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O 6
ENGINES RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
1 03/15/23 JGG RECORD DRAWINGS
NO. DATE BY REVISION
I\IIVI JL. / I I
IE 26.5 N-S ® CL 8" C I I �•
CULV 10273 f f
IE 29.9," PVC I I
18
II
�I a
�I
I TUN. NLY
T1
. ?.
m
CB 10259iN'9,32 500071) f I f II 4" I I
RIM 34.15
IE 28.0 E, IM 36 I PPI
IE 27.8 S, N, 12 f
IE 27.8 SW, F2 CW12" PV C ,
IE 27.7 IN 8" PVC y
CULV 10734
IE 31.1, 8" PVC 9DT4" I I I ••
I
l
900.WEST I ••
T4 I ..
CB 13614 (141051)
RIM 33.73
IE 26.8 IN 12" PVC I
IE 26.7 SW, 12" PVC • DT2"
O
SSMH 13637 (MH2183)
RIM 32.18
IE 25.5 N,W-E ® CL 12" C
CB 10233 (500010)
IL LZl. / rr, o nun
IE29.7E,8"IRO G
- SD ---�
6,900
ss
•SW SUNSET BLVD
_ CB 14080 500183)
RI 0.60
PP
i
i
GP
RIM=28.28
IE 15' C E=25.43
BOTTOM=25.3 TOP MUCK
� 6
GP
BUILDING EAVES��/
\ POWER - I ET\
°.\ a AC U
\ SON(
GP
C900 / PROPOSED LOCATION OF \ — —
SS� ,PIPE TO BE ROUTED THRU
EXISTING CULVERT
\ �F
I 27.7 NW, 12" IRON _-/TMI---- 1I2,,W DI- IE26.6N_121'�EWAL- W - J��'W DI - - - -- 1I2
oe
24" C900 SS • • ."
— •� • • •\ • CB 10403 (500068) I o 11 O
RIM 30.84 0 \
IE 27.2 NW1 12 "IRONINV� S 3RD ST
II I
1 EXIST CULVERT SSMH
RIM=31.20
IE 12' CLAY NE=24.80
i
d d. PROPOSED MANHOLE
LOCATIONS & CULVERT
a� SUPPORT STRUCTURE
YIELD.TO.U.TURN y BELOW GRADE. \\
G
G
--__TRA�kN
4
�-- T-RASH
SDMH #14062 (500182
RIM 30.76'
\ 71 SDMH #13892 (500181)
41 I RIM 30.14'
STRUCTURAL SITE PLAN
1 SCALE: 1" = 20'
20 0 10 20 40
NOTICE
0 % 1
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
DESIGNEDMK nECORD
DRAWN DJEG nuu����uVGS
JGG SEE IMIDUE DIM
CHECKED COYEIR SMEE7
murraysm�rth
i
• RENTON DOWNTOWN
� UTILITY
'9 IMPROVEMENTS
PROJECT
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON CONSTRUCTION RECORDS AND AS -BUILT
INFORMATION PROVIDED BY OTHERS. CG ENGINEERING
HAS NOT VERIFIED THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION.
STRUCTURAL SITE PLAN
R-394946
SHEET
SD-51
46 of 121
L
PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: MARCH 2O23