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SCALE i —20
CDF
3+70 SSFM 4ANDT
SSMH #9 48"
RIM= 432.50
IE= 400. 00VERTICAL BENDS
PIPE TIED TO MH WALL
REQUIRED. SEE SHT. 15
DETAILS.
HDPE NOTES:
1. HDPE SHALL BE SDR 11
(160 PSI) OR BETTER. S2 - 8" DIA
STEEL CASING
2. BENDS SHALL BE SLEEVE FOR FW
MOLDED TYPE TO WI774 CALPICO
MAINTAIN PRESSURE SPACERS N-
12' ALL WEATHER ^
RA TINE SURFACE %
81OLF 3" & 4 "HDPE �.
PRESSURE MAIN MIN 3' °
BURY.
P
It
20' UTILITY EASEMENT PER
A-010-90 REV. REC'D
UNDER NO. 9102129004
12 ALL �WVATHER�__- _
SURFACE
15' CITY OF RENTON _
SEWER EASEMENT
2+48-SSFM O
90' BEND 3"&4" 0)
MOLDED
.. l
FORCE MAIN NOTE
3" & 4" DIAMETER PIPE
SHALL BE HDPE. SEE c 0
1+25-SSFM
22.5' BEND
3''&4`0
, r i
PORTION OF THE NW 1/4 0F THE NW 1/4
SEE SHEET � � SECTION J. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, STATE OF WASHINGTON
/V TINUA T1 ON BEL 0"W
20' UTILITY EASEMENT PER 2+48-SSFM O
LLA-010-90 REV. REC'D 90' BEND 3"&4"
UNDER NO. 9102129004 MOLDED M
810LF 3';'�DPE & 4"
-- ---- - - - - -- -PRESSURE MAIN *flN-3' ---
NEW SSMH-48 i 72' ALL WEA THER7— -
RIM=443.5 ` - ' 1+00 SURFACE
I IE=43290-8"SW ,
IE=433.008"N� _
12' ALL WEATHER #
SURFACE
FORCE MAIN NOTE. ` ` - _ 440
3" & 4" DIAMETER PIPE
SHALL BE HDPE. _
BACKFILL W /CDF
6_
20LF 8" PVC SS /w� DEFLECT 370 PIPE 1' MIN
S=20090 0+98 TAINLESS STEEL rt
0-1400 8"X3"WYE\ _ " STRAPS 4' SPACING
EXI SSMH " �-4 HDPE
o RIY= 444. 70 8 HDPE r- - --
Z )ET 432.JO-8" , r ~AKTY
0 o IE=432.50-NEW NE 2% MIN SLOPE --_
8 X4 REDUCERRtC3
m Pk L FOR 8" PIPE DETAIL
LLj a SEE S-237
_ 20' UTILITY, INGRESS & EGRESS
EASEMENT
65.5
430.4J N8973'51" w
SEE PF OFIL E ON SHEE z
15' ACCESS ESM'T
2'
12' MIN
\� 6 MiN COMPAC c0
DEPTH CRUSHED (�
SURFACING BASE COURSE
ALL WEA THER
ACCESS SURFACING
6' CYC
FENCE
TOP OF
RETAINING WALL
6" MIN.
RECOMMENDED
FOR APPROVAL
i
BY 1�m�Z�DATE 41, sc
BY DATE
BY DATE
BY DATE .23
B -)ATE jSjEjWjEjP
SCANNED OCT 2 7 2®06