HomeMy WebLinkAboutWTR2702953.37A B C ( D E Fco
G H I J K M N 0 P
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1 A
N C55 2
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C44
SEGMENTED WALL DRAIN A H
OC_ DRAINS TO STMH #5 �49 CHAIN LINK FENCE
00
.�
� NO DOWELS, PROVIDE T A PARKING/ROAD
EXPANSION JOINT B T
NEW SEGMEN ED BLOCK WALL FINISH GRADE VARIES 4
H . . _ � / �49 T.O. WALL EL.86.00' Q
9 s CCB 8c RETAINING WALL REF. STRUCTURAL DWG. S S9 9
s r '.
FF EL. 87.00'
TO SHH-3 G
EL. 85.00'
z
O.BLOCK WALL
EXISTING NETTING T.,
EL. 84.00
.� 15„ SD
8 (IN NORTH) . 8
KEYSTONE
BLOCK WALL SHH-3
EXISTING POLE
</ FINISH GRADE
EL. 80.00' TO SHH-1
GRADE
2% SLOPE 2% SLOPE
EXISTING
REF. C43
z TO SHH-4
w
% TO SHH-1 �— _, Z, 7
L r � cn w
-A DRIVING
�-- RANGE EL. 75.00' —_
4„
WALL DRAIN
f
o
PROVIDE BLOCK— z IE = 75.00f -1 I �. ; ,�=�=f 15 SD IN NORTH
o OUT 6 LARGER s . MAINTAIN SLOPE TO DRAIN III = I =I SHH-3 REF. ELECT. STMH 5 SD(
>
ro THAN PIPE OD. TO STMH�5 -III TIE INTO EXIST. SYSTEM) 15" SD (OUT W) >
6 (TYP.) .; 6" PVC IRRIGATION REF. C24 EXP. JOINT G 6 b
�: I (ACTUAL LOCATION MAY VARY)
EL. 70.00' o
4 d y
4 . 4 4
1ZA
TIE -INTO EXISTING DRIVING RANGE 4 4
—w IRRIGATION CONTROL WIRING. G , G b
1
y
CONTRACTOR TO LOCATE EXISTING N
15 SD STMH5 z CONTROL WIRING, SPLICE AND REPAIR 4
W m
(OUT W) REF. C24 AS REQUIRED. `° z
5 5 y 1
EL. 65.00'
TIE—IN NEW IRRIGATION MAIN TO ti m
EXISTING IRRIGATION MAIN, RESTORE SECTION A C� z
�...f I AND REPAIR AS REQUIRED. C�
h l SCALE. 3/8 = 1 —0 C55
SEGMENTED WALL DRAIN A
DRAINS TO STMH #5 C49
4 6 PVC, IRRIGATION 4
(LOCATION VARIES) z CLEAN —OUT PER 2
4„ PERORATED TIE—IN 4' DRAIN (TYPICAL) C20
ABS DRAIN —
6, 8„
BLOCK WALL W=2953C6
3 3
z
12
�, -- A
6, 0„ 5, 0
LO
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CONSTRUCTION RECORD DRAWING NOTICE
2 These record drawings have been prepared based upon
RETAINING WALL PLAN VIEW 2
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
- DETAIL
0 1, 2' provided to it and does not warrant the accuracy or
SCALE: 3/8" 1'-0" — completeness of these record drawings. Users of this
3
SCALE: 1/2" _ V—o" information shall be solely responsible to verify any and
all information represented herein prior to any such use
W
of the information.
SURVEYED: SCALE: 3 8" =1 '-0„ c: ,_ DATE: 1
CITY OF RENTON
1 OCTOBER, 2003
o DESIGNED: J.E. VERTICAL: NAVD 1988 ='i Planning/Building/Public Works Dept.
ECONOMIC AND ENGINEERING
DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks PROJECT NO.
C�lCHECKED: G.P.ConsultantsSERVICES, INC. 3-01-358
AT FULL SCALE MAPLEWOOD
APPROVED: — 10900 NE 4TH STREET, 'SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO.
2
32001 32nd Ave. S. Suite 100
2 RECORD DRAWINGS RB 1 /06 GP DATUM BELLEVUE, WASHINGTON 98004
IF NOT ONE INCH Federal Way, Washington 98001 SHT NO.
w
1 ISSUED FOR CONSTRUCTION RB 10/03 GP SCALE ACCORDINGLY PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA MISCELLANEOUS DETAILS
SHEET 2 OF 2 DWG NO.
Li NO. REVISION BY DATE APPR C55
J
A B C _, D E F G H I J K N W
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IV-5NNEDSSA 0(;12 " ?�C` � 1 53