HomeMy WebLinkAboutS-283901F_
SANITARY SEWER AND WATERMAIN EXTENSION PLAN
INSTALL.
STA_ 14
+5500
1-12, (ALL
-Mi)
-12 ADAPTER cr)
GATE VALVE (F%)
WTALL:
V;C15' D.f, EXTENSION
0- ASSEMBLY STA_ 2" '1x1 +` 5 T5 E-00 CONTRACTOR TO FIELD VERIFY uj
6 FL) VERTICAL AND HORIZONTAL LOCATION >
(n.W,
1-6 VEJ
CL Z 1'=40' SZE I WDLT.L BE OF EXISTING WATERMAIN PRIOR TO ANY
N
CONC, BLOCKING 10 LF Cr Dl DgEfaffi CONSTRUCTION. PRIOR TO CONTRACTOR
NrQl' I . BLY MAKING CONNECTION, COORDINATE WITH
S89'07'06"E
,4 �I'NSP
IECT FOR FITTINGS
SEE -'ErA!L SHEIET C7_ "Ip! EMB
a: 'kREQUIRED.
w z INK cD
colw_ BLOMNG 'E
0 'o EX. 15' WIC rn c')
Z WATERMAIN EASEMENT S87*30'52E
< '4
EX
_j
I 1 1 1 � I I i I : 1 77c-�,
=F= - --- 11 1 1 1 1 ! i 1 1 ! i ___l ------------ ui
(L IT'co - F 111, - ------
99 LF 12 1 1 1 0
9 -- --- NN
D.I. W
z 13+OCF
Z------- --- -----
0 300 12 �Dl W_ 155 IP m
INSTALU w W Z
cr
Z STA. 15+53.00
w
1 12 TEE (MJI,FL) fl/ cc
- INSTALL-
:g: z 1-12� PLUG (MJ) NEW 15' WIDE STA_ 10+69-00
WATERMAIN EASEMENT 2' DOMESTIC M 0
CONC. BLOCKING
W FZ 0 It- .1
> AND SERVICE LINE _j z 0
ML C17M -HpAto h
W z 0
w F-
EX- SSr!O
=.
cc RIM251 < z
E=14.12 IE=14.76
0
cri
EX. SSMH
RIM 24.03
I gjI jE= 53 E))
c; NEW SSMH #3 3:4
_13 , �(i
ao E
STA. 65+10.00 46 LF 6, PVC IE=13.40 8" S)
RIM=25.8 SDR-35 SS ®20R
IE=15.13 �6: IN)
IE=15.03 8 OUT) NEW SSCO #4 III Q
RIM--25.9
117=15.04
�Tl NEW SSCO 42 f
RIM=26.0 EX. FH EXISTING
cf)
C)
IE=15�55 BUILDING A
FF 26.0
<
21 LF 6" PVC z
SDR-35 SS ®2.0%
0
NEW 15' WIDE SANITARY cr)
E SEWER EASEMENT (j) z
W co
-,E
f:J!O 9 Z W cf)
L_ EX. SSCO <
INSTALU RIM=25.1
IE=13.67 T
STA. 18+58.00
Ro
1- 12"x6" TEE (MJxFL) w
CATE VALVE (FLxMJ)
11 LF 6* D.I. EXTENSION -1 0
------------- - ----- <
1 -FIRE HYDRANT ASSEMBLY 7'
z
PER CITY OF RENTON STDS. ;�
SEE DETAIL SHEET C7. c(n w
cr
CONIC. BLOCKING
�i !I IL
26 LF; 12° D.I. W
_TACLF-
INSTAV.D INS Pol
EX. FIRE HYDRANT <
STk 18+71.00 STA. 18+84.00 (TO BE REMOVED) 0
1-12� GATE VALVE (MJ) 2"x10" TEE (MJxFL) EX CAP
fl I-
FDC 0" GATE VALVE (FLxMJ) _MA6ft 1-b
CONC. BLOCKING BUILDING C Girt 5vists
0 FF 26.0 EX. SSMH
p
TO DDCVA INSIDE BUILDING RIM -22.43 --------------
1 21 LF 10- D.I. FIREUNE SINK DRAIN ]E =71.83 �.l ABANDONED WATER LINE
'N�
15• RIM=25.4 1.73
IE=22.4 W III EX FM _j
9 LF 6" PVC SDR-35
SS 0 2.0% MIN.
If
i W R! -0 - o
Of
2 Ilk,
0o a
SEE SFIIEE7 CS FOR
X m
z 8
WATER PRORLE j�
cl
fL ro C-i C\j z
0- +
< _.T CD CN 00 R
SEE SHEET CIO FOR
Z_
r i i- 1- F'_ 00 CN r-
SEWER PROfILE cn CO 00
Li
EX. SSCO
C'4 Z
RIM=25.1
NEW 15' WIDE IE=12.58
o
WATERMAIN EASEMENT EE p 13 NEW SSMH #2 EXISTING _>
m STA. 61+10.00 p- BUILDING B NLL�j
RIM=25.0
IE-13.03 (8" & 6" IN) p law III FF 26.0
IE= 2.93 (8" OUT)
ii 0
NEW SSCO 41 pI RIM=26.0 I EX. FH
'D L T'a""; A t�,_ WA
IE=13.45 os
z
+
21 LF 6' PVC
SDR-35 SS @ 0.....................e
. . . . . . . . . ... . pII
........................ . . . . .. .... . . .. .... . . . - - - - - - - - - - - --- - - - - - - -
MATCHLINE SEE SHEET C5
DATUM: SPECIAL NOTE: NOTES: RECOMENDED CITY OF RENTON
FOR APPROVAL ED-E=-f-AR-17MEEF-4-17 OF PUBLIC WORKS
ELEVATION DATUM IS N.G.V.D. 29 AS ESTABLISHED SANITARY SEWER INSTALLATION MAY REQUIRE FOUNDATION MATERIAL 1) THE BACKFLOW PREVENTION DEVICE FOR THE BY O
FROM BENCH MARK NUMBER DESCRIBED IN FOR STRUCTURAL SUPPORT, ADDITIONAL BEDDING OR CHANGE OF FIRE FLOW LINE NEEDS TO BE LOCATED IN THE
I A "NGS" PIPE MATERIAL DEPENDING ON E(ISTING SOILS CONDITIONS. SOILS SPRINKLER ROOM OUTSIDE OF THE BUILDING. ?CIL VSMi- Ori SANITARY SEWER AND WATERMAIN
o THE PERCE COUNTY BENCH MARK BOOK AS BY A/ _9=/Ar�
BRASSIE SET VERTICALLY IN EAST WALL AT S.E. CORNER ENGINEER MAY BE PRESENT AT TIME OF INSTALLATION TO EVALUATE INSTALLATION OF NEW WATE
FORMER SUMNER POST OFFICE, 1.5 FEET ABOVE CONCRETE SOIL CONDITIONS AND DETERMINE THE NEED FOR FOUNDATION 2) REQUIRE INSTALLATION OF P RMAINS SHALL OLYEFNYUENE WRAP. BY EXTENSION PLAN
WALK, N.W. QUAD OF INTERSECTION AT KINCADE AND MAPLE. MATERIAL AND ADDITIONAL BEDDING.
i..VtAl. 111 1
E LEVATION 70.18
3) WHAREHOUSING AND MANUFACTURING FACILITIES DESIGNED JGH
WITH A FIRE SPRINKLER SYSTEM MUST INSTALL DATE 2/14/00. FILE NO,
FLOOR DRAINS THAT ARE TIGHTLINED TO THE DRAWN MF
91 7 - 2 rr ? 9 SANITARY SEWER SYSTEM.
6 1 REVISED PER CITY REVIEW JGH DKB 3/30/00 1 CHECKED JGH SCALE 1"=40' FIELD BOOK PAGE
w ne - .2 7 _2 S"99
NO. REVISION BY APPR. DATE APPROVED HrIC4
ROLL # 167
F R 3 00m,,,
Lo
O
z
m
OD
m
SCANNED OCT 4 2000
c!
o
ro
> 00
m