HomeMy WebLinkAboutW-048905(1) #1I EACH FACE
CIRCUMFERENTIAL
#4 @ 18" O.C.
TRANSVERSE
(TYPICAL)
N87° 34' 22" W _
#4 (a) 18" O.C.
CIRCUMFERENTIAL (TYP)
6o- 3" DIA. A36 TREADED STEEL
RODS, SPACE RODS TO
AVOID INLET /OUTLETPIPING.
SEE DETAIL
5
7 10
TANK SHELL
TOP AND BOTTOM
REINF. PER PLAN
#5 RISER BAR AT 24" O.C.
VERT. TYP. AT INSIDE AND
OUTSIDE PERIMETER
(2) #6 CONT. AT INSIDE
AND OUTSIDE PERIMETER (TYP.)
N
Q
e
Q
z
z
WTPb,— Z7 0489
m
3" MIN. LOVER (TYP)
y
12" DIA. INLET /OUTLET
o�u5 1
FOUNDATION PLAN
1„ =10, -0"
#10 @ 12" O.C.
TRANSVERSE (TYPICAL)
--#11 @7 "O.C.
CIRCUMFERENTIAL
12" DIA. INLET /OUTLET
O
h @ 12" O.C.
CIRCUMFERENTIAL
NOTE:
RADIAL BARS TO' BE PLACED
OVER CIRCUMFERENTIAL BARS
CONCRETE
BLOCKING'
EXISTING PIPELINE LIMITS
T= _EMETRY PULLBOX
CONCRETE
- 6"MIN. THICKNESS INSIDE RINGWALL
BLOCKING
REMOVE EXISTING PLUG (MJ) AND
REMOVE EXISTING PLUG(MJ) AND PROVIDE:
1 -12" GATE VALVE ASSEMBLY
1 - 12" GATE VALVE ASSEMBLY
RCP VAULT 76641 OR EQUAL
1 - 12" D.I. NIPPLE (LENGTH TO FIT)
1 12" DI NIPPLE (LENGTH TO FIT)
-
°
1 - 12" C.I. LONG BODY SLEEVE
NON- SHRINK GROUT, 12" WIDTH
SEE DETAIL 11
7 8
,O 4
REFERENCE ELECTRODE CONDUIT -�
AROUND TANK AT PERIMETER
nN
'/4" G.I. PIPE. PLACE IN PAVEMENT AT
25' RADIUS. STUB OUT AND CAP BELOW
VAULT
W
ELECTRODE TAPS ON OPPOSITE SIDES \
OF TANK AT GROUND LEVEL TERMINATE
wo
J
14L
AT POWER 8 TELEMETRY ENCLOSURE
Q
SEE DETAIL
FOUNDATION
�
7 12
4'6" (APPROX.)
7
N87 °34'22_'14
7 7
;SELL ELL
'Q9 L`'10
12" DIA. INLET AND OUTLET PIPING
® /GS 0
SEE DETAIL 8
/
"I (,+
12-DIA. OVERFLOW
AND DRAIN PIPING
SEE DETAIL
7a
PROVIDE:
12" GATE VALVE (MJ X FL)
12" 90° (FL) WITH CONC. BLOCKING
12 "TEE (MJ X FL) WITH CONC. BLOCKING -
POWER AND TELEMETRY ENCLOSURE,
SEE SHEET 12
1 " DIA. G.I. CONDUIT FOR TELEMETRY,
TRANSDUCER AND SPRINKLER CABLES FROM
EXISTING PULL -BOX TO ENCLOSURE.
i
201 LF 6" PVC PERF. PIPE
SLOPE = 0.015 TOWARD TEE.
INVERT EL. AT TEE = 386.0
CAP UPSTREAM ENDS
EDGE OF PAVEMENT
r- —
t
__a RESERVOIR WIRING:
6 #12 IN 3/4" G.I. CONDUIT UNDER PAVEMENT,
UP LADDER AND ALONG STAIR CHANNEL TO ROOF.
/ TO POWER TRANSFORMER,
6" PVC UNDERDRAIN
OILED SAND CUSHION
T= _EMETRY PULLBOX
CONCRETE
- 6"MIN. THICKNESS INSIDE RINGWALL
BLOCKING
REMOVE EXISTING PLUG (MJ) AND
1 -12" GATE VALVE ASSEMBLY
11. 4' X 6' X 5'6" VAULT
RCP VAULT 76641 OR EQUAL
TANK SHELL
1 12" DI NIPPLE (LENGTH TO FIT)
-
°
_
1 - 12" C.I. LONG BODY SLEEVE
NON- SHRINK GROUT, 12" WIDTH
SEE DETAIL 11
7 8
j
HANDHOLE FOR AUTOMATIC
AROUND TANK AT PERIMETER
SPRINKLER SYSTEM
VAULT
1 " DIA. G.I. CONDUIT FOR TELEMETRY,
TRANSDUCER AND SPRINKLER CABLES FROM
EXISTING PULL -BOX TO ENCLOSURE.
i
201 LF 6" PVC PERF. PIPE
SLOPE = 0.015 TOWARD TEE.
INVERT EL. AT TEE = 386.0
CAP UPSTREAM ENDS
EDGE OF PAVEMENT
r- —
t
__a RESERVOIR WIRING:
6 #12 IN 3/4" G.I. CONDUIT UNDER PAVEMENT,
UP LADDER AND ALONG STAIR CHANNEL TO ROOF.
/ TO POWER TRANSFORMER,
6" PVC UNDERDRAIN
OILED SAND CUSHION
- 6"MIN. THICKNESS INSIDE RINGWALL
- 1.25" THICKNESS ON RINGWALL
TANK SHELL
NON- SHRINK GROUT, 12" WIDTH
AROUND TANK AT PERIMETER
120:1
SLOPE 1 /8 "/FT. FROM TANK PERIMETER
wo
Ill-
III
COMPACTED UNDISTURBED NATIVE SOIL
GRANULAR FILL
PROVIDE 2' (MIN) WIDTH OF PEA
GRAVEL AROUND FOUNDATION OF
PERIMETER FOR DRAIN.
SECTION r6
PROVIDE MIN. 2" DEPTH OF CLASS B
1 „ =10' -0” 7 7
ASPHALT CONCRETE PAVEMENT
12" CMP STORM
PROVIDE 21/2" BASE COURSE
OF 11/4 "MINUS CRUSHED ROCK
AND 11/2" TOP COURSE OF 5 /e"
MINUS CRUSHED ROCK. A FOUI
C.
r _ f T.•
� P4t'� E
REVISED TO CONFORMs�
TO• CJ^./('NSTRU ION RECORDS
f
S
1-116199
ATE
I I I X I I I X I r
PIPING PLAN 3
1" = 10' 4 7
TANK SHELL
1' G.J. TELEMETRY CONDUIT
INLET /OUTLET PIPING
SEE DETAIL
7 8
ROCKERY
TANK BOTTOM
e . - 2'-0" -.
b.
12" CMP STORM
18" TO (L 3" DIA. PERFORATED PVC DRAIN PIPE
OF DRAIN PIPE.
SECTION tl7
NTS 7 7
I
1411 Fourth Ave. Bldg. 1410 Market Street
Suite 720 P.O. Box 1180
Seattle, WA 98101 �g�ing Kirkland, Washington 98033
�AG� EF (ZOC ) nG2- t -H(N- (206) 827 -6400 NO. REVISIONS BY APPR. I DATE
I a I T t I
:d, ml
CITY OF RENTON
WEST HILL RESERVOIR
FOUNDATION PLAN
APPROVED SCALE DATE SHEET
RHH SHOWN JULY 1984 7 OF 12
� • c1o9b.