HomeMy WebLinkAboutR_401329I
I
I
1
I
1
I
I
PROPERTY LINE
I
I
I
LINE
TABLE
LINE #
LENGTH
DIRECTION
L1
12.34
S77°
27'
09.50"E
L2
24.81
S59°
27'
43.89"E
L3
24.61
S46°
54'
10.34"E
L4
14.46
S58°
08'
20.23"E
L5
22.39
S31 °
18'
46.85"E
L6
10.90
S79°
01'
13.96"E
L7
41.62
N76°
15'
46.11 "E
L8
29.56
N62°
27'
29.20"E
L9
40.69
N75°
14'
33.25"E
L10
58.63
N79°
08'
23.16" E
L11
29.17
N75°
22'
05.05"E
L12
27.25
N66°
08'
54.45"E
L13
58.89
N75°
33'
14.31 "E
L14
7.84
S67°
58'
21.57"E
L15
3.76
S14°
31'
07.52"E
L16
27.09
N68°
44'
59.32"E
L17
14.73
N76°
31'
21.43"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
22.38
37.40
34.28
S88. 48' 20"E
22.05
C2
29.74
88.84
19.18
1 S65° 25' 42"E
29.60
C3
43.72
101.91
24.58
S59° 36' 36"E
43.39
C4
17.88
28.28
36.23
N43° 29' 37"E
17.59
LAKE WASH NGTON
SUMMER o EL 15.18 (NGVD29)
WINTER o EL 13.18 (NGVD29)
J
a
U
cn
cn
LiJ
w
o Cn
co
C/i
Cn
LiJ
U
U
Q
LLJ
CD
of
a
(R12) 13
;0000on
�OOODUU^
;000OOOOC�
�00000001
'�.0000000
J
0
0
1 (
0
MATCHLINE, SEE SHEET C82
+ - ;-- - --
8
3 (R10)� C50��B
BEGIN 4
N: 185699.50
E: 1299763.01
C)
END 5
N: 185699.50
E: 1299763.01
------- -----
I i
I I
I II I
I III I
L-------- -J
7
6`
C500-51
'j0
-
O O O O 0
%V
0 0 0 0 0 0 I O
i BEGIN
N: 185671.97 5
(D O O O O 4 O
E: 1299656.51
'
�00 00 L15
2
' 0 0 0 0 0 0+
'END
4
�r 0 0 0 0 0 0 U +
85671.97
'E: 1299656.51
000000003
4
i� 0 0 0 C) 0 0 0 + +
N: 185652.88
E: 1299624.42
e4�D 0 0 0 0 0 0 0
• I
��
;00aC)000 I�
•
I
��OOO000(:D
10 , 1
-�
j000C)000
0000
N: 185649.83
)).000 +
i� 0 0 C) 0 0 0 �
2 E: 1299612.61
�`,� 0 0 0 0-4
00 00
5
a 10 +
I C500-5B
;00010a0 N
'
;0 0 0 O 0 J�
'
0 0 LO 0 0
;000100
00(000
-
)001 0 0 C?
J +
11
1100(00 O T
-I
'100�000
4 0(0000 �+
(R13) 3 i) 0 0 = -
�O O �
� O CD -
f00 000
►n 00 J
4
C500-5B 00 17
�0`�000 -
;0000(D00 -
� 0 0) 0 0 0
2 (0000
00) 2 `ho
1100(0000 -1-
0 0) 0 0 0 Tal oa
100(0000 \
II) 0 0 j 0 0 0 + + N: 185615.89 '
E: 1299467.14
0 0 ( 0 0 0 00 +
�O + f N: 185614.6 � 0 0 O O 6 1
O O CO O O O E: 1299462.29 /� ®®, o�O \
-- -- -- -- -- --0 --0 0 0- --
MATCHLINE, SEE SHEET C80
0
787-000
,-10 estimated... nose position
8
WINGTIP CLEARANCE
;F / ®®O J
-10 esti maLaA nose po iti n
� 8
197.8'
QD
- - - - - - - - - - T
I
W I
W
- Y
a I
N
I
= I
s
e
O
• to
I�
I
C500-5B
a
70.67' I +88' (TYP)
J _
24' DRIVE AISLE
70' (TYP)
I
I
I
±76'
200' SHORELINE SETBACK
PER CITY OF RENTON
pr
a y
6
! I
Y I
N
s
a
I
I
-TOWPATH
I
70' (TYP) I �'
I
±88' (TYP)
3'
00-5
4-20
BUILDING
LEGEND
6_� 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. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED
SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES.
ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY
PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS
PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION.
4. ABOVE GRADE DRAINAGE AND UTILITY APPURTENANCES ARE SHOWN ON THIS PLAN FOR
REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL PLANS FOR DESIGN
DETAILS.
5. REFER TO STRUCTURAL PLANS FOR BARGE SLIP DESIGN.
INSTALL BOLLARD PROTECTION AT ABOVE GRADE UTILITIES
PER TYPICAL SPACING LAYOUTS. S50�-17
2� IN -WATER FILL HORIZONTAL CONTROL. SEE LINE AND
CURVE TABLE. SEE TYPICAL FILL DETAIL ON SHEET
C500-2S DETAIL 3.
CONSTRUCTION NOTES
RELOCATED SHED
ACTUATED STORMWATER VALVE
3� ELECTRICAL HARDSTAND
4� UTILITY STAND WITH AIR MANIFOLD AND YARD HYDRANT
FIRE HYDRANT
POST INDICATOR SECTION VALVE
P� STORM DRAINAGE VAULT
8� SAFE DRAIN VAULT
KEY PLAN
SCALE: N.T.S.
R-401329
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
i Ber erABAM
DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY
CALL 48 HOURS "� 20 0 20 40 atowler 12/20/2018 rstraka 12/20/2018 �
BEFORE YOU DIG 33301 9th Avenue South, Suite 300 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
08 18 W4700331 B 12/14/18
APRON R INFRASTRUCTURE W4700331 ABAM SPT 06 ��N P. T THIS DESIGN AND/OR CHECKED
/ / of WA3A, �i' SPT 06 08 18 SHEET
� �� � G SPECIFICATION IS APPROVED
® � ENGINEER TITLE APRON R INFRASTRUCTURE C81 C12
B 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
3�z�, w RENTON SITE JOB NO. COMP NO.
� FC31271 APPROVED
SS�oNAL W4700331
APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-C81