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1 /2" 0 CABLE STRAND WIRE
LO 1 /2" 0 CABLE STRAND WIRE EXISTING DRIVING RANGE
N @ LATERALS & DIAGONALS 1 /2" 0 CABLE STRAND TIMBER POLE &CONCRETE EXTENDED DOWN GUY SYSTEM
FROM DRIVING RANGE TIMBER
� (TYPICAL OF 16 DIAGONALS) WIRE � PERIMETER, COLLAR, TYP 10
CV ADDENDUM #3 8/25/03 �o,`�Q,��� TYP GOLF NETTING OVER POLES 120 N 13 & STEEL 4POL LOCATIONS
PARKING & DRIVEWAY # , # , # # ( )
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8 9
76.0 35' 00 �� 776.0 76.0
38' —22' '�`� h�ti Qo 30 , B/N2 30' 30'
FP —26' FP Q�Q� FP —19 FP — FP —19' FP 1-19
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f 1 1 / 83.5
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—19, #16 / ��� WIRE VERT 9<<
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25 ®PERIMETER, TYP LIMITS' OF DEMOLITION
EXISTING OVERHEAD &
WESTERN VERTICAL
NETTING, POLES, DOWN
GUYS &ANCHORS. 6
COORDINATE W/ SHEETS
/ C12—C13
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3 �0� POLE /NETTING la co
Go 0 10 20 40
J \ ( NOTES:
• . ` SCALE: 1" =20'
1. NUMBER DESIGNATIONS DENOTED BY SUPPORT POLE NUMBER
+' APPROXIMATE FINISH GRADE ELEVATION ADJACENT TO POLE
SUPPORT POLE HEIGHT ABOVE ITS ADJACENT FINISHED GRADE
CO — ' EMBEDMENT BELOW ADJACENT FINISHED GRADE
00 �2. ALL SITE INFORMATION IS TAKEN FROM COMPUTER GENERATED DRAWINGS (DATED 2/4/03) CONSTRUCTION RECORD DRAWING NOTICE
2 .-� PREPARED BY ECONOMIC AND ENGINEERING SERVICES, INC. FOR THE SUBJECT PROJECT These record drawings have been prepared based upon information
PROJECT NUMBER 3-01-358 . REFER BACK TO THESE SHEETS TO VERIFY ALL SITE INFORMATION g P p P 2
N0� 85 ( ) contained in addenda, change orders, or other available
lop PRIOR TO CONSTRUCTION OF POLES AND NETTING. construction information, and information provided by the
EContractor, and by others. HDR has not verified the accuracy or
'4� completeness of the information provided to it and does not
cc 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
CITY OF RENTON DATE:
DESIGNED: JT VERTICAL: NAVD -1988
-
� = ECONOMIC AND ENGI`�EERING Planning/Building/Public .works Dept. JuLY 2003
DRAWN: NH ONE 'INCH HORIZONTAL: NAD 1983/1991 & PROJECT NO.
CHECKED: JT SERVICES, INC. MAPLEWOOD 02109
APPROVED: JT B & T DESIGN &ENGINEERINGINC.
AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO. o
' ,
175 1st PLACE N.W. SUITE B BELLEVUE, WASHINGTON 98004
1F NOT ONE "INCH DATUM ISSAQUAH, WA. 98027
01 ISSUED FOR CONSTRUCTION 8/25/03 (425) 557-0765 (FAX) / / TB SCALE ACCORDINGLY 425) 557-07(PH) PORTLAND, OR BELLEVUE, WA KENNEWICK, WA OLYMPIA, WA POLE / NETTING PLAN SHT N0.
/
NO. REVISION BY DATE APPR DWG NO. N 1
A B C D E F G H 1 J K M N
sOCTW-2953�A
CANNED 2 2006