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A B C D E F ( G u, _ I i K ( M N 0 a
ULTRA BLOCK
EXISTING DRIVING RANGE -
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WALL W/CHAIN RIM 77.28 71.40 18 W
LINK FENCE \ 1
r \ s 4 I.E. 72.04 12" PVC E I.E.1.53 8' E I.E. �
SEGMENTED FIRE HYDRANT \ 8 H x 16 W C52 I.E. 7 12°° N I.E. co
BLOCK RETAINING W/BOLLARD CHAIN LINK GATE 71.58 12 S
WALL C
SEGMENTED PAVE 18' APRON �
BLOCK RETAINING \ PER
\ � C
WALL
C48 1
�° �) -= 76 78 El
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POWER NEW TREATMENT N �� NEW ROAD
TRANSFORMER _ - -
FACILITY f �_-----�- 1
f \ 1 EXTENT OF NEW
� � \ X \ 1 76 OVERLAY(2)
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CONTINUOUS � ��
CURB �,\ f� %� .
\ f e I� 78 1 ^� RIM 74.42 I.E.
cr)\ ° �''� / MATCH GRADE 71.22 18" E I.E.
�\�•• —.. / f�� ` WITH �XSITING 1
,:, 78 E I 71.22 18" NW
\\� / f e''
a.1 / /.' �' / PATH �.
RIM74:47 I.E.
II 71.03 18" SE I.E.
TRUCK UNLOAD--------. 71.03 18" W
AREA
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Ico ! 80�..1 'l / LANDSCAPING (REFERENCE C54) s
0 EXISTING �.' �/ /
co BLDG. t 76
RESTORE GRAVEL75
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CART PATH EXISTING PONDCc
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15 7 6 0 40 80
76
78 77 SCALE IN FEET
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MATCH GRADE o
LE X! 1 , WITH EXSITING � `p� 81 v
B0 DINS ? c> PATH O ��, 82
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NEW PRV VAULT
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RIM 76.32 I.E.
71 .57 18 E I.E.
71.42 12" N I . E.11
NOTES:
O GRIND EXISTING SURFACES AND MATCH
NEW OVERLAY TO EXISTING SURFACE
SEAL JOINT PER WSDOT 9-04.10
O OVERLAY MIN. 2" CLASS "B", WSDOT
5-02. SLOPE TO DRAIN, MATCH RIM
ELEVATION AT EXISTING CATCH BASINS.
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CONSTRUCTION RECORD DRAWING NOTICE
EXTENT OF NEW
These record drawings have been prepared based upon
2
OVERLAY
information contained in addenda, change orders, or
other available construction information, and information
provided by the Contractor, and by others. HDR has not
verified the accuracy or completeness of the information
provided to it and does not warrant the accuracy or
completeness of these record drawings. Users of this
information shall be solely responsible to verify any and
all information represented herein prior to any such use
of the information.
SURVEYED: —
SCALE: AS SHOWN
VERTICAL:NAVD 1988
ECONOMIC AND ENGINEERING
,
CITY Q F RE N T Q N
Planning/Building/Public Works Dept.
p
DATE:
OCTOBER, 2003
DESIGNED: J.E.
DRAWN: R.B.
ONE INCH
HORIZONTAL: NAD 1983/1991
(�etltled /JG'11
Kennedy/Jenks
y
SERVICES, INC.
(F5
PROJECT No . 3-01-358
CHECKED: G.P.
AT FULL SCALE
Consultants
10900 NE 4TH STREET, SUITE 1110
MAPLEWOOD
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
APPROVED: —
REVISION No.
32001 32nd Ave. S., Suite 100
IF NOT ONE INCH DATUM Federal Way, Washington 98001
SCALE ACCORDINGLY
BELLEVUE, WASHINGTON 98004 2
PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA FINISHED SITE FEATURES 2 OF 2 SHT NO.
DWG NO. C5
i K M N W 2953AA
AC, CAI,_,; _D OCT 2 7 r
CN
2 RECORD DRAWINGS
1 ISSUED FOR CONSTRUCTION
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NO. REVISION
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