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CDC=354.50
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MH #13
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EN
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�BCHMARUK "B" � r � ° 7
NORTHERLY TOP BOLT 0 FIRE SEWERC.O.
,12"DEC,' HYDRANT AT THE SOUTHEAST CORNER SSCO N 1758701 EN
/ OF S 7TH ST AND HIGH AVE S RIM=366.86 E 1303106.2 2"DEC
ELE(Vv/A�/T10N=365.771T%� �77 IE 6" W = 360.36
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to [/ a w �j 1513 S 7TH ST
PARCEL:
T a rn 329470-0470
lee
I
SEWER NOTES.
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS ARE SHOWN IN THEIR AS —BUILT LOCATIONS.
CO
Q
\OQ
SSMH
RIM=368.97
COC-35 . 7
(8"C N &
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32"CED �...
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PARCEL:
000720-0182
A/
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TS
\ 4" C EM CO ESCAPE 0
L� O V _
Cd O —
"ST P" 5'CW
G(P) ECd(P cR
d(P) \ O cCcC
FOUND 1-1/2" BRASS DISK
Q WITH SCRIBED "X" DOWN 0.60'
° IN MONUMENT IN CASE
2 `J N:175877.1700
\W \ 'OSQ E:1303337.4700
8'53"E 58. — — N89'5 67.21'
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................................................................................................................
...370..........
EXISTING ROAD ABOVE SEWER
I
...................................................
b PROPOSED.3...
.....................
.......................................
........
6p .........
c/)
~
12" STORM
425 128.5 LF OF 8"
PVC @ +&* 1.72%
w
REMOVE EX. 6" CLAY SEWER AND REPLACE
v=i
WlTI1. i LF OF.8" PVC @ . 0* 0"9%
.1171. .................................
....................................................350
LLI
IEX CO
w
N 175884.08
MH #13
E :1303117.22
z
N f 75884-.2T
175884.26
RI'm = 366.86'
IE 6" W = 360.36
EX BRICK :SSMH
...... ......... ......... ......... ......E. ,.900
1303072"47 ......REMOVE
EX GO ....
..E i3o �ss 7.......:.........:
340 ......:... .
NEW 54"MH
RIM = 368.97
RIM = 365 7t
: 366.05
IE 8" NE - 358.17
355.73'.
lE,W
5,51EBW=3567-3
...................... ..................JE8E - 358$3
.
355.84.......
... ..............
..... ....
. 330 . ..... ....
...............................................................................................................................320..........
RE SHOWN
LIT
• ONE—CALLEXISTING IES REFERENCE (ONLY. ACONTRAC OR OR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
� Call before you dig. J
MERICAN SURVEYING & ENVIRONMENTAL,
ONDUCTED AN AS -BUILT SURVEY OF ALL
EWLY CONSTRUCTED SANITARY SEWER
YSTEM TO PREPARE THESE FINAL RECORD
RAWINGS. THE RECORD DRAWINGS REFLECT
HE AS -CONSTRUCTED CONDITIONS BASED
N FIELD SURVEY DATA AND SHOULD BE
ELD VERIFIED FOR ANY FUTURE USE. ALL
ANITARY SEWER SYSTEM STRUCTURES
IERE FIELD SURVEYED IN THEIR AS -BUILT
CATIONS AND ACCURATELY REFLECTED
EREON.
NO.
REVISION
suRVEYEO:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR APPROVED:
DMC
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERMAL D 73% HORIZONTAL W981997
DATUM
�d CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON HILL UTILITY REPLACEMENT APR 2017
FIDDR00K:
RAC:
SANITARY SEWER DRAWING N0:
S-8
S 7TH ST SHEET: OF
59 89
ISI-10131812F4T