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/ UTILITY
GAS GAGE &
GAS BLOWOUT
FUEL LID -
GAS VAULT
WATER MANHOLE
R
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
100
' 30—
FV A .PJ,
EXISTING
BUILD14 41
/
EX. CB—L, TYPE 1
RIM=30.55
IE=29.60 (8" NW)
WATER VALVE
�, GRADING AND DRAINAGE PLAN
r%1 1 1 IV/%IIVIP% I"
LEASE LINE
BOSAIR, LLC
NE1/4, OF THE NE1/4 OF SEC. 18,
TWP 23 N., RGE 5 EAST, W. M.
CITY OF RENTON KING COUNTY WASHINGTON
RECORD DRAWING
CB —I
RIM-27 89
1 26.58 (6" SE)
IE'.46 (8" NW)
40
X X
Y \
\ 9
\ i
FND 44 CONIC MON
WITH 1-3/4" BRASS
DISC W/PNCH
SURVEYED:BCE
DESIGN ZTW
3
RECORD DRAWING
ZTW
9/27/21
2
REVISED SEWER/STORM AT SE CORNER OF BUILDING
ZTW
8/18/21
°�"""` ZTW
1
REVISED UTILITIES AT SE CORNER OF BUILDING
ZTW
5/24/21
CHECKED:
ZTW
NO.
REVISION
BY
DATE
APPR
APPROVED:
DKB
v v�
LI
/ � I
CB—G 1 11
RIM=31.03'
IE=27.35 (8" NE)
IE=27.60 (8" SW)
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LIMITS OF 100 YEAR FLOOD PLAIN
(CONTAINED WITHIN THE EX. LEVEE)
0 10' 20' 40'
SCALE: 1 "=20'
SSMH—A
RIM=29.72
IE=17.57 (24" SE)
IE=17.67 (24" NW)
CB—E
RIM=29.72
IE=28.22 (6" SE)
SDMH—B
\ RIM=29.78
IE=24.43 (12" SW)
\ IE=23.18 (24" SE)
92
iyType 7, 8"
5
M=31.NEW ASPHALT PAVEMENT. PATCH IN STREET
) TO RESTORED PER C.O.R. STD. PLAN 110.
IE= 56.60 \�150 (12' NE) REPLACE ANY DISTURBED STRIPING IN KIND.
\ PuWER \5r \ �A"\\ \ \ \ \ \\
F 12" DI SD ® VAULT\ \ SO\\ \\ \ \ \ \\
�f \ ! \ \ \
1 \ A 'XFRMR� 6,+ CB—D
E 1
31.72 A
�.86(12'S
ALE
W/ GUY WIRE R-416503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
I PAVEMENT (TYP.) \ I I I I( X
CB—F 2
RIM=31.41' G
IE=27.53 (8" SW)
IGN
IE=27.37 (12" SE) LIP
IE=27.35 (12" NE) I /
VERTICAL: NAVD 1988 CITY OF
HORIZONTAL- NAD 1983/1991
1DR] RENTON
DATUM
Planning/Building/Public Works Dept.
GRADING AND DRAINAGE PLAN ��9/27/21
F 0 R FIELDBOOK:
B 0 S A I R, L L C DRAWING NO:
289 E PERIMETER ROAD
RENTON, WA 98057 SHEET: C3 OF: 7
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