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NORPMEST VA M 8, TOWN5�P RNGE 5 EASE, WM
-1163. r , i 101 LF
o� RaocATE D( CONTRACTOR To /
~�% I'I"' / 7 / % COORDINATE w� t�J1trN KEYES
AT P.S.E AT ,1.395.6861 /
COR SSMH # 9072 .� 7 101 / /
E= 313.17 �`5'� �j /� A811NDON EX 8' MID EX � /
CTR CHANNEL 7 IN DI SSi1H IN WNTRACTOR I
T NE1M /i � � / / l
(� VERIFY) STEeL CASING TO C00049C w/ RENTON CITY
OVER LINE 1 ,
.3 / ISP
RIM . SEE ECT(WPRIOR TO /
E =314.2 AT IE= 8' ) E SHEET ARY SEWER /
MID (�lAN *l IE `f) W /
TORT FIELD t
PRIOR TaI�IBVDEDCC►NS TION. 7-
/
UC SEQU E. f / / / - '4°h A1e /
/ / y
Q` 141 N
% ,'m 7274
Rb= 317.93 / co
/ E= 314.74 Ir co
E= 314.86 Ir
' / 4•p / i E= 320.52 8" / / O
NEW WY
RESOUKI� CENTER
TOP OF S ELEV= 329.00 i a 7265
.34'
Oki
r
R =398/ 7' I 'p I / PIPE X'ING l * `
L= 119.81'
IE= 325.98 6 SD /
••p / TOP OF 6" SS UNE7 32 .
6" S P.O.C. ,
a / SEEECH L PLANS
/f
WCONllNuA-noN
r / 4op IE= 323.83
8900 r
( 4 I /
r 141m / + RIM= 328:25x- 328.71 I a
IE= 323.92 6' (OUT) N /
ch 40P
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l \ 33A
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JO 1411 8 7AO w
N z 101N
SIGN
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\ \ TR
'pp�� CA 14b \ 12b lob
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PROTECT EX
CONSTRUCT NEW S%m
8' SIDE SEWER
ONER EX SAN 3�
TO REMNN
RIM= 3-20. �5
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E= 315 -86 8' (IN) N, NE, S IE =316.0
T
E= 31 §.�6 8- (OUT) W MID
�
CONTRACTOR TO FIELD VERIFY
0
'E' PRIOR TO CONSTRUCTION.
Q
SEE RECOMMENDED SEINER
LLI
CONSTRUCTION SEOUENC�
J
IE= 325.0 6' SD /
TOP OF 6' SS UNE= 319.02 /
SM #3 -W I
CONSTRUCT NEW SSMH
OVER EX SANITARY SEWER
RIM = 328-75 328.93
E= 321.9+ - EX 8' (IN) E IE =320.8 AT
E= 321-9f- 6' OT)N S MID CHANNEL
E= 320: 8'
CONTRACTOR TO FIELD VERIFY
'IE" PRIOR TO CONSTRUCTION.
SEE RECOMMENDED SEWER
INSTRUCTION SEQUENCE.
PROTECT EX UTIM
11NNNEL (TO REwm
SSW
RIM= 332.23
E= (PER of I1EC=)
� NOTES SANITARY SEWER LOCATlED
wR�"�" i' ON SITE IS A PRlVATE SYSTEM
UNTIL NEW E �
IS ON LINE �
BLUNG 7
� BRICK BUILDING
� FF ELEV= 330.62 (S.W. ENTRPJiCE)
� FF ELEV= 333bG (S.E. ENTRANCE]
rA
RECORD DRAWING
O
THIS RECORD DRAWING CORRECTLY REPESENTS AN ;,* 4L. o ,
AS -BUILT �IIRvEY Of THE UTILITIES SHOWN �'
HEREON_ .Y .
4
fir �alm
w1
19_ MAY 2W4
ORIGINAL DESIGN BY: COUGHLIN
PORTER
LUNDEEN
217 PINE STREET - SUITE 300
SEATTLE, WA 98101
_ P: 206/343 -0460
i F. 206/343 -5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
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SEE SHEET C1.0 FOR SANITARY'
SEWER CONSTRUCTION SEOLE ICE.
SOW 7W4
1 �
MM= 330.35
E= 326.36
e' �= 3316.97 8
S
-33. 6' E) / r
�\ SCALE 1 = 20
FP
so
0 CONC 9DERWX -
ms _
It SOMH 7340 SSMH 73M � �• 8"SS
'SS
RN= 331.13 mm= 331.69 -
E= 325.78 8' E= 322.20 8• (NMI, q
120SD -
C8 7339 12'SD gpl 120SD -
ms-- 328.877 8' { N ) \
E >
,v l , CB 133r . -
INSTALL STORTZ _ - Rii= 331.60 CO 7333 / ,r
-� - - r ' E= 329.68 8' {N) RM1� 331.78
ADAPTER ON EX - E= 336.98- 8'
12'PJ FM FIRE HYDRANT
i
wv 90L
10'wCB 7292 333
wv / r�
E= 325.93 18' (N)
loty
I j 60L WL
-
/ \41Y _ 12b 1 12b 14b 14-0 14b
` G \ T T T 1 12 T 4'W SS _ _ 12b
N=509,25716362 cA► _ ,? -- ---- -T T t
1,635,9 4.9840 1 _ '
C8 7525 RM1= 331.11 FOMH 335
MM-- 326.25 E= 324.60 12'
``'
E= 324.81 ( � _ .. . _
E= 323.00 6' (w /S) � / 8'
SS 7331
1 ' SD SD
/ T 1 T \ ..
( 1 T TMH
1 �
\ 1 FBW FBW
5D SD W= .09
_t E= 328.15
T T
SSMH EN 29 T T
STA 21 +14 5' It N89'13'02'# W.93,
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SSW EM 30
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