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BEGIN VERTICAL
NETTING
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01 ISSUED FOR CONSTRUCTION
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W NO. REVISION
A � B
C D E E G H K L M N
DEMOLISH EXISTING OVERHEAD
& WESTERN VERTICAL NETTING,
POLES, DOWN GUYS, & ANCHORS.
D1 KIFT-7 1, L—A �7 =Akln, [JIr'IJ ,, , ,,,T. COORDINATE W/SHTS C12 & C13 END VERTICAL
SECTION A/N4
19 18 #17 #16 #15
85.0 83.0 86.0 86.0 83.5
25' 25' 25' 25' 25'
—15' —15' —15' —15' —15'
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\,DTL A N3
SURVEYED:
DESIGNED: JT
DRAWN: NH
CHECKED: JT
APPROVED: JT
8/25/03
TB
BY
DATE
APPR
C D
DF-MLLIV /ALL FULLJ)
—Li 4 13
80.5 77.5
25' 25'
—15' —15'
T ELEVATION
12 11 10
76.0 76.0 76.0
25' 25' 25'
—15' —15' —15'
0
EXISTING VERTICAL NETTING &
POLES BEYOND REMAIN
XISTING VERTICAL
'0 EXISTING POLE
TIMBER POLE ATTACHMENT
nAKUYVAML SIMILAR TO DETAIL D/1'44
0
10
O
8
0 10 20 40
SCALE: 1" =20'
1
TEMPORARILY REMOVE EXISTING
BAFFLE NETTING PRIOR TO EXIST
DOWN GUY REMOVAL ON WEST
SIDE OF POLE. REINSTALL BAFFLE
NETTING COMPLETE UPON INSTALLATION
OF NEW NETTING POLES AND DOWN
GUYS SYSTEM. TYPICAL (4) LOCATIONS W=2953C8
FULL WIDTH OF EXISTING DRIVING
RANGE 200'
6 9
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EXISTING O
DRIVING t7
RANGE
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EXISTING TIMBER
DRIVING RANGE 1 /2" 0 CABLE STRAND WIRE
POLE BEYOND EXTENDED DOWN GUY SYSTEM W
FROM EXISTING TIMBER POLES
TO NEW POLES#11,#12,#13
W �
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NEW PROTECTIVE NET `d
CEILING OVER PARKING O
VERTICAL NETTING & DRIVEWAY PER PLAN VERTICAL NETTING
NEST SIDE ONLY ON SHEET N1 ALONG WEST POLES
#10 THRU #19 ONLY y
w
18 0 STEEL POLE PER
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HOLE #18 DRIVEWAY & B N4 Z
Z ( 18"0 STEEL POLE PER D
MAPLEWOOD °- PLAN W/ CONC INFILL MAPLEWOOD w
OLF COURSE w
GOLF COURSE
°_ HOLE #18
PARKING AREA
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C)�j CI
3
CL
[ i FEK "I PER PLAN Of
w °- & SCHED & SCHEDILI
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CONSTRUCTION RECORD DRAWING NOTICE
DTL B N3 — —
DTL A N3 These record drawings have been prepared based upon information 2
contained in addenda, change orders, or other available
construction information, and informationprovided by the
Contractor and by others. HDR has not verified the accuracy or
0 5 10 20
SCALE: 1"=10'
SCALE: AS SHOWN
VERTICAL: NAVD 1988 ECONOMIC AND ENGINEERING
ONE INCH HORIZONTAL: NAD 1983/1991
fz7=
SERVICES, INC.
AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110
B & T DESIGN & ENGINEERING, INC. (I
175 1st PLACE N.W. SUITE B BELLEVUE, WASHINGTON 98004
IF NOT ONE INCH DATUM is(4Q5) sSwA.o7�so(PH)
SCALE ACCORDINGLY (425) 557-0765 (FAX) PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA
E I G I H I K
0 5 10 20
SCALE: 1"=10'
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.
CITY OF RElV l O1V
DATE:
JULY 2003
1
Planning/Building/Public Works Dept.
PROJECT NO.
02109
MAPLEWOOD
WATER TREATMENT AND GOLF COURSE IMPROVEMENTS
REVISION NO.
0
NETTING ELEVATIONS & SECTIONS
SHT NO.
DWG NO.
N 2
W
21353AA
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