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201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
: r:\clients\1200-1299\1254\1254-011\03 draw
ings\cad\02 design draw
ings\dn-1254-011
CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
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 500
1
MAR
29/17
ISSUED FOR IHA APPROVAL AT DU
KING AVE
GRANVILLE AVE
GE
OR
GE
ST
/ H
WY
97A
OLD
VE
RN
ON
RD
3RD AVE
2ND AVE
FO
RT
UN
E C
RE
EK
PROPOSED SPRAY PARK
BARNES PARK
DRAWING LISTDRAWING NO. TITLE
01 LOCATION PLAN & DRAWING LIST
02 SITE SERVICING PLAN
03 SITE GRADING PLAN
04 SITE CROSS SECTIONS
05 UTILITY CABINET DETAILS & SECTIONS
355
356
355
356
201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
: r:\clients\1200-1299\1254\1254-011\03 draw
ings\cad\02 design draw
ings\dn-1254-011
CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
SHEET
REVISION
CITY OF ENDERBY
ENDERBY SPRAY
PARK
SITE SERVICING
PLAN
AT
LR
MAR 2017
1254-011
1254-011
02
02
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
0 51:100
1
MAR
29/17
ISSUED FOR IHA APPROVAL AT DU
PLAYGROUND
PICNIC TABLE
EX 100Ø WATER SERVICE
EX 200Ø PVC SANITARY
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
355
3.66%
6.53
%
2.00
%
4.38%
2.69
%
6.56%
6.52%
6.53%
5.59%
5.39
%
3.18%
6.50%
6.50%
4.25%
2.00
%
2.03
%
2.00
%
2.00
%
2.02%
2.00%
1.99%
1.99%
3.20%
4.40
%
5.57%
5.58%
6.50
%
2.00%
2.00
%
2.00%
2.01%
2.01%
2.00%
2.00
%
2.00
%
1.99
%
2.00
%
2.04%
2.00%
2.00%
1.97%
2.00%
2.00%
2.00%
4.43%
355.324
355.324
355.172
355.019354.951
354.884
354.884
354.884
354.969
355.036
355.103
355.115
355.127
355.192
355.258
355.324
355.324
355.324
355.324
355.017
DRAIN ELEV354.686
DRAIN ELEV354.686
354.884
354.
970
355.068
355.165
355.165
355.165
355.136
355.188
355.188
355.151
355.114
355.078
355.028
355.054
354.987
354.920
354.835
354.835
354.
835
354.
902
3.00%
6.49%
201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
: r:\clients\1200-1299\1254\1254-011\03 draw
ings\cad\02 design draw
ings\dn-1254-011
CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
SHEET
REVISION
CITY OF ENDERBY
ENDERBY SPRAY
PARK
SITE GRADING
PLAN
AT
LR
MAR 2017
1254-011
1254-011
03
03
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
1:50 20
1
MAR
29/17
ISSUED FOR IHA APPROVAL AT DU
A
04
B
04
PROPOSED CONTOURS AT 0.25m INTERVALS
PROPOSED TOE OF 10% FILL SLOPE
353
354
355
356
357
353
354
355
356
357
0+000 0+010 0+020 0+0300+030
353
354
355
356
357
353
354
355
356
357
0+000 0+010 0+020 0+025PE
RIM
ET
ER
DR
AIN
ELE
V: 3
54.5
9
ED
GE
OF
AP
RO
NE
LEV
: 355
.21
ED
GE
OF
OV
ER
SP
RA
YE
LEV
: 355
.24
ED
GE
OF
SP
RA
Y P
AR
KE
LEV
: 355
.14
ED
GE
OF
SP
RA
Y P
AR
KE
LEV
: 354
.92
ED
GE
OF
OV
ER
SP
RA
YE
LEV
: 354
.97
PE
RIM
ET
ER
DR
AIN
ELE
V: 3
54.5
9
ED
GE
OF
AP
RO
NE
LEV
: 354
.95
PE
RIM
ET
ER
DR
AIN
ELE
V: 3
54.5
9
ED
GE
OF
AP
RO
NE
LEV
: 355
.30
ED
GE
OF
OV
ER
SP
RA
YE
LEV
: 355
.32
ED
GE
OF
SP
RA
Y P
AR
KE
LEV
: 355
.17
DR
AIN
ELE
V: 3
54.6
9
ED
GE
OF
SP
RA
Y P
AR
KE
LEV
: 354
.85
ED
GE
OF
OV
ER
SP
RA
YE
LEV
: 354
.91
ED
GE
OF
AP
RO
NE
LEV
: 354
.89
PE
RIM
ET
ER
DR
AIN
ELE
V: 3
54.5
9
201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
: r:\clients\1200-1299\1254\1254-011\03 draw
ings\cad\02 design draw
ings\dn-1254-011
CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
SHEET
REVISION
CITY OF ENDERBY
ENDERBY SPRAY
PARK
SITE CROSS
SECTIONS
AT
LR
MAR 2017
1254-011
1254-011
04
04
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
V - 1:50
H - 1:50
0
0
2.5
2.5
1
MAR
29/17
ISSUED FOR IHA APPROVAL AT DU
A
03
SPRAY PARK SECTION
B
03
SPRAY PARK SECTION
CONC. APRON
1.2m
OVERSPRAY AREA
2.4m
OVERSPRAY AREA
2.4m
CONC. APRON
1.2m
150mm REINFORCED MIN. 32MPa CONCRETESPLASH PAD (SURFACE TO BE BROOM FINISHED)
150mm CRUSHED GRAVEL BASE COMPACTED TO 100% S.P.D.
300mm S.G.S.B PIT RUN GRAVEL COMPACTED TO 100% S.P.D.
2.0%
2.0%
2.0%
2.0%
VARIES
VARIESVARIES VARIES
CONC. APRON
1.2m
OVERSPRAY AREA
2.4m
SPRAY PARK OVERSPRAY AREA
2.4m
CONC. APRON
1.2m
VARIES
VARIES VARIESVARIES
150mm REINFORCED MIN. 32MPa CONCRETESPLASH PAD (SURFACE TO BE BROOM FINISHED)
150mm CRUSHED GRAVEL BASE COMPACTED TO 100% S.P.D.
300mm S.G.S.B PIT RUN GRAVEL COMPACTED TO 100% S.P.D.
100Ø PERF BIG-O DRAIN c/w 19ØMINUS DRAIN ROCK TO ELEV.354.79m WITH SOCK FILTER ANDBALANCE OF DRAIN ROCK TOELEV 354.89m (TYP.)
SPRAY PARK
201 - 2079 Falcon Road ■ Kamloops BC ■ V2C 4J2tel 250.828.0881 ■ fax 250.828.0717
FILE
: r:\clients\1200-1299\1254\1254-011\03 draw
ings\cad\02 design draw
ings\dn-1254-011
CONSULTANT SEAL
SCALE
DRAWING No.
ISSUES / REVISIONS
PROJECT REFERENCE No.
DATE
DRAWN BY
DESIGN BY
DATENo. DESCRIPTION APP'DBY
SHEET
REVISION
CITY OF ENDERBY
ENDERBY SPRAY
PARK
UTILITY CABINET
DETAILS &
SECTIONS
AT
LR
MAR 2017
1254-011
1254-011
05
05
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
A
-
UTILITY CABINET SECTION
A
-
UTILITY CABINET PLAN
1
7
A
BCD
E
PIPING SCHEDULE
ITEM PIPE AND FITTINGS QTY1 50Ø STEEL SPOOL (PExGE)
- 50Ø 90° WELD BEND (LR)
- 50Ø SCH40 STEEL PIPE
1
2 50Ø STEEL SPOOL (GExGE)
- 50Ø 90° WELD BEND (LR)
- 19Ø THREADOLET c/w 19Ø SS BALL VALVE & END CAP
- 50Ø SCH40 STEEL PIPE
1
3 50Ø STEEL SPOOL (GExGE)
- 50Ø SCH40 STEEL PIPE
1
4 50Ø STEEL SPOOL (GExTHREAD)
- 50Ø SCH40 STEEL PIPE
1
550Ø STEEL SPOOL (THREADxTHREAD)
- 50Ø SCH40 STEEL PIPE
1
6 50Ø STEEL SPOOL (THxTH)
- 12.5Ø THREADOLET c/w SS BALL VALVE & END CAP
- 19Ø THREADOLET c/w SS BALL VALVE & END CAP
- 50Ø STEEL x PVC ADAPTER (FIPT x HUB)
- 50Ø SCH40 STEEL PIPE
1
750Ø STEEL x PVC ADAPTER (FIPTxHUB) 1
8 50Ø FLANGE ADAPTER
- VICTAULIC (STYLE 441) OR APPROVED EQUAL
2
9
50Ø 90° SCH80 PVC BEND
1
10 50Ø SCH80 PVC PIPE & BENDS
- LENGTH TO SUIT TIE-IN TO WATER PLAY SUPPLIED
MANIFOLD
1
EQUIPMENT SCHEDULE
ITEM EQUIPMENT QTYA 50Ø PIPE TRANSITION COUPLING
- TRANSITION: STEEL x HDPE
MANUFACTURER: PHILMAC OR APPROVED EQUAL
1
B 50Ø GROOVED RIGID COUPLING
- GASKET: GRADE 'E' EPDM
- HOUSING: GALVANIZED DUCTILE IRON
MANUFACTURER: VICTAULIC, STYLE 89 OR APPROVED EQUAL
2
C 50Ø STRAINER & HIGH PERFORMANCE TURBINE METER
- BODY & COVER: LEAD FREE, HIGH-COPPER ALLOY
- MAINCASE: LEAD FREE, HIGH-COPPER ALLOY
- TURBINE MEASURING ELEMENT: AWWA CLASS II
- E-CODER REGISTER AND WALL MOUNTED R900 RADIO FREQUENCY MIU
- CERTIFIED: NSF-61
- 2 - 12.5Ø DRAIN VALVE c/w END CAP
MANUFACTURER: NEPTUNE
1
D 50Ø DOUBLE CHECK VALVE
- BODY: LEAD FREE CAST COPPER SILICON ALLOY
- TOP MOUNTED LEAD FREE BALL VALVE TEST COCKS
MANUFACTURER: WATTS LF007 OR APPROVED EQUAL
1
E 50Ø PRESSURE REDUCING VALVE
- BODY AND COVER: LEAD FREE BRASS
- DISC: BUNA-N
MANUFACTURER: WATTS LF223 OR APPROVED EQUAL
1
5
1
BDE
C
2159 [7'-1"]
1222
[4'-0
"]
914
[3'-0
"]
13575130100 203 495 254 178 170152218
0 0.51:10
50
6
300
2
214
53
4
6
7
4
50 T
YP
.
2440
1240
2000
800
135
112
57
163
79140
UTILITY CABINET STRIP FOOTING PLAN
19Ø MINUS DRAIN ROCK
300
PIPE SUPPORTS PLACED ONCONCRETE BLOCK (TYP.)
100Ø PERFORATED PVC PIPE c/w SOCK FILTER
100Ø PVC DRAIN PIPE TO MAIN DRAIN LINE (MIN. 1.0%)
22019Ø MINUS DRAIN ROCK
COMPACTED TO 95% S.P.D.
B
-
220
75
75
300
75
B
-
STRIP FOOTING SECTION
2-10M CONTINUOUS c/w 600x600 CORNER BARS
2
8 8
9
10
3
SPRAY TOY DISTRIBUTION MANIFOLD (BY OTHERS)
CONTROL PANEL(BY OTHERS)
1
MAR
29/17
ISSUED OFR IHA APPROVAL AT DU
UTILITY CABINET (BY OTHERS)
