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7/16" 7 STRAND HIGH
34"0 X 1 1 8" THICK PLYWOOD BALANCE OF INFORMATION STRENGTH WIRE CABLE
PER SECTION B/S3
STEEL POLE PER PLAN & SCHED TEMPORARY CONSTRUCTION PLUG ! 1 /2" STAINLESS STEEL
FOR EMPTY CASING UNTIL POLE 1� 2 CABLE STRAND WIRE 7/16 7 STRAND HIGH CARABINERS ® 6"o.c.
— — — — — & BACKFILL ARE PLACED EXTENDED DOWN GUY SYSTEM STRENGTH WIRE CABLE
FROM EXISTING TIMBER POLES BETWEEN HORIZONTAL
TO NEW POLES 11, �12, �13 & 14 1/2" STAINLESS STEEL PERIMETER NETTING
o > o BALANCE OF INFORMATION I I =I I =1 I 1=1 1= I 1= I- 3/4"� X 8" W.H.S. ON (4) SIDES # # CARABINERS @ 6"o.c. BETWEEN ROPE & 3/8"0 HORIZONTAL
�"� PER SECTIONS A/S3 & B/S3 —III=III=III III III —III WELDED TO CASING -TYPICAL THORIZONTAL PERIMETER GUY WIRE, TYP
J w o I I—III=III I I I —III —I @ CASING LOCATIONS PREFORMED DEADEND CABLE NETTING ROPE & 3/8 0
III=III=III = 1=III=III-
o'o — — — — _� GRIPS (� EA END OF DOWN GUY HORIZONTAL GUY WIRE, TYP
°O0 ° 000 • ° ,> ALL NET PERIMETERS
° o ° 3/8"� NYLON ROPE � 0J
o zo z ° oU-U° 00 00 0° °°p ALTHREAD W/ 0 GALV 22' 0) (3/4" 0) (4 SIDES) BETWEEN
POLES
- 00 o °. �0 0 0 0 0 THIMBLEYE CONNECTIONS 3 8"0 NYLON ROPE
° ° . ° .D cPo �� D . p ONE END W/ NUT & ALL NET PERIMETERS
o WASHERS EA END 1 2 STAINLESS STEEL
oo w �o c� ° INSTALL PREFORMED INSTALL PREFORMED /
DEADEND CABLE GRIPS (4 SIDES) BETWEEN DEADEND CABLE GRIPS ® CARABINER 6"o.c.
N J duo o s s 0 o� 3/8" ROUND CAP PLATE EA THIMBLEYE EA WAY POLES EA THIMBLEYE EA WAY
ON POLES
`�' �- w �° o`o� V-6" THICK CONCRETE TO PREVENT CABLE SLIDING TO PREVENT CABLE SLIDING
z 1/2" STAINLESS STEEL
�- m Q ° �o 0�'0 COLLAR PER PLAN & SCHED 2 X 4 NAILED W/ (5) 10d j CARABINER ® 6"o.c.
w v °o° °O REINF PER SECTION B/S3 INTO PLYWOOD PLUG
o z °000 000° TO BE CONSTRUCTED IN PLACE 3/8" 0 NYLON ROPE ALONG 8
8 w o 0o So @ THE TIME OF CASING PLACEMENT ALL GUY WIRE LOCATIONS @ -
U z o STEEL NET POLE
,�, o PROTECTIVE NET CEILING i
J Q PER PLAN & ELEVS 3/8" (7 STRAND) HIGH 3/8" (7 STRAND) HIGH
a STRENGTH GUY WIRE ALONG STRENGTH GUY WIRE ALONG
o w 30"� STEEL PILE CASING (1/4" 34"0 X 1 18 THICK + + EA POLE (VERTICALLY) EA POLE (VERTICALLY)
� z WALL) OR CMP PIPE CASING � PLYWOOD PLUG + + „ "
3/4 0 THIMBLEYE (GALV. 2 0)
0 o LOCATIONS NEAR NEW UTILITIES, � � � 1 /2"0 (7 STRAND) CABLE ( 4"� W.H.S. � TOP,
OVER 3
RETAINING WALL &CURB AREAS STRAND HIGH STRENGTH 1/ BOTTOM/& CENTER OF
w WHERE AUGERING FOR NEW POLES "� GUY WIRE @ HORIZONTAL
WILL COMPROMISE NEW N POLES ALONG WEST 3 4"� THIMBLEYE GALV. 2"�
STRUCTURES FOR PROJECT (SEE + + + WIRE LOCATIONS PER PLAN I ELEVATION STEEL NET POLE OVER 3/4" 0 W.H.S( ® TOP, )
PLAN & SCHED FOR LOCATIONS) + + PER PLAN & ELEVS BOTTOM & CENTER OF 7
7 00 5/8" MINUS COMPACTED 1 " 0 GALV (A325N) ALLTHREAD W/
POLES ALONG WEST
2" 0 (3/4" 0) THIMBLEYE CONNECTIONS ELEVATION
°o cP CRUSHED ROCK BACKFILL EA END W/ NUT & WASHERS
BOTTOM OF POLE °Oo po° OR C.D.F. (100 PSF) TYP TOP CONNECTION
CPQ�0 0 0 0 0 000 00000 o4S� AFTER POLE ERECTION
z °000000000000000000� >> ,
o 000 oa0 500� o°c'C6b DETAIL
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STEEL_ POLE CASING CONDITION ® POLES 1, 2, 4, 5, 6, 13, 15, 16, 17 & 19 CONDITION ® TOP OF POLES 1 1 , 12, 13 & 14
D SECTION
N4 3/4 = 1'-0 Nd 3/4" - 1 -0 N4 3/4" = 1'-0' YN 3/4" 1 0
NOTE: CONTRACTOR IS LIMITED
TO ONE SPLICE PER POLE, TYPICAL
5 5
F I
WELDED MALE LINER
q I AT SPLICE JOINT 10'-0"o.c.f 10'-0"o.c.t q
(.500" WALL MIN.)
SEE ELEVATIONS SEE ELEVATIONS
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3 .III —I I I I —I 11=1 I I =1 I I —I I ..III-1 ,III-III-1
—1 i=1 I I 11=111=
o -III ,III= II= 7/16" 0 (7 STRAND) HIGH
W w
STRENGTH WIRE CABLE
w 1/
RUN CABLE THRU THREADED
0- 1 /2" STAINLESS STEEL OR WELDED EYELETS
o CARABINERS @ 6"o.c. BETWEEN
HORIZONTAL PERIMETER SINGLE HELIX. STEEL CHANCE
NETTING ROPE & 3/8" 0 ANCHOR OR APPROVED EQUAL
HORIZONTAL GUY WIRE, TYP ® 10'-0"o.c. FOR BOTTOM CONSTRUCTION RECORD DRAWING NOTICE
HORIZ. WIRE ANCHOR (SEE
2 1,000 lb ANCHOR CAPACITY ELEVATIONS) These record drawings have been prepared based upon information 2
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
STEEL POLE SPLICE OPTION 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
E LN3/4" = 1'-0" the information. 3/4" _ 1'-0"
SURVEYED: SCALE: AS SHOWN 1
1 � CITY OF RENTON DATE:
DESIGNED. JT VERTICAL.. NAVD 1988 � JULY 2003
DRAWN: NH ONE INCH HORIZONTAL: HAD. 1983 1991 � & ECONOMIC AND ENGINEERING Planning/Building/Public Works Dept.
� SERVICES, INC. PROJECT NO. 02109
CHECKED: JT AT FULL SCALE --- MAPLEWOOD
APPROVED: JT r) B & T DESIGN & ENGINEERING, INC. 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 SHT No.
IF NOT ONE INCH DATUM is (445)5H5wa,.o7�sC(i-i)
01 ISSUED FOR CONSTRUCTION 8/25/03 TB SCALE ACCORDINGLY (425) 557-0765 (Fax) PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA DETAILS
DWG No. N4
N0. REVISION BY DATE APPR
A B C E 0 H � � K TL M N
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