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N: 185323.41 N: 185311.64
N: 185323.75 E: 1299231.37 E: 1299240.34
E: 1299232.69 O
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BOLLARD LAYOUT
1 AT BLDG 4-41
C80 SCALE: 1 "=10'
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1 E: 1299382.01
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BOLLARD LAYOUT
=2) AT HARDSTAND 4�-c
C0 SCALE: 1 "=10'
L
- tiN: 185333.81
E: 1299531.43L
w S1s N 185335.57
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N: 185328.52 9
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BOLLARD LAYOUT
4 AT HARDSTAND R13
-C
CC81 SCALE: 1 "=10'
----- ----�-----------
1 I II
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II E: 1299561.94
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BOLLARD LAYOUT
5 AT HARDSTAND R 12
-C
C81 SCALE: 1 "=10'
4-20
14 BUILDING
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N: 185308.67
15 E: 1299529.63
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E: 1299525.27
-A _ - A
-C \ \N: 185325.14' E: 1299527.38
II II c 185337.73 W I E: 1299522.52 NE:: 185313.74
1299525.911 EN: 1299515.59 12 N: 185323.24
E: 129951518 10N185335.97 : 3.7
1299508.74 r - - _ _ _ N: 185327.62 E: 1299525.54
I N: 185331.08 E: 1299513.98
II 1 E: 1299510.00 Lw 15 N: 185325.79
L� - --L� - - - - - - E �9950 -
BOLLARD LAYOUT AT
3 ERE HYDRANT & P y
--c
CC81 SCALE: 1 "=10'
L81 R
SYM I REVISION
APRON R INFRASTRUCTURE
BY
W47003311 ABAM
APPROVED DATE
SPT 06/08/18
r-----T-T1--- -I��- - - - - - -
185657.86 II Q
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BOLLARD LAYOUT AT
=7)HYDRANT 8c PVII
CC81 SCALE: 1 "=10'
r- - - - - - - - - - - - - - - - - - - - - -
N: 185694.31 _
E: 1299800.94
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BOLLARD LAYOUT
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AT HARDSTAND R 10
CC882
SCALE: 1 "=10'
- - - - - - - - - - - - - - - - - T
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BOLLARD LAYOUT
9 AT FIRE HYDRANT -C
CC882 SCALE: 1 "=10'
r----------T ------ 7-1-------�
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I N: 185833.15 1
E: 1299928.55
5 N: 185828.20 1
h� E: �1299929.23
N: 185827.58 '
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BOLLARD AY O U T AT
=io) ACTUATED VALVE �
CC882 SCALE: 1 "=10'
NOT USED
NTS
N: 16t
E: 13C
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5
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R4 2 E: 1300397.07 6
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N: 186354.28 -
E: 1300672.05,
\ N: 186350.08
65 �S' E: 1300670.50 1
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BOLLARD LAYOUT AT
=i3) ERE HYDRANT & P \/
C84 SCALE: 1 "=10'
-----��----------------�
\ \ N: 186451.69
E: 1300788.53 1
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E: 1300766.54
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1 E: 300763.01
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L- - - - - - - - - - - - - i- - - - - - j
BOLLARD LAYOUT
14 AT HARDSTAND R3
C84,C85 SCALE: 1 "=10'
GENERAL NOTES
1. 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.
2. 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.
3. ABOVE GRADE DRAINAGE AND UTILITY
APPURTENANCES ARE SHOWN ON THIS PLAN FOR
REFERENCE ONLY. SEE DRAINAGE, MECHANICAL,
CATHODIC PROTECTION, OR ELECTRICAL PLANS FOR
DESIGN DETAILS.
4. BURIED UTILITIES ARE SHOWN FOR REFERENCE
ONLY. SEE DRAINAGE, MECHANICAL, CATHODIC
PROTECTION, OR ELECTRICAL PLANS FOR DESIGN
DETAI LS.
5. HARDSTAND WORKPOINT SHALL BE ON THE
CENTERLINE OF FRAME AT THE EDGE OF THE
STAND AS SHOWN. SEE DETAIL B/S500-40.
6. SEE SITE PLANS FOR BACK OF CURB HORIZONTAL
CONTROL.
INSTALL BOLLARD PROTECTION
AT ABOVE GRADE UTILITIES AS ( 1
SHOWN PER DETAIL S50�-17
CONSTRUCTION NOTES
BACK OF CURB
HARDSTAND
3� YARD HYDRANT
R� AIR MANIFOLD
WATER AND COMPRESSED AIR VALVE VAULT
PROTECT EXISTING BOLLARD
:� ACTUATED STORM VALVE
g� CORE EXISTING PANEL, INSTALL BOLLARD AND
REPLACE CONCRETE PAVEMENT
STORM VAULT
10 STATIC GROUND
11 POST INDICATOR VALVE
12 FIRE HYDRANT
13 CATHODIC PROTECTION RECTIFIER
14 BUILDING EXTERIOR WALL
15 LIMITS OF PAVEMENT REMOVAL
N: 186482.91
1 E: 1300983.16 i 16 PROTECT EXISTING BOLLARD AND RAILING
13
10 I 17 PROTECT EXISTING RAISED CONCRETE LANDING
3 s.
18 EXISTING 4-41 BUILDING SLIDING DOOR RAILS
4
N: 186508.43
R2 E: 1300965.79 P pG
N: 186492.84 1
E: 1300971.81
P N: 186507.45
P E: 1300958.15
-----------------------------
BOLLARD LAYOUT
15 AT HARDSTAND R2
C5 SCALE: 1 "=10'
BOLLARD LAYOUT
BOLLARD LAYOUT 12 AT HARDSTAND R4
6 AT HARDSTAND R 1 1 C83 SCALE: 1"=10'
C81 SCALE: 1 "=10'
i BergerABAM
10 0 10 20C) 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
scale feet
DRAWN DATE SUBTITLE
SYM REVISION BY APPROVED DATE ACCEPTABILITY JDM 06 08 18
��N P. T THIS DESIGN AND/OR CHECKED
w �oF WA3FI��G SPECIFICATION IS APPROVED SPT 06 08 18
ENGINEER TITLE
>- APPROVED BY DEPT. DATE JLC 06 08 18
CHECKED
x
31271 w�
�� '�GISTF.R� APPROVED
CIVIL MASTER
CIVIL PERMIT -
MISCELLANEOUS DETAILS - SHEET 2
APRON R INFRASTRUCTURE
RENTON SITE
SITE
R-401397
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W4700331 - 06/08/18
SHEET
C500-5B C81-
JOB NO. COMP NO.
W4700331
RENTON, WA DWG NO. 4-APRON-R-0500-513