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SWIMMING POOL
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NEW CONCRETE WALKWAY
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A5PMA1.1"
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DRIVEWAY
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Q STA 6 +14.69 36.13' RT
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EXISTING WELL B ASS
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TOP EL. 43.3M1
I.E. PROPOSED 12 IN 35.61 Q
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6" DI PIPE Q
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6" DI TEE (MJ) Q Q 6° DI 90- BEND (MJ) 0
6" DI 45• BEND (MJ)
42' SEWER
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4- 1 '
CONNECT TO ROOF ":, i /EXISTING
8 DRAIN SYSTEM f
EXISTING 12" CONC.------
DISCHARGE TO RIVER
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6" DI PIPE Q BATH HOUSE
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6° DI PIPE Q <`
STA 6 +21.3 32.8' RT
TA 0 +46.4. 7.2' LT t i
PROPOSED WELL BYPASS/ STORM MH
TOP EL. 41.50
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PROPOSED WELL PROVIDE CLEANOUT ASSEMBLY C
I.E. I. 6" NORTH 36.00
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BUILDING \EXIST. EXISTING 2' DIA. I
TA +88.8, 0' RT
I.E. 12" NORTHEAST 35.62 Q
BOTTOM EL. 33.00
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S� MAPLE TREE, D
INSTALL SIDE SEWER TEE GRAS N� 0
A 1 T DISTURB+
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CORE DRILL EXIST. MH FOR
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STA 1 +29, 5.0' LT — -- - ----• —_ - - -_ __ ,
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PROPOSED 8" SEWER INSTALLATION
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INSTALL PER METRO STANDARDS
PROPOSED 12" WELL BYPASS
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PIP ING - SEE WATER SITE PLAN
�_ J7c� -- PROVIDE 204 LF 8" PVC Q
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—EXISTING SPRINKLER Q PROVIDE 18 LF 8" DI 1■ - - ■—
■ ■ ■ - - ■— EXISTING 12 WATER
VAULT r__r�_►__
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91 36'0" VALVE.. ■
2"
EXISTING GAS
CONNECT TO ROOF DRAIN SYSTEM
HOUSER WAY A
A EXISTING 42" SEWER
STA 6 +75 BASE CENTERLINE =
SANITARY AND STORM SEWER PLAN
STA 0 +00 SANITARY SEWER CENTERLINE
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24" ASSUME
GAS
DEPTH
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EXISTIN
12" WATER
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42" ASSUMED
COVERII
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Q PROM
DE 222 LF E
PVC PIPE
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STA 0+
.4, 7.2' LT
I.E. 33.07
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CLEANOUT
ASSEMBLY
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25
P
25
8" IN 31.
I.E.
8° DROP 29
62 Q
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1+00
2+00
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42" IN 26.
I.E.
42" OUT 2 .5
GENERAL
AS -BUILT
NOTES:
+ CONTRACTOR'S AS -BUILT INFORMATION
MAY BE INACCURATE
*+ AS -BUILT INFORMATION INCOMPLETE
SANITARY
SEWER PROFILE
REVISED To CONFORM
TO CONSTRUCTION RECORDS
7 !
CITY OF RENTON DEPARTMENT OF PUBLIC WORKS
=
RH2 E .INEERING P.S. ATE
WELL NOS. 1, Z 3 REHABILITATION
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1125.13
SANITARY AND STORM SEWER
• ..'SION
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E.'
7470 r sm�r
P.O. BOX OX 11 1180
PLAN AND PROFILE
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(zoe) 8v 6400
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AS -BUILT
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RHH 6/13/89
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N0.
REVISION
BY
REVIEW DATE
3WELL3 KJA I RHH I H 1 X20' JULY 26, 1989 1 20 5 w 40
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