOR FUEL TO BE FIELD LOCATED BASED ON FILL LINE FOR GENERATOR FUEL TO BE FIELD LOCATED BASED ON GENERATOR SELECTION. CONTRACTOR TO PLACE NEAR CONTAINER OR GENERATOR ACCESS DOOR. SECURE ALL PIPING TO WALLS. PROVIDE SPILL CONTAINMENT AROUND FILL AREA. 5. CONTRACTOR TO PROVIDE SEAL FOR ELECTRICAL ROOM TO PREVENT GAS OR CONTRACTOR TO PROVIDE SEAL FOR ELECTRICAL ROOM TO PREVENT GAS OR ODORS FROM ENTERING ELECTRICAL ROOM. PROVIDE WEATHER TIGHT CLOSURES FOR ALL OPENINGS IN CONTAINER FOR GENERATOR EXHAUST, FANS, GENERATOR RADIATORS AND DOORS. 6. SECURE GENSET TO FLOOR OF ENCLOSURE. COORDINATE REQUIREMENTS WITH SECURE GENSET TO FLOOR OF ENCLOSURE. COORDINATE REQUIREMENTS WITH GENERATOR SUPPLIER. 7. WALLS MUST INCLUDE SEALED BARRIER TO PREVENT GAS TRANSFER. WALLS MUST INCLUDE SEALED BARRIER TO PREVENT GAS TRANSFER. 8. PROVIDE SEAL FOR ELECTRICAL ROOM TO PREVENT GAS OR ODORS FROM PROVIDE SEAL FOR ELECTRICAL ROOM TO PREVENT GAS OR ODORS FROM ENTERING ELECTRICAL ROOM. METAL OR STEEL STUDS MAY BE USED WITH R12 INSULATION IN THE WALLS AND R20 ON THE ROOF. SECURE ROOF INSULATION TO ENCLOSURE ROOF. INTERIOR WALLS TO HAVE BATTEN/PLYWOOD ON ONE SIDE AND GYPROC ON THE OPPOSITE SIDE. 9. REFER TO DRAWING J0004 FOR LOCATING CONTAINER ON SITE. REFER TO DRAWING J0004 FOR LOCATING CONTAINER ON SITE. 10. FOR GENERATOR CONNECTION DETAILS REFER TO MANUFACTURER DRAWINGS. FOR GENERATOR CONNECTION DETAILS REFER TO MANUFACTURER DRAWINGS. 11. CONTRACTOR TO INSTALL CHAIN HOIST DIRECTLY OVER SUBMERSIBLE PUMP. CONTRACTOR TO INSTALL CHAIN HOIST DIRECTLY OVER SUBMERSIBLE PUMP. CONTRACTOR TO INCLUDE HOOK IN WALL TO SECURE CHAIN WHEN NOT IN USE. PUMP LIFTING CHAIN TO CONNECT TO MANUAL HOIST CONNECTED TO ENCLOSURE ROOF. PROVIDE SUFFICIENT LENGTH OF CHAIN TO CONNECT TO HOIST. PROVIDE HOIST WITH CAPACITY OF MINIMUM 1.5 TIMES WEIGHT OF PUMP AND ASSOCIATED PIPING. 12. CONTRACTOR TO PROVIDE SHELVING FOR STORAGE OF SPARE PARTS AS CONTRACTOR TO PROVIDE SHELVING FOR STORAGE OF SPARE PARTS AS RECOMMENDED BY EQUIPMENT SUPPLIER AND DEFINED IN SPECIFICATIONS. 13. REMOVE MANHOLE FRAME, LID AND TOP CONCRETE RING OF EXISTING REMOVE MANHOLE FRAME, LID AND TOP CONCRETE RING OF EXISTING MANHOLE SMH 0173 TO PROVIDE ACCESS FOR PUMP OPERATION. PROVIDE WATER TIGHT SEAL BETWEEN THE MANHOLE AND THE ENCLOSURE FLOOR. PROVIDE DETAILS FOR REVIEW BY CA. 14. PROVIDE ACCESS THROUGH FLOOR OF ENCLOSURE TO PROVIDE FULL ACCESS PROVIDE ACCESS THROUGH FLOOR OF ENCLOSURE TO PROVIDE FULL ACCESS TO EXISTING MANHOLE. INSTALL HINGED, LOCKABLE ARMTEC GALVANIZED GRATING OR NON-METALLIC GRATING OVER MANHOLE, FLUSH WITH TOP OF THE ENCLOSURE FLOOR. SEAL AND MAKE WATERTIGHT ANNULAR SPACE BETWEEN THE FLOOR AND THE MANHOLE. GRATING TO BE RATED FOR 40 LBS PER SQUARE FOOT. PROVIDE DETAIL FOR REVIEW BY CA. 15. SECOND PUMP WILL BE LOCATED IN STEEL STORAGE CONTAINER COMPLETELY SECOND PUMP WILL BE LOCATED IN STEEL STORAGE CONTAINER COMPLETELY WIRED FOR IMMEDIATE SERVICE. ELECTRICAL TO INCLUDE LOCK ON SWITCH TO PREVENT ACCIDENTAL START OF PUMP.

AutoCAD SHX TextFILL LINE

AutoCAD SHX TextSPARE PUMP 1B (STAND-BY)

AutoCAD SHX TextCHAIN HOIST

AutoCAD SHX TextNEW INSULATED METAL DOOR 0.813 x 2.03m

AutoCAD SHX TextGENERATOR ROOM

AutoCAD SHX TextTYPICAL CONTAINER DOORS OR EQUAL

AutoCAD SHX TextTYPICAL CONTAINER DOOR OR EQUAL

AutoCAD SHX TextCONTROL ROOM

AutoCAD SHX TextPUMP ROOM


AutoCAD SHX Text*

AutoCAD SHX Text*

AutoCAD SHX Text*

AutoCAD SHX Text*

AutoCAD SHX Text*

AutoCAD SHX Text*

AutoCAD SHX Text* DIMENSIONS BASED ON STEEL STORAGE CONTAINER


AutoCAD SHX TextRECEPTACLE FOR PUMP C/W WIRING TO CONTROL ROOM. SECURE TO WALL OF ENCLOSURE. PROVIDE EXPLOSION PROOF SEAL BETWEEN PUMP ROOM AND CONTROL ROOM



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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS


(250) 915-2000

LIFT STATIONPROPOSED SITE

PUMPING SYSTEM

ALLANDALE PIT


AutoCAD SHX TextDROP 375%%C



































AutoCAD SHX TextNo.

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextH

AutoCAD SHX TextT

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextT

AutoCAD SHX TextH




AutoCAD SHX TextNMC

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextD

AutoCAD SHX TextFM

AutoCAD SHX TextS

AutoCAD SHX TextNMC

AutoCAD SHX TextG

AutoCAD SHX TextW

AutoCAD SHX TextD


AutoCAD SHX TextN/A

AutoCAD SHX TextLS

AutoCAD SHX TextDM

AutoCAD SHX TextMT

AutoCAD SHX TextLS

AutoCAD SHX TextINP








AutoCAD SHX TextNOTES: 1. GALVANIZED OR STAINLESS STEEL CHAIN TO FACILITATE REMOVAL GALVANIZED OR STAINLESS STEEL CHAIN TO FACILITATE REMOVAL OF PUMP(S). PROVIDE CHAIN SUPPORT AT TOP OF MANHOLE OR UNDERSIDE OF ENCLOSURE. 2. PROVIDE WATERTIGHT CLOSURE BETWEEN FLOOR OF ENCLOSURE PROVIDE WATERTIGHT CLOSURE BETWEEN FLOOR OF ENCLOSURE AND MANHOLE. 3. PROVIDE A STILLING WELL TO PROTECT CONTINUOUS LEVEL DEVICE. PROVIDE A STILLING WELL TO PROTECT CONTINUOUS LEVEL DEVICE. 4. SEAL OPENING USING NO SHRINK GROUT. SEAL OPENING USING NO SHRINK GROUT. 5. 150 DISCHARGE PIPE SUITABLE FOR SEWAGE APPLICATION, 150 DISCHARGE PIPE SUITABLE FOR SEWAGE APPLICATION,PRESSURE RATING 150psi WORKING PRESSURE C/W FLANGED ENDS AND FLANGED CHECK VALVE AND ROBAR TRANSITION COUPLING. 6. CONTRACTOR TO LOCATE SELECTED FLANGED CHECK VALVE ON CONTRACTOR TO LOCATE SELECTED FLANGED CHECK VALVE ON PUMP DISCHARGE LINE AND CONNECTION TO PRESSURE TRANSMITTER TO PROVIDE EASE OF INSTALLATION AND MAINTENANCE. 7. CONTRACTOR TO SUPPLY AND INSTALL 2" AIR RELIEF VALVE WITHIN CONTRACTOR TO SUPPLY AND INSTALL 2" AIR RELIEF VALVE WITHIN THE ENCLOSURE. VENT TO BE LOCATED AT HIGHEST POINT OF PIPE DISCHARGE PIPING IN WET WELL. CONTRACTOR TO INCLUDE VENT LINE AND RETURN AIR LINE VENTING BACK INTO WET WELL. EXACT LOCATION TO BE CONFIRMED BY CONTRACTOR BASED ON CONTRACTOR'S PREFERENCE FOR LOCATION. VALVE MUST BE IN LOCATION CLEAR OF AREA REQUIRED FOR PUMP REMOVAL.

AutoCAD SHX TextELEVATION VIEW - SMH ALL 05 (SMH 0173)


AutoCAD SHX TextLNID_08 SEE 734-1580340100-PID-P0001

AutoCAD SHX TextSTEEL STORAGE CONTAINER SEE DRAWING J0008

AutoCAD SHX TextSAFETY GRATING WITH EASY OPENING FOR LIFT STATION MAINTENANCE AND OPERATION SEE NOTE 2

AutoCAD SHX TextUPPER RING REPLACED WITH GRATING SPACER SEE NOTE 2

AutoCAD SHX Text75mm STILLING WELL SEE NOTE 3

AutoCAD SHX TextNOTE 2

AutoCAD SHX TextLEVEL SWITCH FLOATS


AutoCAD SHX TextTOP VIEW - SMH ALL 05 (SMH 0173)


AutoCAD SHX TextLNID_08 SEE 734-1580340100-PID-P0001

AutoCAD SHX TextARRANGEMENT OF PUMP AND PIPING & INSTRUMENTATION TO BE DETERMINED ON SITE WITH EXISTING CONDITIONS

AutoCAD SHX TextLEVEL SWITCH FLOATS

AutoCAD SHX TextLEVEL ELEMENT

AutoCAD SHX TextTIE IN TP-01 - 150 HDPEFLEXIBLE CONNECTION ROBAR STYLE TRANSITION COUPLING






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(250) 915-2000

PIPING AND INSTRUMENTATION DIAGRAMSTATION

PUMPING SYSTEM

ALLANDALE PIT

AutoCAD SHX TextCITY NETWORK

AutoCAD SHX TextEXISTING LINE

AutoCAD SHX TextLIT

AutoCAD SHX TextPI

AutoCAD SHX TextAIT

AutoCAD SHX TextSYSTEM CONTROLLER

AutoCAD SHX TextFUTURE INTERCONNECTION

AutoCAD SHX TextLSLL

AutoCAD SHX TextLSHH

AutoCAD SHX TextNEW PUMP STATION

AutoCAD SHX Text0.900m X 12m H

AutoCAD SHX TextPUMP No.2A & 2B (2B SHELF SPARE)


AutoCAD SHX Text5.0L/S

AutoCAD SHX Text19m TDH

AutoCAD SHX TextEXISTING MANHOLE

AutoCAD SHX TextALL-05 (SMH 0173)

AutoCAD SHX TextLSLL

AutoCAD SHX TextLSHH

AutoCAD SHX TextEXISTING MANHOLE

AutoCAD SHX TextALL-EX 02 (SMH 0116)

AutoCAD SHX TextPI

AutoCAD SHX TextLNID_09

AutoCAD SHX TextLEAK

AutoCAD SHX TextAIT



AutoCAD SHX Text 375


AutoCAD SHX TextSTUB END




AutoCAD SHX Text 75


AutoCAD SHX TextSTUB END









AutoCAD SHX TextTP-02

AutoCAD SHX TextM

AutoCAD SHX TextM

AutoCAD SHX TextAIT


AutoCAD SHX TextVFD

AutoCAD SHX TextLE


AutoCAD SHX TextINSIDE ENCLOSURE

AutoCAD SHX TextPUMP No.1B STAND-BY NOTE 1

AutoCAD SHX TextPIPE LNID_08 TO BE FED THROUGH EXISTING LNID_08

AutoCAD SHX TextTP-01 TIE-IN POINT FOR LNID_08 WITH LNID_07 NOTE 5

AutoCAD SHX TextPUMP No.1A & 1B (1B STAND-BY)

AutoCAD SHX TextLSH



AutoCAD SHX Text38.9L/S

AutoCAD SHX Text15m TDH

AutoCAD SHX TextAIT

AutoCAD SHX TextVFD





























AutoCAD SHX TextNo.

AutoCAD SHX TextA

AutoCAD SHX TextA

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AutoCAD SHX TextNOTES: 1. STAND-BY PUMP TO BE WIRED AND READY FOR IMMEDIATE USE. STAND-BY PUMP TO BE WIRED AND READY FOR IMMEDIATE USE. 2. ALTERNATE LOCATIONS FOR TIE POINT OTHER THAN AS SHOWN, DIRECTLY TO ALTERNATE LOCATIONS FOR TIE POINT OTHER THAN AS SHOWN, DIRECTLY TO SMH0173 OR LNID_07 TO EXISTING DRAINAGE LINES. CONTRACTOR TO SELECT BEST TIE POINT BASED ON CONSTRUCTION PREFERENCE AND ACCESS TO EXISTING PIPING ELEMENTS. 3. PUMP TO INCLUDE INTEGRAL FLUSH VALVE. PUMP TO INCLUDE INTEGRAL FLUSH VALVE. 4. SPARE PUMP TO BE A SHELF SPARE LOCATED IN ENCLOSURE. SPARE PUMP TO BE A SHELF SPARE LOCATED IN ENCLOSURE. 5. PIPE CONNECTION TO BE REMOVED TO ACCESS LNID_08.PIPE CONNECTION TO BE REMOVED TO ACCESS LNID_08.


734-1580340100-DWG-J0000-Layout1Sheets and ViewsLayout1

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734-1580340100-DWG-J0005-DWG-J0005Sheets and ViewsDWG-J0005




734-1580340100-PID-P0001-PID-P0001Sheets and ViewsPID-P0001

city of colwood...city of colwood project name: allandale pit pumping system indicative design...

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