HomeMy WebLinkAboutWWP2701429.3SCALE.- /" = 20'
STA. 3#23
SSMH*5
RIM • 283.00'+
IE EL + 270.00. 8" /N
STA. 2#00
4i SS MH • 4
RIM = 280.80
/E EL . 270.12- 8" /N
/E EL a 270.02' - 8" O
�20LF-"
.d✓C
/E EL x 270,64 - 8" OUTj'
II -�
\ "I
SHADED AREA = UTIL I T A1' CCESS ROAD
l3' UTIL /T/ES
a' EASEMENT
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/5' UTILITIES cb
EASEMENT t�
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5' �
5' 5'
ItJS��a,T
g SEE SHEET C- OF 8
EX ST
ti
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N
�
i
i
'
GRAVE
ROAD
i
i
UT/I %TY
*POLE 5
v
i,V
\ EX EP /� [+
�ST _ Cf'i/V U AVE.
MH E.
E
M I EX. SS MH
RIM = 275.46'
\ /EEL =264.//- 8"N,S,W,E,
QCB
O.o0.00
RIM 275.45t
/E EL = 264.18 - 8"
NOTE
CONVEAMP S AZL Vrffl-F-Y EXIS
IE ELEV, BEFORE COMMENCING
CONSTRUCTION.
ROAD RiPAIR PER
CITY 0,
RENTON STANDARDS
I
1-PP SOIL TO BE GRASS SEEDED
CRUSt,EO ROCK
/ /—COMPACTED NA TI VE MA TER/AL
/3' UT/L/TY ACCESS SECT/ON
285
L . STA: I0-ar.04=
55MHr6
.
/E EL 27/.65 .8" /N
265 IE EL 270,55' - 8" OUT 57A.
SS A#-/ a 5
RIM & 283.00't
IE EL . 270.70 . 8" IN
/E EL : 270.640 - 8" OUT
�9�EF 8.. PVC P/PE
s
REVISIONS
NO DESCRIPTION BY
ox *
Eo00 *.
JOB NO.
DESIGNED
569-002-88I
M.T.
DRAWN
D. T.
COMP.
CHECKED M. T.
DATE DULY 5, ,' 989
CT OF 8 SHEETS
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