201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2 tel 250.828.0881 ■ fax 250.828.0717 [email protected]FILE: r:\clients\1200-1299\1254\1254-011\03 drawings\cad\02 design drawings\dn-1254-011 CONSULTANT SEAL SCALE DRAWING No. ISSUES / REVISIONS PROJECT REFERENCE No. DATE DRAWN BY DESIGN BY DATE No. DESCRIPTION APP'D BY SHEET REVISION CITY OF ENDERBY ENDERBY SPRAY PARK LOCATION PLAN & DRAWING LIST AT LR MAR 2017 1254-011 1254-011 01 01 OF - 1 LEGEND EXISTING PROPOSED TEST PIT IRON PIN SURVEY CONTROL DESCRIPTION POWER TEL CABLE STREET LIGHT GAS POWER POLE LAMP STANDARD LIGHT POST POLE ANCHOR JUNCTION BOX SANITARY MAIN SANITARY FORCEMAIN SANITARY MANHOLE CLEANOUT LIFT STATION SEPTIC TANK STORM MAIN STORM DITCH CULVERT STORM MANHOLE CATCHBASIN STORM DRYWELL WATER MAIN WATER SERVICE CURB STOP VALVE STANDPIPE HYDRANT AIR RELEASE VALVE REDUCER SPRINKLER IRRIGATION BOX END CAP 1:1000 50 0 1 MAR 29/17 ISSUED FOR IHA APPROVAL AT DU KING AVE GRANVILLE AVE GEORGE ST / HWY 97A OLD VERNON RD 3RD AVE 2ND AVE FORTUNE CREEK PROPOSED SPRAY PARK BARNES PARK DRAWING LIST DRAWING NO. TITLE 01 LOCATION PLAN & DRAWING LIST 02 SITE SERVICING PLAN 03 SITE GRADING PLAN 04 SITE CROSS SECTIONS 05 UTILITY CABINET DETAILS & SECTIONS
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FORTUNE CREEK GEORGE ST / HWY 97A OLD VERNON … · elev: 354.97 edge of apron elev: 354.95 perimeter drain elev: 354.59 0+025 perimeter drain elev: 354.59 edge of apron elev: 355.30
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PROPOSED 50Ø SERVICE c/w 100Ø SERVICESADDLE, CORP STOP AND STOP-AND-DRAINCURB STOP. (SEE DETAIL THIS SHEET)
PROPOSED 50Ø DR13.5 HDPESERVICE TO CONTROL VAULT
PROPOSED ABOVE GROUND SPRAYPARK CONTROL CABINET (BY OTHERS)
(SEE DWG 1254-011-05 FOR DETAIL)SPRAY FEATURE SUPPLY PIPING ANDELECTRICAL CONDUIT (BY OTHERS)
PROPOSED 100Ø PERIMETER DRAIN
2-100Øx150Ø SERVICE WYESTO CONNECT PERIMETER
DRAIN TO 150Ø DRAIN LINE
PROPOSED 150Ø SDR35 PVC DRAIN
@ MIN. 1.0% c/w 150Ø P-TRAP
PROPOSED 100Ø PVC CABINET
UNDER-DRAIN TO 100Øx150Ø SERVICE WYE
TIE IN TO EXISTING MANHOLEc/w REBENCHING IF REQUIRED
EX
250
Ø S
AN
ITA
RY
WIDEN EXISTING OPENING IN FENCETO ACCOMMODATE WALKWAY
PROPOSED LOW POINT DRAINAGE VAULT c/wT266 CONCRETE INSPECTION BOX, RISERS,METAL LOCKING LID, DRAIN ROCK, AND 100ØDRAIN LINE TO MAIN & 100Øx150Ø SERVICE WYE
PROPOSED 1.2m WIDE ASPHALT WALKWAY
WASHROOM BUILDING
EX 200Ø PVC STORM
LOT 2PLAN KAP61900
EASEMENTPLAN A9579
PT. DL. 150
PROPOSED TOE OF FILL SLOPE
ADD A NEW 15A GFI CIRCUITBREAKER TO EXISTING CIRCUITPANEL (LOCATION APPROXIMATE)
1-100mm RPVC CONDUIT FOR POWER2C #12, GND, & #6 BOND
POOL CHANGEROOM BUILDING
POOL FILTRATIONEQUIPMENT BUILDING
NOTE:ALL METAL PARTS OF SPRAY PARK (INCLUDING BUTNOT LIMITED TO METAL DRAINS) SHALL BE BONDEDTO GROUND WITH MINIMUM NO. 6 AWG PERSECTION 68 OF THE CANADIAN ELECTRICAL CODE.
SPRAY PARK PAD &TOYS BY OTHERS
WETTED AREA = 174m²TOTAL AREA = 401m²
PICNIC TABLE AND CONCRETE PADTO BE REMOVED AND RELOCATED
TREE TO BE PROTECTEDDURING CONSTRUCTION
PROPOSED ROOT BARRIERTO PROTECT SPLASH PAD
FROM TREE ROOTS
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SOLO
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SOLO
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SOLO
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MISTY
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MISTY
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MISTY
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DATE:
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DWN. BY:
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DWG. NO.:
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SCALE:
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REV.:
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DATE:
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CHK. BY:
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SPRAY PARK WATER SERVICE
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LR
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FEB 2017
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NTS
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1
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ACAD FILENAME: W-7.DWG
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%%UELEVATION
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1800mm MIN.
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1800mm MIN.
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22.5%%D
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WATERMAIN
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SERVICE BOX
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EXTENSION TYPE
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WATER MAIN
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CORP STOP
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%%UPLAN
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FORM GOOSENECK IN
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HORIZONTAL PLANE
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SERVICE PIPE
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CURB STOP
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1800mm MIN.
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SERVICE
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SADDLE
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CORPORATION MAIN STOP, BALL TYPE CONFORMING TO AWWA C800 EQUIVALENT TO CAMBRIDGE BRASS #301-NLM3H3- IP THREAD (COMPRESSION TYPE c/w STAINLESS STEEL INSERT FOR PEX TUBING x FEMALE IRON PIPE THREAD)