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630 CEDAR AVE S N a N
PARCEL: REMOVE EX. 6" CLAYAND REPLACE
722140-0230 / I "TOP/NO PARKING/
WITH 31 LF OF 8" PVC. T AEEIC FROM RI HT
cB TYPE (SEE NOTE2 ON THIS SHEET) '/�1� I o Es NoELSTOP"
RIM=268.85
IE=267.15(6"CONC E) SSMH I ONCOMING
TRAFFIC"
IE=266.95(6"GONG W) RIM=270.95 CB TYPE
COC-266.45 RIM-3=74
(6"CONC N) IE-300.54(6"CONC W)
EAVE (8"CONC S) IE=300.54(8"PVC E)
(10"CONC W) BOT-300.04
(10"CONC E) a
ERw CRW CLE I CO #2 ASPH 20� cRAOE" s E
N 17591ZO
o OHP uP ASPH E 1302149.2 OHP off OHP OHP H s
,q OD �8"PSD(R) 00 o
N 00
N N 6"W(P), N M
A� G GAS + 89'59 26"W 339.88
ASPH 8 PS R -
/ C®NC'„
'DRIVE
sCON C,- CRW D "I�TERSECTI ON
10"CON :o . SEWER C.O. 9HE612' -
g :. CB TYPE I % N 175876.2
RIM=268.35 E 1302174.4
IE-266.45(8"CONC E)
IE-265.85(8"CONCW)
BOT=264.45�i:�///�/
1221 S 7TH ST
1209 S 7TH ST PARCEL:
PARCEL: 329470-0075
329470-0005
GONG A
DRIVE ,
SEWER C.O.
_ -
N 175874.3
E 1302206.4
CB
TYPE I
RIM-302.68
IE-300 68(8"CONC
E)
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LAMP HOLE
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�16"Co w �� STOP
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MH #8
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IE=300.38(8"CONC W) CO
BOT-299.38 I r�
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MATCHLINE: SEE SHEET S-5
* ALL SIDE SEWERS SHOWN IN THEIR AS -BUILT LOCATIONS.
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CB TYPE I
RIM=306.83
SALT E�30.5 2.3 6"PVC W)
OHP 0HP OHP
S 7TH STREET
CBI�TYPE
P RI M=307.40
IE=304.80(8"CONC W) o
4'CW N
STOP"
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PARCEL:
329470-0080
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CB TYPE RI
RIM=306.47
i
M?JC IE=305.47(4 GONG E)
IE=301.57(8"CONC S)
IE-301.47(8"CONC W)
BOT-301.27
N
W N
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GAS ZW9
..................330..............................................................................................................................................
MH #7 (SEE DETAIL SHEET S-
.................. 320:................................................. :E f30z 4 1302288.75...:......
:NEW 60" MH WITH
INSIDE DROP
RIM = 301.7+ 303.33
...................310:................................................. :IE 10" W = 29236 .2926 00....:......
MH #6 /E 10" E _: 293. 6•F fBOTTOM) 292.27
CONNECT:EX 10" TO
IVEW MANHOLE
... WITH.INSIDE DROP: .
MH #8
N 175847-.78 175847.75 '
E 30gin . 1302320.89.
NEW:54"MH
RIM = 386:5+ 306.81
lE 8" NW = 29324 293.19
... 1E.8" S =. 293.34 293.58 .: .
N 475885.-39 175885.59 /E 10" E = 296 7+ (TOP) 296.1.8 D
E"'���" lE 8" SE = 29278 292.26 LS
1302135.71 _REMOVE EX MH &:REPLACE ...............300.......... rWITHNFW54"SHALLOWMH DER PROPosE�osEWE 12" STORM t)fTlRIM= 279:9+ 271.08 N
lE 10" W = 266:56 : 266.08 RO P° m
2so:......... .lE 10"6= 26778 266.58...:........ �\s��N .....:� .... . ..... 4&:L.F.OFB".PVC.@ .......:.........:.........: .
lE 8" S =: 266-84 266.19 `S �tr 5 50.2 1.8%
m
lE 8" N 26684 266.36 10 o�P� Ev�ER ,16.6e/'o cn
.................. 280:......... I
..... ...........
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REM�
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..................260..............................................................................................................................................
• ONE-CALLEXISTING RE SHOWN
REFERENCE UTILITIES AONLY. CONTRAC 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
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
NO.
REVISION
suRVEYEO:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR APPROVED:
DMC
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
sC".E ACCORDINGLY
HORIZONTALVERncAL
D 791988 7
DATUM
SEWER NOTES'
1. RECONNECT ALL ACTIVE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
2. REPLACE EXISTING 6" CLAY SEWER MAIN WITH 8" PVC. THE NEW 8" PIPE
SHALL MATCH THE EXIS77NG GRADE OF THE 6" CLAY PIPE. CONNECT
774E NEW 8" PVC PIPE TO EXIS77NG 6" CLAY PIPE USING AN ECCEN7RIC
REDUCER AND "FERNCO S7RONG-BACK" COUPLING. 774E NEW 8" PVC
SEWER INVERT AND EXIS77NG 6" CLAY PIPE INVERTS SHALL MATCH. 774E
7RANS177ON OF 774E NEW 8" PIPE TO 774E EXIS77NG 6' SHALL BE
UPS7REAM OF C.O. 12.
�d CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON HILL UTILITY REPLACEMENT APR 2017
MODBOOK:
SANITARY SEWER PAGE:
DRAWING NO:
S-4
S 7TH ST I SHEET: OF
55 89
ISI-10131812F4T