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60" SADDLE W/ 24" OUTLET (FL)
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TEMP RELOCATE EX 6"SS AS
REQ'D FOR OUTLET STRUCTURE +
CONSTRUCTION
AFTER OUTLET STRUCT
COMPLETION CONN 6" SS
TO NEW SS MH
BNSF RNV EX 1 SS
SS STA 0+00 -
EX SSMH 7
N 197983.00 SS STA 0+83.5
E 1303359.60 NEW SSMH 6A -
W/ DROP CONNECTION ^L,
ofr 7 1 1
EX 12"SS (PVC) 158.7' ® -0.41 %
0+0p 0+50
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EXPIRES:
1231 FRYAR AVENUE
SUMNER, WASHINGTON 98390
T.253.863.5128 F. 253.863.0946
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TAX LOT
2924059015
- CHAIN LINK CONST FEI
STRUCTURE EXCAVATION LIMITS
SEE DWG DT1 x
REMOVE SECT OF EX 36"SD
AS REQ'D FOR CONNECTION
RESTORE WHEN OUTLET x
STRUCTURE COMPLETE
'24"- 22Y' BND
x
x INSTALL 36" PLUG W/ 24" FLOW THRU
CONN TO 24" PIPE
EX 36 SD EX SDMH
24"- 22Y' BND Y x x--_.-x—x _ 0,
x------_x_____—_
iEMOVE/ABANDON 78'- 12"SS x-----x--_____x-__X
REMOVE 68- 12_ SS --"'x —x
S
0
r-1 EX 24"SD _ ,
EX 12"W (DI)
FOR WATER MAIN SS STA 1 +61
SS STA 2+28
EX SSMH 6
CONNECT TO EX MH
N 198178.95
E 1303476.60
CONNECT TO EX 12 SS a3 ^n
N 19ILk, I I 0 &- PLAN MODIFICATION SEE DWG C4 REMOVE EX SSMH 6A TEMP ECOLOGY ,BLOCKS � j
E 1303403.02 ,/; N 198120.20 PROTECT EX 12 W a .3
By, --_ _ Date( --------
By, ----------------- Dote! --------
BVI Dote:-_____--
By'---------------- Date -
A
C3
*4 SCALE IN FEET E 1303443.16 SEE DWG C6 a m
40
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(nZ�(nm(Dr-r-LL 07Cf)r-) C/) 07 cnU)cl:�
(SEAHAWK SITE GRADING PLAN) T�
4" THK ETHAFOAM PAD i S=o.23%
OVER 4- 36 SD _ 145 - 12 SS ; PVC
R
36"SD IE=18.09
36"SD IE= i 8.39
REMOVE/ ABANDON 78'- 12"SS (PVC)
36"SD IE=18.39
1+00 1+50
SECTION rA1
HORIZ: 1 "=10' C3
VERT: 1 "=5'
t�
20
10
2+00 2+50
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 B075.
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 SECTIONS A AND B
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
SECTIONS C AND D
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 OUT!_ET STRUCTURE COMPLETE,
REMOVE TEMP 24"SD
5. RESTORE 36"SD
6. INSTALL 24"BF ON 24" OUTLET
S=337501
SW 29-24-0%1
A 4c
SURVEYED: SCALE: DATE:
_ HORIZONTAL- NAVD 1988 RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08
r HORIZONTAL NAD 1983/1991 �� CITY 0� DESIGNED: � r— � Or O--D/"\T
FIELDBOOK:
R. HERMES RENT0N PAGE:
DRAWN: J.BETZVOG SANITARY SEWER IMPROVEMENTS (SS)DRAWING N0:
ONE INCH I-11.,,-�i
CHECKED: m AT FULL SCALE ',,j _______ k Planning/Building/Public Works Dept. TEMP SD DIVERSION C3
IF NOT ONE INCH
N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: SS STA 0'�00 TO STA 2+28 OF:
9 20
-33-7 0-