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j l 1. ANTENNAS AND MOUN Tl fJG HARDWARE TO BE
11 PAINTED TO MATCH EXISTING WATER TA NK
I L2~L__ D~LEXORS TO BE R_E_M_G_vE_D _____ ,
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PROPOSED CLEARWIRE (1) QUAD
PANEL ANTENNA AND (1) RRU
----
CITY OF RENTON BOUNDARY-
MOUNTED ON PROPOSED PIPE MOUNT---
PROPERTY LI
EXISTING CLEARWIRE PANEL ANTENNA
TO REMAIN AND OAP UNIT TO REMAIN
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I EXISTING CLEARWIRE /
-+-MICROWAVE DISH TO RE MAIN -;r----...
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11 "x1 7 " SCALE: 1 /32" ,~ 1 '--0"
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I @ EXISTING CLEARWIRE UNDERGROUND CONDUIT CONTAINING (3)
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ALONG EX ISTING CLEARWIRE CONDUITS. G.C. TO VERIFY THAT
4x1sTING
WATER TA/
I CONDUIT RUN SHALL NOT RUN STRAIGHT TO THE RESERVOIR
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EXCEPT VIA THE EXISTING CLEARWIRE TRENCH BOX ---~
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EXISTING CLEARWIRE SITE SUPPORT
EQU IPMENT MOUNTED ON A 5' X 5'
PRECAST PAD WITHIN A 7' X 7' LEASE AREA-_,.-
EXIST ING RETA INING WALL __ /
EXISTING RETA INI NG WALL EX IS TING STOR M DRAIN
EXIS TI NG U.G.
POWER VAULT---
CITY OF RENTON BOUNDARY
OPERTY LIN
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CHAIN LINK FENCE
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EXIST ING 1 10 '-0"
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-------EXISTING ROCK WALL
117'--0"
ANTENNA SETBACK
120'-10·
NOTICE 3
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THE l~ffOR MAT ION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIE TA RY BY NATURE. ANY US E OR DISCLOSURE OTHER THAN THAT WH ICH RELAT ES TO CARR IER SERVICES IS STRICTLY PROHIBITED.
ST
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LEGEND ----------
----SUBJ EC T 80U l'-1 DARY LIN E
--RIGHT--OF-WA Y CE~ITERi.lN E
-----------RIGHT-OF -WA Y Li l'-I E
------------AIJJA.C ENT BOUND :,RY L.~I[
-------SEC TIONAL BREAKDOWcl UNE
-DHP --DHP --DHP -OV ERHE AD POW ER Ll c1E
-UGP --UGP --UG P -BURIED POWER L!NE
-----------BURI ED G.AS LI NE
-OH T --OH T --OH T -OV ER HEAD TEL EPHCJ Nr· LI N [
-L'GT --UGT --UGT ~~ BUR IED TE L EPHONE Li ~~[
--',/ ----',/ ·--',/ -',/ --BURIE D WATE R IINE
--s -s -s -s ~-BURIED SAl'-l iTARY SEWER
~----------BURIED STO RM DRAI N
-----------DITC H LINE/F LOW Ll~I E
ROCK RETAIN ING WA.LL
VEGE TATIO N Lli,E
--0-'------0---~ CHAIN Ll !'-IK >UKE
-0-------0------0-----WOOD FEti CE
-X -X -X -X -X -X -X -X -BARBED VV JRE/WIRE ~· [_NC t_
~ TRA NSFO RMER v FIRE HYDRANl
:i:i: LI GHT STANDARD N GAT E VALVE
[EJ POWER VAUL T EE WA TER MET E!'(
12] UTILITY BOX .Q FI RE ST,l\ND F'l?t
p UTI LI TY POLE D CATCH B/\S iN, Tvc,:-
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m GAS VALVE .u. SIGN
[QI GAS MET ER 0 BOL LARD
[FJ TELEP HO N E VAULT D MA IL BO X
D TELE PH ON E RIS ER 234.2'1 SPO T ELEVAT ION
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4400 CARIL LON POINT
KIRKLAND, WA 98033
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PACIFIC TELECOM SERVICES,
LLC
568 First Avenue S., Suite 650
Seattle, WA. 98104
Phcne; (206) 342 -9000 Fax: (206) 903-8513
\ RICHAR B. HALL! .
'-;TATE Of WASHINGTOH.1
EXPIRATION O.AT E OF Tl-IE
LICENSE: 08/30/1 0
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NO. DATE DESCR IPTIO N INITIAL
1 O,l-23-10 1 PR£U MlfWlY CONS1R UCTION DRAl\1NGS WJR
2 04-01-10 FINAL CONSTRUCTION DRAWINGS WJR
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J\'"'"r ,ii.)! FOR CONSTRUCTION UNLESS
U\SELED AS CONSTRUCT!ON SET
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SITE PLAN
SHEET NUMBER
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•• ... 1!::i u1vision
JUN 2 3 1010
I I NOTES ___________ .. _____ ll
II 1. ANTEN~IAS AND MOUNJl~G HA~D!l~E TO BE i
PAINTED TO M.ATCH EXIS,ING WA ,[r; .fa.NK I
I 2. ALL DIPLEXORS TO BE REMOVED _ ....J
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24"x36" SCALE: 1 " 1 oo· o" ~ ' ' " 200' o" 100 50 11"x17" SCALE: '
THE INF ORMATION CONTAINED IN THIS SET OF CONSTRUCTION
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PROPOSED CLEARWIRE 6'-0"0 MICROWAVE t-;,;c-,1
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-PROPOSED CLEARWIRE QUAD PANEL 4 5
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I ,_J -I NEL PROPOSED CLEARWIRE QUAD PA 4 L ANTENNA AND RRU MOUNTED ON ~R=F--,-1:-t=c---;1
_PRlPOSED \IPE MOrNT ··~ •.
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DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ' I
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4400 CARil_LOt..J PO:NT
f<IRKLAND, \/'{A 9803?i
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f'ACiFIC T L "'' -• -E Eco " S::ER"ICE· c;,
LLC
5G8 Firs+ Avenue S,, Suite 650
Seattle, WA. 38i04.
Phone: (206) 342-9000 Fox: (206) 903-8513
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NO. DLI.T >-T "I '-DESCRIPTim~ INITIAL
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OJ 23 10 PRELiM!NARY CONSTRUCTION DRAWINGS WJR
04-01 10 FiNAL CONSTRUCT:ON DF'AWiNGS WJR
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~JOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHr.ET TITLE
NEIGHBORHOOD DlTAIL MAP
SHEET NUMBER
P ity Of Repi -]_. I
Pia rming Div1.siro n
JUN 2 3 LO W
-----------Ii NOTE~. -Ji
I I 1. ANTENNAS AND MOUNTING Hl'.RDWARE TO BE
·1 PAINTED TO MATCH EXI ST IN G WATER TANK l -. 2 . AL L DIPLEXORS TO BE=R=E=~=10=V=ED======~
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PROPOSED PIPE MOUNT
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CABLE AND ( 1l RUN OF 1 /2"0 COAX TO BE
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EXISTING WATER
TANK STAIRS
EXISTING 11 o· -o"
WATER TANK
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'---EXISTING CLEARWIRE MICROWAVE
DISH (TO RE MAIN)
\_--EXISTING Cl.F.ARWIRE PMJEL ANTENNA
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EXISTING CLEARWIRE
MICROWAVE DISH (TO REMAIN)
EXIST ING CLEARWIRE UNDERGROUN C CONDU IT CONTA INING (3) RUNS FIBER
CA BLE AND (1) RUN OF 1/2"0 COAX TO RUN ALONG EX ISTING CLEARWIRE@
CONDUITS . G.C, TO VERIFY THAT CONDUIT RUN SHALL NOT RUN STRAIGHT _ 7
TO THE RESERVO IR CABLE TRAY. DUE TO THE RESERVOIR FOUNDATION,
TH E CONDUIT CANNOT REMAIN COVERED AND ACCESS THE TANK EXCEPT
VIA THE EXISTING CLEARWIRE TRENCH BOX
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PROPOSED CLEARWIRE@
6' ··0"0 MICROWAVE 7
DISH MOUNTED ON RF -1
EXISTING PIPE MOUNT
MW °) 94, 1167'
EXISTING CLEARW IRE /
MICROWAVE DISH (TO REM ,;'1~/ :. •• ~-
~--EXISTING CLEARW IRE PANEL . '
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PROPOSED CLEARWIRE QUAD PANEL/
ANTENNA AND RRU MOUNTED ON
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EXISTING CLEAR IVIRE
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EX ISTING CLEARWIRE UN DERGROUND CONDUIT CON TAINING (3) RUNS FIBER
CABLE AND (1) RUN OF 1/2"0 COAX TO RUN ALONG EXISTING CLEARIVIRE@
CONDUITS. G.C. TO VERIFY THAT CONDUIT RUN SHA LL NOT RUN STRAIGHT 2 7 TO THE RESERVOIR CABLE TRAY. DUE TO THE RESERVOIR FOUNDATION,
THE CONDUIT CANNOT REMAIN COVERED AND ACCESS THE TANK EXCEPT
VIA THE EXISTING CLEARWIRE TRENCH BOX
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ANTENNA AND RRU (TO REMAIN)
Nortr-~D t,E de'.em;incJ by
site sorv~y (if oossib!e ).
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24"x36" SCALE: 3/16" = 1 '-0"
11"x17" SCALE: 3/32 " = 1 '-o" s· s· 4' 3· 2 · 1' o" 6' PROPOSED ENLAR.G El) SITE PLAN 2 24"x36" SCALE : 3/16" =
11"x17 " SCALE: 3/32" =
1'-0"
1 '-0" ~----~ 6' s· 4' 3' 2· 1 · o" 6' EXISTING ENLARGED S!TE PLAN 1 1
TH E l~IFORMATION CONTAINED IN THIS SE T OF CONSTR UCTION DOCUMENTS IS PROPRIETARY BY NATU RE. ANY USE OR DISCLOSURE OTHER THA N THAT WH ICH RELATES TO CARR IER SERVICES IS STRICTLY PROHIBITED ,
' .---
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•
4400 CAR ILLON POINT
KIRK LA ND, WA 98033
-I E -
PACIFIC TELECOM SERVICES,
LLC
568 First Avenue 5., Suite 650
Seattle, WA. 98104
Phone: (206) 342-9000 Fax: (206) 903-8513
8828 REGISTERED
, ARCHITECT '
RICHARf£:ft~
NO.
1
2
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STATE OF WASH!NGTON
EXPIRATiON DATE OF THE
LICENSE: 08i3!J/i0
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OJ-23 -10 PRELIMINAA'Y CONSTR UCTION ORA\I\NGS
04-0 1-10 FINAL CONSTR UCTION DRAW IN GS
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WJR
WJR
NOT FOR CONSTRUCTION UNLESS
L4BEL.ED AS CO NSTRUCTI O:~ SET
S u E'-~ 'T!TLF I I t. t , , -·
ENLARGED SIT E PLANS
SHEET NUMBER
--· A 2 ~1tYot Fl -
Planning Di~'-on
JUN 2 .1 zaro
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I r NOTES:. I
i I l I L ;~NTEN_NAS AND MOUNTING HPRDWARE TO BE i
[ I Pft.J NrED IO MATC H EXISTING WATER TA!,K
i l 2 . _ALL DIPL'"XORS ro BE REMOVED
EXJS T!NG CL!:ARWtRE
MICROWAVE DISH (TO REMA IN)--""
EXISTING CLEARWIRE
MiCROWAVE DtS H (TO REMAlt,) --~
Ri\D CEN TE.R OF PROF'OSED ~-
,t, CLEARW!RE 6' -0 "0 M!CR OWAVE JJ!SH __
'l""53 ' ·-4" AGL
RA D CENTER or· PR OPOSE D
.1,c:_LEARW!RE PANEL. ANTENNA.
~81'-o" AGL
5 PROPOSED CLEARWIRE QUAD PANEL
1.--'c........iANTENNA AND RRU MOUNTED ON
RF··· 1 PROPOSED PIPE MOUNT ·····-···----------
OOS PROPOSED Cl.EARWIRE QUAD PANEL
· -'ANTENNA AND RRU MOUNTED ON
f-1 PROPOSED Pl?E MOUNT --------/,
EXISTING CLEARW!RE PAN EL. ANTENNA J/
AND RRU (TO REMAIN) _________ / I
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-·-·-··-·-t
I ---r --ry PROPOSED CLEARWIRE 6 ' -0"0 MICROWAVE /
·~-1 DISH MOUNTED ON EXISTING PIPE MOUNT ---~-
--·--------
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TOP C c EXISTl'-"G WATER TANK~
110' -0" AGL
~--EX ISTING 1 1 o' -o" WATER TANK
.,----EXISTING CLEARWIRE (2)
MICROWAVES DISHES (TO REMA IN)
,.,---EXIST ING CLEARWIRE MICROWAVE
DISH (TO REMAIN)
MICROWAVE DISH (TO REMAIN)
.~
EXISTING CLEARWIRE
~---·R·c-:.-~---:c,.,,-.--il-.1"\-.,,.,,___ ___ ......jll
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'--< I I RRU (TO REMA IN)
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-EX ISTING WATER
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EAST ELEVATION
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EXIST ING CLEARWIRE
MICROWAVE OISH I (TO REMAIN)--
!
EXISTING CLEARl'/IRE
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.,----EXISTING CLEARWIRE (2)
MICROWAVES DISHES (TO REMAI N)
,.,---EXISTING CLEARWIRE MIC ROWAVE
DISH (TO REMAIN)
MICROWAVE DISH : (TO REMAIN) ~
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i i MICROWAVE DISH (TO REMAIN)
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EXISTING CLEARWIRE PANEL ANTENNA
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EAST ELEVATION
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4400 CARILLON POINT
KIRKLAND, WA 98033
-
PACIFIC TELECOM SERVICES,
LLC
555 Firs:i twenue S., Suits 650
Secttie , WA. 98104
Pho n€: (206) 342-9000 Fox: (20 6) 903-8513
NO.
EXPIRP.TiON DATE OF THE
LICENSE: 08/30110
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DAT[ ! DESCl<!PTION
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2 D4-01 --10 FI NAL CONSTRUCTiOr~ DRAWINGS
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-~-----
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NOT FOR CONSTRUCT:ON UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
EXISTING & PROPOSED EAST ELEVATION
SHEET NUMBER
~~:::~~:: ~~;~~ ~ ;~;; .. = = 1 ·1~~~.. ~ 6' ~~---~----------------------;P-::R-;.-:::O~P~O:::::S-;=:E-;=:l)~E:--;A~S::;T;:-;:E~L-;-E::-V-;A:-:T-;::-;IO~N-;r-;:2~h~~;:;;:::~~~;:;--: ~sc~;:;~LE~-:---: 1.; ;1e~(:.-::.=t1 li7'1-::C' ~~~-.. 's·· -:6::::' j4·-:::2.::::o'.ii"iiiiiiiii~8-. ________________ __::--____ E_X_I_ST-1 N-G-' -EA--S-~f_E_L_E_V_.A_T_I_C'_.J .-N1' ,:--]-I C ty o f Ren A -3
THE INFORM,;T!ON CONTA,NED !N THIS SET OF CONSTR UCTION DOCUMENTS IS PROPRIETARY BY NATURE. AN Y USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICT LY PROHIBITED. annrnc 1
" • ·
JUN 2 3 WW
I ~-Q:N~ENNAS AND MOUNTiNG HARDWARE TO BE 'l
PAINTED TO MATCH EX IST ING WATER TANK I
l_ 2. ALL DIPLEXORS TO BE REMOVED
0) PROPO S ED CLEARWIRE 6' -0"0 t-i=1 MICROWAVE DISH MOUNTED ON
'-EXISTING PIPE MOUNT ---~
RA.D CENTER OF PROPOSED
~ CLEARW IRE 6' -0"0 MICROWAV E
83'-4" AGL
EX ISTI NG CLEARWi RE
',
MICROWAVE DISH (TO REMA IN)----
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:--
11---------------------------------
TOP or [XI ST ING WATER TANK ~
11 0'-0" AG L
.,,---EXISTING 110'-Q" WAT ER TANK
,.--------EXISTING CLEARW IRE
MICR OWAV E DISH (TO REMA IN)
-----EXISTING CLE ARWIR E
PANEL ANTENN/, TO AND
RRU (TO REMAIN)
EX ISTING WATER
TANK STA IRS
RAD CENTER OF PROPOSED
CLEAR WIRE PANEL ANTENNA
81'-o" AGL
n i n GRA DE. --_______________ LL.l-L-Cl-il___LL.l....L.J.....J....L.L.l.--LL-L.L...LL...J--L...LL...l...L.L..L_L...L.J--L.LJ....L.l...L.l.L..L.L.l..L..l..~--------,---:,---,-------,-----,,.=::..::c:....q,;.
ASS UMEC o· o" (108'-o" A,I S L)
NORTH ELEVATION
,
TO P OF EX IST IN G WA TER TAN~
11 0 ' -0 " AGL
.,,---EXISTING 11 c' -o" WATER TANK
I\ /,.--------EXISTING CLEARWlRE
MICROWAV E DIS H (TO REMA IN)
/ _/ I }
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EXISTING CLEARWIRE / t
MICROWAVE DISH (TO REMAIN)-_,
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NORTH ELEVATION
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·· EX ISTI NG CLEARW!RE
PANE L ANT ENNA TO AND
RRU (TO REl,!A!N) =-, ~EXISTING WATER
1 '/ TA NK STAIRS
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4400 CAR ILLON POINT
KIRKLAND , WA 98033
; -
PACIF,C TELECOM SERVICES,
Ll.C
56B Firs+ Av e ntie S., Suite 650
Sea ttle, WA. 981 04
Phone: (206) 342 -9000 Fa x: (206) 903-8513
~28 \ REGISTERED ...-t ARCHITECT (\ • , , /)A,mjd(f'
I ~ /\}(' . ICHARD'B. HALL
TATE OF WASHINGTON
EXP IRAT ION DATE: OF THE
LICENSE: OB/3 0/10
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1 03-23-10 PRELIIJ INAAY CONSll<UCTION ORAl',qNGS WJR
2 04-01 -10 FI NAL CONSTRUCT ION DR AWINGS WJR
.
NOT FOR CONSTRUC TION UNL ESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
XIS TIN G & PROPOSED NORTH ELEVATION
r SHEET NUMBER
fXISTING NOR TH EL EV A.TION I l e: 0 or a •• A-5
-------'=---.....:
I 24"x36" SCALE: 1 /8 " = 1 '-0" 2 24"x3 6" SC ALE: 1 /8" = 1 '-0"
11"x17" SCALE: 1/16" = 1'-0" 4 ' 2· o" s' PR.OPOSED NOR.Tl-I ELEVATION 11"x17" SCAL E: 1/16" = 1'-0" s· 5' 4' 2' o" 8'
THE INFORMATION CONTAINED IN THIS SET OF CONSTRU CTION DOCUMENTS IS PROPRIETARY BY NAT UR E. ANY USE OR DIS CLOSUR E OTHER THAN TH AT WHICH RELATES TO CARRIER SERV ICES IS STR ICTLY PRO HIBITED .
JUN 2 3 ?O iD
,--···-·-
1------
\--
EXISTING CLEARWIRE
MICROWAVE DISH TO REMAIN --~--
EXISTING CLEARWIRE PANEL ANTENN,\
AND RRU (TO REMAlol)
(2 j PROPOSED, CLEARW,RE (3( RUNS
\A-.,, FIBER CABLE AND (1) RUN OF
"-/ 1/2"0 COAX TO BE ATIACHED TO
EXISTING CONDUIT ATTACHMENT--"
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------~----1-----
SOUTH ELEVATION
. -·----~_?~ OF F X i STNG \VA-ER l,\LK _;._
11 O' -0" AGL V
11 O' -0" WATER TANK
_,,---EXISTING CLEARWIRE MICROWAVE
DISH (TO REMAIN)
PROPOSED CLEARWIRE 6'-0"0 @
MICROWAVE DISH MOUNTED ON R;-l
EXISTING PIPE MOUNT
RAD CENTER OF PROPOSED
CLEARWIRE 6' -0"0 MICROWAVE DISH
83'-4" AGL
RAD CENTER OF PROPOSED
CLEARWIRE PANEL ANTENNA~
81'-0" AGL
~-EXISTING CLEARWIRE
MICROWAVE DISH (TO REMAIN)
EXISTING CLEARWIRE PANEL ANTENNA
TO AND RRU (TO REMAIN)
~-PROPOSED CLEARWIRE QUAD PANEL
ANTENNAS AND RRU MOUNTED ON
PROPOSED PIPE MOUNT
~ ~
PROPOSED CLEARWIRE QUAD PANEL
ANTENNAS AND RRU MOUNTED ON
PROPOSED PIPE MOUNT
~ ~
EXISTING WATER
TANK STAIRS
I
EXISTING CLEARWIRE
MICROWAVE DISH HD REMAIN
I
EXISTING CLEARWIRE PANEL ANTENNA
E 3 ·-·-.. ----·--·--·-.. --.. --.. ·--·
~----------------J'-·<""'---------l+--11
( ' n--·
AND RRU (TO REM f lN) ___ _,,,c::__-1Hi~L-------------------------411D>~
I
...... _______________________ _
TOP OF D IST IN(; W,4TEF'. TALK ~·
11J'-D" A8L
~--EXISTING 110'-0" WATER TANK
~--EXISTING CLEARWIRE MICROWAVE
DISH (TO REMAIN)
' EXISTING CLEARWiRE
MICROWAVE DISH (TO f<EMNN)
EXISTING CLEARW !RE PANEL ANTEN NA
TO AND RRU (TO fsDAA'ri)
EXISTING WATER
TANK STAIRS
GRAD ·:: ,
-------,----------'-'-~-"---'-'-"--'-"--'-L...J...-'-'-'-...J._-'--L...J...--'--'-.!.....L--'---'---'-J_IL.JiL..l.--'---'-L..L--'--L..l.--'--LL.LL-'-l..l..JLL-______ A_s~~,u-~-1 E_J_o_' --o .-. _(_H _ _,,,s-,-._-o....:c,, .t~i1SC;-~-
SOUTH ELEVATION
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4400 CARILLON PO !NT
KIRl<LAND, WA 98033
+ i ! ' PAC IFiC TELECOM SERVICES,
LLC
5GB Firs t Avenue S., Suite 650
Seattif1, WA. 98104
Phone: (206) 342-9000 rc:x: (206) 903-851 3
REGISTERED
ARCHITECT
EXPl:~TION DATE OF THE
LICENSE: 0Bi30/10
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2 04--0!-10 FINAL CONSlRUCTION DRAW 1 NGS WJR
-
NOT FOR CONSTRUCTION UNLESS
LABELED AS CONSTRUCTION SET
SHEET TITLE
:XISTING & PROPOSED SOUTH ELEVATION
SHEET f\JUMBER
24"x3 6 " SCALE: 1/8" = 1'-0" 24"x36" SCALE: 1/8" = 1'-0" ---------------------------------------·---,--· 1 J,\ -6
11 "xl7" SCALE: 1/16" = 1'-0" o" --·i· PR.OPOSEDSOUTI![LEVATION 2 1l"x 17 • SCALE: 1/16" = 1'-0" ---~ EXISTINGS0UTt1ELEV/\Tl()T'11 lC Y )fRento .\_ .
~T;'.;HE;'""';l:N~FOllR:;;M;,A;:;,T7,'.10;7N7'°rC~O;;:N;;:'TAA11;::;N~ED;;"";l;::;N-TTIH';;,l~S-:S;;;ET~,-;;O:;:"F"':c:-::o11N;S:;iT;R~U~CTITl7iO;::;N~DO;::C;::;U-;;'MWEC1.NJ1T~S~IS'"P~R7iOPPRR;;:IE;:'.T/hl,R;::Y;-;;8;;:Y-N;:;'A;;iTnuicR:;:E-. --;;A-;::;N;;:Y~u"T.s:;';E'.""";=O;;;R;"";;D:;';IS;C:;-L;::O;SU-;:R;;;E'.""";=O;:;T:;::H~E;;'R-:T;;:H;';A:;"N;-:;::TH:;"A;::;T:-:;:W;;:H:;;IC::';'H7-;:R:;:E;-LA;::;T:;;E~S-T;:;O::;-;C~A:;;R:;;R:;;:IE:;;R;-;:S~ER;;;V-;;IC~E;:;S::-;:IS~S~T:,;;R~IC~T7'.LY~P~R~O:;"H;;;l8:;;IT;:;E~D~.;;;......:.....:.,__;_;:_..:_.;.:;__:...._,:;,_.;;_ ____ .;;_ ___________________________ _:::_=:..;_.:.:__:::._:::_:::.:::..:_:.;__:=.:~.:_::.:_:.:.:_:_:J_, __;~i,,n,ri··.,.,_!'/"€-"1. l'i:;n=-----------1
JUN • •1 ?LJ''" 4,..,.., -',U
,,
·-------------------------------------------------------------~----···,
.-------------,..~--.. ~--.,=~....:-.c-.-
(~)
CELL ONE ATER_ TANK
WA-SEA096S09.1
r-;;:~0-I t"r-~:1 . IN F-C"'i:Z ,., /( A. ·r-.lON1
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.·-PROJri.'cT oE'sZR!PTION:~---, -
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CLEI\RWIRE PROF'OSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATIONS FACILITY BY ADDING THREE
QUAD PANEL ANTENr-1.AS l'ND (3) PRU'S ON ~IEW MOUNTS AND ADDING (1) 6'-0"0 MICROWAVE DISH ON AN
MOUNT OM EX!STIMG IJV,6-TER TA!~K
(3)
EXISTING
i !
Clt.ARWll<E, LLC
4400 CARILLON POINT
KIRKLAND, WA 950:13 I i CONTACT: i<RIS CON./\XIS
, PH: (206) :J10-6732
!I CODE INFORMATION:
ZONlfiG CLASSIFICATION: R-8
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BUILDING CODE: 2006 IBC
COi~STRUCTION TYPE: IIB
OCCUPANCY: "S=2 ~:,,~.
v,._;(0
JURISDICTION: CITY OF RENTON
CURRENT USE: TELECOMMUNICATIONS FACILITY
PROPOSED USE: TELECOMMUNICATIONS FACILITY
TEL.CO COMPANY:
QWEST
PH:(303) 787-3557
POWER COMPANY;
SEATTLE CITY LIGHT
PH: (206) 622-8'533
SITE LOCATION: (B/,;i_ED ON t>IAD 83};
LATITUDE: ,,7• 29' 2.3.298" N
LONGITUDE: '122' 13' 51.06" W
TOP OF STRUCTURE AGL: 11 O' -0"
BASE OF STRUCTURE AMSL: 108' --0"
PARCEL. NLIMBEPJ.s);
12.2.304901 G
AREA OF PARCEL:
1.85 ACRES
PROJECT__AREA:
N/A
J?ROPERTY OWNER:
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98055
CONTACT: THOMAS MALPHRUS
PH: (42:,) 430-7313
W.1\TER TANK OWNER:
CITY OF RE~ITON
1055 SOUTH GRADY WAY
RENTON, WA 98055 _
CONTACT: THOMAS MALPHRU~
PH: (425) 430-7313 . .
PROJECT LEAD:
CONTACT: SHERRI BATEMAN
PH: (425) 241-0085
SITE ACQUISITION:
CONTACT: RACHEL TITUS
PH: (206) 851-9477
PERMITIING:
'
COfHACT: JENNIFER TAYLOR
PH: (425) 274-4444 X141
CONSTRUCTION:
CONTACT: TRACY WEBSTER
PH: (206) 330-1725
\
GENFRAL INFORMATION:
1. PARKING REQUIREMENTS ARE UNCHANGED.
2. TRAFFIC IS UNAFFECTED.
3. SIGNAGE IS PROPOSED.
4. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED.
I f)R_OJEc·r· TE.Nv\
fEBoJECl:-Af~CHITECT I RICHARI~ B. HALL. AIA -
I PACIFIC TELECOM SERVICES, LLC
·1 I 568 FIRST AVENUE. S., SUJTE 650
I I. SEATILE, WA 95104
CONTACT: PAUL DANNE:BERG
PH: (20G) .375--3798
1
I u~AI!_: PDANi~EBEF,G@PTsw,1.coM
I I
---·--------·---------------------1
PROJECT C0t:1S(JLTANT
l~EALCOM ASSOCIATES, LLC
14432 SE EASTGNE WAY
SUITE 260
BEL.l.EVUE, WA 98007
STRUCTURAL ENGINEER:
PACIFIC TELECOM SERVICES
568 FIRST AVENUE, S., SUITE
SEATILE, WA 98104
CONTACT: CHRIS NICKERSON
PH: (206) 464-4415
650
VICINIT'Y MAP
Seattle
· Leo St
U)
~
jS .,c.,
-14411", ~11
~
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ctJ :3 1·lt:tr1 St • -1:
.c S-.. l20!h St zg (/"J
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1-'~lk
12603 82ND
RENTON, WA
L.ikCridye ·-
P~1 k
r.;:, ~-~ q:-ot;,
-E ::9
,2 {()
'~; 8 112tr St
CD
AVE S
98178
,B.-y-11 M<1wr
S 1·16th Pl
tD
·J.• ;J
-1 S·:117th St ~. ;'..
£ S l'fnit P1 '!',
~. S ·J 18!h SI
V/
f: 1LO:h '31
S 12\st S!
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s·n2nd St .s 1'• ' "'hh .St
S l'35th St
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.N 7th St -~
t::)" ,"i:
DRIVING DIRECTIONS
lake
W;1sf11nyto1c
~-~:3 7th St
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DEPART SEATAC ON LOCAL ROAD(S) (WEST). TURN LEFT (SOUTH) ONTO SR-99 [INTERNATIONAL BLVD]. TURN LEFT (EAST)
ONTO S 200TH ST. TURN RIGHT (SOUTH-WEST) ONTO MILITARY RD S. TURN RIGHT (WEST) ONTO RAMP 1-5 / SEAHLE.
MERGE ONTO 1-5 (NORTH). AT 1-5 EXIT 154, TURN OFF ONTO RAMP 1-405 / WA-518 / BURIEN / RENTON MERGE ONTO
1-405 (EAST). AT 1-405 EXIT 2, TURN OFF ONTO RAMP WA-167 / RENTON / AUBURN MERGE ONTO SR-167 [VALLEY
FWY] (NORTH) CONTINUE (NORTH) ON RAINIER AVE S. TURN LEFT (WEST) ONTO SR-900 [SW SUNSET BLVD]. TURN RIGHT
(NORTH) ONTO HARDIE AVE SW. TURN LEFT (WEST) ONTO RENTON AVE S. TURN RIGHT (EAST) ONTO S 128TH S. TURN
LEFT (NORTH) ONTO 82ND AVE S. ARRIVE 12603 82ND AVE S, SEATILE, WA 98178
APPROVAL DATE SIGNATURE
CLEARWIRE:
LANDLORD:
CONST:
S/A:
R.F.:
ZONING:
A&E:
R.F.:
REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
ORA WING INDEX
SHEET DESCRIPTION
T-1
G-1
A-1
A-1.1
A-2
A-3
A-4
A-5
A-6
A-7
RF-1
RF-2
RF-3
TITLE SHEET
GENERAL NOTES
SITE PLAN
NEIGHBORHOOD DETAIL PLAN
ENLARGED SITE PLANS
EXISTING & PROPOSED EAST ELEVATIONS
EXISTING & PROPOSED WEST ELEVATIONS
EXISTING & PROPOSED NORTH ELEVATIONS
EXISTING & PROPOSED SOUTH ELEVATIONS
COAX DETAILS
RF INFORMATION AND DETAILS
SWEEP TEST
ANTENNA SPECIFICATIONS
ABBREVIATIONS
A/C AIR CONDITIONING HORZ HORIZONTAL
AGL ABOVE GROUND LEVEL HR HOUR
APPROX APPROXIMATELY HT HEIGHT
HVAC HEATING
BLDG BUILDING VENTILATION
BLK BLOCKING AIR CONDITIONING
CLG CEILING ID INSIDE DIAMETER
CLR CLEAR IN INCH
CONC CONCRETE INFO INFORMATION
CONST CONSTRUCTION INSUL INSULATION
CONT CONTINUOUS INT INTERIOR
IBC INTERNATIONAL
DBL DOUBLE BUILDING CODE
DIA DIAMETER
DIAG DIAGONAL LBS POUNDS
ON DOWN
DET DETAIL MAX MAXIMUM
DWG DRAWING MECH MECHANICAL
MTL METAL
EA EACH MFR MANUFACTURE
ELEV ELEVATION MGR MANAGER
ELEC ELECTRICAL MIN MINIMUM
EQ EQUAL MISC MISCELLANEOUS
EQUIP EQUIPMENT
EXT EXTERIOR NA NOT APPLICABLE
NIC NOT IN CONTRACT
FIN FINISH NTS NOT TO SCALE
FLUOR FLOURESCENT
FLR FLOOR oc ON CENTER
FT FOOT OD OUTSIDE DIAMETER
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GRND GROUND
GYP BD GYPSUM WALL BOARD
PROPRIETARY INFORMi\TlOt',J
1---------------------~---
THE INFORMATION CONTAINED IN THIS SET OF
CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.
ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
LEGAL DESCRJPTIC)I'-J
1---------------·~=..-~,...,.._ .... -=-=
N 198 FT OF SW 1/4 OF SE 1/4 OF SE 1/4 l.ESS W
300 FT LESS CO RD
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PL'(WD PLYWOOD
PROJ PROJECT
PROP PROPERTY
PT PRESSURE TREATED
I REQ REQUIRED
R~ ROOM
RO ROUGH OPENING
SHT SHEET
SIM J SIMILAR
SPEC ) SPECIFICATION
SF SQUARE FOOT I ss } STAINLESS STEEL
STL STEEL ! STRUCT) STRUCTURAL I STD 1 STUD
SUSP SUSPENDED I
' THRU \ THROUGH ! TNNG } TINNED
TYP i TYPICAL I
UNO ' UNLESS NOTED OTHERWISE . ,
~
l VERT l VERTICAL
VIF -~ VERIFY IN FIELD \ I
W/ l WITH !
W/0 WITHOUT
WP \ WATER PROOF
1
i
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' i L---------·----------·-------------...1
'r'HE ii'ffORMATION~c:::.o...:N-:TA~:l:-:N::::ED~l-:-:N-T~H-::i-=:o-:S::;[~T'.'.':O'."."F-:C~O:~N-::,s~T~R:-:U~CT';:,l;:0:N:-D:::-O:::C:::U-::M-::E~N::::T~S'"'7::IS~P::::R:::O;::PR::::l::::ET:;-A::;R::::Y:-;".B:7Y-:N:::A:-:T::-:U::::R::::E-. --:A:::NY:;-:U-::S::-;E~O::::R:--;::D:;:IS:;::C:;-LO;::S;::U-::R::;E~O::;T;-;H;::ER~T'.:"H:-:A::;N-T::::H'7:A:-:T~W::;H:;:IC7H:-;".R';:'E:"'.LA:-:T::::E:::S-T;;O:--::C:-:A::::R:::R::::IE::::R-S;::E;::R~V:-:IC;::E::-;S:-::IS:-;'.S::;T::::Rl::::C~TL:-:Y:--::P::::R::::O::;H:;:IB::::IT;::E::::D-. ______________________________________________ ....i, ___________________ ...J
4400 CN,ILLON POINT
KIRKLAND, WA 98033
C j
PACIFIC TELECOM SERVICES,
LLC
568 First .~venue S., Suite 650
Seattle, WA. 98104
Phone: (205) 342·-9000 Fox: (206) 903-8513
r
--
'
\ RICHARD B. HALU
~TEO~
EXPIP,r\flON DATE OF THE
LiCtNSE: 08/30/10
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NO. DATE DESCRIPTION INITIAL
1 03-23--10 PRELIMINARY CONSTI:UCTION DP.AWINGS WJR ~-2 04--01-10 FINAL CONSTRUCTION DRAWINGS WJR ., 05-DS-10 SUBMITIA.L SET PHO --
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TJTLE SHEET
;-""""""'-----------! SHEET NUtvlBER
T-1 Cit: o! Renton
1...--------------i;'ll;' .i,ming Division
JUN 2 3 2010
,..,-~-~--·----·~---EE™ii~~~------Ew~CA"iN(rr~-----~~~~~~;:::-:---------:-=-=-:--::-:----------....., G_ENE_F~Al~~~CJJES: PROJECT NOTES: ELECTRICAL NOTES: GROUNDING NOTES.·
1 .• ~LL CONSTRUCTiON .~ND MATERIALS SHALL COMPLY WITH APPROVAL NOTES:
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THE "INTERNATIONAL BUil.DiNG CODE 2006" ANO CITY REINFORCED CONCRETE:
CODE, SHALL MEET OR E><CEED THE STRICTER OF APPLICABLE COUtHY CODES AND RECUIJTIONS, LATEST R-1. CONCRETE: ALL CONCRETE WITH SURFACES EXPOSED
EDITIONS. TO STANDING WATER SHALL BE AIR-ENTRAINED
2. ANTENNAS, CABINETS AND COAXI/\.L CABLE SHALL fJE
PliOVIDED BY CLiErff. CONTRACTOR SHALL
COORDINATE SCH[DULE OF DELIVERY TO AVOID DELAYS.
3. DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AF!EAS, AND
PROPERTY OF OTHERS, DISTURBED DURlt,G
CONSTRUCTION, SHALL BE RETURt,ED TO THE ORIGINAL
CONDITION AT THE COMPLETION OF WORK.
4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER,
TELEPHONE UTIL!TIES, AND THE CONSTRUCTION
MANAGER TO CONFIRM THE SOURCE OF SERVICE PRIOR
TO INSTALLATION OF CONDUITS.
5. FOR CLEARWlllE PROJECTS WHERE THE SITE SUPPORT
CABINET IS ANCHORED TO A CONCRETE SLAB ON
GRADE, EXISTING VEGETATiOi··I A~ID ORGANIC MArERl~.LS
SHALL BE REMOVED FROM THE PROPOSED CONCRETE
PAD AF!EA. FILL SITE TO DESIGN ELD//\TION W!TH
Cl.EA~!, 5/8" Mlr·JUS CRUSHFD ROCK FILL, COMF'ACTED
UNDER CONCRETE PAD TO OBTAIN ~JOT LESS THAN
95% OF THE MODIFIED PROCTOR MAXIMUM DRY
DE,ISITY FOR SOIL IN ACCORDANCE WITH X3TM D557.
6. llEGRilfJE AROUND PAD AS REQUIRED TO ALLOW MAXIMUM
3" OF Pi\D TH!CKNESS, EXTENDING ABOVE GRADE.
7 ALL iNORK SHPtLL BE DONE SATISFACTORY lt\l A
PROFESS1or,AL WORKMAr,LIKE ,\IANNEI<, SUBJECT TO
l~ISPECTION DURING THE CONSTRUCTION AND FINAL
APPF<DVAL BY THE CONSTRUCTION MANAGER.
8. ANY ,;UBSTITUT!Oi'IS OF MATERl/>.LS, EQUIPMENT OR
t\LTER/,TIONS FROM THE c'LAi'IS AND/OR SPECIFICATIONS
SH/I.LL BE APP1,0VED BY THF CONSTRUCTION MANAGER.
9. COL.OR SEL.ECTION SHALL BE COORDINAlr~D WITH
COMSTRUCT10N MAN,~GEf~.
10. CONTR1'\CTOR SHALL VERIFY EXISTING CONDITIONS,
DIMENSIONS, AND BRING DISCREPANCIES TO THE
ATIENTION OF THE CONSTRUCTION MA~IAGER.
11. COf'ffRACTOR SHA.LL CONTACT SUBSURFACE UTILITY
LOCATOR FOR EXACT LOCATION OF EXISTl~IG UTILITIES
PlilOR TO COMMENCEMENT OF CO~ISTRIJCTION '
ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING
UTILITf LOCATIONS BY TEST PIT, AS NECESSARY.
LOCATION OF UTILITIES SHOWN ON PLA~I ARE
APPROXIMATE ANO FOR PLANNING PURPOSES ONLY.
12. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS
FOR THIS PROJECT Ff<DM ALL APPLICABLE
13.
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16.
GOVERl"MENT AGENCIES. CONTRACTOR SHALL rJE
RESPONSIBLE fOR ABIDING BY ALL THE CONDITIONS
AND REQUIREMENTS OF THE PERMITS.
TOWER /\ND TOWER FOUNDATIONS ARE SHOVm FOR
ll.LUSTRATIVE PURPOSES ot,LY.
CONTR.>'\CTOR SHA.LL VISIT THE PROJECT SITE TO VIEW I\U_
CONDIT!OflS f'R!OR TO sumli!TTl~iG l:JID. 1,NY CHANGES
DURING--CONSI[iUCTION ViSU.h.LL.Y ASCERTAINABLE F'RIOR
TO SUtlMI ITiNG BID, CANNOT BE TH[ 81\S!S FOR A
CHANGE ORDER.
COAi ALL SURFACES WITH NO--OX WHERE DiSSIMILAR
MET,;LS CONTACT.
CONTRACTOF, SHALL REMOVE ALL DEBRIS ,\e'D EMPTY
COAX REELS FROM THE SITE UPON COMPLETION OF
THE PROJECT.
WITH AN AIR-ENTRAINING AGENT CONFORMING TO
ASTM C260, C494, AND C618. TOTAL AIR
CONTENT FOR FROST -RESISTANT CONCRETE SHALL
BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE
INTERNATIONAL BUILDING CODE. EXPOSED
CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH
OF 3000 PSI AT THE END OF 28 DAYS. NO
SPECIAL INSPECTION IS REQUIRED FOR 3000 PSI
INSTALLED SOLELY TO SATISFY EXPOSED
CONCRETE REQUIREMENTS.
R-2. PREPARATION, TESTING, AND PLACING OF CONCRETE
AND REINFORCEMENT SHALL BE PER ACl-318
BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE, LATEST EDITION.
R-3. REINFORCING BARS SHALL HAVE A MINIMUM YIELD
STRENGTH OF Fy = 60,000 PSI AND SHALL
COMPLY WITH ASTM A615.
R-4. PROVIDE MINIMUM CONCRETE COVERAGE FOR
REINFORCING STEEL OF 3".
DESIGN:
D-1. DESIGN IS IN ACCORDANCE WITH THE INTERNATIONAL
BUILDING CODE 2006.
D-2. EQUIPMENT CABINET LOADING PER CLEARWIRE
STANDARD EQUIPMENT.
D-3. DESIGN LOADS: WASHINGTON STATE
A. 100 MPH WIND SPEED
3 SECOND GUST
CATEGORY 2 IMPORTANCE FACTOR 1.0
EXPOSURE CATEGORY C
B. ALL OT~ER LOADS ARE PER ASCE 7-02
STRUCTURAL:
S-1. DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL
IN ACCORDANCE WITH AISC, SPECIFICATION FOR
DESIGN, FABRICATION AND ERECTION OF
STRUCTURE STEEL FOR BUILDINGS.
S-2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE
AISC SPECIFICATION FOR STRUCTURAL STEEL FOR
BUILDINGS -ALLOWABLE STRESS DESIGN AND
PLASTIC DESIGN, 9th EDITION.
S-3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH ASTM
A53. TYPE E OR S, GRADE 8, Fy = 36KSI.
ALL WIDE FLANGE SHAPES SHALL BE ASTM A992.
GRADE 50. ALL STRUCTURAL SHAPES AND PLATE
SHALL COMPLY WITH ASTM A36.
S-4. WELDING.:. ALL WELDING IS TO BE DONE BY
" PRE-QUALIFIED WELDERS HOLDING CURRENT
CERTIFICATE FROM A RECOGNIZED TESTING
\
LABORATORY. ALL WELDS SHALL BE 3/16"
MINIMUM FILLET WELDS U.O.N. ELECTRODES SHALL
BE E70XX.
S-5. THERE "SHALL BE NO FIELD WELDING.
S-6. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE
NON-EXPANSIVE, NONMETALLIC GROUT WITH A
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
5,000 PSI WHEN TESTED IN ACCORDANCE WITH
ASTM CODE C109. FORMS SHALL BE PLACED
AROUND BASE PLATE AND THE STRUCTURAL
GROUT SHALL BE POURED. NO DRY-DAMP
PACKING.
S-7. ANCHOR BOLTS AND ALL-THREAD RODS SHALL COMPLY
WITH ASTM A36, UNLESS OTHERWISE NOTED. ALL
OTHER BOLTS AND NUTS SHALL COMPLY WITH
ASTM A325. ALL BOLTS SHALL BE HOT-DIPPED
GALVANIZED.
S-8. ALL EXPOSED STEEL SHALL BE HOT-DIPPED
S-9.
GALVANIZED AFTER FABRICATION PER ASTM A 153
OR A123.
APPLY TWO COATS OF ZINC-RICH RUST-OLEUM #2185
PAINT TO ALL FIELD DRILLED HOLES AND CUTS.
GRID-GUARD EPOXY #5465 COATING SHALL BE
APPLIED TO ALL AREAS WHERE GALVANIZED
SURFACES NEED TO BE RECONDITIONED
INCLUDING ALL WELD AREAS. ,
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE
REQUIREMEN.(S OF THE NATIONAL ELECTRICAL CODE
(NEC) AS WELL AS APPLICABLE STATE AND LOCAL
CODES.
2. ALL ELECTRICAL ITEMS SHALL BE UL APPROVED OR LISTED
AND PROCURED PER SPECIFICATION REQUIREMENTS.
3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL
DESCRIBED BY DRAWINGS AND SPECIFICATIONS
INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE,
OPERATING AND APPROVED ELECTRICAL SYSTEM.
4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND
IS RESPONSIBLE FOR OBTAINING SAID PERMITS, AND
COORDINATION OF INSPECTIONS.
5. ELECTRICAL AND TELCO WIRING BETWEEN CABINETS SHALL
RUN IN EMT OR SCHEDULE 40 PVC (AS PERMITIED BY
CODE).
6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND
EXPOSED TO WEATHER SHALL BE IN WATER TIGHT
GALVANIZED RIGID STEEL CONDUITS AND WHERE
REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR PVC
WHERE LOCAL CODES AND SITE CONDITIONS PERMIT.
7. ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW,
THWN, OR THIN INSULATION.
8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY
DEMARCATION POINT AND EXISTING METER SOCKET AS
LOCATED ON THIS DRAWING IN PVC, PROVIDE FULL
LENGTH PULL ROPE. COORDINATE INSTALLATION WITH
UTILITY COMPANY.
9. RUN TELCO CONDUITS BETWEEN TELEPHONE UTILITY
DEMARCATION POINT AND EXISTING TELCO CABINET AND
CLEARWIRE CABINET AS INDICATED ON THIS DRAWING IN
PVC. PROVIDE FULL LENGTH PULL ROPE IN TELCO
CONDUIT.
10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R
ENCLOSURE.
11. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
APPLY FOR COMMERCIAL POWER IMMEDIATELY UPON
RECEIVING AWARD OF BID. THE GENERAL CONTRACTOR
IS REQUIRED TO KEEP ALL RECEIPTS FROM THE POWER
COMPANY ACKNOWLEDGING APPLICATION FOR POWER
AND THOROUGH DOCUMENTATION OF ANY DISCUSSIONS
WITH THE POWER COMPANY THEREAFTER. ALSO, THE
GENERAL CONTRACTOR SHALL RECEIVE IN WRITING FROM
THE POWER COMPANY AS TO WHEN THE ANTICIPATED
POWER CONNECTION WILL BE COMPLETE. IF
COMMERCIAL POWER IS NOT AVAILABLE BY THE "POWER
COMPLETE" DATE AS CALLED OUT IN THE
SPECIFICATIONS, A GENERATOR SHALL BE SUPPLIED AND
MAINTAINED BY THE GENERAL CONTRACTOR UNTIL
COMMERCIAL IS OBTAINED, ALL COSTS ASSOCIATED WITH
THE GENERATOR WILL BE MUTUALLY AGREED UPON
BETWEEN THE OWNER AND GENERAL CONTRACTOR IN
THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO
TAKE THE N~CESSARY MEASURES AS DESCRIBED HEREIN
TO SECURE POWER BY THE POWER COMPLETION DATE,
THEN ALL COSTS ASSOCIATED WITH THE GENERATOR
SHALL BE BORNE BY THE CONTRACTOR.
1. AN ANTIOXIDANT COMPOUND SHALL BE APPLIED TO ALL
EXTERIOR, ABOVE GRADE, MECHANIC, GROUND
CONNECTIONS.
2. CONTRACTOR SHALL SUPPLY ALL MATERIAL, LABOR, AND
EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS
INTENDED HEREIN UNLESS OTHERWISE NOTED.
3. ALL EXTERNAL GROUND CONDUCTORS SHALL BE #2
AWG, BARE, SOLID, TINNED COPPER UNLESS
OTHERWISE NOTED.
4. ALL GROUND CONNECTIONS SHALL BE MADE WITH
EXOTHERMIC WELD PROCESS UNLESS OTHERWISE
NOTED OR APPROVED. ALL CONNECTIONS SHALL BE
MADE AT DESIGNATED LOCATIONS ON THE
EQUIPMENT.
5. EXACT LOCATION OF GROUND RODS AND GROUND
CONNECTION POINTS SHALL BE DETERMINED IN THE
FIELD, ADJUST LOCATIONS AS REQUIRED TO KEEP
GROUND CONNECTIONS AS SHORT AS POSSIBLE (9"
MIN. BEND RADIUS AND 90 DEGREE MAX BEND
ANGLE). ALL BELOW GRADE GROUNDING SHALL BE
INSPECTED AND APPROVED BY CONSTRUCTION
MANAGER PRIOR TO BACKFILLING.
6. ALL GROUND COMPONENTS SHALL BE INSTALLED WITHIN
THE CONFINES OF THE FENCED AREA. ANY
METALLIC ITEMS WITHIN 6' OF THE GROUND RING
SHALL BE BONDED TO THE GROUND RING.
GROUNDING REQUIREMENT NOT SHOWN ON PLANS
ARE WAVEGUIDE HATCH COVER / PLATE, CABLE
TRAYS, SUPPORTS, SERVICE PANELS, DISCONNECT
SWITCHES, HVAC UNITS ETC. THESE ITEMS MUST BE
GROUNDED.
7. ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER
THAN 18" SHALL BE PROTECTED AND SUPPORTED
BY A 3/4" PVC SCHEDULE 80 CONDUIT SLEEVE
MOUNTED WITH CUC-STRAP SUPPORTS FROM 6"
BELOW FINISHED GRADE TO 6" FROM FINAL
CONNECTION.
8. ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN,
PERPENDICULAR TO FINISHED GRADE, SUITABLE
PROTECTION SHALL BE PROVIDED ON END OF RODS
TO PREVENT MUSHROOMING WITH GROUND DURING
INSTALLATION.
9. GROUND CONDUCTORS SHALL NOT COME IN CONTACT
WITH THE SLAB OR TOWER EXCEPT AS DESIGNATED.
10. THE UTILITY NEUTRAL / GROUND BOND IS TO BE MADE
IN THE METER OR MAIN DISCONNECT SWITCH NOT IN
AfS. '
11. ALL EQUIPMENT SURFACES TO BE BONDED TO
GROUNDING SYSTEM SHALL BE STRIPPED OF ALL
PAINT AND DIRT, CONNECTIONS TO VARIOUS METALS
SHALL BE A TYPE AS TO NOT CAUSE A GALVANIC
OR CORROSIVE REACTION AREA SHALL BE REPAINTED
FOLLOWING BONDING.
1. ALL APPROVALS REFERENCING "APPROVED BY THE
CONSTRUCTION MANAGER" TO BE COORDINATED WITH
KEVIN KITCH (425) 306-3909.
2. ALL ITEMS SUBMITIED TO THE CONSTRUCTIDr1 MANAGER
FOR APPROVAL MUST ALSO BE SUBMITIED TO THE CiTY
OF RENTON FOR REVIEW AND APPROVAL.
CITY OF RENTON
1055 SOUTH GRADY WAY
RENTON, WA 98055
CONTACT: THOMAS MALPHRUS
PH: (425) 430-7313
PAINTING REQUIREMENTS:
1. SUBMIT THE FOLLOWING: COATING SUPPLIER, LOCAL
REPRESENTATIVE, AND MANUFACTURER'S TECHNICAL DATA
SHEET FOR EACH SPECIFIC PRODUCT.
2. PAINT REPAIR SYSTEM:
-SURFACE PREPARATION: CONFORM TO CURRE~IT
STEEL STRUCTURES PAINTING COUNCIL (SSF'C):
SOLVENT CLEAN (SP1) FOLLOWED BY POWER TOOL (SP3)
-PAINT MATERIAL AND THICKNESSES: 1 COAT EPOXY
PRIMER, 3 MDFT AND 1 COAT POLYURETHANE ENAMFI
FINISH COAT, 3 MDFT. EPOXY PRIMER SHALL BE --
POLYAMIDE, ANTI-CORROSIVE, CONVERTED EPOXY Pl'slMFR
CONTAINING RUST-INHIBITIVE PIGMENTS TNEMEC SERIES
66 OR EQUAL. POLYURETHANE ENAMEL SHALL BE
TWO-COMPONENT, ALIPHATIC OR ACRYLIC BASED -
POLYURETHANE; TNEMEC SERIES 73 OR EQUAL. COLOR
TO MATCH EXISTING ADJACENT SURFACE.
3. DO NOT APPLY PAINT IN EXTREME HEAT, TEMPERATURES
BELOW 40 DEGREES F, NOR IN DUST, SMOKE -LADEN
ATMOSPHERE, DAMP OR HUMID WEATHER.
4. PROVIDE DROP CLOTHS TO PREVENT PAINT MATERIALS
FROM FALLING ON OR MARRING ADJACENT SURFACES.
5. PAINT ALL AREAS WHERE ATIACHMENTS ARE MADE AND
ANY AREAS DISTURBED DURING CONSTRUCTION. cci4T
SURFACES TO BE BOLTED TOGETHER OR JOINED
CLOSELY TO STRUCTURES OR TO ONE ANOTHER PRIOR
TO ASSEMBLY OR INSTALLATION.
6. APPLY COATINGS IN ACCORDANCE WITH PAINT
MANUFACTURE'S RECOMMENDATIONS. ALLOW SUFFIC!EMT
TIME BETWEEN COATS TO ASSURE THOROUGH OR(ING Of-
PREVIOUSLY APPLIED PAINT.
7. CAREFULLY BLEND REPAIRED AREAS INTO ORIGl~IAL Fl~JISH,
_ f::._EAJ~[R. THE EDGES. APPLY ALL COATS lN A MAflNER,
"-WHICH Wlll'-PRESENT A UNIFORM TEXTURE At~D
COLOR-MATCHED APPEARANCE. FINISH SAND AND
TOPCOAT AS REQUIRED. .
8. EVIDENCE OF RUNS, BRIDGES, SHINERS, LAPS, OR OTHER
IMPERFECTIONS SHALL. BE CAUSE FOR REJECTION.
,.,.-., ', ~"'"·
9. LEAVE ALL STAGING UP UNTIL ENGINEER HAS INSPECTED
SURFACE OR COATING. REPLACE STAGING REMOVED
PRIOR TO APPROVAL BY ENGINEER.
..._ ________ ,""""".....,....~'.i'mlis"SET<JFCC~IBIJCllotUlOCWliENTS'isPfWFm~RYB1i°7iAiiJR1:'.'""At;'7"us~3Roisci~iU!i~OTIID:THAl~~TINHICHRllAJE:iTDCA1™ERSERVcrsiissn~rLYPiR01'.iiarmo."'-------------------------------------------------------------·---THE ltJFOF,MIITION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED.
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4400 CARILLON POINT
KIRKLAND. WA 9803.3
PACIFIC TEI_ECOM SERVICES,
LLC
568 F1rs-i Avenue S., Suite 550
Ssattle, WA. 981 04
Phone: (206) .31\.2-9000 Fax: (206) 903-8513
REGISTERED
ARCHITECT
EXPIRATION DlJE OF THE
LICENSE: D8130/10
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SHEET TITLE
GENERAL NOTES
SHEET NUMBER
G-1 City ,f Renton .._ ____________ µi;;~,_...,-~·· ng Division
JUN 2 3 £0!0