HomeMy WebLinkAboutWTR2703214.26PROPOSED POND
MAINTENANCE ACCESS ROAD
PROPOSED 8" CULVERT
PROPOSED
QUARRY SPALLS
PROPOSED WATER QUALITY SAMPLING
STATION, SEE/`p� FOR DETAILS
PROPOSED ACCESS CORRIDOR AND
OPEN SPACE FOR FUTURE CELLULAR
EQUIPMENT, SEE/-F---\FOR DETAILS
SEE DWG NO. G01 FOR
SURVEY AND STATION LINE
CONTROL POINTS
i PROPOSED POND OUTFALL PA-u : E B`
FOR DETAILS
PROPOSED
450 CHAIN -LINK APPROX. 94 LF OF
FENCE ~ CPEP POND OUTFALL
APPROX. STA, 3+27.3, 172.5' R, PIPE, ROUTE TO - PR`OSE v
APPROX, STA. 3+23.3, 12.9' R, PROVIDE: POND OUTFACE PIPE
O PROVIDE: 44
;> (1y - 12" DI 90- BEND (MJxMJ) WITH 452
(1) 12" DI 90- BEND (MJxMJ) -,',-PAD AS SHOWN
- -
k ,7-1
. w w w „ w w w
APPROX 160 LF of 12 D1 PIPE
4,ga
PROPOSED GRAVEL ACCESS
qSA �S ROAD, SEE E FOR
rn f DETAILS C04
PROPOSED POND
FENCE
PROPOSED ACCESS
2 ROAD DRAINAGE
PROPOSED POND OVERFLOW ..
SPILLWAY, SEE FOR DETAILS - -- -• CATCH BASIN, SEE
C DWG NO. C12 FOR
o PROPOSED C04 DETAILS
STORMWATER 12"
� POND INLET PIPE, SEE
DETENTION POND
X DWG NO. C12 FOR DETAILS ,
PROPOSED POND
PROPOSED POND CONTROL
_ - -- - OUTFACE CATCH BASIN,
x STRUCTURE, SEE D FOR DETAILS 5 SEE DWG NO. C12 FOR
DETAILS
` 18" POND INLET PIPE, SEE DWG PIPE CROSSING, SEE
h �+ NOS. C12 & M01 FOR L).E i AILS
2 �'50 f PROPOSED AIR -GAP STRUCTURE, APPROX 119 LF of NOTE THIS SHEET
` SE A OR DETAILS WALL FOOTING
13 12' DI PIPE
i DRAIN
I PROPOSED RESERVOIR DE('HLORINATION \\j{
449 _ VAULT, SEE DWG NO. M01 FOR DETAILS
;x
`F PROPOSED 12" RESERVOIR DRAIN\OVERFLOWS APPROX. STA. 2+08.9, 179,6' R,
PROVIDE-0 PIPE, SEE DWG NO. M01 FOR DETAILS (1) - 12" DI 221/2' BEND (MJxMJ) WITH
VALVE MARKER, (TYP. OF 4) j THRUST BLOCK
1 3 SE A FOR DETAILS
I co �Ss .
452 j` 'ROPOSED 42" RESERVOIR RFLOW PIPE, }
~ K
SEE DWG NO. M01 FOR DETAILS
�D
s
`I '+, - APPROX 61 l r
. ,,� Jr
of 12" DI454
r
PROPOSED SEISMIC
ISOLATION VALVE
VAAULT, SEE DWG NC.
In
��02, FOR DETAILS
'`PROPOSED VAULT
DRAIN LINE, BLOW OFF
AWS SPLASH PAD, SEE
`E�x RESERVOIR
OR DETAILS
OVERFLOW, SEE
DWG NO. M01, C15 i
FOR DETAILS
�s I
RESERVOIR DRAIN„ f S
V SEE DWG NO. M01
RESERVOIR FOR DETAILS
RINGl
APPROX. STA. 1+53,2, 204.8' R, PROVIDE:
(1) - 12" DI 221/2' BEND (MJxMJ) WITH
THRUST BLOCK
APPROX 39 LF
of 12" DI PIPE PROPOSED BUILDING PAD
FOR ELECTRICAL
BUILDING, SEE ` P
DETAILS ;4
PROPOSED 10'x16' PRE -CAST
ELECTRICAL BUILDING. SEE DWG
NO. E02 FOR DETAILS. ,
APPROX 14 LF of
16" DI PIPE, (FLxPE)
APPROX. STA. 1+14.3, 205.8' R,
PROVIDE:
(1) - 12" DI TEE (FLxFL)
(2) - 12" DI GATE VALVE (FLxMJ)
(1) - 12" DI GATE VALVE (FLxFL)
(1) - 16" x 12" DI REDUCER (FLxMJ)
APPROX, STA. 0+85.7, 222.0' R,
PROVIDE:
(1�,,=- HYDI NT ASSEMBLY, PER
CITY STANDARD DtT-XIL T02-
w APPRXX 116 LF w
0 2
L
A�
6'
SECTION SE 03, TOWNSHIP 23. RANGE 05
i, r POSED HOQUTAM SUBDIVISION
PIPE CROSSING NOTE:
PROVIDE VERTICAL BENDS OR DEFLECT
WATER MAIN TO ALLOW WATER MAIN TO
PASS BELOW OUTFALL PIPE. PROVIDE 6" MIN.
CLEARANCE BETWEEN PIPES, PLACE
NEOPRENE PAD BETWEEN PIPES AT
CROSSING.
'OPOSED ELECTRICAL UTILITIES
)T SHOWN, SEE DWG NO. C15
)R PROPOSED ELECTRICAL SITE
.AN.
'OPOSED LANDSCAPING NOT
SOWN, SEE DWG NO. C07 FOR
'OPOSED SITE AND LANDSCAPII
APPROX. STA. 0+72.0 322.3' R, PROVIDE.
� APROX. A. 0+9 2, 206 8' R, PROVIDE(1) - 12" DI CROSS (FLxMJ), VERTICAL FOR
(1) - 12" TEE (MJxFL) POLYPI2fGiBGOWPER
OFFCITY
ASSEMBDAREDEAIY B114
R CIT
(1) - 12" GATE VALVE (FLxMJ) APPROX-
STANDARD DETAIL B105
46.0 (1) - 12" PLUG WITH THRUST BLOCK
RELOCATE GUY WIRE TO AVOID CONFLICT
WITH PROPOSED FENCE. COORDINATE WITH
UTILITY FOR RELOCATION`
46 } 46 �6?
NE 12TH ST (ROAD EA
SEMENT)
CITY PROJ. NO,
W-2851, STA. 25+94 EXISTING CITY WATERLINE
PROJ. NO. W-2851
APPROX. 255'
-321414
CONSTRUCTION ACCESS
ENTRANCE
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ADDENDUM / ISSUED FOR CONS", TRUCTION
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10/09/07