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PERIMETER ROAD SO.
WEST
CITY
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WEST HILL
RENT ..... ....... I AAo
CITY 0
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140
P I
JAN 18 1984
PREPARED BY RH2 ENGINEERING j- P.S.
HEIGHT VARIES
MATCH GRADE
ii cwi)'(`
mcr —
N (-) L '
4 -6-
6:1 BATTER
EXTRUDED CURB
CONC. DRIVEWAY
i
91i In
ROCK RETAINING WALL DETAIL( -A ---
NOT TO SCALE 5
RAINIER AVE. SO.
PERIMETER ROAD SO.
1410 MARKET ST.
ZP.O. BOX 1180
Engineering
KIRKLAND, WASH. 98033
PH. 827-6400
I
NO. REVISIONS BY 1 APPR. DATE
fl f N
CITY OF RENTON
WEST HILL PUMP STATION
LANDSCAPE PLAN
DRN, ENGR, APPROVED SCALE DATE SHEET
MEM ! MEM RHH = 5'-0" 1984 5 OF 17
r
k
REINFORCED CONCRETE BOX CULVERT
TO REMAIN
FLOW CONTROL MANHOLE SCHEDULE
RIM EL. ---- -- 23.80
BOTTOM EL. 17.80
I.E. 4'' PVC PERF. (IN) 21.72
I.E. 4" PVC PERF, (IN)- 21.72 x
I.E. 4" PVC (IN) 20.92
I.E. 12" CMP (OUT) 20.90
I.E. 12" CMP (AT RBC) 20.82
x
CENTERLINE PERIMETER ROAD
REPAIR OR REPLACE ALL DAMAGED PAVING
CONCRETE DRIVEWAY TO CONFORM TO APWA "TYPE A'
CONSTRUCTION/EXPANSION JOINT (TYP.)
EXISTING CURB TO REMAIN (TYP.)
EXISTING LIGHT POLE TO REMAIN
24.19 -- — -- 16'-0,
30`-0,
a D
PERIMETER. FOOTING DRAIN
I4 ' PVC PERF.)
15 _-
41111111116
col- - -- ----R 4' 6"
I - - - _
R- 4'-6„
24.25 + 24.25 — —
24.25 +
TYPE II FLOW q ' +
CONTROL MANHOLE 24.25
SEE SCHEDULE NEW CONCRETE DRIVEWAY - --- •9
W/ GRATE TOP) -- SLOPE TO C B. 0.5 o MIN
16' SLIDING GATE WITH
12 CMP DRAIN TO
c RBC.
MAN -GATE WITHIN. PROVIDE
STANDARD CITY LOCK AND
KEY FOR BOTH GATES. - _ L- A'
GATE SLIDE
x
X
4" PVC FLOOR
DRAIN LINE - 16'-0" -
16'70"
0 ROCKERY - SEE'_A
A os I
4 /
IaNEW12'' D.I.
o ' CL. 52-TJ. c X I
PUMP STATION - 24.37 24.37 WARP TO 10 -4 0
AT PUMP
F.F. EL. 24.00 ; STATION. I19 .-0_ -
Ab-
TT
SOUTH RETAINING WALL
4 9
DIESEL FUEL x
STORAGE TANK
PERIMETER/FOOTING DRAIN - SEE _A
4 PVC PERF.) 4 7
y,
x
in
NEVI WIRE FABRIC (CHAIN LINK) FENCE PER
SPECIFICATIONS LOCATION APPROX. -
CONTRACTOR MAY MAKE MINOR MODIFICATIONS
IN FIELD TO CLEAR OBSTRUCTIONS,
RAINIER AVE. SO.
EXISTING CURB AND
SIDEWALK TO REMAIN.
X- X---- - - - _x —
1410 MARKET ST.
ZP.O 60X 1 i80
lneovin9
KIRKLAND, WASH. 98033
9 PH. 827-6400
NO. REVISIONS
24.19
R - 4'-6
REINFORCED BOX CONCRETE
CULVERT TO REMAIN. VERIFY
DEPTH FOR NEW DRAINAGE,
APWA TYPE "E-1''
EXTRUDED CONCRETE CURB TYP.
EXISTING POWER/TELEPHONE POLE I Mr- IAIN. INSTALL NEW
UNDERGROUND POWER SERVICE TO PUMP STATION.
12'' D.I. SUCTION PIPING
NEW PIPING- EXIST.
12'' D I. CL. 52 ---_ PIPING
SUCTION
12" D.1.
CL. 52
12 LONG BODY SLEEVE i
TYP.) -- - _-- -
12 D.i, NIPPLE
2 LF (TYP -
DISCHARGE __-- ____-- SEE CONNECTION _
r
12" D.I.
DETAIL - - - CL. 52
12 D.I. CL 52
REN10VE BLKG. AND PLUGS AND EXTEND
AS SHOW!":
FINAL CONFIGURATION
SUPPLY
FROM HYDRANT
12" D.I.
CL. 52
INSTALL 12 CAPS WITH BLOCKING
FOR PRESSURE TESTING AND
DISINFECTION
EXISTING CAPPED AND
BLOCKED.
2' TEMP. B.O.
12
L. 52
12 DI DISCHARGE
PIPING TO WEST
HILL RESERVOIR TESTING CONFIGURATION
N ATE: I ENDS OF EXIST. PIPES
ARE MARKED.
2 WARP PIPES AS NECESSARY
OR INSTALL BENDS TO PROVIDE
ALIGNMENT SHOWN ON PIPING
PLAN AND AS NECESSARY.
DO NOT WARP MORE THAN 4°
MAX. AT JOINTS)
PROVIDE EXPANSION JOINTS IN
PVMT, EVERY 15' OF 0;114iON
JAN 181984
CITY OF RENTON
WEST HILL PUMP STATION
SITE PLAN
DRN, ,GR. APPROVED SCALE DATE SHEET
BY APPR. DATE DB DR E !, RHH 1" -= 5'-0" 1984 4 OF 17
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PROPOSEDSITEPLAN 1
11 =
20f
RAINIER
AVE SO. q,
PROPOSED WEST HILL PUMP
STATION PROPOSED
SITE ELEVATION 10,
CEN'
ROA
N
CancNJKv7c'! V"
vIJAN
18198,11 CITY
OF RENTON PROPOSED
WEST HILL PUMP STATION E"
mq 6"
to- Fmglne*
ring NO.
REVISIONS BY APPR. DATE DRN,
EENGIR. APPROVED SCALE i DATE SHEET MMj
ORE RHH AS SHOWN NOV.