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I I I LEX 12 "SS I(PVC) 158.7' 0
60" SADDLE W1 24" 0'
-TEMP RELOCATE EX
REQ'D FOR OUTLET STRUCTURE
CONSTRUCTION
AFTER OUTLET STRUCT
COMPLETION, CONN 6" SS
TO NEW SS MHO
CONNECT TO EX 1
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CHAIN LINK CONST FENCE
/ STRUCTURE EXCAVATION LIMIT
SEE D�,G DT1
REMOI SECT OF EX 36 "SD
AS R Q'D FOR CONNECTION
RESTORE WHEN OUTLET
_ STRJ URE COMPLETE
24 "- 2&2 BND 7
r--- - - - - --
PLAN
SCALE IN FEET
TAX LOT
2924059015
36" PLUG W/ 24" FLOW THRU _
24" PIPE
cv
L24"-- 22Y' BND I
REMOVE /ABANDON 78'- 12 "SS
�.. 14S'- 19 "cc
FOR WATER MAIN
MODIFICATION SEE DWG C4
REMOVE 68!- 12 "SS
N 198120.20
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EX 24 "SD
TEMP ECOLOGY BLOCKS
PROTECT EX 12"W
SEE DWG C6
M O N N [EX GND EST FINISHED GRADE ( N
(SEAHAWK SITE GRADINGI PLAN)
A �' 4" THK ETHAFOAM PAD - - S=0.23%
I/ OVER 4- 36 "SD I I —145'- 12 "SS (PVC) ® 6-9.22%
36"SD IE= 18.09 -j
36 "SD I IE =18.39
SECTION n
HORIZ: 1 " =10' C3
VERT: 1"=5'
- REMOVE/
IE =18.39
78'- 12 "SS
24 "SD
REMOVE 68'- 12 "SS (PV(
_ SU.P/EYEO: 6fllE
M14ENU0 FOR APPROVA! +roaiz0 `wn ie0°3%1991 ��
_... — 9 sroxEO •. CITY OF
By, ____ __ Date- R. HERMES LA
By'____ __ -_ Date +__ °__'__ °"""'+ RENTON
1231 FRYAR AVENUE __ J. BETZVOG
W SUMNER, WASHINGTON 98390 By,____ ____ _ Do, tB- ONE ixcx DATUMI
T. 253.883.5128 F. 253.063.0906 _ - - -- -- _ — CNECNEb. IF NOT ONE MCx
B _ ,I, AT+va w,2 Planning /Building /Public Works Dept.
WYM•.Pefeme4l%.COm y _ Date'_ ... ........ N.4E XCORWNGLY
NO. REVISION BY DATE APPR ""� ^�
C
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CONNECT TO EX MH
N 198178.95
E 1303476.60
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CONSTRUCTION NOTES:
1. NEW SANITARY SEWER MANHOLE SHALL
CONFORM TO CITY OF RENTON STD PLAN
B071.
2. OUTSIDE DROP CONNECTION SHALL
CONFORM TO CITY OF RENTON STANDARD
PLAN 8075.
GENERAL:
1. THE CONTRACTOR SHALL PROTECT ALL
PRIVATE AND PUBLIC UTILITIES FROM
DAMAGE WHEN TRENCHING ACROSS OR
BESIDE THESE UTILITIES.
2. PIPE TRENCH SHALL BE IN ACCORDANCE
WITH SECTIONSeANDe.
DT5 DT5
3. EXCAVATION ON SEAHAWK SITE (WEST OF
BNSF R /W) WILL ENCOUNTER EITHER A
SOIL CAP INDICATOR FABRIC OR A 30
MIL MEMBRANE CAP AS SHOWN ON
SECTIONSeANDe.
DT5 DT5
CONTRACTOR SHALL EXPOSE CAP
MATERIAL(S), AND CUT BEFORE
CONTINUING EXCAVATION FOR PIPELINES
OR STRUCTURES.
POSSIBLE CONST SEQUENCE
FOR TEMP SD DIVERSION:
1. INSTALL 60" SADDLE W/ 24" OUTLET
(FL)
2. INSTALL 24" PIPE (TEMP)
3. INSTALL 36" PLUG W/ 24" FLOW THRU
4. WHEN OUTLET STRUCTURE COMPLETE,
REMOVE TEMP 24 "SD
5. RESTORE 36 "SD
6. INSTALL 24 "BF ON 24" OUTLET
I
2 +50
S=337501
SW 29 -24 -05
As - 13v1L:r
DIM
RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08
f1E1DBWN:
SANITARY SEWER IMPROVEMENTS (SS) DR3mN6 M
TEMP SD DIVERSION C3
SS STA', 0 +00 TO STA 2 +28 OF,n