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250
FOUND NAIL IN CONIC DOWN
0.65' IN MONUMENT IN CASE
N:175877.4754
E:1301970.4435
629 CEDAR AVE
S
PARCEL:
780416-0000
\
26"CON
14"CON WOOD
DECK
MAILBOX
12'"W(P
623 CEDAR AVE S 1>
PARCEL: m
722140-0247
EAVE
(2) 12" (1)14"
(1)16" CED
4CORN
DRIVE GRASS
SCARE
�EDAR AVF
J. 6 CW ",EC ;
r:.
40-�
SEWER C.O. LSCAPE
N 175955.3
D o E 1301984.7
r O 630 CEDAR AVE S
0
cLF � PARCEL:
722140-0230
m m m m
m Oil a �m O
I u W
D <
rl Ncn cn w�
621 CEDAR AVE S
PARCEL:
722140-0249
��x
-7-
GRAss
t
617 CEDAR AVE S
PARCEL:
722140-0250
n
EAVE
+ nRWF:
Ll 0°VCP(R)�>
�O 6"W(P)
EV
WOOD
DECK
611 CEDAR AVE S
PARCEL:
722140-0245
- "� ESCAPE
0 12-W(P) '
MH #5
CTV P
CTV P
N
0
_... ...
r..
ITS �� '., 6'Clh{
'. `. .ENd P
CRW
-- ---' -`
_- L
LSCAPE
GARAGE/
GRASS
LSCAPE
TOP DECK
-240__
LSCAPE
235
30 DEC
SEWER C.O.
N 176020.0
608 CEDAR AVE S
ABAN
/
E 1301986.9
PARCEL:
611 CEDAR AVE S
OVERGROWN
722140-0235
PARCEL:
STAIR SET
U OZ
Z& SEWER NOTES.
TRANSFER ALL AC77VE SIDE SEWERS FROM THE EXIS77NG 6"
CLAY SEWER MAIN ON 7HE EAST SIDE OF CEDAR AVE S
TO 771E EXIS77NG 10" CLAY SEWER MAIN ON 7HE WEST
SIDE OF CEDAR AVE S.
* ALL SIDE SEWERS SHOWN IN 7HEIR AS -BUILT LOCATIONS
722140-0215
SSMH
RIM=225.76
E=223.06(8"DI E)
COC=222.46
(6-8"CONC N & S)
m
601 CEDAR AVE S
PARCEL: m
722140-0248
CRASS
CRW
#4
22 N01'30'15"E 424.95'
S
m
D
m
CB TYPE -�T
RIM=219.25
IE=216.55(8"CONC E)
IE=216.35(12"CONC W)
BOT=215.05
32,
0
U
CRW
12'W�P1,
2300 CR
10, DEC LSCAPE
SEWER C.O.
N 176280.9
600 CEDAR AVE S E 1301994.8
PARCEL: AVE
C0 722140-0210
0
EAVE
BENCHMARK "i
SOUTHWESTERLY BASE BOLT ON A
CONIC LIGHT POLE AT THE EASTERLY
SIDE OF S 6TH ST AND CEDAR AVE S
ELEVATION=223.32'
LJ
z
m
N
m
m
N
2
m
m
CRW..:.
,
42"CON
�
fv
O SSMH
RIM-221.48
COC=218.08
811CONC N & S)
72
...........................................................................................................................................................................................................................................................
REMOVE
MH #5
Ex SSCO :
N. 176191 176196.79
N 175924;.95
E 13019170 1301983.61
.... :.............. 240............
:
E 1301977.21
RIM....236.26......:.........:.........:.........:.........:.........:.........:.........:........REMOVE
EX.MH AND REPLACE.......
................................ :.........
:......... :..........
240...
10" COC - 231.81
WITH NEW 54" EXTRA SHALLOW MH
RIM = 225- 7-6 225.93 :
EX SSMH
N: 176196.70 ABANDON IN PLACE:
l 223.00 BUILT
EXISTING ROAD ABOVE
E: 1301984 79 :
EX SSMH
230...
SEWER
-. _ �.
.....I .+. MATCH. EX... 223.16
RIM = 225.76 ........................
N 176304.65
230... 0
PLUG
= 2
E 1301987.58
_
Ex s" CLAY SEWER
IE 8" E = 223.06
RIM := 221.48
C
z
6„ COC = 218.08
m
..................220..
..
MH423
EX10"CLAY.SEWER...:
. ..........:...
m.
N 175886.33
E 1301966.65
Ex ssco
MH #4
_
rare s�E it ry w si i iE
_ _._ __ ........
w i� �rry n r+r
N 176194.96
MH NOT REPLACED AS -PART OF -THIS PROJECT E 1301974.47
N 96 97 176197.71
m
N RE L .__
- .E
RIM 225 79
E 1301973 78
................... 210...........
..........................................................................................................................
RIM = 2,38.05
10 = 220.93.. ....
COCVI
REMOVE EX CO AND REPLACE
......
2 10 ..
N
IE 10" N = 223.95
WITH NEW 54" SHALLOW MH
IE 10" S = 224.08
RIM = 225+ 225.47
IE 10" E = 224.20
INSTALL 6 9.9 LF OF 8" PVC @ B-3P* 22.83%
10" N = 228 &+ .
200 ..............................................................................................
BETWEEN MH #4 AND MH #5
S _ } ...................................zoo...
lE 8" E = 221.86 220.74
• ONE-CALLEXISTING RE SHOWN
REFERENCE UTILITIES AONLY. CONTRACTOROR
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
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
sC".E ACCORDINGLY
VERTICAL D 73% HORIZONTAL W981997
DATUM
�d CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON HILL UTILITY REPLACEMENT APR 2017
FlElDB00K:
RAC:
SANITARY SEWER DRAWING N0:
S-3
CEDAR AVE S SHEET.. OF.
54 89
ISI-10131812141