Attachment 14 - Site Servicing Plan General Notes

February 2, 2016Page 402 sections

Engineering specifications and general notes for the site servicing of the development.

8.1.a Development Permit No. 2015/12 - 102 Atkins Road

July 2, 2015Westbrook Consulting Ltd.

Attachment 14: Site Plan General Notes

GENERAL NOTES

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF VIEW ROYAL ENGINEERING STANDARDS AND PLATINUM EDITION OF MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD), UNLESS OTHERWISE NOTED.
WESTBROOK CONSULTING LTD. SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE FURNISHED WITH THREE (3) SETS OF THE ISSUED FOR CONSTRUCTION DRAWINGS BY THE TOWN’S REPRESENTATIVE. ADDITIONAL COPIES MAY BE OBTAINED FROM WESTBROOK CONSULTING LTD. AT THE CONTRACTOR’S COST.
ALL COST SHALL BE IN METRIC UNITS (METRES). THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE TOWN’S REPRESENTATIVE AND WESTBROOK CONSULTING LTD. BEFORE PROCEEDING WITH THE WORK.
ALL SURPLUS MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE GUIDELINES AND REGULATIONS.
ALL DIMENSIONS ARE IN METRIC UNLESS OTHERWISE NOTED. METRES ARE EXPRESSED IN DECIMALS.
SUB-GRADES IN GRANULAR BASE MATERIALS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
LOCK BLOCKS/RETAINING WALLS SHALL BE REPLACED OR REPAIRED TO THE TOWN’S REPRESENTATIVE’S SATISFACTION AT THE CONTRACTOR’S EXPENSE IF DAMAGED DURING CONSTRUCTION. THIS ALSO PERTAINS TO PRIVATE PROPERTY LOCK BLOCKS OR RETAINING WALLS. NOTIFY ADJACENT PROPERTY OWNERS A MINIMUM OF THREE WORKING DAYS IN ADVANCE OF THE WORK AFFECTING SUBJECT MONUMENTS.
IF CONSTRUCTION AFFECTS EXISTING BC HYDRO, BC TEL, SHAW CABLE OR FORTIS GAS FACILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY CLEARANCES AND APPROVALS FROM THE UTILITY COMPANIES BEFORE PROCEEDING WITH THE WORK. ALL UTILITIES SHALL BE MAINTAINED AT ALL TIMES.
THE CONTRACTOR SHALL EMPLOY SEDIMENT AND EROSION CONTROL MEASURES TO PREVENT SILT ENTRANCE INTO THE MUNICIPAL DRAINAGE SYSTEM OR WATERCOURSES.
ON-SITE WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BC BUILDING CODE AND BC PLUMBING CODE.
EXISTING UTILITIES, SERVICES, STRUCTURES, AND VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED TO THE TOWN’S REPRESENTATIVE’S SATISFACTION AT THE CONTRACTOR’S EXPENSE.
ADJUST ALL PROPOSED AND EXISTING APPURTENANCES TO MEET FINAL DESIGN UPGRADES.
THE CONTRACTOR SHALL ENSURE THE PROTECTION OF ALL PROPERTY PINS. ANY PROPERTY PIN DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED BY A REGISTERED B.C. LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

ROAD WORKS

CONSTRUCT ROADWAYS AS PER TOWN OF VIEW ROYAL ENGINEERING STANDARDS.
ROAD SUB-GRADE AND ALL GRANULAR BASE MATERIALS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY.

SEWER AND DRAIN

SEWER AND DRAIN SERVICE CONNECTIONS TO BE 100mm PVC DR28 AT A MINIMUM GRADE OF 2.0% COMPLETE WITH INSPECTION CHAMBER, CONCRETE BROOKS BOX E27 ALL BUILD-ON LIDS. CATCH BASIN LEADS SHALL BE 150mm PVC DR28 UNLESS OTHERWISE NOTED. IF COVER IS LESS THAN 0.8m, C900 PVC PIPE SHALL BE USED.
ALL PIPE AND FITTINGS SHALL CONFORM TO CSA STANDARDS. PVC PIPE SHALL BE PVC DR28 FOR SEWER AND DRAIN. C900 PIPE SHALL BE C.S.A. APPROVED PVC DR18.
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE FROM ALL SERVICE CONNECTIONS TO THE PROPERTY LINE OF THE LOTS SERVICED.
ESTABLISH THE LOW POINT OF THE EXISTING PERIMETER TILE AROUND THE EXISTING HOUSE AND ENSURE THE NEW SERVICE CONNECTION IS INSTALLED AT A SUFFICIENT DEPTH.
CONTRACTOR TO DYE TEST THE EXISTING HOUSE TO DETERMINE THE DRAIN OUTLET LOCATION AT THE EXISTING CATCH BASIN.
CONNECT ALL DISCONNECTED DRAINS TO THE PROPOSED SERVICE CONNECTION. CONTRACTOR TO ADJUST AND SEAL ALL NEW CONNECTIONS TO MUNICIPAL SEWERS AS PER TOWN OF VIEW ROYAL STANDARDS.
THE TOWN’S REPRESENTATIVE SHALL INSPECT ALL INSTALLED SANITARY SEWER AND STORM DRAIN MAINS AND SERVICES ON PUBLIC AND PRIVATE PROPERTY.
WATER TEST AS PER SANITARY SEWER AS PER MMCD, PLATINUM EDITION SECTION 33 30 01.

HYDRO, TELEPHONE, SHAW, STREET LIGHTING, AND GAS

CONTACT "B.C. ONE CALL" AT 1-800-474-6886 A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF CONSTRUCTION.
BC HYDRO, BC TEL, SHAW CABLE AND FORTIS BC FACILITIES ARE SHOWN SCHEMATICALLY ON THIS DRAWING. CONTACT UTILITY COMPANIES FOR CONSTRUCTION DETAILS.
CONSTRUCT UNDERGROUND HYDRO, TELEPHONE AND CABLEVISION AS SPECIFIED AND IN ACCORDANCE WITH BC HYDRO, TELUS AND SHAW CABLE STANDARDS AND REGULATIONS.
GAS SERVICE CONNECTION TO BE INSTALLED BY FORTIS BC. THE CONTRACTOR SHALL GIVE FORTIS BC A MINIMUM OF 60 DAYS PRIOR TO INSTALL. FORTIS BC SHALL INSTALL GAS SERVICE TO THE PROPERTY LINE.

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WATER

CONSTRUCTION SHALL NOT PROCEED WITHOUT FIRST OBTAINING CRD WATER SERVICE ACCEPTANCE OF THE DESIGN DRAWINGS AND A CONSTRUCTION PERMIT FROM THE VIHA.
ALL WATERWORKS CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CRD WATER SERVICES SPECIFICATIONS AND THE TOWN OF VIEW ROYAL STANDARDS.
CONSTRUCTION SHALL BE REGISTERED WITH WORK SAFE BC.
WATER MAINS SHALL BE DUCTILE IRON PRESSURE CLASS 350 TO AWWA C151, OR PVC DR18 TO AWWA C900 UNLESS OTHERWISE NOTED.
ALL PVC PIPE AND FITTINGS SHALL BE AWWA C900, CLASS 150 (DR18).
ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE CLASS 350 AND SHALL BE POLYETHYLENE ENCASED.
JOINTS FOR PIPE AND FITTINGS SHALL BE MECHANICAL JOINTS OR TYTON JOINTS.
MAIN WATER MAIN VALVES SHALL BE AWWA C509 RESILIENT SEATED GATE VALVES.
FIRE HYDRANTS SHALL BE AWWA C502 AND SHALL BE COMPATIBLE WITH CRD WATER SERVICES STANDARDS.
SERVICE CONNECTIONS SHALL BE TYPE K SOFT COPPER TUBING.
WATER MAIN AND SERVICE LINE TRENCHES SHALL BE BACKFILLED AND COMPACTED AS SPECIFIED IN THE TOWN OF VIEW ROYAL STANDARDS.
MAIN WATER MAIN AND SERVICE LINES SHALL BE MARKED USING A DETECTABLE METALLIZED REINFORCED UNDERGROUND UTILITY IDENTIFICATION TAPE. TAPE SHALL BE MINIMUM 150mm WIDE METALLIC BLUE IN COLOUR AND SHALL BE IMPRINTED WITH THE WORDS "CAUTION WATER LINE BURIED BELOW". INSTALL IDENTIFICATION TAPE 300mm ABOVE THE TOP OF THE PIPE. PROVIDE "DETECTO" MARKING TAPE OR APPROVED EQUAL.
MAINTAIN A MINIMUM OF 3m HORIZONTAL CLEARANCE, 2.5m SEPARATION AND 450mm CLEAR VERTICAL SEPARATION BETWEEN WATER MAINS AND OTHER SERVICES, SANITARY OR STORM SEWER, IN SPECIAL CIRCUMSTANCES, NOTED AND APPROVED BY CRD WATER SERVICES.
MAINTAIN A MINIMUM OF 3m HORIZONTAL CLEARANCE FROM ANY MUNICIPAL WATER MAIN FOR A SANITARY FORCE MAIN. WHERE THE REQUIRED CLEARANCES CANNOT BE ACHIEVED, THE FORCE MAIN SHALL BE ENCASED IN STEEL OR PVC PRESSURE RATED PIPE WITH A MINIMUM OF 300mm CLEARANCE TO THE WATER MAIN.
MAINTAIN A MINIMUM OF 3m HORIZONTAL CLEARANCE, 2.5m SEPARATION AND 450mm CLEAR VERTICAL SEPARATION BETWEEN WATER SERVICES AND OTHER SERVICES, SANITARY OR STORM SEWER, IN SPECIAL CIRCUMSTANCES, NOTED AND APPROVED BY CRD WATER SERVICES.
MAINTAIN A MINIMUM OF 0.6m HORIZONTAL CENTRE TO CENTRE AND 150mm CLEAR VERTICAL SEPARATION BETWEEN WATER MAINS AND ELECTRICAL, TELEPHONE OR CABLEVISION CONDUITS EXCEPT WHERE OTHERWISE NOTED AND APPROVED BY CRD WATER SERVICES.
MAINTAIN A MINIMUM OF 0.3m HORIZONTAL CENTRE TO CENTRE AND 150mm CLEAR VERTICAL SEPARATION BETWEEN WATER SERVICES AND ELECTRICAL, TELEPHONE OR CABLEVISION CONDUITS EXCEPT WHERE OTHERWISE NOTED AND APPROVED BY CRD WATER SERVICES.
CONTRACTOR SHALL CONDUCT A PRESSURE TEST IN ACCORDANCE WITH CRD WATER SERVICES ENGINEERING STANDARDS AND IN THE PRESENCE OF THE TOWN’S REPRESENTATIVE.
CHLORINATE AND FLUSH WATER MAINS AND SERVICE CONNECTIONS IN ACCORDANCE WITH AWWA STANDARDS AND AS APPROVED BY CRD WATER SERVICES. WATER SAMPLES FOR HEALTH TESTS TO BE COLLECTED AND PROCESSED AT THE CONTRACTOR’S EXPENSE.
CONTRACTOR SHALL SUBMIT THE PROPOSED FLUSHING PROGRAM INCLUDING DISCHARGE LOCATIONS AND ESTIMATED FLOWS TO THE TOWN’S REPRESENTATIVE AND CRD WATER SERVICES FOR APPROVAL.
DECHLORINATE ALL WATER DISCHARGED FROM WATER MAINS AND SERVICE CONNECTIONS PRIOR TO DISCHARGE TO ANY DRAINAGE COURSE.
CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO CRD WATER SERVICES PRIOR TO PROCEEDING WITH ANY WORK.
CRD WATER SERVICES SHALL HAVE THE CONNECTION TO EXISTING WATER MAIN AT DEVELOPER’S EXPENSE.
DEVELOPER SHALL PAY ALL SERVICE CHARGES AND FEES TO CRD WATER SERVICES FOR WORK REQUIRED BY CRD WATER SERVICES STAFF.
CRD WATER SERVICES SHALL INSTALL RIDERS ON EXISTING FIRE HYDRANT TO BRING IT UP TO FINISHED GROUND AT THE DEVELOPER’S EXPENSE.
WATER SERVICES FOR SINGLE DWELLING TO BE A 25mm SOFT COPPER S.V.B. 19mm WATER METER AT EACH UNIT.
WHERE PRACTICAL, INSTALL SERVICE BOXES AND WATER METERS SHALL BE INSTALLED TO FINISHED GRADE, OUTSIDE OF DRIVEWAYS OR PAVED AREAS.
NO CONNECTION SHALL BE MADE BETWEEN THE TOWN OF VIEW ROYAL WATER DISTRIBUTION SYSTEM OR THE CRD WATER SUPPLY SYSTEM AND ANY PRIVATE WELL.
CRD WATER SERVICES SHALL INSTALL AND SERVICE THE FIRE HYDRANT TO SERVICE THE PROPERTY AT THE DEVELOPER’S EXPENSE.

Site Plan technical drawing showing Road A, Galloping Goose trail, Atkins Road, Chilco Road, proposed lot layouts with utility symbols, and General Notes

LEGEND

ASPHALT
EXISTING TREE
EXISTING TREE TO BE REMOVED

LEGEND - Proposed services shown bold

Symbol	Description	Symbol	Description
WATER	---- W ----	MANHOLE	□
SEWER	---- S ----	CLEANOUT	◩
DRAIN	---- D ----	CATCHBASIN	▩
CULVERT	==	ROAD SIGN	⚲
HEADWALL	◧	HYDRANT	𐄂
GAS	---- G ----	VALVE	⋈
CURB	—— C ——	METER	⊗
SIDEWALK	—— SW ——	REDUCER	>
NATURAL GRADE	- - - -	MONUMENT	⊙
BUSHLINE	~~~~~	LOT PIN	●
TREE	☘	LEAD PLUG	◍
EXISTING U/G UTIL.	.......	POWER POLE	⌂
PROPOSED U/G UTIL.	-------	ANCHOR	⥙
LIGHT STANDARD	☼

PROJECT DETAILS

Project: 102 ATKINS, EN VIRO TEC GENERAL CONTRACTING LTD.
Title: SITE PLAN GENERAL NOTES
Designed by: JS
Drawn by: JS
Checked:
Date: JUNE 2015
Scale: 1:500
Westbrook Consulting Ltd. #115 - 866 Goldstream Ave., Victoria, BC V9B 0J3. Telephone: 250-391-8592 Facsimile: 250-391-8593
Project No: 2794
Sheet: 1 of 2
Drawing No: 279401

REVISIONS

No.	Description	Date	By	Appr.
1	ISSUED FOR DEVELOPMENT PERMIT	15-07-02	JS

LOCATION PLAN

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Extracted from: 2016 02 02 Council Agenda - Pdf