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° C N: 185935.67 5
_ J E: 1300020.20
N: 185925.52
E: 1300005.02 1
N: 1859Z 28 1
E: 00000.17
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2 N: 185926.35
E: 1299982.34
GW185S
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E: 1300065.39
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24' DRIVE AISLE
4"
MATCHLINE, SEE SHEET C83
1 5
57
SEE MITIGATION HANGAR FOR CONTINUATION `0
N: 185796.48 YJ -Q________ _________
E: 1300125.25 ------------- � ��-------- ---- ------
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18 "VC 18 "VC
4„VC -44 . ,/
8C 4VC �
WINGTIP CLEARANCE �
GW191D 2
12" N: 185593.00
200' SHORELINE SETBACK \ E: 1300051.00
PER CITY OF RENTON
GW246S GW192S \
2 N: 185689.51 Q 2 N: 185592.00
E: 1299989.11 E: 1300046.00
\ dogs
GW190S 2
G 185619.53
E: 1300005.95
GW197S 2
N• 185832 82
E: 1299962.081 2"C I
C500-5B
\ \ GW245S 2
\ I N: 185789.33
G� E: 1299921.76
'S% \ GW195S
N: 185748.42 2
E: 1299902.75
� GW196D
\ N: 185747.20 2
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C500-5E
ROPERTY LINE
1
LAKE WASH NGTON
SUMMER
EL
15.18
(NGVD29)
WINTER o
EL
13.18
(NGVD29)
MHO
2 N: 185722.51
E: 1299850.19
BEGIN 3
6 N: 185713.30 =
E: 1299816.50
3 N. 185725.65
E: 1299813.25
`END
4 N: 185713.30 -' +
�O E:1299816.50D +
o
�00 C4U
sooC�joo
N• 185705 31
E: 1299868.17 \
WINGTIP CLEARANCE
11' \
5 \
N: 185702.27
E: 1299856.37
0 \
BEGIN 7
N: 185717.1 6
E: 1299831.02 +
END 6 _
N: 185717.16 -- _-_
E: 1299831.02
3
Ter-®®0
8 -10 estimated nose pol 0n
C500-513 ------ -- - �" -�
I
• ICD8
MATCHLINE, SEE SHEET C81
24' DRIVE AISLE
N: 185506.46
E: 1300200.75
M-11411-
12"
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N
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' �BND N: 185477.04 CID
S E: 1300087.60 g "p
N: 185474.37
2 Cl
12"CI /t E: 1300088.29
"
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N: 185471.39
N: 185477.14 \ 1300076.87
E: 1300075.35 ��
TOWPATH
WINGTIP CLEARANCE
W
W \
o \
d \
a
I
I
±88' (TYP)
±76'
C.lIM
4-20
BUILDING
LEGEND
O O HABITAT FILL SLOPE
+ + + + RIPARIAN PLANTING ZONE
GENERAL NOTES
1. CONCEPTUAL AIRCRAFT LAYOUT ORIENTATION PER BOEING DIRECTION.
2. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH
AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM
1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN
VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET.
3. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR
REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN
DETAILS.
INSTALL BOLLARD PROTECTION AT ABOVE GRADE
UTILITIES PER TYPICAL SPACING LAYOUTS. SEE DETAIL S50��7
INSTALL GROUND WATER MONITOR WELL. SEE DETAIL
C50�-5E
3> IN -WATER FILL HORIZONTAL CONTROL. SEE LINE AND
CURVE TABLE ON SHEET C81. SEE TYPICAL FILL DETAIL
ON SHEET C500-2S DETAIL 3.
CONSTRUCTION NOTES
FIRE HYDRANT
BACK OF CURB
HARDSTAND
4� UTILITY STAND WITH AIR MANIFOLD AND YARD HYDRANT
5� RELOCATED SHED
FIRE SYSTEM PRESSURE RELIEF VALVE
7� ACTUATED STORMWATER VALVE
SAFE DRAIN VAULT
STORM DRAINAGE VAULT
KEY PLAN
SCALE: N.T.S.
R-401330
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
i Ber erABAM
DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY:01
CALL 48 HOURS "� 20 0 20 40 atowler 12/20/2018 rstraka 12/20/2018
BEFORE YOU DIG 33301 9th Avenue South, Suite 300 C) CIVIL PERMIT
Federal Way, Washington 98003-2600 scale feet
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE
ACCEPTABILITY JDM 06 08 18 CIVIL SITE PLAN W4700331 B 12/14/18
- APRON R INFRASTRUCTURE W4700331 ABAM SPT 06 08 18 ��N P. T THIS DESIGN AND/OR CHECKED
/ / of WA3A, �i' SPT 06 08 18 SHEET
SPECIFICATION IS APPROVED
® �P ENGINEER TITLE APRON R INFRASTRUCTURE C82 C13-
STf
A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 APPROVED BY DEPT. DATE JLC 06 08 18
B PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 CHECKED
31271 w
AL APPROVED W4700331
RENTON SITE JOB NO. COMP NO.
ss�oNAL APPROVED
APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-C82