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Plans ` i IP • LCW Wireless, LLC dba Cricket LCW 3995 Fairview Industrial Drive SE Lcw Suite 120 Salem, OR 97302 . L Cw \AT • • Phone:503 -315 -7833 1 Fax 503- 318 -7840 � �} l • 4'6. y Alcoa Wireless SITE NAME: Q� ��` Services o 3420 FOSTORIA WAY, SUITE A100 GREENBURG � CC E II F T IGA . Office ($25) 327 0528 �g 'T Y ® 1 'P� f 1 ved .: / s�'dJ7�fb/./r CAS - - -- PROD. NO.: SITE NUMBER: Conditionally Approved........... 4 . CITY OF TICS T to F ollow •••••••••••••••• I. _ DRAWN BY: B.K.U. P D)( -142 -A SUI�DING D IVISION to: ed...... rAr CHECKED BY: R.D.B. PeimkNumber: I. , Address: AY' - SUBMITTALS (GLOBAL SIGNAL SITE No.: GSP 3010691) B COLLOCATION ON AN EXISTING MONOPOLE INSIDE EXISTING PGE POWER SUBSTATIettFICE COPY �X� \1 \ \l1S i'f(IliII!)( . / /J/ \ � 330 00 � 2 5/18/06 100% CONSTRUCTION DRAWINGS 300 p , 60 5/16/06 90% CONSTRUCTION DRAWINGS _ Z e. 0 L/24/06 ISSUED FOR REVIEW -- � 90 0, w = THE INFORMATION CONTAINED IN - 22 120 THIS SET OF DOCUMENTS IS EN A . SIMON 8 ASSOCIATES, INC. SITE GR GREENBURG G s � / // IRfI ' !1 e I ft \`�X\\ USE ORJD CHRELATES IS 605E MCLOUGHLIN BLVD. / /// \ „ \ E1y1111, STRICTLY PROHIBITED. VANCOUVER, WA 98663 SITE NUMBER: MAGNETIC DECLINATION PHONE: 360- 694 -6019 FAX: 360 -694 -6225 - -- �O T4FfSSlO/� PDX - 142 - A F ` CONTACT: ROD BURROWS, PE ` €.” f . I € n - - : SHT ,. ,__ > <r... THE FOLL OWING PARTIES HEREBY APPROVE AND -• �( , + � S _ ADDRESS DESCRIPT 1 s °' '"4 i = g i ' E... :?, PA + }f:�l,' ' , �< � � r }>•�:.:... �" ACCEPT THESE DOCUMENTS AND AUTHORIZE THE V \.' . n /� LANDLORD: SW CASCADE BLVD. , _ s :.;,.: ° 9I CO NTRACTOR TO PROCEED WITH THE 4 C+ 1840 c ° Y "° " " a= CO NSTRUCTION DESCRIBED HERIN. ALL GLOBAL SIGNAL ARD, OR T -I TITLE SHEET 3�"� �' �` " "' WASHINGTON COUNTY 'IA•. ,, ' I'wr'' "'� , = i'"=r,.aear Sd 1 5' `s' r CONTACT: RoWENA OKIALDA a` ' " ° - .1 DO CUMENTS ARE SUBJECT TO REVIEW BY THE 4; a<' ' " •' 01 = 2 )Mrii . ' 4 ; - , . ,. LOC BUILDING DEPARTMENT AND MAY IMPOSE LAT 45° 26' 47641" N LON. 122° UT 0301" W C - SITE PLAN - »�•h>s > °' '474i . . -- ' FS YkT'r ii APPLICANT: '. 4. ' . sw .. , . OR GO:d c -2 ENLARGED SITE PLAN 5 g. :,;,,_, awL«,�r s -1a•se CHANGES OR MODIFICATIONS. LCW WIRELESS, LLC DBA CRICKET LCW - �" r '�' ° ' CODE BLOCK: 3995 FAIRVIEW INDUSTRIAL DRIVE SE C ELEVATIONS e � ° . LCW PROP.: + %� -3 S �, "•�� ` ` SUITE 120 BUILDING CODE: 2004 OREGON STRUCTURAL SPECIALTY CODE ` � A � " s ©) fiA.12 3 -- p�A C ELEVATIONS ;'`a , 4 • V SALEM, OR 97302 2002 NATIONAL ELECTRIC CODE y -' �` .- DATE: 41$• ! 44. PHONE • 503 -315 -7833 PROPOSED EQUIPMENT OCCUPANCY: U �'' ; ° Y D, BU -- • C -5 ANTENNA AND COAX DETAILS ITS '' xi FAX: 503 -318 -7840 (UNMANNED TELEPHONE EQUIPMENT AND ANTENNA) ; �.�s'.;< •.,, 5 `* LCW R . F .; 8w! Sh adf - „ WATER SUPPLY NONE C 6 EQUIPMENT PLATFORM DETAILS �; ' °_., -., "` `"_ WASTE WATER: N O N E DATE. APPLICANT CONTACT: a r PLUMBING. NONE E UTILITY LAYOUT PLAN ii' - C PM : Iasi ,, �`" - s. D _ } -. y e , . P . CONST. TYPE: TOWER - V -2 ,s,v?, a - LCW PDX-142-A g.. ''.._ �- -,- - l' -,, et:. " .,..! G raun- NETOPS ,.�_..�..__. �v,•, — s •: T, -� ,� - I" ;t X -142 -A 5501 NE 109TH CT., SUITE A -2 E -2 SINGLE LINE DIAGRAM AND DETAILS VANCO ATTN.: VER, WA 98662 THE PROPOSED PROJECT INCLUDES: E - 3 POWER /TELCO (PTC) DETAIL LOCATION MAP DATE: ATTIC: DON CARSON 10185 SW CASCADE BLVD. 1 503- 936 -3820 NEW EQUIPMENT PLATFORM NEW ELECTRICAL SERVICE G -I GROUNDING PLAN AND DETAILS LCW CONST.: TIGARD, OR FROM LCW WIRELESS OFFICE, START OUT GOING NORTHWEST ON WASHINGTON COUNTY NEW TELEPHONE SERVICE G -2 GROUNDING ELEVATION FAIRVIEW INDUSTRIAL DR SE TOWARD REED DR. SE 0.8 MILES, DATE: NEW ANTENNAS AND ALL ASSOCIATED PARTS TURN RIGHT ONTO MADRONA AVE. SE 0.5 MILES, TURN LEFT G - GROUNDING DETAILS ONTO 251 SE 0.7 MILES, TURN SLIGHT RIGHT <0.1 MILES, ELECTRIC GN -I GENERAL NOTES SHEET I TURN SLIGHT RIGHT ONTO MISSION ST. SE /OR- 22/0R-99E INTERCONNECT' SHEET TITLE: BP, /SALEM Hwy. CONTINUE TO FOLLOW OR -22/OR -99E BR 1.1 DATE: A.D.A. COMPLIANCE LCW WIRELESS CONTACT: BILL NIBLER GN - 2 GENERAL NOTES SHEET 2 MILES. MERGE ON I -5 VIA EXIT IB TOWARD PORTLAND 38 3 MILES. MERGE ONTO OR -217 VIA EXIT 292A TOWARD FACILITY IS UNMANNED AND NOT TELCO GN - GENERAL NOTES SHEET 3 TIGARD /BEAVERTON. TAKE THE GREENBURG P.D. EXIT 5 TOWARD LCW SITE DEV. MGR. TITLE SHEET FOR HUMAN HABITATION METZGER TURN LEFT ONTO SW GREENBURG RD. TURN RIGHT LCW WIRELESS CONTACT: BILL NIBLER GN - GENERAL NOTES SHEET L DATE: ONTO SW CASCADE AVE. SITE IS AT 10185 SW CASCADE BLVD. THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC PROPERTY OWNER.: - SHEET NUMBER: 1i REGULATORY REQUIREMENTS DATE: 1 I CONSULTANT TEAM PROJECT SUMMARY SHEET INDEX SITE DIRECTIONS APPROVALS T- 1 \ \ v. LCW Wireless, LLC \ \ \ dba . \ \ Cricket LCW \ \ \ 3995 Fairview ial Drive SE \ \ Suite 120 Industr \ Salem, OR 97302 \ \ \ Phone: 503 -3 15 -7833 ---. -- ------\ . \ \ Fax:503- 318 -7840 . A \ - A \ \ -------- \ . \ \ -- / / \\ \ \ \ \ Alcoa Wireless \ \ \ Services \ \ � - 3420 SAN FOSTORIA RAMON WAY, CA. . 94583 \ \ 7.A. Office 0251 327 -7116 \ \ \ \ Fax (925) 327 \ \ \ \ \ � PROD. NO. \ \ \ \ / DRAWN BY: B.K U. • \ \ CHECKED BY: R.D.B. \ \ / - - FG GES NGE � \ SUBMITTALS E \ \ \ \ EXISj�NCf7 HIGH . \ \ O \ \ \ \ '''....• AINLINK FENCE A \ \ "9� \ 0 \ \ PROPOSED LCW WIRELESS LEASED \ 9�F 2 5 /18 /06 100 CONSTRUCTION DRAWINGS • PREMISES INSIDE EXISTING GLOBAL / 5/16106 90% CONSTRUCTION DRAWINGS \ \ SIGNAL COMPOUND \ � \ 0 4/24/06 ISSUED FOR REVIEW l^ \ \ (SEE DWG. C2 FOR ENLARGED PLAN OF THIS AREA) - \ THE INFORMATION CONTAINED IN \ \ PROPRIETARY FO B ANY \ p / USE OR DISCLOSURE OTHER THAN \ , THAT WHICH RELATES TO LCW G \ / \ D. \ STRICTLY PROHIBITED. IS EXISTING ELECTRICAL E\ Z EXISTING 7 HIGH SUBSTATION (PGE) / _ . \ ::11 O�ESS/py�t f ' ` \ \ CHAINLINK FENCE ' / > , \ �� PA't0'H,: v, - � C � � \ , _ / L - \ 8403 PE �� \ ,/ , \ = - \ y / OR C;ORI \ \ ..- \ 8 -14.96 vo o O • • \ / \ D. BAR \ GREENBURG \ \ 1 D/ q gDX -142 A \ \ -+Bt88 SW CASCADE BLVD. \ TIGARD, TITLE OR : \ \ \ \ SHEET WASHINGTON COUNTY _ \ O \ \ z \ \\ \ SCALE. \ \ SITE PLAN \ 40' 0' 40' 80' 120' MI NM \ \ \ 1 " -80' (11x17) SHEET NUMBER: t� \ 1"— 40' (24x36) C - 1 SITE PLAN 1 • • — — — — N N ` LCW Wireless, LLC — N — — dba Cricket LCW — — — : — — — V 3995 Fairview Industrial Drive SE --- - \ Suite 120 -- — X \ Salem, OR 97302 — ---• — — RELOCATE EXISTING FENCE AT NORTHEAST Phone: 503-315-7833 CORNER OF THE COMPOUND TO CREATE A \ Fax:503 -318 -7840 — -- --- 2'x8' AREA OUTSIDE FENCE AND INSIDE EXISTING \ • — LEASE AREA FOR NEW VERIZON TELCO H —FRAME \ \ G NEW VERIZON TELCO H —FRAME \ \\ RELOCATE EXISTING GATE FAR ENOUGH TO THE co - SOUTH TO ACCOMODATE THE NEW AREA FOR THE NEW VERIZON TELCO H —FRAME AT THE �\ NORTHEAST CORNER OF THE EXISTING LEASE AREA \ Alcoa Wireless 4 �'• ` \ ��, 4 \ Services \` \ 3420 FUS ORIA WAY, SUITE A100 . l • I • � SAN RAMO CA. 94583 z ?x o �� Office f925j 327-7116 4,4 \ ' / Fax (925) 327 -0521 -iti \ �� '1 \/ ` CAS r EXISTING RADIO CABINETS PRO o 0 (OTHER CARRIER) ` PROJ.NO.: Bo_ AA A DRAWN BY: B.K.0 oi ,,, m a " ' -,:•_, \ ` CHECKED BY R.D.B. PROPOSED LCW WIRELESS RADIO EQUIPMENT t�. ,rni p X iii.*:, � (52 "x30 "x55 ") ON PROPOSED 4'x8' STEEL . 4,: D EXISTING 100' MONOPOLE TO BE EXTENDED TO SUBMITTALS ■ EQUIPMENT PLATFORM ' ..; y' 120' WITH PROPOSED LCW WIRELESS PANEL ANTENNAS FLUSH MOUNTED AT THE TOP PROPOSED LCW WIRELESS METER AND PPC •c`' > \ • • • BACKBOARD WITH LIGHT (INSTALLED BY OTHERS) 4 s i it ?r All PROPOSED LCW WIRELESS 7'-4"x15' r, ' s 3 5/18/06 100 CONSTRUCTION DRAWINGS LEASED PREMISES /1::D.A..iNFP 2 5/16/06 90% CONSTRUCTION DRAWINGS ` I 5/2/06 MOVED LEASE AREA 5' FROM EXISTING MONOPOLE 0 4/24/06 ISSUED FOR REVIEW PROPOSED LCW WIRELESS ICE BRIDGE EXISTING ICE BRIDGE (OTHER CARRIER) THE INFORMATION CONTAINED IN WITH GPS ON EXTENDED SUPPORT POST THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO LCW IS STRICTLY - R•HIBITED. � � S \ v \ \. ME 114 , Vl � , �' '`" 18403 PE { p _ :. ...a-. or GOH - -. i 5-14 =9u 'QO Bkn. r 2 a l.O u. GJ Q D ' DB 0 D GREENBURG ' Illi PDX -142 -A D EXISTING 7' CHAIN LINK FENCE (TYP.) ------ D 10185 SW CASCADE BLVD. TIGARD, OR EXISTING RADIO CABINETS WASHINGTON COUNTY (OTHER CARRIER) 0 z SHEET TITLE: SCALE: ENLARGED SITE PLAN 4' 0' 4' 8' 12' 1/8 " =1' (11x17) SHEET NUMBER: P 1/4 " =1' (24x36) C -2 ENLARGED SITE PLAN 1 • LCW Wireless, LLC dba Cricket LCW 3995 Fairview Industrial Drive SE n } } Suite 120 Salem, OR 97302 - 0 o Phone:503- 315 -7833 PROPOSED LCW WIRELESS PANEL ANTENNAS ° z PROPOSED LCW WIRELESS PANEL ANTENNAS ° z Fax: 503 -318 -7840 THREE SECTORS, ONE ANTENNA PER SECTOR o w THREE SECTORS, ONE ANTENNA PER SECTOR o FOR A TOTAL OF THREE ANTENNAS WITH RAD. C.L. - o _ w FOR A TOTAL OF THREE ANTENNAS WITH RAD C.L. - o _ w AT 115 AND AZIMUTHS OF 60', 180', AND 300' e' AT 115 AND AZIMUTHS OF 60', 180', AND 300' cc FLUSH MOUNTED TO MONOPOLE \ a ° FLUSH MOUNTED TO MONOPOLE 0 o 0 • PROPOSED K MONOPOLE EXTENSION X PROPOSED ' MONOPOLE EXTENSION 10 ALCOA EXISTING PANEL ANTENNAS WITH RAD. C.L. h EXISTING PANEL ANTENNAS WITH RAD. C.L. 0 H AT 97' -6' AT 97' -6 Alcoa Wireless Services 3420 FOSTORIA WAY, SUITE A100 SAN RAMON CA, 94583 Office ( 925) 327 -7116 Fax (925) 327 -0521 CAS I PROJ. NO.: - -- EXISTING PANEL ANTENNAS WITH RAD. C.L. z EXISTING PANEL ANTENNAS WITH RAD C.L. HI z . AT 97' -6" - - z AT 97' -6" z w W DRAWN BY: B.K.U. I- z z a w '-'2' I CHECKED BY: R.D.B. Li z LU w < w cc EXISTING 100' MONOPOLE - w EXISTING 100' MONOPOLE < w SUBMITTALS J J L W Li W Li c, Li G 0 - Li I- N J " N J O O K O O LU W d w CD D_ X I U 0 X I U O 0_ J Z EL J Z (_.) v7 0 0 v, O Z Z O W 2 5/18/06 100% CONSTRUCTION DRAWINGS ' X Z LO = w d Z = Z 5/16/06 90% CONSTRUCTION DRAWINGS O I ¢ 0 >< 0 C X I O d w I O O_ w 0 4/24/06 ISSUED FOR REVIEW Z LL Z Li z "' • o O z Cr) 0 o TH TH S OF DOCUMENTS ED IN w ,' H o w X 1 ' c - i o PROPRIETARY BY NATURE. ANY L 1 - ,� USE OR DISCLOSURE OTHER THAN Q 0 6 Q o o THAT WHICH RELATES TO LCW IS . O v CD CD - ° STRICTLY PROHIBITED. CD Z c i - z d w ° w v\ M E it4 . cy e • to o `° % 0 18403 PE U I U r PP — __ 0 Cn ' 0 EXISTING 7' CHAIN LINK FENCE PROPOSED LCW WIRELESS UTILITY H FRAME O } 96 N EXISTING RADIO EQUIPMENT (OTHER CARRIER) co PROPOSED LCW WIRELESS RADIO EQUIPMENT o 1OO " ,z -3, .° Cr) Gj PROPOSED LCW WIRELESS RADIO EQUIPMENT EXISTING 7 CHAIN LINK FENCE /I/�, Bv O� PROPOSED LCW WIRELESS UTILITY H -FRAME EXISTING RADIO EQUIPMENT (OTHER CARRIER) I i " , A T ii 1 �. T , tis ,. . ::1 GREENBURG „�.. �.. �1 r. �,�. . �� , I�I I;d },. •� « ,. -�;; >., • PDX -142 -A T . . :: # it I T i w s' ._ . = \ti�'•� . 2K„,..,1 10185 SW CASCADE BLVD. TIGARD, OR WASHINGTON COUNTY SHEET TITLE: SCALE: SCALE: TOWER ELEVATIONS 8' 0' 8' 16' 24' 8' 0' 8' 16' 24' 1/16 " =1 (11x17) 1/16 " =1 (11x17) SHEET NUMBER: F' 1/8 =1 (24x36) 1/8 =1 (24x36) C -3 SOUTH ELEVATION 1 WEST ELEVATION 2 , • LCW Wireless, LLC dba • Cricket LCW � o o 3995 Fairview Industrial Drive SE o z P ROPOSED LCW WIRELESS PANEL ANTENNAS o in , PROPOSED LCW WIRELESS PANEL ANTENNAS Suite 120 N o , THREE SECTORS, ONE ANTENNA PER SECTOR N o , THREE SECTORS, ONE ANTENNA PER SECTOR Salem, OR 97302 • o w - FOR A TOTAL OF THREE ANTENNAS WITH RAD. C.L. Iz x FOR A TOTAL OF THREE ANTENNAS WITH RAD C.L. Phone: AT 115' AND AZIMUTHS OF 60', 180', AND 300' o w AT 115' A ND AZIMUTHS OF 60', 180', AND 300' 5 k. a J w Fax: 503-318-7840 503-315-7833 3- 318 - FLUSH MOUNTED TO MONOPOLE V J FLUSH MOUNTED TO MONOPOLE . I (,' l 1p1 PROPOSED MONOPOLE EXTENSION ` ° PROPOSED MONOPOLE EXTENSION i EXISTING 6 9 PANEL ANTENNAS WITH RAD. C.L. O EXISTING ANTENNAS WITH RAD. C L. ALCOA Alcoa Wireless Services 3420 FOSTORIA WAY, SUITE MOO SAN RAMON C.A. 94583 Office ( 925 ) 327 - 7116 N Fax (25) 327 - 0521 Q EXISTING PANEL ANTENNAS WITH RAD. C.L. Q 11 I ll 11 11 EXISTING PANEL ANTENNAS WITH RAD. C.L. z AT 97' 6" z AT 97' -6" w w CAS z z PROD. NO.: - - -- w w z c z DRAWN BY: B.K.U. w ¢ w (i") Q EXISTING 100 MONOPOLE N a - EXISTING 100' MONOPOLE I CHECKED BY: R.D.B. cr) U w a w I, T w O = O K O p CL NJ CL NJ O U a U SUBMITTALS O O Q U Q Q U w z w O V) Z Li U o VI z O! w Z O w Z O w C Li V) O Z 0 O Z w a. CD w 0_ U Oj 2 5/18/06 100% CONSTRUCTION DRAWINGS U- O ,- V) Li O F= V) I 5/16/06 90% CONSTRUCTION DRAWINGS O V) < 0 V) tl J >, w -I x 0 4/22./06 ISSUED FOR REVIEW O U w w 0 U w w ~ ~ M O Q o o Q THE INFORMATION CONTAINED IN O < J o < THIS SET OF DOCUMENTS IS ° z ° 6 z PROPRIETARY BY NATURE. ANY Ls 1 USE OR DISCLOSURE OTHER THAN • " - ' - o " - ) THAT WHICH RELATES TO LCW IS . , w w STRICTLY PROHIBITED. L,_ o 1. o ��4 eROE.storrA/ J J C U -- U EXISTING 7' CHAIN LINK FENCE cc PROPOSED LCW WIRELESS UTILITY H -FRAME -- 18903 pE _ 0 0 °' EXISTING RADIO EQUIPMENT (OTHER CARRIER) °. PROPOSED LCW WIRELESS RADIO EQUIPMENT • r7 PROPOSED LCW WIRELESS RADIO EQUIPMENT EXISTING 7' CHAIN LINK FENCE REC 5-15 PROPOSED LCW WIRELESS UTILITY H -FRAME EXISTING RADIO EQUIPMENT (OTHER CARRIER) 1 , 9 Q n 1. �V. r h '` • - �-- ff :' • '. I > '� • n mi ld ..:.: N « n ; .'tit kti; t;} v : • Ilv ft'.v,L; • , ` '' h . ., {••' i s' II ' � ' � . � '�'$}a. � '$ u > y; X te @ fi r. �... i , r, �< � x, , ;�z3 4:1, rT%K _ :{-: i :A7,'a:'' � s s >. '.a. , a . '._`.: TI GREENBURG PDX -142 -A !0185 SW CASCADE BLVD. T I G ARD, OR WASHINGTON COUNTY SHEET T ITLE SCALE • SCALE TOWER ELEVATIONS 4' 0' 4' 8' 12' 4' 0' 4' 8' 12' 0 1/8 " =1' (11x17) 1/8"- (11x17) SHEET NUMBER: s* 1/4 =1' (24x36) 1/4 =1' (24x36) . C4 NORTH ELEVATION 3 EAST ELEVATION 4 . LCW Wireless, LLC ,, SLOT FOR - A' `,__ _ #6 GROUND LEAD dba ELECTRICAL ANTENNA INFORMATION GROUNDING ADJUSTABLE i �TAPE ELECTRICAL OVER __TAPE OVER (2) BARREL Cricket LCW • CLAMP BAND CLAMP (1/.:// '.t MASTIC TAPE MASTIC TAPE I HYDRAULICALLY • SECTOR 1 SECTOR 2 SECTOR 3 1 4" 20 HARDWARE Irk - � NM CRIMPED CONNECTION / "I 3995 Fairview Industrial Drive SE �• •�� C.c - N O QUANTITY • �tl (/6 GROUND LEAD �� TAPE PUTTY ' "1. -= , , \ ANTEQNAED BY Suite 120 MFR- KMW KMW KMW r °° 7 • • Salem, OR 97302 MODEL HB- X- ID- 19- 65 -02T HB -X -ID 19 65 02T HB X- ID- 19- 65 -02T GROUNDING / \ �,'� / //, T \ GROUNDING EXTEND LEAD phone: 503 - 315 - 7833 W /�2 CLAMP CLAMP Fax:503- 318 -7840 WEIGHT (LBS) 28.7 28.7 28.7 CONDUCTOR TO ....., - :_- - - ASSEMBLY k........- # GROUND BAR DIM (IN- HxWxD) 5.14 "0x78.23" 6 14 "0x78 23" 6.14 "0x78 23' . ANTENNA 8 3/18.6/18.8 8 3/18.6/18.8 18.3/18.6/i8.8 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 GAIN (dBi) AZIMUTH 67765763' 67765763' 67765'/63' BEAMWIDTH ELEVATION 4.714.574.3' 4.7'/4 5'/4.3' 4.7'/4.5'/4.3 TYPICAL WEATHERPROOFING COAX DETAIL SCALE: NTS 2 BEAMWIDTH ALCOA RAD CENTER (FT) 115 115 115 PIPE MOUNT Alcoa Wireless AZIMUTH Services (DEG) 60 180 300 DOWN TILT • BRACKET 3420 FOSTORA WAY, SUITE MOO DO(DEG) TILT 0 �6 0 6 0 6 , ]s • Se OR SAN RAA105 CA 7 9586 1 I Fax (925) 327 -0521 CABLE INFORMATION Q . J COAX CABLE i° : ;' �� / ANDREW ANDREW ANDREW ` MOUNT ASSEMBLY CAS MFR ;; (TYP ALL SECTORS) -94/,, J PRO1. NO.: • COAX CABLE AVA7 -50 AVA7 -50 AVA7 -50 ` 4: MO�FNN 'V MODEL ' Nj -9 F DRAWN BY BK.U. COAX CABLE '' DIA IN 1 -5/8 1-5/8 1 -5/8 PANEL M NO ( ) ANTENNA l CHECKED BY: R.D.B. COAX LENGTH - _ PANEL ANTENNA o AZIMUTH = 300 I, 120 120 120 w '- ��■ (FT) ( ALL SE COLOR FT ) ODE YELLOW /BROWN RED /BROWN GREEN /BROWN g,- cn ■' SUBMITTALS COLOR CODE I l "1' + r d •9 �GT ,. (RX) YELLOW /WHITE RED /WHITE GREEN /WHITE ,r,?�\,;„� y JUMPER °i�� ANDREW ANDREW ANDREW �f %', ' MFR � P COAX JUMPER N 2 5/18/06 100% CONSTRUCTION DRAWINGS JUMPER ANTENNA MOUNTING L4A- PDMDM -6 L4A- PDMDM -6 L4A- PDMDM -6 TO MAIN PIPE (TYP All Oy,��S MODEL 5/16/06 90% CONSTRUCTION DRAWINGS JUMPER COAX CABLE J~ SECTORS) 5 5 5 LENGTH (FT) 0 4/2� issueo 3 1.0 Foa Review ,• CONNECTOR ANDREW ANDREW ANDREW T INFORMATION CONTAINED IN MFR THIS SET OF DOCUMENTS IS CONNECTOR PROPRIETARY BY NATURE. ANY MODEL A7TDF — PS A7TDF — PS A7TDF — PS A NTENNA ASSEMBLY DETAIL SCALE: NTS 1 3 A NTENNA ALIGNMENT DETAIL SCALE: NTS 4 U USE O R D RELATES OTHER TO THAN ST_`IBITED. r • GPS ANTENNA OBSTRUCTIONS (`Q�I n, MINIMUM OF 75% OR TIONS MUST EC Qi 1 EACH LINE OF COAX SHALL BE LABLED PURSUANT TO THE COLOR CODI SCHEDULE 12" ■ 270' IN ANY DIRECTION BE BELOW 15' `G . �Ns,1\\' Ili, ., • BEFORE ANY CONNECTOR. COLOR CODING METHOD IS BY MEANS OF 1" WIDE COLORED �+� 4� ELECTRICAL TAPE WRAPPED AROUND COAX THREE TIMES TO PRODUCE A STRIPE. (LE I 1 4�J l E • • . , , TWO RED WILL HAVE TWO STRIPES) (3M SCOTCH SUPER 88 ELECTRICAL TAPE ALL g /4 "� SCH. 40 GPS ANTENNA WEATHER, HEAVY DUTY, ABRASION RESISTANT, FAST BUILD UP, UV RESISTANCE STAINLESS STEEL OR GALV. PIPE OREGC� *a TAPE 3/4" WIDE). A ■ ...... 5 -ta -�& �� 2. ALL MAIN COAX LINES WILL BE GROUNDED AT SPECIFIED LOCATIONS AND ACCORDING TO PIPE CAP MANUFACTURER'S SPECIFICATIONS. r 9 y � o 4 ,0 12 3. ALL INSTANCES WHERE THE COAX HAS BEEN CUT, MODIFIED, SPLICED, OR STRIPPED D BV�� SHALL BE PROPERLY SEALED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. GPS MINIMUM SKY VIEW REQUIREMENTS T S 4. ALL COAX IS TO BE PROPERLY INSPECTED UPON RECEIPT AND SHALL BE HANDLED ICE BRIDGE ACCORDING TO THE MANUFACTURER SPECIFICATIONS IT SHALL NOT BE BENT BEYOND SUPPORT PIPE NOTES: SPECIFICATIONS. GREENBURG 1 THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL • BE IN ACCORDANCE WITH THE FINAL RF REPORT. PDX -142 -A 5. COAX SHALL BE FASHIONED TO SHED WATER IMMEDIATELY BEFORE ENTRY INTO ■iii 11111M1 INTERIOR AREAS OF THE EQUIPMENT 1111 / 2 THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A 10185 SW CASCADE BLVD. EXOTHERMIC / STANDARD 1-1/4" DIAMETER, SCHEDULE 40, GALVANIZED CONNECTION 1 1/4" PIPE TO " ED STEEL TIGARD, OR 6. ANTENNA AZIMUTHS ARE DEGREES OFF OF TRUE NORTH, BEARING CLOCKWISE, IN WHICH 3" PIPE CLAMP OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT WASHINGTON COUNTY THE ANTENNA FACE IS DIRECTED ALL ANTENNAS (AND SUPPORTING STRUCTURES AS ( TYP.) El MEI= THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE PRACTICAL) SHALL BE ACCURATELY ORIENTED IN THE SPECIFIED DIRECTION mp" REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED THE CUT PIPE END SHEET TITLE: 7. SWEEP TEST SHALL BE PERFORMED BY GENERAL CONTRACTOR AND SUBMITTED TO LCW #2 AWG BCW V! GROUNDING KIT SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST REPRESENTATIVE TEST SHALL BE PERFORMED PER LCW STANDARDS. , w � THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT ANTENNA AND 1/2"- COAX CABLE MINIMUM BENDING RADIUS PER 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH COAX DETAILS TO GROUND MANUFACTURER'S STANDARD THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF #6 AWG GROUNDING KIT CABLE THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 4. DO NOT SWEEP TEST GPS ANTENNA. SHEET NUMBER: C5 ANTENNA INFORMATION SCALE: NTS 1 GPS ANTENNA DETAILS SCALE: NTS 5 8' -8" • - 4 LCW Wireless, LLC 3' i , 2..----..\\\ I I 1 • dba • t 4 wi !!1 :; 1 : :ti 1 . i • ; : . . : : ' 1 1 ! c :' Cricket LCW 1( ? NI • ,, 1 ii 1: : 1 . rr'-i-i 1 I I; ) +01 ■ : .i frid - + + On" ANCHOR CMO CABINET TO PLATFORM 3995 Fairview Industrial Drive SE ra I I ill • lial all : -T' i ' , ow 1 I ) INdffilliffillinillifillo II L -, 1 , :_ 1 \ I L 4 ny WITH 4 EA. 5/80 STEEL BOLTS WITH Suite 120 I --- \ L _ L I 4 3 STEEL WASHER AND DOUBLE NUT Salem, OR 97302 •. MI i 1. MN NM : / \ (ONE BOLT @ EA. CORNER) Phone: 503-315-7833 II , - -- -- Fax: 503-318-7840 11111 I, - f lliig um 11 . 111111110111111111NOMME11111 • MI . 11111111 DIM i M I ALCOA , u - 1111111 66101.11 111 ANDREW PART No.: Alcoa Wireless IIIEMIHMIM 1.111111111111111111 I II MTC9003BAL Services (HEAVY DUTY 4 PLATFORM) 3420 FOSTORIA WAY, SUITE MOO I -OR- SAN RAMON, CA. 94583 Office (925) 327-7116 . IOIIIIIIMIIIEI i I 0 EMI 302-999-0001 Fax (925) 327-0521 ___, ° Illi (HEAVY DUTY 4')(8' PLATFORM) CAS 1111111MIIIIME111 l i :'\ -' j T7 i T 7-7 - Tr i ! I ! i - T -III PROL NO.: ---- • , einunnin ' Elm , DRAWN BY: B.K.U. 1 -111 11111 I 11- ' I.- I.• ' : : IIIII L ' 1 • : I I I I I I I I CHECKED BY. R.D.D. NMI IM I 1 ; 1111WIUMMINE1111 1 ..1 1 ' :.I- i :, •, i 1 z, ' I II 1 4) ik SUBMITTALS • INIMINIMIM i, r '0 ,' Min +Jou _. . N \.\--..--- w / , ,1 1 • • , „ , , . . / , „„ 1 1 „ __ - 2 5/18/06 100% CONSTRUCTION DRAWINGS V -. -- . ,- .-- .. .-- I 5/16/06 90% CONSTRUCTION DRAWINGS -- - -- --- 0 4/24/06 ISSUED FOR REVIEW ---- - - - - - - - - - -- THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS 4'x8' MODULAR PLATFORM DETAIL SCALE: NTS 1 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN ri= -- = - I= THAT WHICH RELATES TO LCW IS II STRICTLY PROHIBITED. 1 U 3/4"0x24" GALVANIZED II I ALL-THREAD J-BOLT ,,c)*OFE.S.VOitt ,n H 'I' GALVANIZED NUTS 1 efk k. 1 B-.:.--4.11-- 0 ,c> .. GALVANIZED DOUBLE NUT ..'' ' 41\\-• ' ".; - T EMI 6 FINISHED GRADE ..,..-. -,- ''-, '''''' -..., ■ - ''''- ,-. .,., . 4., 1 "-, • < ..., • it . ,\:' ...- t '-'s- (C) . OREGON . 5-14-ss . 4 lb: ''' = - 3"x3"x3/16" GALVANIZED WASHER "P I-1 /1,,'; ' ' t . ° I) e4 D- /2.31 6"x6"x1/4" GALVANIZED TOP PLATE -A, r - " ----- --...,, , 0 • < I. .. '' -,.-...,...,4 ' n, 9 01/4 un 3"x3"x3/16" GALVANIZED WASHER ' 4 mi 3"0 GALVANIZED WASHER .41 0. DOUBLE-NUTTED 6"x6"x1/4" GALVANIZED BEARING PLATE GREENBURG ''''‘111111111111111111r7.-- PDX-142-A . c , • 3/4"0x24' GALVANIZED ALL J 10185 SW CASCADE BLVD. 4 TIGARD, OR . -1 CONCRETE PIER WASHINGTON COUNTY < .c, 1 .e.1 • I 2950 PSI CONCRETE 4 120 CONCRETE PIER 2950 PSI CONCRETE SHEET TITLE: 4 .,/ /- VERIFY THAT SOIL IS NATIVE, I .• . • / INORGANIC UNDISTURBED SUBSOIL EQUIPMENT PLATFORIV FROM AT LEAST 12" BELOW GRADE DETAILS • . .40 . AND DEEPER i_ - — 4 4 • , SHEET NUMBER: C-6 BTS CABINET & EQUIPMENT PLATFORM DETAIL SCALE: NTS 2 - GENERAL NOTES _- -" ' LCW Wireless, LLC 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE �' RELOCATE EXISTING FENCE AT NORTHEAST dba BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE CORNER OF THE COMPOUND TO CREATE A SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS ' ' Cricket LCW ' PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH l`j 2'x8' AREA OUTSIDE FENCE AND INSIDE EXISTING THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE LEASE AREA FOR NEW VERIZON TELCO H FRAME 3995 Fairview Industrial Drive SE CONTRACT HAS BEEN AWARDED. Suite 120 es. NEW VERIZON TELCO H - FRAME Salene: 5 m, OR 97302 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED Pho03- 315 -7833 WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. ‘ � RELOCATE EXISTING GATE FAR ENOUGH TO THE Fax: 503 -318 -7840 �, SOUTH TO ACCOMODATE THE NEW AREA FOR 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE THE NEW VERIZON TELCO H FRAME AT THE • APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER \% \ NORTHEAST CORNER OF THE EXISTING LEASE AREA. EXISTING FIELD CONDITIONS. \ 1•, (111 . 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN �2 • 1 ' OR REQUIRED BY NEC. 6 741 ' 5 ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ' �� 0 1111 s \ / ACCORDANCE WITH NEC TABLE 346 -10. NO RIGHT ANGLE DEVICE D . OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM Alcoa Wireless • INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. '� i ?,3,.., ` EXISTING RADIO CABINETS (OTHER CARRIER) Services r . ;6, ° 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH _ y % A 3420 FOSTORIA WAY, SUITE MOO PLASTIC THROAT INSULATING GROUNDING BUSHINGS. o SAN RAMON CA 94583 g Office 925; 327 -7116 Ci - 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER 'a' D �� \ Fax (9 327-0521 • UP TO SIZE #10 AWG (#8 AND LARGER SHALL BE CONCENTRIC `P- 1 t la,. Q STRANDED) 75 DEGREE C, (167 DEGREES F), 987, CONDUCTIVITY, PROPOSED LCW WIRELESS RADIO EQUIPMENT CAS MINIMUM #12. (52'x30 "x55 ") ON PROPOSED 4'x8' STEEL • • r� . A D EXISTING 100' MONOPOLE TO BE EXTENDED TO PROJ. NO.: s t . 120' WITH PROPOSED LCW WIRELESS PANEL 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, EQUIPMENT PLATFORM ' ANTENNAS FLUSH MOUNTED AT THE TOP DRAWN BY: BK.U. J- BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PROPOSED LCW WIRELESS METER AND PPC 49 PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. BACKBOARD WITH LIGHT (INSTALLED BY OTHERS) •; 5 • . .;f,'ty °�� I CHECKED BY: R.D.B. 9. ALL NEW MATERIAL SHALL HAVE A U L. LABEL. PROPOSED LCW WIRELESS 7' - "x15 • 0, ; LEASED PREMISES - �1 10. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE ' 4.4 " -.tw SUBMITTALS MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. t.••• VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND PROPOSED LCW WIRELESS ICE BRIDGE EXISTING ICE BRIDGE (OTHER CARRIER) WRITTEN. WITH GPS ON EXTENDED SUPPORT POST 2 5/18/06 100% CONSTRUCTION DRAWINGS 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL • CONDUITS PER THE SPECIFICATIONS AND NEC THE EQUIPMENT I 5/16/06 90% CONSTRUCTION DRAWINGS GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION 0 4/24/06 ISSUED FOR REVIEW BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS 13. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS, PROPRIETARY BY NATURE. ANY DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND USE OR DISCLOSURE OTHER THAN CHANGES WHILE COMPLETING THIS CONTRACT SUBMIT AT THAT WHICH RELATES TO LCW IS - SUBSTANTIAL COMPLETION STRICTLY PROHIBITED. 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING O DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH G M H- , CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM `` �NL J9 (NO EXCEPTIONS ) 18403 PE r 4 D 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE - DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES • ACT AS ADOPTED BY THE APPLICABLE STATE. D OREGON 5-14-86 16. NOT USED. � (o y` �7 O� y A- °AA J2 3? - o 1 • 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND IlliQ '04/ } ' RP EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S EXISTING 7' CHAIN LINK FENCE (TYP.) • D D. BO REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN OF CONDUIT AND WIRE ALL EQUIPMENT SHALL BE PROPERLY EXISTING RADIO CABINETS CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON (OTHER OTHER CARRIER) THE EQUIPMENT. GREENBURG 18. THE DESIGN OF THESE PLANS ARE BASED UPON BEST PDX -142 -A AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME ' EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN 0185 SW CASCADE BLVD. ON THESE DRAWINGS. LOCATION OF ALL OUTLET, BOXES, ETC , TIGARD, OR AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE WASHINGTON COUNTY CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN o z SHEET TITLE: SCALE: UTILITY LAYOUT PLAN 4' I 4' 8' 12' ., =1' (11x17) SHEET NUMBER: 8 1 4 " =1' (24x36) _ E- 1 UTILITY LAYOUT PLAN 1 • GENERAL NOTES POWER / TELCO CABINET (PTC) DATA ELECTRODE FEEDER SCHEDULE LCW Wireless, LLC 1. WHEN SERVICE OVERCURRENT DISCONNECT IS PROVIDED WITH CABINET: (3) # - 2" C. dba FIELD INSTALLED AND HAS A NEUTRAL TO GROUND GENERATOR & MAIN BREAKERS' SQUARE D, Q FRAME. • a CONNECTION ESTABLISHED, REMOVE FACTORY 200A, MECHANICAL TRANSFER MECHANISM # CND - 1/2 C. Cricket LCW CD INSTALLED NEUTRAL TO GROUND BONDING JUMPER GENERATOR RECEPTACLE 200A APPLETON AR20044RS (3)- #3/0 & (1) #6 ONO - 2" C. SECTION FOR USE UNDER : SECTION FOR USE 1 IN PTC CABINET. LOAD CENTER: SQUARE D, 200A, 24 POSITION, QO STYLE e BRANCH BREAKERS SQUARE D, 00 STYLE C) (3)- #+5 & (1 #10 GND - 3/. e" C. PAVEMENT OR VEHICLE UNDER GRASS OR BARE 3995 Fairview Industrial Drive SE 2. PRIOR TO INSTALLATION OF FINAL ELECTRICAL TRAFFIC AREAS GROUND AREAS Suite 120 CONNECTION TO UTILITY SERVICE, THE ELECTRICAL (1) 20A, 2P FOR TVSS • • CONTRACTOR SHALL VERIFY THAT THE AVAILABLE (1) 15A, 1P, FOR GFCI RECEPTACLE TELECOM FEEDER SCHEDULE Salem, OR 97302 • • FAULT CURRENT DOES NOT EXCEED 25 kAIC. (1) 10A. 1P, FOR TELCO VENTILATION FAN 0 (2)- 12 ?R. CAT. 5 CABLES 2" C. RESTORE SURFACE COURSE • RESEED Phone: 503-315-7833 CONTRACTOR SHALL NOTIFY ENGINEER PROVIDED BY CONTRACTOR. AND BASE COURSE AS NEEDED Fax: 503 IMMEDIATELY IF THIS REQUIREMENT IS NOT MET BRANCH BREAKERS. SQUARE D, QO STYLE MATERIAL TO ORIGINAL • • FOR ADDITIONAL ENGINEERING REVIEW & DESIGN. (1) 60A, 2P FOR BTS CABINET CONDI IO N COMPACTED (1) 15A, 1P, FOR WORK LIGHT NATIVE SOIL , .-. (1) 20A, 1P, FOR CELL EXTENDER CABINET „�; = ,- �, ��x°; ,1 GRAVEL - INSTALL IN °' - 9" LIFTS & COMPACT T , = WARNING . .."'„� NEMA 3R 949 STANDARD PROCTOR '''�•x < , ; .,,s 1 + TAPE N SERVICE ENCT OGURE MAXIMUM DRY DENSITY , - M p� • ENTRANCE 1 "' = ; 7 ` .. ' '' - •i S AND L METER/ SQ D, QD TYPE 200A. : i ° w '- OA / (25 k AIC RATING NEW 4" PVC CONDUIT FOR .'.,.`, ; _ &,'f DISCONNECT y ( ) GENERATOR �? Alcoa Wireless VERIFY SIZE 200 2P CC REFER TO POWER,/ E TELCO - CONNECTION BY N RECEPTACL & TYPE TF_LCQ UTILITY CO GENERAL NOTES TELCO STS GAB- . %`' "` Services t W /UTILITY & BOX CABINET R EFER TO 1 342 UTILITY / GENERAL " FOSRAMO WAY, SUITE MOO OD LCW REP NEUTRAL DISC. SAN RA?dON CA. 94583 TRANSFORMER LINK N NOTES Office 9 25) 327 - 327 - 0521 MAIN BONDING Fax (925) 52': rl JUMPER #2 AWG \ NEW 3" PVC CONDUIT FOR 1 - 800 - 332 - 2344 CD #2 AWG EQUIPMENT ELECTRICAL CAS GRADE BONDING JUMPER `,A No {IFIC4r,04, PAW. NO I ��` a ' F i ) ) I ) o L8 A DRAWN BY: B.K.U. I -_ -- - 0 - I I L 1 I 1 l J j ° „ 3a Z � TO TELCO _ _ _ TO U TILT TY ( - 1 1 J CONNECTION _ — TRANSFORMER S- o r J Q + � CHECKED BY: R.D.B. CADWELD CONNECT TO GROUND CLAMP 'C4LL BEF BELOW GRADE GROUND \ IN_ SUBMITTALS RING 1 _ _ _ 5 /8” x 10' GROUND SERVICE ELECTRODE) CALL 2 WORKIT S O THE LAW BEFORE YOU DIG. if SINGLE LINE DIAGRAM SCALE: NTS 1 1 TRENCH DETAIL SCALE: NTS 2 2 5/18/06 100% CONSTRUCTION DRAWINGS EXISTING POLE MOUNTED 1 5/16/06 90% CONSTRUCTION DRAWINGS EXISTING ]]4 TRANSFORMER (FOR SITES 0 4/24/06 ISSUED FOR REVIEW OVERHEAD ELECTRIC SERVED BY POLE MOUNTED 500 W QUARTZ, 120V WORK • '• TRANSFORMER) P / LIGHT FURNISHED & THE INFORMATION CONTAINED IN INSTALLED BY CONTRACTOR, THIS SET OF DOCUMENTS IS CONTRACTOR TO PRQUDE ADEQUATE, LITHONIA MODEL #TO /TOE PROPRIETARY BY NATURE. ANY CONDUCTOR LENGTH FOR ELECTRIC COMPANY OR APPROVED EQUAL USE OR DISCLOSURE OTHER THAN NEW W ATHERHEAD,F JRNISHED & INSTALLED BY THAT WHICH RELATES TO LCW IS CONTRACTOR PER UTILITY COMPANY TO MAKE CONNECTION TO SECONDARY STRICTLY PROHIBITED. SPECIFICATIONS m SERVICE (SPARE LENGTH MUST REACH TOP VETERBASE AND 200A MAIN — OF TRANSFORMER) ERVCE DISCONNECT ° pP ROIESSIOy1 i 2 SQUARE D, QD TYPE (25KVA EXISTING OVERHEAD TELCO kAIC RATING) PIPE TO PIPE CLAMP y�`. ME 114. ij„ W c RECEPTACLE ATOR 184 5. 14.96 PE� �P ` • �- "U"" STEEL 3 GALVANIZED SOH BOLT 3R UPIPE ENCLOSU40 NISTRUT r o TO VERTICAL PIPES (TYP.) S _ \ _ TIMER SWITCH IN ' 0 E GON RE EXISTING UTILITY POLE r oG — - I. _ACO r } / NEMA 0 B '�A. 12.51. _L ELECTRIC CONDUIT > NEW POWER 9 ,9 QO • P TELCO o o I NEW POWER / TELCO CABINET CABINET Y D. BU 2 - HOLE STRAPS m: CABINET 1 ©4'O.C. 1 / ADJUST UNISTRUT AS In PAD MOUNTED TELCO r / / / REQUIRED GREENBURG TRANSFORMER CONDUIT PDX -142 -A (FOR SITES SERVED m. o NEW CONDUITS FROM POWER BY PAD - MOUNTED I & TELCO SOURCE I0f85 SW CASCADE BLVD. TRANSFORMER) I l 'I„ WASHINGTON COUNTY ....... _. -._ .___. .... . _.. __ . ... - _.. _ ...csb - -o -+ti .° _ .... _ . °...0 EXISTING ...__ ........ ......_ ........ .._...._............. - _._..._. - .. ..._.... -' n _ _ _ .............._........_. _._. _ . _.._. ._._._._ NG GRADE ��_ o ° - ° , I I' II SERVICE GROUND I I i I / ` I 1 1 II ELECTRODE i 1 ' •:`I I - I I I - i \ II CADWELD CONNECk d II I SHEET TITLE: • \ \ I - / F, II BEL GRADE GBHVVND' \ . • - • i / N. r- 1 I , `,1 RING ,- o _TO UTILITY % TO METERBASE r` =` II _ . " SINGLE LINE DIAGRAM `__F,. - '1 1 , , II . ,, I - - AND DETAILS © WORK TO BE DONE , .H I: ° WORK TO BE DONE BY OTHERS - 4 - -12 " — BY SITE CONTRACTOR SHEET NUMBER. SEE TRENCH DETAIL I E -2 UTILITY SITE ELEVATION SCALE: NTS 1 3 LCW Wireless, LLC • GENERATOR INLET POWDER O CO FINISH ALUMINUM TYPE FENCED ENCLOSURE dba 3R OUTDOOR ENCLOSURE • Cricket LCW TRANSTECTOR AC SURGE x � w 3995 Fairview Industrial Drive SE SUPPRESSOR II DEADFRONT 1 , I. i ce. SQ UARE D, TYPE QO LOAD > Fax: 503 �'� ■ CENTER, 24 POSITION o UNISTRUT • 0 i� 200A INTERLOCKED SQUARED I / I MAIN BREAKERS 1 / 1 /:,•, \ I \; ==n �I II� GFCI CONVENIENCE OUTLET r - ® ®B® I III 12 POSITION TERMINAL BLOCK ® ® ®® 66 POSITION CAT 5 PUNCH DOWN I • I I TELCO BOX FURNISHED AND Alcoa Wireless ® ®®® ® ® ® ®, U t! I BLOCK I I INSTALLED BY OTHERS O TSJ SERIES Ti SURGE Services 3420 FOSTORIA WAY, SUITE MOO . I SUPPRESSION CONDUITS BELOW SAN RAMON CA, 94583 M ULTIPOINT GROUND BAR PLAN Office 327-7116 THERMOSTATICALLY CONTROLLED NOTE: II Fax 25) 327 - 052': COOLING FAN WITH TWO 12x12x1 II CAS ASHRAE MEDIUM GRADE FILTERS WIND STOP 11 WEIGHT' 150 LBS PRO1.NO.: ____ 8' FOR VERIZON SITES DRAWN BY: B.K.U. ELEVATION 4' FOR OTHER TELCO SITES ....____.--THREADED CAPS � j„ I T T I I ( CHECKED BY: R.D.B. UNISTRUT I I I I 4'-4" FOUR - 108" UNISTRUTS 4”0 GALV. STEEL I I (TWO ON EA. SIDE) 3' -3" - , PIPE _ I I SUBMITTALS / ! 1 1 METERBASE Q �` 0 } 1 � \ DISCONNECT 24" MIN. 1 1 I TELCO BOX • 1 FURNISHED AND INSTALLED FIVE - 24" VERTICAL UNISTRUTS 2 5/18/06 100% CONSTRUCTION DRAWINGS L BY OTHERS ARE REQUIRED FOR MOUNTING i In HOUSINGS TO (TWO REQ.'D FOR I 5/16/06 90% CONSTRUCTION DRAWINGS / i , NON- VERIZON SITES) 0 W/24/06 ISSUED FOR REVIEW / —3' - 33" - 4 "x10' GALVANIZED STEEL PIPE ' Z o THE INFORMATION CONTAINED IN ,' _�-3 / #6 INSULATED SOLID PROPRIETARY BY S ANY GROUND WIRE USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO LCW IS .. , STRICTLY PROHIBITED. PLAN CONTRACTOR SHALL MOUNT , ro; Q ROffS.VONA, TO UNISTRUT ON H -FRAME r - � ...... ....... .GRADE .... __ . . ........ __. ,_ 4. SEALI NG W BOLTS ERS& (8) - \\- E /C 9� -e Go 2' 6° 1. -... 18403 PE (HARDWARE KIT INCLUDED •, 2 0 WITH PTC) 1 6 I' I I • I 1 IN . I . OREGON II 6 I I I 5.14 -H6 0 11 " IfI a ,�n H I 0 0 gyp. t 2 -. p O 11`' �� mall! " � o B� 4 METERBASE/ it I - I l „ ,: I v. DISCONNECT II, - = I I I GREENBURG I; . 7 _� I I I PDX -142 -A , c 1 • ` 9 il 10185 SW CASCADE BLVD. ' r I II b 1 C ADWELD (TYP.) TIGARD, OR �'' WASHINGTON COUNTY ® ® ®® ( I I 1 L. �' I ® ® ®® I LJ I . m©®® Il L.� A I I L L EHEI I •r ® / SHEET TITLE: u • • I / 1 I 2 "0 PVC CONDUIT # SOLID TINNED WIRE 4 ° 6 PVC CONDUIT / -- D BONDED TO BURIED GROUND POWER/TELCO TO TELCO FACILITIES TO LCW PTC CABINET RING SYSTEM (PTC) DETAILS • SHEET NUMBER: BOLT LOCATIONS FOR MOUNTING PTC ON H —FRAME ELEVATION E -3 POWER/TELCO CABINET (PTC) DETAIL SCALE: NTS 1 TELCO H -FRAME DETAIL SCALE: 1/2 " =1' 2 - LCW Wireless, LLC dba \ / Cricket LCW u . - _ _ _ 3995 Fairview Industrial Drive SE Suite 120 . e _, Es. _ alem, OR 97302 • Phone: 503 -315 -7833 I f Fax: 503 -318 -7840 NEW TELCO H -FRAME FOR VERIZON I I WITH GROUND LEAD TO EXISTING BURIED I 1 I GROUND RING I \ I I i ° _ I I . ° - EXISTING BURIED TOWER GROUND RING I -- r ~ �° 1 y. J .. --- -- a J \ I a 1 — , a / t ALCOA EXISTING EQUIPMENT WITH EXISTING GROUND u o i Alcoa Wireless LEAD TO EXISTING BURIED GROUND RING (TYP.) - • ° \ �., -- 7 ' o �j I 3420 FOSTORIA WAY, SUITE MOO 1 - - a ' - SAN RAMON CA. 94583 I a ° \ NEW TOWER - BOTTOM GROUND BAR WITH Q I Office (925) 327 -7116 ° \ CADWELDED LEADS TO BURIED GROUND RING x I Fax (325) 327 -0521 • NEW MASTER GROUND BUS WITH CADWELDED :: •• • .$ LEADS TO EXISTING BURIED GROUND RING , : I ra;�.s . \ 1 , ' , _ E c PRO p$ "` \ 1 CAS NEW LCW RADIO CABINET WITH GROUND I �';'' 4- n I \ 1 ' LEAD TO EXISTING BURIED GROUND RING { I 1 + I s I DRAWN BY: B.K.U. t ra 1 io0Vihtjil \ I • I / i _ CHECKED BY: R.D.B. NEW PPC CABINET FOR LCW WIRELESS EXISTING BURIED GROUND RING WITH GROUND LEAD TO EXISTING BURIED SUBMITTALS GROUND RING NEW SERVICE GROUND ELECTRODE FOR LCW WIRELESS LEGEND: . . 2 5/18/06 100% CONSTRUCTION DRAWINGS — -- ---- EXISTING BURIED GROUND RING E> EXISTING CAD WELD I 5/16/06 90% CONSTRUCTION DRAWINGS • NEW CAD WELD A A /DU O ISSUED FO REVIEW � ■It — — — NEW BURIED GROUND LEAD THE INFORMATION CONTAINED IN = NEW GROUND BAR THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN CH GROUNDING PLAN SCALE: 1/8 " =1' 1 rHATSTRI _ R- ELRATEIBITEDcw IS _ _ a�ieSWtvrra_ ANTENNA SECTOR "1" ANTENNA SECTOR "2" ANTENNA SECTOR "3" ` 0) • ��' '4 � ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA 1. REFER TO DWG. GN -3 FOR ADDITIONAL NOTES. w ., - tne114 Of`, COAX GND PIPE COAX GND PIPE COAX GND PIPE 2. ALL WORK IS TO COMPLY WITH ANY LOCAL ORDINANCES, CODES, AND ALL OTHER 4 c+\ I. , iP KIT CABLE SUPPORTS KIT CABLE SUPPORTS KIT CABLE SUPPORTS ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION, AS WELL AS PER LCW 18403 PE SPECIFICATIONS. i-E CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS AND ..10P7 #6 GND P RELATED FEES. #2 GND 4, P P 3. GROUNDING WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR MATE I OREGON AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL, TELEPHONE & LIGHTING 5 - 98 PROTECTION GROUNDING SYSTEMS, AS INDICATED ON THE DRAWINGS. 9 SECTOR GND BAR SECTOR GND BAR SECTOR GND BAR 4. ALL CONDUCTORS SHALL BE #2 SCUD TINNED BARE COPPER WIRE, UNLESS ' Q � ?• 123} o � � L OTHERWISE NOTED. 'y&`y0. E3- ■i • - EXISTING /NEW GROUND RING 5. THE CONTRACTOR MUST VERIFY THAT NEW GROUNDING SYSTEM RESISTANCE IS BOLTED CONNECTION SECTORS A, B & C & GPS / EQUAL TO OR LESS THAN FIVE (5) OHMS PER LCW SPECIFICATIONS. DIRECT TO TOWER STEEL ANTENNA BTS CABINET BTS CABINET 6. ALL BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC TYPE. ALL COMPRESSION COAX GND GND BAR CHASSIS CONNECTIONS SHALL BE (2) HOLE LONG BARREL LUGS HYDRAULICALLY CRIMPED GREENBURG . KIT CABLE TWICE AT TWO (2) LOCATIONS. ■ TOWER STEEL I I PDX -142 -A # GND I I 7. ALL METALLIC OBJECTS WITHIN SIX (6) FEET OF GROUNDED EQUIPMENT SHALL BE EXISTING #2 GND LEADS _ _ - - BONDED TO THE GROUNDING SYSTEM. 10185 SW CASCADE BLVD. TO TOWER STEEL) - - - - - 3 '..,,.. - „_1_,, ----,,,. 8. RUN ALL GROUND WIRES IN AN ORGANIZED MANNER, C- TAPPING WHERE POSSIBLE TO TIGARD, OR 4 #2 GND 1 FENCE CORNERS REDUCE THE NUMBER OF GROUND WIRES. AVOID CROSSING OF WIRES WHEREVER WASHINGTON COUNTY ' (E) ' TOWER- BOTTOM MASTER GND BAR @ ,, ,— #2 GND . C I TELCO H-FRAME POSSIBLE. POLE I GROUND BAR PLATFORM 9. INSTALL ALL GROUND WIRES IN A DOWNWARD SLOPE FOR MAXIMUM LIGHTNING • AC SERVICE ELECTRODE PROTECTION. SHEET TITLE: - (E) GND - # GND / 10. MAINTAIN ALL MINIMUM BENDING RADII OF THE GROUNDING WIRES. / _ �� • #2 CND 11. DO NOT REMOVE MORE INSULATION PROM THE GROUND WIRES THAN NECESSARY GROUNDING PLAN (E) GND RING T i WHEN EXOTHERMIC WELDING OR CRIMPING. IF EXCESS INSULATION IS REMOVED THE AND DETAILS (FIELD LOCATE) CONNECTION WILL BE CONSIDERED UNACCEPTABLE AND WILL BE CORRECTED PER THE LCW REPRESENTATIVE'S DIRECTION. STEEL PTC ICE GPS 12. ALL MECHANICAL CONNECTIONS AND SURFACES SHALL BE COATED WITH AN SHEET NUMBER: PLATFORM CABINET BRIDGE/ ANTENNA ANT- OXIDATION COMPOUND (KOPR - SHIELD OR EQUAL) BEFORE MATING. a GND BAR H -FRAME & POSTS G-1 ruACCIC GROUNDING SCHEMATIC SCALE: NTS 12 GENERAL GROUNDING NOTES 3 — LCW Wireless, LLC dba • . ANDREW COAX GROUND KIT Cricket LCW (TYP. EA. ANTENNA) 1 3995 Fairview Industrial Drive SE I Suite 120 ' �, All' • GROUND LEAD TO COAX Salem, OR 97302 • 1 / I Phone: 503-315-7833 -1-----)- '..MI GROUND LEAD TO ANTENNA Fax: 503 - 318 - 7840 PIPE MOUND (TYP. EA. PIPE MOUNT) COAX /JUMPER L. '_D TOWER TOP GROUND BAR (TYP. OF 3 BOLTED TO TOWER WITH NO INSULATED ALCOA STAND —OFF) Alcoa Wireless Services 3420 FOSTORIA WAY, SUITE A100 SAN RAMON CA. 94583 Office ( 925) 327 -7116 Fax (925) 327 -0521 I CAS PROJ. NO.: I DRAWN BY: B.K.U. CHECKED BY: R.D.B. SUBMITTALS 0 GPS ANTENNA 500 W QUARTZ, 120V WORK LIGHT ifaill TO 2 5/18/06 100% CONSTRUCTION DRAWINGS ANDREW COAX GROUND KIT I 5/16/06 90% CONSTRUCTION DRAWINGS GROUND LEAD TO FENCE CORNERS GROUND LEAD 0 4/24/06 ISSUED FOR REVIEW c — NEW LCW METERBASE/ • SVC. DISCONNECT THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS NEW GENERATOR PROPRIETARY BY NATURE. ANY RECEPTACLE COAX THA�WHICH L RELATE� TOLCW STRICTLY PROHIBITED. G u GROUN BUS � Q P :85 �� Pr I I TIMER SWITCH IN NSIDE CMO CABINET Q V� Q \� A 7r/ O NEMA 3R ENCLOSURE --- 3 " — GALVANIZED ANDREW COAX GROUND ,\� r STEEL PIPE SCH. 40 CMO (TYP. EA. COAX) ICE BRIDGE CABINET 1. III — NEW LCW PTC CABINET _ �� I 0 I I / I COAX OREGO PTC CABINET GROUND BUS STEEL POST - 4D3 t4 - / TELCO GROUND BUS TOWER —BOTTOM GROUND BUS I 9 O0 et p t 2 - 3t p WITH INSULATED STANDOFF — O / / i SVC ENTRANCE GROUND BUS . '�� *D. p 13011‘ I 1 _/ I a a a a I a -!1 _ 1111111 ■■ �I■MBINI — ; a MASTI GROUND BUS I - �. _ 111111 a _ _ MIN G ENBURG N CADWELD I i GROUND LEAD TO P -142 -A '' I I' " a 11 I' , . PLATFORM OR 1. 1 EXISTING GROUND RING CONCRETE REBAR 10185 SW CA BLVD. TIGARD, OR >1 I I • II AROUND TOWER WASHINGTON COUNTY — — --„I - - -41- � - 7.- - IF + T I T 1 1 -. II II , I 1 4 • 1 ' ' 11 L CAD TO GROUND RING 1 1, .' EXISTING BURIED GROUND RING II — L - J 11 EXISTING BURIED GROUND RING ' I_I U • = II L_I I II 11 EXTEND AS REQ.'D AROUND I SHEET TITLE: II x ' - I I II II CMO CABINET AND PLATFORM 1 11 11 GROUNDING ELEVATION 1 1 - - NEW 3/4"x8 COPPER CLAD SERVICE — H II II ENTRANCE GROUND ELECTRODE I II 11 II ( N ./ \ / II II II II SHEET NUMBER: 1 I 1 �� f �� I I I G -2 UTILITY SITE ELEVATION SCALE: NTS 3 ANTENNA LCW Wireless, LLC MOUNTING F. 0 PIPE (TYP. ) ,te dba #2 AWG GREEN INSULATED, N_NEW ANTENNA k, x STRANDED GROUND WIRE (TYP.) �� Cricket LCW • W/ EXOTHERMIC CONNECTION TO ANTENNA MOUNTING PIPE I I 3995 Fairview Industrial Drive SE (TYP. FOR EACH ANTENNA) �' Suite 120 Salem, OR 97302 • TYPE NC TYPE HA TYPE SS TYPE PT Phone: 503 -315 -7833 TOWER -TOP GROUND BAR ■ • �" ' Fax:503- 318 -7840 (4"x12" TINNED CU) (TYP.), •.�., MI, ATTACH TO PLATFORM. , ANDREW COAX GROUND KIT ..s. . " "41 / GROUND KIT FROM ?,! COAXIAL CABLE TO G OP �N TE��P GROUND BAR (TYPICAL ALL ISM To I \ - ; COAX PORT (T(P OF 3) CABLES) �` ALCOA \ , NI TYPE GT TYPE OR TYPE VS TYPE XA TYPE GL LUG Alcoa Wireless / 1 -- - - QP - GROUN DING CABLE 1 Services 1 3420 SAN RAAMON 94583 2 BARE TINNED Cu o °\ A WO HOLE STAINLE ST L OFaxe(925)j327 -0521 CRIMP -TYFE LUG I TO ANTENNA PIPE MOUNT °o °og\ IIURNDY C\T NO. YA6CL 2TC 8 ' (TYP. FOR EA ANTENNA) ° ° TYPICAL GROUNDING @ ANTENNAS 2 CAD WELD DETAILS 4 CAS ^\ • ° ° ( DRAWN BY: B.K.U. A • • TOWER -TOP GROUND :US GRADE BOLTED DIRECTLY TO OW:R STEEL \ o „ „ 14V:el' .--r CHECKED BY. R.D.B. I WITH NO INSULATED S • N:OFFS Vi . .h l r i4,1 r. ;.,.' .0 I (TYP. OR 3) L Orr' I I 11 11 T - NO. 2T, SOFT o - III II- III - III�II- III - III III III DRAWN TINNED M II I III -111— III — ICI- 1I�I -I1 -111 SOLID COPPER SUBMITTALS EXOTHERMIC CONDUCTOR =li. • CONNECTION �*_ MONOPOLE TOWER 1 "\ ULTRAWELD NO. + . #2 AWG. SOLI N C O N W TH 2 5/18/06 100% CONSTRUCTION DRAWINGS TINNED BAR NO. N UWM90 1 5/16/06 90% CONSTRUCTION DRAWINGS COPPER GROUND WELDMETAL. RING CONDUCTOR o 5/25/06 ISSUED FOR REVIEW 1� COPPER CLAD NO. 5810, 5/8" x THE INFORMATION CONTAINED IN GROUND ROD 10' COPPER CLAD THIS SET OF DOCUMENTS IS GROUNDING CABLE EXPOSED BARE COPPER TO BE 5/8" x 10' - GROUND ROD PROPRIETARY BY NATURE. ANY KEPT TO ABSOLUTE MINIMUM. NO LANG SPACED USE OR DISCLOSURE OTHER THAN INSULATION ALLOWED WITHIN THE MIN. 8 - MAX. THAT WHICH RELATES TO LOW IS ;;;;;;;;:1:;:;;OACK ) 10' G" APART STRICTLY PROHIBITED. • O AX PRT 3/8SIO �1 II. TO BACK to .44, �� • • COAX CONNECTION �\ 8443 PE q � ,,, II ID �LO CK WASHER (TYP) ANDREW COAX GROUND KIT FLAT WASHER NUT (TYP) GROUND ROD DETAIL 5 • • • (TYP) FLAT WASHER (TYP) F.EJN1 • GROUND LEAD ; • GROUND BUS 9 0 �xp to s d o CADWELD SECTION A -A � /�� ° oo`° � q NOTES: 2 SOLID °q o ° ° ° 1. COAXIAL ANTENNA CABLE GROUNDING AT ANTENNA SHALL BE SIMILAR # 8'' DIA PVC TEST WELL WITH TINNED °° ° AS APPLICABLE TYPICAL FOR ALL BONDING CONDUCTOR CONNECTIONS REMOVABLE COVER INSTALLED FLUSH GGPB1 �° ° ° ° ° COPPER WITH FINISH GRADE GREENBURG ° °° TO GROUND BAR PLATE. GROUND WIR TO ° ° ° GRADE PDX -142 -A I A % N - TOWER - , BOTTOM GGROUND • 2. DOUBLING UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. • ,y IiITh - ?c 10185 SW CASCADE BLVD. ' BOLTED WITH INSULATED S AN-OFFS a - I I- 1=� 1> I Ii(_ - 1= rg1 1 I I IIII II I -11I=1117 I f 11IIII�III�1��1 WASHINGTON COUNTY • 3 PROVIDE ANDREW 36" GROUNDING CABLE REQUIRING FIELD • \� • ATTACHABLE CRIMP ON LUG. DO NOT USE THE LUGS PROVIDED WITH '-,,x E G THE GROUNDING KIT PROVIDE TWO HOLE LUGS AS SHOWN IN COAXIAL NOTCH SIDES OF SLEEVE TO / ,0 , EXOTHERMIC CONNECTION SHEET TITLE: 81 RIN ANTENNA CABLE GROUNDING AND GROUND BAR PLATE CONNECTIONS ALLOW ENTRANCE /EXIT OF :;`I 1/ • TO UP . DETAIL AT ANTENNA, PROVIDE CRIMP TYPE 'C' TAP FOR CONNECTION GROUND WIRE 01 24" OF CRUSHED GRAVEL BELOW • GO , TO GROUND CONDUCTOR_ GROUNDING CABLE SHALL BE FIELD CUT TO 24 GROUNDING DETAILS SHORTEST LENGTH POSSIBLE. E".".1 .'1 CONNECTION - CONNECTION SHALL "'' REMAIN VISIBLE FOR INSPECTION III O 4. USE TWO HOLE LUGS ONLY DO NOT ATTACH TO GROUND BAR BACK TO COPPER CLAD GROUND ROD TO BIERI�G BACK c? 5/8 x 10' -0 LONG SHEET NUMBER: RG D I V ' G G _ 3 TYPICAL GROUNDING @ ANTENNAS 1 COAX & GROUND BAR CONNECTIONS 3 GROUND TEST WELL DETAIL NOT RED.'D AT SITES WITH I EXISTING TEST WELL 6 GENERAL REQUIREMENTS: SITE WORK AND DRAINAGE C. Unless otherwise instructed by Cricket, remove trees, brush and debris from the Earthwork, Excavation, and Grading property to an authorized disposal location. LCW Wireless, LLC 1. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations, D. Prior to placement of fill or base materials, roll the soil. dba and lawful orders of any public authority, municipal and utility company specifications, and Part 1 - General E. Where unstable soil conditions are encountered, line the grubbed areas with stabilizer local and state jurisdictional codes bearing on the performance of the work. The work mat prior to placement of fill or base material. Cricket LCW performed on the project and the materials installed shall be in strict accordance with all 1.01 Work Included: Refer to survey and site plan for work included. 3995 Fairview Industrial Drive SE applicable codes, regulations, and ordinances. 3.03 Installation Suite 120 1.02 Related Work A. The site and turnaround areas shall be at the sub -base course elevation prior to forming Salem, OR 97302 2. The Architect /Engineer has made every effort to set forth in the construction and contract A. Construction of equipment foundations foundations. Grade or fill the site and access road as required to produce even distribution of Phone: 503- 315 -7833 documents the complete scope of work. The contractor bidding the job is nevertheless cautioned B. Installation of antenna system spoils resulting from foundation excavations. The resulting grade shall correspond with said Fax: 503 -318 -7840 I • that minor omissions or errors in the drawings and or specifications shall not excuse said sub -base course. Elevations are to be calculated from finished grades or slopes indicated. contractor form completing the project and improvements in accordance with the intent of these 1.03 Descriptions B. Clear excess spoils, if any, from job site and do not spread beyond the limits of Cricket documents. A. Access Road, turnaround areas, and sites are constructed to provide a well drained, lease property unless authorized by project manager. 63 easily maintained, even surface for material and equipment deliveries and maintenance C. The access road shall be brought to base course elevation prior to foundation 3. The contractor or bidder shall bear the responsibility of notifying (in writing) Cricket's personnel access. construction. representative of any conflicts, errors, or emissions prior to the submission of contractor's D. Do not create depressions where water may pond. ALCOA proposal or performance of work. 1.04 Quality Assurance E. The contract includes all necessary grading, banking, ditching and complete surface A. Apply soil sterilizer in accordance with manufacturer's recommendation (use as course for access road. All roads or routes utilized for access to public thoroughfare is included Alcoa Wireless 4. The scope of work shall include furnishing all materials, equipment, labor and all other needed). in scope of work unless otherwise indicated. Services materials and labor deemed necessary to complete the work/project as described therein. B. Vegetation landscaping, if included within the contract, will be placed and maintained F. When improving an existing access road, grade the existing road to remove any organic 3420 FOSTORIA WAY, SUITE A100 as recommended by nursery industry standards. matter and smooth the surface before placing fill or stone. SAN RAMON CA. 94583 Office (925) 327 -7116 5. The contractor shall visit the job site prior to the submission of bids or performing work to G. Place fill or stone in 3" maximum lifts and compact before placing next life. Fax (925) 327 -0521 familiarize himself with the field conditions and to verify that the project can be constructed in 1.05. Sequencing H. The finish grade, including top surface course, shall extend a minimum of 12" beyond accordance with the contract. A. Contractor is responsible for layout and construction staking. the site fence and shall cover the area as indicated. I CAS PROs. NO.: B. Grub the complete road and site area prior to foundation construction or placement of I. Riprap shall be applied to the side slopes of all fenced areas, parking areas and to all 6. The contractor shall obtain authorization to proceed with construction prior to starting work backfill or sub -base material. other slopes greater than 2:1. I DRAWN BY B.K.U. on any item not clearly defined by the construction drawings /contract. C. Construct temporary construction zone along access drive. J. Riprap shall be applied to the sides of ditches or drainage swales as indicated on plans. D. The site area will be brought to sub -base course elevation and the access road to base K. Riprap entire ditch for 6' -O" in all directions at culvert openings. I CHECKED BY: R.D.B. 7. The contractor shall install all equipment and materials according to the course elevation prior to forming foundations. L. Seed, fertilizer and straw cover shall be applied to all other disturbed areas and ditches, manufacturer's /vendor's specifications unless otherwise or where local codes or ordinances take E. Apply soil sterilizer prior to placing base materials. drainage, swales, not otherwise rip- rapped. SUBMITTALS precedence. F. If required, grade, seed, fertilize and mulch disturbed areas immediately after bringing M. Under no circumstances shall ditches, swales or culverts be placed so they direct water the site and access road to base elevation. Water to ensure growth. towards, or permit standing water immediately adjacent to, site. If owner designated or design 8. The contractor shall maintain a full set of construction documents at the site, updated with G. Remove excess gravel from temporary construction zone. elevations conflict with the guidance, advise the owner immediately. the latest revisions and addendums or clarifications available for the use of all personnel H. After applications of final surfaces, apply soil sterilizer to the stone surfaces. N. If a ditch lies with slopes greater than ten percent, mound diversionary headwalls in involved with the project. the ditch for 6' -0" above the culvert entrance. . 1.06 Submittals O. Seed and fertilizer shall be applied to surface conditions which will encourage rooting. 2 5/18/06 100% CONSTRUCTION DRAWINGS 9. The contractor shall supervise and direct the project described herein. The contractor shall be A. Before construction Rake areas to be seeded to even the surface and to loosen the soil. I 5/16/06 90% CONSTRUCTION DRAWINGS solely responsible for all construction means, methods, techniques, sequences, and procedures, 1. If landscaping is applicable to the contract, submit two copies of the landscaping P. Sow seed in two directions in twice the quantity recommended by the seed producer. 0 L/24/06 SSUED FOR REVIEW and for coordinating all portions of the work under the contract. plan under nursery letterhead. If a landscape allowance is included in the contract, provide an Q. It is the contractor's responsibility to ensure growth of seeded and landscaped areas by itemized listing of proposed costs under nursery letterhead (refer to site plan for landscaping watering up to the point of release from the contract. Continue to rework bare areas until THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS 10. The contractor shall be responsible for obtaining all permits and inspections which may be requirement). complete coverage is obtained. PROPRIETARY BY NATURE. ANY required for the work by the architect/engineer, the State, County or local government 2. Submit for approval 1/2 cubic foot of the proposed surface course material. USE OR DISCLOSURE OTHER THAN re q Y g Y g PP P P TL Y PROHIBIT D • authority. 3. Landscaping warranty statement, if required. 3.04 Field Quality Control Part 2 - Products A. Compaction shall be 90% maximum density in accordance with ASTM D -1557 for site 1L The contractor shall make necessary provisions to protect existing improvements, work and 95% maximum density under slab areas. Areas of settlement will be excavated and . easements, paving , curbing, etc. during construction. Upon completion of work, the contractor 2.01 Materials refilled at contractor's expense. CO Rt l �+ k shall repair any damage that may have occurred due to construction on or about the property. A. Road and site materials: fill material shall be acceptable. Select fill shall be in - accordanc e with local Department of Highway and public transportation standard specifications. 3.05 Protection THAT 44 E '��/ 9 � O 12. The contractor shall keep the general work area clean and hazard free during construction B. Soil sterilizer shall be EPA registered, of liquid composition and of pre - emergence A. Protect seeded areas from erosion by spreading straw to a uniform loose depth of 1" - I... _ ` 18403 PE ' e vi and dispose of all dirt, debris and rubbish, and remove equipment not specified as remaining on design. 2 ". Stake and tie down as required. Use of erosion control mesh or mulch net shall be an the property. Premises shall be left in clean condition and free from plain spots, dust or smudges C. Soil stabilizer fabric shall be Mirafi or equal - 500 at access road and soak at acceptable alternative. of any kind. compound. B. All trees placed in conjunction with a landscape contract shall be wrapped, tied with E'3(j .j CW IS 1 D. Gravel fill: Well graded, hard, durable natural sand and gravel, free from ice and snow, hose protected wire and secured to stakes extending 2' -0" into the ground on four sides of the 5 13. The contractor shall comply with all pertinent sections of the applicable building codes and roots, sod rubbish, and other deleterious or organic matter. Material shall conform to the tree. . all OSHA requirements as they apply to this project. following gradation requirements. C. All exposed areas shall be protected against washouts and soil erosion. Straw bales shall �. 0, e {4 ' 12.3 u , z. :if 7/ be placed at the inlet approach to all new or existing culverts. . D e 14. The contractor shall notify Cricket's representative where a conflict occurs on any of the U S Sieve No. % Passing by Weight contract documents- The contractor is not to order material or construct any portion of the work 4" 100 Chain Link Fence G' ' RG ' that is in conflict until conflict is resolved by Cricket's representative. 1/2" 50 - 85 PDX- 142-A #4 40 - 75 Part 1- General 15. The contractor shall verify all dimensions, elevations, property lines, etc. on the job #10 30 - 60 10185 SW CASCADE BLVD. #40 10 -30 4.01 Sequencing TIGARD, OR 16. The contractor shall notify the RF Engineer for antenna azimuth verification (during antenna # 100 5 - 20 A. If the site area has been brought up to surface course elevation prior to fence WASHINGTON COUNTY installation) prior to coordinating site sweeping. #200 0 - 8 construction, fence post excavation spoils must be controlled to preclude contamination of said surface course. 17. The contractor shall submit, at the end of the project, a complete set of as -built drawings to Gravel fill to be placed in lifts of 9" maximum thickness and compacted to 95% density. SHEET T ITLE: Cricket's project manager. The contractor must provide close -out documents at the final 4.02 Applicable Standards inspection walk before payments will be made. 2 02 Equipment ASTM -A 120 Specification for pipe, steel black and hot-dipped zinc coated (galvanized) GENERAL NOTES A. Compaction shall be accomplished by mechanical means. Larger areas shall be welded and seamless for ordinary uses. SHEET 1 compacted by sheeps foot, vibratory or rubber tied rollers weighing at least five tons. Smaller ASTM -A 123 Zinc (hot -dip galvanized) coating on iron and steel products. areas shall be compacted by power - driver, hand held tampers. ASTM -A525 Standard specification for steel sheet zinc coated (galvanized by the hot - dipped SHEET NUMBER: B. Prior to other excavation and construction efforts grub organic material to a minimum process. 5 of 6" below original ground level. Federal Specification RR -F -191- Fencing, wire and post metal (and gates, chain link fence fabric and accessories). GN- 1 Part 2- Products grade, equipment pads, and guardpost foundations. 3. All other concrete not specified - design compressive strength at 28 days of 3,000 psi. 4. Concrete specification for monopole or tower foundation shall conform to LCW Wireless, LLC u 4.03 Fence Materials 1.02 Related Work manufacturer's recommendations. dba • A. All fabric, wine, rails, poles, hardware and other steel materials shall be hot - dipped A. Coordinate under slab conduits. C. Use accelerating admixtures in cold weather only when approved by the engineer. Use Cricket LCW galvanized. B. Coordinate with Grounding. of admixtures will not relax cold weather placement requirements. B. Fabric shall be 8' -0" high x 2" chain link mesh of No. 9 gauge (0.148) wire. The fabric D. Use set- retarding admixtures during hot weather only when approved by the engineer. 3995 Fairview Industrial Drive SE shall have a twisted and barbed finish for the top edges and a knuckled finish for the bottom 1.03 Applicable Standards E. Add air entraining agent to concrete mix for concrete work subject to or exposed to Suite 120 edges. Fabric shall conform to the specifications of ASTM A -392 class 1. A. ACI -301 - Specifications for structural concrete buildings. exterior. Salem, OR 97302 C. Barbed wire shall be double - strand, 12 gauge twisted wire, with 14 gauge 4 point round B. ACI 347 - Guide to formwork for concrete. Phone: 503- 315 -7833 barbs spaced at 5" O.C. C. ASTM C33 - Concrete aggregates. Part 3- Execution Fax: 503- 318 -7840 D. All posts shall be Schedule 20 galvanized steel pipe and shall be Type 1 ASTM A -123 D. ASTM C94 - Ready -mixed concrete. and of the following diameter (OD per fence industry standards). E. ASTM C150 - Portland cement. 3.01 Inspection Line 2 -3/8" F. ASTM C260 -Aur- entraining admixtures for concrete. The contractor shall verify anchors, seats, penetrations, plates, reinforcement, and other items to Corner 3" G. ASTM C309 - Liquid membrane forming compounds for curing concrete. be cast into concrete are accurately placed, held securely, and shall not cause hardship in El/ Gate 3" H. ASTM C494 - Chemical admixtures for concrete. placing concrete. E. Extend gate and corner posts 12 ", including dome cap, to provide for attachment of I. ASTM A615 - Steel welded wire fabric for concrete reinforcement. ALCOA barbed wire. J. ASTM A185 - Steel welded wire fabric for concrete reinforcement. 3.02 Preparation F. All top and braced rail shall be 1 -5 /8" diameter Schedule 20 mechanical- service pipe. A. The contractor shall prepare previously placed concrete by cleaning with steel brush Alcoa Wireless Frames shall have welded corners. 1.04 Quality Assurance and applying bonding agent. Apply bonding agent in accordance with manufacturer's Services G. Gate frames shall have a full- height vertical brace and a full -width horizontal brace, Concrete materials and operations shall be tested and inspected by the engineer. instructions. 3420 FOSTORIA WAY, SUITE A100 secured in place by use of gate brace clamps. SAN RAIAON CA 94583 Office (9255 327 -7116 H. Gate hinges shall be Merchants Metal model 64386 hinge adapter with model 6409, 188 1.05 Tests 3.03 Placing Concrete Fax (925) 327 -0521 degree attachment, or equal. Concrete materials and operations shall be tested and inspected by the engineer as the work A. The engineer shall be notified not less than 24 hours in advance of concrete placement. I. The guide (latch assembly) shall be tamper proof. progresses. Failure to detect any defective work or material shall not in any way prevent later Unless inspection is waived in each case, placing of concrete shall be performed only in the I CAS PROL NO J. Latches, stops, and keepers shall be provided for all gates. material rejection when such defect is discovered, nor shall obligate the engineer for final presence of the engineer. K. All stops shall have a full- height plunger bar with dome cap. acceptance. Concrete shall not be placed until all formwork, embedded parts, steel reinforcement, I DRAWN BY B.K.U. L. Double gates shall have a full- height plunger bar with dome cap. A. Five concrete test cylinders shall be taken of the tower and pier foundation. Two shall foundation surfaces, and joints involved in the placing have been approved, and until facilities M. A No. 7 gauge zinc coated tension wire shall be used at the bottom of the facric, be tested at three (3) days, two at twenty -eight (28) days. The fifth cylinder shall be kept acceptable to the Cricket representative have been provided and made ready for I CHECKED BY: R.D.B. I terminated with band clips at corner and gate post. separately, if required to be used in the future. accomplishment of the work as specified. Concrete may not be ordered for placement until all N. A 6" x 1/2" eye -bolt to hold tension wire will be placed at line posts. B. One additional test cylinder shall be taken during cold weather and cured on site under items have been approved and Cricket has performed a final inspection and given approval to SUBMITTALS O. Stretcher bars shall be 3/16" x 3/4" or have equivalent cross sectional area. same conditions as concrete it represents. start placement testing. P. All corner, gate and end panels shall have a 3/8" truss rod with turnbuckles and be C. One slump test shall be taken for each set of test cylinders taken. B. Placement of concrete shall be in accordance with ACI 301. . braced with one 1 -5/8" horizontal compression member, security attached with iron fittings. C. The contractor shall ensure that reinforcement, inserts, embedded parts, formed joints, R. Provide other hardware including but not limited to tie clips, band clips and tension Part 2- Product and vapor barriers are not disturbed during concrete placement. band clips. . S. Barbed wire gate guards shall be fitted with dome daps. 2.01 Concrete Materials 3.04 Surface Finishes 2 5/18/06 100% CONSTRUCTION DRAWINGS T. Barbed wire support arms shall be cast iron with set bolt and lock wire in the arm. Concrete shall be composed of Portland Cement, water, fine and coarse aggregates, and A. Surfaces against which backfill or concrete shall be placed require no treatment except 1 5/16/06 90% CONSTRUCTION DRAWINGS U. All caps shall be cast steel. admixtures as specified below. All well mixed and brought to proper consistency. repair of defective areas. o ai2ai06 SSUED FOR REVIEW V. If specified on drawings, install redwood slatting in between all fabric wire - full A. Cement: Cement shall be Type 11, gray color, low- alkali Portland cement conforming to B. Surfaces that will be permanently exposed shall present a uniform finish provided by height. ASTM C150. the removal of fins and the fillip of holes and other irregularities with ack rout, or THE INFORMATION CONTAINED IN g dry g by THIS SET OF DOCUMENTS IS B. Fine and coarse aggregates: Aggregates for use in concrete shall comply with ASTM sacking with utility or ordinary grout. PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN Part 3- Execution C33. C. Surfaces that would normally be level and which will be permanently exposed to the THAT WHICH RELATES TO LOW IS C. Water: Water for mixing and curing concrete shall be free from sewage, oil, acid, alkali, weather shall be sloped for drainage. Unless engineer's design drawing specifies a horizontal STRICTLY PROHIBITED. and slats, and shall be free from objectionable quantities of silt and other deletenous substances. surface, surfaces such as stair treads, walls, curbs, and parapets shall be sloped approximately �g, ?ROF S� S204A, C 3.01 Inspection: Excavate post holes per construction document. Confirm proper depth and 1/4 per foot. C diameter of post hole excavations. 2.02 Admixtures D. Surfaces that will be covered by backfill or concrete shall be smooth screened. (.) c. \ - - .A �i 4 o . . • A. Air entrainment: Air entraining agent shall conform to ASTM C280. The admixture E. Exposed slab surfaces shall be consolidated, screened, floated, and steel troweled. Hand 1 1 8403 PE 3.02 Installation shall be added as part of the computed mixing water requirements. Agents prepared in solution or power -driven equipment may be used for floating. Floating shall be started as soon as the .. A. Post foundations shall have a minimum 6" concrete cover under post. shall be maintained at a uniform strength and shall be batch by means of reliable mechanical screened surface has attained stiffness to permit finishing operations. Floating shall be A B. All fence posts shall be vertically plumb within 1/4" in 8' -0 ". dispensers. continued the minimum time required to produce a surface uniform in texture and free from OREGON C. At corner posts, gate post and sides of gate frame, fabric shall be attached with stretcher B. Chemical admixtures: ASTM 494, Type A Water reducing and retarding. screened marks or other imperfections. The final finish shall be produced by use of steel - bladed t..-1 498 and tension band clips at l' -3" intervals. finishing trowels. Steel troweling shall commence only after the surfaces to be finished have '90 ® a ' �C7 D. At line posts, fabric shall be attached with band clips at 1' -3" intervals. 2.03 Curing Compound: ASTM C309, Type 1, Class B; translucent. been brought to correct elevation and all surface imperfections corrected, and shall be continued Q x -.12'31- (� . E. Attach fabric to brace rails, tension wire and truss rods with tie clips at 2' -0" intervals. only until the surface is smooth and uniform in texture and appearance. If free water is brought C V fl ROW F. A maximum gap of 1" will be permitted between the chain link fabric and the final 2.04 Accessories to the surface during the finishing operations, it shall be removed by sponging. Finishing shall grade. A. Nonshrink grout: Premixed compound consisting of nonmetallic aggregate, cement, be timed and performed so that extra water need not be applied to the surface being troweled. G. Gates shall be installed so locks are accessible from both sides. water reducing and plasticizing agents; capable of developing minimum compressive strength GREENBURG H. Gate hinge bolts shall have their threads peened or welded to prevent unauthorized of 7,000 psi in 28 days. 3.05 Patching PDX- 142-A removal. B. Joint fillers bituminous type, ASTM D1751 or non - bituminous type, ASTM D1752. The contractor shall notify the engineer immediately upon removal of the forms to observe C. Anchor bolts: ASTM A307, unprimed. concrete surface conditions. Imperfections shall be patched according to the engineer's 10185 SW CASCADE BLVD. TIGARD, OR 3.03 Protection: Upon completion of erection, inspect fence material and paint field cuts or direction. WASHINGTON COUNTY galvanizing breaks with zinc -based paint color to match the galvanizing process. 2.05 Concrete Mix A. Concrete shall be proportioned for workability, maximum density, strength, and 3.06 Defective Concrete CONCRETE durability requirements in accordance with ACI 301, the 28 -day design compressive strength of The contractor shall notify or replace concrete not conforming to required levels and lines, SHEET TITLE: concrete shall be as specified on the drawings. Concrete furnished may be a commercial ready- details, and elevations as specified in ACI 301. Cast -in -Place Concrete mix provided that delivery to the placing location is satisfactorily established as occurring not GENERAL NOTES later than 45 minutes after addition of water to the mix. Slump of delivered concrete shall not 3.07 Protection SHEET 2 Part 1- General exceed 5 ". A. Immediately after placement, the contractor shall protect the concrete from premature B. The following strengths shall be used: drying, excessively hot or cold temperatures, and mechanical injury. Finished work shall be SHEET NUMBER: 1.01 Description 1. Fence posts foundations - design compressive strength at 28 days of 2,000 psi. protected. ,i Work includes construction of cast -in -place concrete foundations including furnishing and 2. Equipment foundations - design compressive strength at 28 days of 2,90D psi. B. Concrete shall be maintained with minimal moisture loss at relatively constant GN -z installing ready -mix concrete, reinforcing, formwork, and accessory materials as shown on the temperature for period necessary for hydration of cement and hardening of concrete. 1 V drawings. Cast -in -place concrete includes all site concrete, including foundations, slabs on 4. The antenna cables shall be grounded at the top and bottom of the vertical run for lighting protection. The antenna cable shield shall be bonded to a copper ground bus at the lowermost LCW Wireless, LLC point of a vertical run just before it begins to bend toward the horizontal plane. Wire runs to dba ground shall be kept as straight and short as possible. The antenna cable shield shall be Cricket LCW grounded just before entering the cell cabinet. Any antenna cables over 200 feet in length shall also be equipped with additional grounding at midpoint. 3995 Fairview Industrial Drive SE Suite 120 5. All grounding conductors inside the building shall be run in conduit raceway system and Salem, OR 97302 shall be installed as straight as practical with minor bends to avoid obstructions. The minimum Phone: 503- 315 -7833 bending radius of #2 grounding conductor is 8 ". PVC raceway may be flexible or rigid per the Fax: 503 -318 -7840 field conditions. Grounding conductors shall not make contact with any metallic conduits, surfaces, or equipment. • 6. Provide PVC sleeves where grounding conductors pass through the building walls and/or 1 ceilings. p 7 LCOA . Install ground bushings on all metallic conduits and bond to the equipment ground bus in ~ the panelboard. Alcoa Wireless Services 8. Ground antenna bases, frames, cable racks, and other metallic components with #2 3420 FOSTORIA WAY, SURE A100 grounding conductors and connect to insulated surface mounted ground bars. Connection SAN RAMION CA. 94583 Office ((925) 327 -7116 details shall follow manufacturer's specifications for grounding. Fox 025) 327 -0521 9. Ground coaxial shield at both ends using manufacturer's guidelines. I CAS PROT. NO.: • 10. Ground field test procedure I DRAWN BY: B.K.U. The contractor shall be responsible to provide a "Fall of Potential" test on the new supplemental ground field prior to final connection of the grounding system to the equipment. I CHECKED BY: R.D.B. The test shall be performed by an qualified and certified testing agent. Provide independent test results to the project manager for review. The ground system resistance to earth ground SUBMITTALS shall not exceed ten (10) ohms. The contractor shall be responsible to provide additional ground connections as required to meet the 10 ohms maximum. • 2 5/18/06 100% CONSTRUCTION DRAWINGS I 5/16/06 90% CONSTRUCTION DRAWINGS 0 4/24/06 SSUED FOR REVIEW Iv' THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO LCW IS STRICTLY PROHIBITED. p MFESS 04 ... _ ..,: 18403 FE • OREGON 5 -14.96 CO �OQ e4 A 12-31' x (0 M _ 0:1/4 • GREENBURG PDX -142 -A 10185 SW CASCADE BLVD. TIGARD, OR WASHINGTON COUNTY SHEET TITLE: GENERAL NOTES SHEET 4 SHEET NUMBER: i GN -4 1079 N. 204`" Avenue Elkhorn, NE 68022 SEMAAN ENGINEERING SOLUTIONS Ph: 402- 289 -1888 Fax: 402- 289 -1861 6cf P aoto ( ©0 D___ 100 ft Valmont Monopole With a proposed 16 ft extension Structural Analysis RECEIVED MAY s 9 2006 CITY OF TIGAJ D BUILDING DAY $dON Prepared for: - Global Signal 301 North Cattlemen Road, Suite 300 Sarasota, FL 34232 Site: 3010691 For Cricket 10185 SW cascade Blvd. Tigard, OR JUN 3 0 2006 (.a ► 61Y 0% e ��ERTL 4 3 May 3, 2006 • Mr. Ted Wheless Global Signal 301 North Cattlemen Road, Suite 300 Sarasota, FL 34232 Re: Site Number I 3010691 -10185 Sw Cascada Blvd - Tigard. OR. Dear Mr. Wheless: We have completed the structural analysis for the existing monopole, located at the above referenced site. The purpose of this analysis is to determine that the existing monopole design is in conformance with the TIA/EIA Rev F standard and local building codes for the proposed antennae loads installation. Refer to the Review and Recommendations section at the end of this report for the analysis results. Description of Structure: The structure is a 100 ft Valmont Monopole, with a proposed 16 ft extension. The extension shall match the shape and taper of the existing top section of the monopole, and be fabricated from 3/16" thick steel (Fy = 65). The extension shall be fabricated by the original pole manufacturer. Refer to Valmont order # 12317 -95 dated December 19, 1995 for a detailed description of the structure. Method of analysis: The tower was analyzed using Semaan Engineering Solutions' software suite for communication structures. The structural analysis is performed using the SAPS finite element engine. The method is 3D, non - linear, which accounts for the second order geometric effects due to the displacements. It also treats guys as exact cable elements and therefore is ideal for guyed towers. The analysis was performed in conformance with TIA /EIA Rev F and local building codes for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed (fastest mile). This is in conformance with the IBC 2003: Section 1609.1.1, Exception (5) and Section 3108.4. Wind is applied to the structure, accessories and antennas. • Page 2 Structure loading: The following loads were used in the tower analysis: Elev (ft) Qty Antennas Mounts Coax Carrier 97.0 9 RR65- 19 -02DP (1) Platomm w/ rails (18) 7/8" Sprint 4 BXA- 185060/12CF (4) 1 5/8" 55.0 5 BXA -8006318 — (1) Platomi w/ rails (5) 1 5/8" Verizon Proposed Loads: Elev (ft) Qty Antennas Mounts Coax Carrier 115.0 _ 3 HB X- ID- 19 -65 -00T Flush mounted (6) 1 5/8" Cricket All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. All transmission lines are assumed running inside of pole shaft. Results of Analysis: Refer to the attached Computer Summary sheets for detailed analysis results. Structure: The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 99.1%. Foundation: Pole Reactions Original Design Current Analysis % Of Reactions Reactions Design Moment (ft-kips) 935.25 929.42 99.4 Shear (kips) 13.30 13.59 102.2 The analysis reactions are less than the design reactions therefore no foundation modifications are required. Review and Recommendations: Based on the analysis results, the existing structure meets the requirements per the TINEIA Rev F standards for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed. This wind speed is equivalent to a 100 mph 3- second gust. • Page 3 • i . SEMAAN ENGINEERING SOLUTIONS Job Information 1079 N.204th Avenue Pole : 3010691 Code: TIA/EIA Rev F Elkhorn, NE 68022 Description : Phone: 402 - 289 - 1888 Client : Global Signal Fax: 402 - 289 - 1861 Location : - Tigard, OR Shape : 12 Sides Base Elev (ft): 0.00 Copyright Semaan Engineering Solutions, Inc Height : 116.00 (ft) Taper: 0.179979(in /ft) Sections Properties _ Diameter (in) Overlap Steel 116' 115 r -r ^ Shaft Length Accross Flats Thick Joint Length Taper Grade L Section (ft) Top Bottom (in) Type (in) (in /ft) (ksi) 1 55.000 21.80 31.70 0.281 0.000 0.179979 65 16' - 0" 2 48.917 14.13 22.94 0.219 Slip Joint 47.000 0.179979 65 3/16" Thick 3 16.000 11.26 14.13 0.188 Butt Joint 0.000 0.179979 65 (65 KSI) Discrete Appurtenance 100' -0" i4 Attach Force 9T - 0" Elev (ft) Elev (ft) Qty Description 115.000 115.000 3 HB- X- ID- 19- 65 -00T 97.000 97.000 1 Platorm w/ rails 97.000 97.000 9 RR65- 19 -02DP 55.000 55.000 5 BXA- 80063/8 55.000 55.000 4 BXA- 185060/12CF 55.000 55.000 1 Platorm w/ rails Linear Appurtenance Elev (ft) Exposed 48' - 11" From To Description To Wind 7/32" Thick 0.000 55.000 1 5/8" Coax No (65 KSI) 0.000 55.000 1 5/8" Coax No 0.000 97.000 7/8" Coax No 0.000 115.0 1 5/8" Coax No Load Cases [ 116'-0" 55 55' - 0" No Ice 80.00 mph Wind with No Ice Ice 69.28 mph Wind with Ice Reactions 47" Moment Shear Axial 51, - 1" Load Case (Kip -ft) (Kips) (Kips) No Ice 929.42 13.59 13.50 Ice 793.50 11.27 17.78 55' -0" 9/32" Thick (65 KSI) on" V Y � I Load Case : No Ice Max Stress 99.1% at 0.0ft ;0:02' 115.000 2:54 ( I 110.000---___ ' ._.._..._.- _ .. _...._..-- ------ ...--- ' -52i. 491 105.000- ; !.__... ..... - 7 17 < ERE 100.000 - ? 7:27~ - -._ - ',tu 07 95.000 - • I ...... 524 I < _15.68 90.000 ! ........................ .....:... ........__............._.._... 20.42.. i.. 52 85.000- ........_ .... 2 4 : 4 :4 1 KEE 80.000- '2790 30.89 - - - -, 75.000- ------- ._.....-- �-- .._..._.__....__ __- _.__..... - - -- _- -- - -_. i _._.__. � 70.000- ........_ 33:51. E 65.000- -; ._.._.._ ......... -I -- _.._..__..._...._ -L..._ x52 35.81° o 60.000- ...... ..................i. t.m 37:85 52 d 55.000 - • 33.74 w 50.000- ! ;....... 52 ,. 37:35 ! , 45.000- - , i . . 40.000 - !, .. 39.90 ... 42 ;11 35.000 - .. ......... .......... -44.04 52��. 30.000- ......._..._ .................. ............ 45 7 3 ... ..._ .. 25.000- I . .. ...... I.........._... i.. ■ I 47;20 ` ::52 20.000 - ' .. .......... . I 48.50' 15.000- ............... . .... .... I Mem 49 . . : .... ®e 10.000 -... .. .... ......... ... .......... , 506 5.000- ..... . .............. i I '51.55 0.000- :......::......4.. .,,,...{.,.,,..,...,, ®r 2.90 7.90 12.90 17.90 22.90 27.90 32.90 37.90 42.90 47.90 MO Stresses (ksi) Pole : 3010691 Code: TIA/EIA Rev F Copyr ight Semaan Engineering Solutions, Inc Location : - Tigard, OR 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 1 Shape : 12 Sides Base Dia : 31.70 (in) Top Dia : 11.26 (in) / x Taper : 0.179979 (in /ft) Base Elev : 0.000 (ft) Shaft Section Properties Slip Bottom Top Sant Lpnnth Think Fv .Inint .Inint Wainht Dia F_Iay Araa Ix W/t Olt Dia F_IAV Araa lw W/t Bit Tanar Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (in "4) Ratio Ratio (in) (ft) (sqin) (inA4) Ratio Ratio (in /ft) 1 55.000 0.2813 65 0.00 4,486 31.70 0.000 28.45 3585.0 28.06 112.7 21.80 55.00 19.49 1152.0 18.63 77.51 0.17998 2 48.917 0.2188 65 Slip Joint 47.00 2,148 22.94 51.08 16.01 1055.1 25.96 104.8 14.13 100.0 9.81 242.5 15.18 64.64 0.17998 3 16.000 0.1875 65 Butt Joint 0.00 411 14.13 100.0 8.42 209.3 18.06 75.41 11.26 116.0 6.68 104.6 13.95 60.05 0.17998 Shaft Weight 7,046 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Flat/ Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 115.0 HB- X- ID- 19- 65 -00T 3 12.00 5.330 1.00 20.00 5.990 1.00 0.000 0.000 97.00 Platorm w/ rails 1 2000.00 33.750 1.00 3000.00 42.200 1.00 0.000 0.000 97.00 RR65- 19 -02DP 9 23.00 6.000 0.67 52.00 6.850 0.67 0.000 0.000 55.00 BXA- 80063/8 5 27.00 11.230 1.00 89.00 12.150 1.00 0.000 0.000 55.00 BXA- 185060/12CF 4 15.00 4.771 1.00 42.44 5.449 1.00 0.000 0.000 55.00 Platorm w/ rails 1 2000.00 33.750 1.00 3000.00 42.200 1.00 0.000 0.000 Totals 23 4438.00 7142.76 Number of Loadings : 6 Linear Appurtenance Properties Elev Elev - No Ice Ice From To Weight CaAa Weight CaAa Exposed (ft) (ft) Description (Ib /ft) (sf /ft) (Ib /ft) (sf /ft) To Wind 0.00 115.00 (611 5/8" Coax 6.00 0.00 6.00 0.00 N 0.00 97.00 (18) 7/8" Coax 9.00 0.00 9.00 0.00 N 0.00 55.00 (4) 1 5/8" Coax 4.00 0.00 4.00 0.00 N 0.00 55.00 (5) 1 5/8" Coax 5.00 0.00 5.00 0.00 N Total Weight 2,058.00 (Ib) 2,058.00 (Ib) Pole : 3010691 Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc • Location : - Tigard, OR Y 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 2 Shape : 12 Sides Base Dia : 31.70 (in) Top Dia : 11.26 (in) / X • Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Segment Properties (Max Len : 5 ft) • Sep Top Flat Elev Thick Dia Area lx W/t D/t Fy Fb Weight (ft) Description (in) (in) (in "2) (inA4) Ratio Ratio (ksi) (ksi) (lb) 0.00 0.2813 31.700 28.453 3,585.0 28.06 112.71 65 52 0.0 5.00 0.2813 30.800 27.638 3,285.7 27.20 109.51 65 52 477.2 10.00 0.2813 29.900 26.823 3,003.5 26.34 106.31 65 52 463.3 15.00 0.2813 29.000 26.009 2,738.0 25.49 103.11 65 52 449.4 20.00 0.2813 28.100 25.194 2,488.6 24.63 99.91 65 52 435.6 25.00 0.2813 27.200 24.379 2,254.8 23.77 96.71 65 52 421.7 30.00 0.2813 26.300 23.564 2,036.2 22.91 93.51 65 52 407.8 35.00 0.2813 25.401 22.749 1,832.1 22.06 90.31 65 52 394.0 . 40.00 0.2813 24.501 21.934 1,642.2 21.20 87.11 65 52 380.1 45.00 0.2813 23.601 21.119 1.465.9 20.34 83.91 65 52 366.2 50.00 0.2813 22.701 20.304 1,302.6 19.48 80.71 65 52 352.4 51.08 Bot - Section 2 0.2813 22.506 20.127 1,268.9 19.30 80.02 65 52 74.5 55.00 Top - Section 1 0.2188 22.238 15.510 959.9 25.10 101.66 65 52 474.0 60.00 0.2188 21.339 14.876 847.0 23.99 97.55 65 52 258.5 65.00 0.2188 20.439 14.242 743.2 22.89 93.43 65 52 247.7 70.00 0.2188 19.539 13.609 648.4 21.79 89.32 65 52 236.9 75.00 0.2188 18.639 12.975 561.9 20.69 85.21 65 52 226.1 80.00 0.2188 17.739 12.341 483.5 19.59 81.09 65 52 215.4 85.00 0.2188 16.839 11.707 412.8 18.48 76.98 65 52 204.6 90.00 0.2188 15.939 11.073 349.3 17.38 72.86 65 52 193.8 95.00 0.2188 15.039 10.439 292.7 16.28 68.75 65 52 183.0 97.00 0.2188 14.679 10.186 271.9 15.84 67.11 65 52 70.2 100.0 Top - Section 2 0.2188 14.139 9.805 242.5 15.18 64.64 65 52 102.0 100.0 Bot - Section 3 0.1875 14.139 8.423 209.3 18.06 75.41 65 52 105.0 0.1875 13.239 7.880 171.3 16.78 70.61 65 52 138.7 110.0 0.1875 12.340 7.337 138.3 15.49 65.81 65 52 129.4 115.0 0.1875 11.440 6.793 109.8 14.20 61.01 65 52 120.2 116.0 0.1875 11.260 6.685 104.6 13.95 60.05 65 52 22.9 7,045.8 Pole : 3010691 Code: TIA/EIA Rev F Copyr Semaan Engineering Solutions, Inc • Location : - Tigard, OR Y 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 3 Shape : 12 Sides Base Dia : 31.70 (in) Top Dia : 11.26 (in) U x Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead • Elev qz dzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf Iin/ (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 0.00 1.00 16.384 27.68 211.33 1.030 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 16.384 27.68 205.33 1.030 0.00 5.00 13.021 13.41 371.3 0.0 477.2 10.00 0.00 1.00 16.384 27.68 199.33 1.030 0.00 5.00 12.646 13.03 360.7 0.0 463.3 15.00 0.00 1.00 16.384 27.68 193.33 1.030 0.00 5.00 12.271 12.64 350.0 0.0 449.4 20.00 0.00 1.00 16.384 27.68 187.33 1.030 0.00 5.00 11.896 12.25 339.3 0.0 435.6 25.00 0.00 1.00 16.384 27.68 181.33 1.030 0.00 5.00 11.521 11.87 328.6 0.0 421.7 30.00 0.00 1.00 16.384 27.68 175.33 1.030 0.00 5.00 11.146 11.48 317.9 0.0 407.8 35.00 0.00 1.01 16.662 28.15 170.76 1.030 0.00 5.00 10.771 11.09 312.4 0.0 394.0 40.00 0.00 1.05 17.310 29.25 167.88 1.030 0.00 5.00 10.396 10.71 313.2 0.0 380.1 45.00 0.00 1.09 17.902 30.25 164.46 1.030 0.00 5.00 10.021 10.32 312.3 0.0 366.2 50.00 0.00 1.12 18.449 31.17 160.59 1.030 0.00 5.00 9.646 9.94 309.8 0.0 352.4 51.08 Bot - Section 2 0.00 1.13 18.563 31.37 159.70 1.030 0.00 1.08 2.041 2.10 65.9 0.0 74.5 55.00 Top - Section 1 0.00 1.15 18.959 32.04 156.34 1.030 0.00 3.92 7.373 7.59 243.3 0.0 474.0 60.00 0.00 1.18 19.436 32.84 154.94 1.030 0.00 5.00 9.079 9.35 307.1 0.0 258.5 65.00 0.00 1.21 19.885 33.60 150.11 1.030 0.00 5.00 8.704 8.96 301.3 0.0 247.7 70.00 0.00 1.24 20.311 34.32 145.03 1.030 0.00 5.00 8.329 8.58 294.5 0.0 236.9 75.00 0.00 1.26 20.715 35.00 139.72 1.030 0.00 5.00 7.954 8.19 286.8 0.0 226.1 80.00 0.00 1.28 21.101 35.66 134.20 1.030 0.00 5.00 7.579 7.81 278.4 0.0 215.4 85.00 0.00 1.31 21.469 36.28 128.50 1.030 0.00 5.00 7.204 7.42 269.2 0.0 204.6 90.00 0.00 1.33 21.823 36.88 122.63 1.030 0.00 5.00 6.829 7.03 259.4 0.0 193.8 95.00 0.00 1.35 22.163 37.45 116.61 1.030 0.00 5.00 6.454 6.65 249.0 0.0 183.0 97.00 Appertunance(s) 0.00 1.36 22.295 37.67 114.15 1.030 0.00 2.00 2.477 2.55 96.1 0.0 70.2 100.0 Ton - Section 2 0.00 1.37 22.490 38.00 110.43 1.030 0.00 3.00 3.602 3.71 141.0 0.0 102.0 105.0 0.00 1.39 22.806 38.54 104.13 1.030 0.00 5.00 5.704 5.88 226.4 0.0 138.7 110.0 0.00 1.41 23.111 39.05 97.702 1.030 0.00 5.00 5.329 5.49 214.4 0.0 129.4 115.0 Appertunance(s) 0.00 1.42 23.406 39.55 91.154 1.030 0.00 5.00 4.954 5.10 201.8 0.0 120.2 116.0 0.00 1.43 23.464 39.65 89.831 1.030 0.00 1.00 0.946 0.97 38.6 0.0 22.9 Totals: 116.00 6,788.7 0.0 7,045.8 Pole : 3010691 Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc • Location : - Tigard, OR Y 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 4 Shape : 12 Sides • Base Dia : 31.70 (in) Top Dia : 11.26 (in) / x Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Discrete Appurtenance Segment Forces Total Hnriz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (lb -ft) (lb -ft) (Ib) 55.00 BXA- 80063/8 5 18.959 32.040 1.000 56.15 0.000 0.000 1.799.04 0.00 0.00 135.00 55.00 BXA- 185060/12CF 4 18.959 32.040 1.000 19.08 0.000 0.000 611.45 0.00 0.00 60.00 ' 55.00 Platorm w/ rails 1 18.959 32.040 1.000 33.75 0.000 0.000 1,081.35 0.00 0.00 2,000.00 97.00 Platorm w/ rails 1 22.295 37.679 1.000 33.75 0.000 0.000 1,271.65 0.00 0.00 2,000.00 97.00 RR65- 19 -02DP 9 22.295 37.679 0.670 36.18 0.000 0.000 1,363.21 0.00 0.00 207.00 115.0 HB- X- ID- 19- 65 -00T 3 23.406 39.556 1.000 15.99 0.000 0.000 632.51 0.00 0.00 36.00 6,759.21 4,438.00 • Pole : 3010691 Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc • Location : - Tigard, OR Y 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 5 Shape : 12 Sides - Base Dia : 31.70 (in) Top Dia : 11.26 (in) U x Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment • Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 371.35 597.17 0.00 0.00 10.00 360.65 583.30 0.00 0.00 15.00 349.96 569.44 0.00 0.00 20.00 339.27 555.57 0.00 0.00 25.00 328.57 541.71 0.00 0.00 30.00 317.88 527.84 0.00 0.00 35.00 312.39 513.98 0.00 0.00 40.00 313.24 500.11 0.00 0.00 45.00 312.28 486.24 0.00 0.00 50.00 309.78 472.38 0.00 0.00 51.08 65.93 100.52 0.00 0.00 55.00 3,735.18 2,763.01 0.00 0.00 60.00 307.14 333.50 0.00 0.00 65.00 301.27 322.71 0.00 0.00 70.00 294.46 311.93 0.00 0.00 75.00 286.80 301.14 0.00 0.00 80.00 278.37 290.36 0.00 0.00 85.00 269.22 279.57 0.00 0.00 90.00 259.41 268.79 0.00 0.00 95.00 248.98 258.00 0.00 0.00 97.00 2,730.98 2,307.18 0.00 0.00 100.0 141.02 120.03 0.00 0.00 105.0 226.44 168.70 0.00 0.00 110.0 214.38 159.45 0.00 0.00 115.0 834.35 186.21 0.00 0.00 116.0 38.63 22.93 0.00 0.00 Totals: 13,547.93 13,541.77 0.00 0.00 Pole : 3010691 Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc • Location : - Tigard, OR Y 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 6 Shape : 12 Sides • Base Dia : 31.70 (in) Top Dia : 11.26 (in) / X Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: No Ice 80.00 mph Wind with No Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft -kips) (ft-kips) (in) (in) (in) (deg) 0.00 - 13.590 - 13.499 0.000 0.000 0.000 - 929.423 0.000 0.000 0.000 0.000 ' 5.00 - 13.297 - 12.820 0.000 0.000 0.000 - 861.473 -0.190 0.000 0.190 -0.355 10.00 - 13.008 - 12.159 0.000 0.000 0.000 - 794.988 -0.755 0.000 0.755 -0.714 15.00 - 12.722 - 11.515 0.000 0.000 0.000 - 729.951 -1.696 0.000 1.696 -1.075 20.00 - 12.440 - 10.888 0.000 0.000 0.000 - 666.342 -3.016 0.000 3.016 -1.438 25.00 - 12.161 - 10.279 0.000 0.000 0.000 - 604.144 -4.717 0.000 4.717 -1.801 30.00 - 11.887 -9.688 0.000 0.000 0.000 - 543.339 -6.797 0.000 6.797 -2.163 35.00 - 11.610 -9.115 0.000 0.000 0.000 - 483.907 -9.255 0.000 9.255 -2.522 40.00 - 11.326 -8.562 0.000 0.000 0.000 - 425.857 - 12.086 0.000 12.086 -2.875 45.00 - 11.036 -8.028 0.000 0.000 0.000 - 369.227 - 15.281 0.000 15.281 -3.219 50.00 - 10.725 -7.537 0.000 0.000 0.000 - 314.048 - 18.831 0.000 18.831 -3.551 51.08 - 10.674 -7.411 0.000 0.000 0.000 - 302.429 - 19.644 0.000 19.644 -3.624 55.00 -6.789 -4.866 0.000 0.000 0.000 - 260.623 - 22.720 0.000 22.720 -3.871 60.00 -6.486 -4.518 0.000 0.000 0.000 - 226.677 - 26.933 0.000 26.933 -4.172 65.00 -6.186 -4.181 0.000 0.000 0.000 - 194.249 - 31.489 0.000 31.489 -4.525 70.00 -5.890 -3.860 0.000 0.000 0.000 - 163.319 - 36.408 0.000 36.408 -4.867 75.00 -5.597 -3.555 0.000 0.000 0.000 - 133.870 - 41.677 0.000 41.677 -5.193 80.00 -5.310 -3.265 0.000 0.000 0.000 - 105.884 - 47.274 0.000 47.274 -5.497 85.00 -5.027 -2.991 0.000 0.000 0.000 - 79.336 - 53.172 0.000 53.172 -5.769 90.00 -4.752 -2.733 0.000 0.000 0.000 - 54.199 - 59.332 0.000 59.332 -5.999 95.00 -4.481 -2.495 0.000 0.000 0.000 - 30.441 - 65.703 0.000 65.703 -6.172 97.00 -1.518 -0.495 0.000 0.000 0.000 - 21.479 - 68.295 0.000 68.295 -6.222 100.0 -1.365 -0.389 0.000 0.000 0.000 - 16.926 - 72.217 0.000 72.217 -6.283 105.0 -1.121 -0.245 0.000 0.000 0.000 - 10.102 - 78.828 0.000 78.828 -6.362 110.0 -0.891 -0.110 0.000 0.000 0.000 -4.495 - 85.513 0.000 85.513 -6.422 115.0 -0.041 -0.018 0.000 0.000 0.000 -0.041 - 92.241 0.000 92.241 -6.446 116.0 -0.039 0.000 0.000 0.000 0.000 0.000 - 93.588 0.000 93.588 -6.446 • Pole : 3010691 Code: TIAIEIA Rev F Copyri Y ght Semaan Engineering Solutions, Inc • Location : - Tigard, OR 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 7 Shape : 12 Sides • Base Dia : 31.70 (in) Top Dia : 11.26 (in) X Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) • Load Case: No Ice 80.00 mph Wind with No Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor: 1.00 Wind Load Factor : 1.00 Calculated Stresses Seg Applied Stresses Allowable • Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.47 0.97 0.00 0.00 0.00 51.05 51.55 52.0 0.0 0.991 • 5.00 0.46 0.98 0.00 0.00 0.00 50.16 50.65 52.0 0.0 0.974 10.00 0.45 0.99 0.00 0.00 0.00 49.16 49.64 52.0 0.0 0.955 15.00 0.44 0.99 0.00 0.00 0.00 48.02 48.50 52.0 0.0 0.933 20.00 0.43 1.00 0.00 0.00 0.00 46.74 47.20 52.0 0.0 0.908 25.00 0.42 1.01 0.00 0.00 0.00 45.27 45.73 52.0 0.0 0.879 30.00 0.41 1.02 0.00 0.00 0.00 43.59 44.04 52.0 0.0 0.847 35.00 0.40 1.04 0.00 0.00 0.00 41.67 42.11 52.0 0.0 0.810 40.00 0.39 1.05 0.00 0.00 0.00 39.47 39.90 52.0 0.0 0.767 45.00 0.38 1.06 0.00 0.00 0.00 36.93 37.35 52.0 0.0 0.718 50.00 0.37 1.07 0.00 0.00 0.00 34.00 34.42 52.0 0.0 0.662 51.08 0.37 1.08 0.00 0.00 0.00 33.32 33.74 52.0 0.0 0.649 55.00 0.31 0.89 0.00 0.00 0.00 37.51 37.85 52.0 0.0 0.728 60.00 0.30 0.89 0.00 0.00 0.00 35.47 35.81 52.0 0.0 0.689 65.00 0.29 0.88 0.00 0.00 0.00 33.18 33.51 52.0 0.0 0.644 70.00 0.28 0.88 0.00 0.00 0.00 30.57 30.89 52.0 0.0 0.594 75.00 0.27 0.88 0.00 0.00 0.00 27.58 27.90 52.0 0.0 0.537 80.00 0.26 0.87 0.00 0.00 0.00 24.13 24.44 52.0 0.0 0.470 85.00 0.26 0.87 0.00 0.00 0.00 20.10 20.42 52.0 0.0 0.393 90.00 0.25 0.87 0.00 0.00 0.00 15.36 15.68 52.0 0.0 0.302 95.00 0.24 0.87 0.00 0.00 0.00 9.72 10.07 52.0 0.0 0.194 97.00 0.05 0.30 0.00 0.00 0.00 7.20 7.27 52.0 0.0 0.140 100.00 0.04 0.28 0.00 0.00 0.00 6.13 6.19 52.0 0.0 0.119 100.00 0.05 0.33 0.00 0.00 0.00 7.10 7.17 52.0 0.0 0.138 105.00 0.03 0.29 0.00 0.00 0.00 4.85 4.91 52.0 0.0 0.094 110.00 0.01 0.25 0.00 0.00 0.00 2.49 2.54 52.0 0.0 0.049 115.00 0.00 0.01 0.00 0.00 0.00 0.03 0.04 52.0 0.0 0.001 116.00 0.00 0.01 0.00 0.00 0.00 0.00 0.02 52.0 0.0 0.000 • • • Pole : 3010691 Code: TIA/EIA Rev F Copyri Y ght Semaan Engineering Solutions, Inc • Location : - Tigard, OR 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 8 Shape : 12 Sides • Base Dia : 31.70 (in) Top Dia : 11.26 (in) x Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead ▪ Elev cjz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph -ft) Cf um (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 0.00 1.00 12.287 20.76 183.01 1.030 0.50 0.00 0.000 0.00 0.0 0.0 0.0 • 5.00 0.00 1.00 12.287 20.76 177.81 1.030 0.50 5.00 13.437 13.84 287.4 98.0 575.2 10.00 0.00 1.00 12.287 20.76 172.62 1.030 0.50 5.00 13.062 13.45 279.4 95.2 558.5 15.00 0.00 1.00 12.287 20.76 167.42 1.030 0.50 5.00 12.688 13.07 271.4 92.4 541.8 20.00 0.00 1.00 12.287 20.76 162.23 1.030 0.50 5.00 12.313 12.68 263.3 89.5 525.1 25.00 0.00 1.00 12.287 20.76 157.03 1.030 0.50 5.00 11.938 12.30 255.3 86.7 508.4 30.00 0.00 1.00 12.287 20.76 151.84 1.030 0.50 5.00 11.563 11.91 247.3 83.9 491.7 35.00 0.00 1.01 12.496 21.11 147.88 1.030 0.50 5.00 11.188 11.52 243.3 81.1 475.1 40.00 0.00 1.05 12.982 21.93 145.39 1.030 0.50 5.00 10.813 11.14 244.3 78.3 458.4 45.00 0.00 1.09 13.426 22.69 142.42 1.030 0.50 5.00 10.438 10.75 243.9 75.4 441.7 50.00 0.00 1.12 13.836 23.38 139.07 1.030 0.50 5.00 10.063 10.36 242.4 72.6 425.0 51.08 Bot - Section 2 0.00 1.13 13.921 23.52 138.30 1.030 0.50 1.08 2.131 2.19 51.6 15.6 90.1 55.00 Top - Section 1 0.00 1.15 14.218 24.02 135.39 1.030 0.50 3.92 7.700 7.93 190.6 55.8 529.8 60.00 0.00 1.18 14.576 24.63 134.17 1.030 0.50 5.00 9.495 9.78 240.9 68.4 326.9 65.00 0.00 1.21 14.913 25.20 129.99 1.030 0.50 5.00 9.120 9.39 236.8 65.5 313.3 70.00 0.00 1.24 15.232 25.74 125.59 1.030 0.50 5.00 8.745 9.01 231.9 62.7 299.7 75.00 0.00 1.26 15.536 26.25 120.99 1.030 0.50 5.00 8.370 8.62 226.4 59.9 286.1 80.00 0.00 1.28 15.825 26.74 116.22 1.030 0.50 5.00 7.995 8.24 220.2 57.1 272.5 85.00 0.00 1.31 16.101 27.21 111.28 1.030 0.50 5.00 7.620 7.85 213.6 54.3 258.9 90.00 0.00 1.33 16.366 27.65 106.20 1.030 0.50 5.00 7.245 7.46 206.4 51.5 245.3 95.00 0.00 1.35 16.621 28.09 100.98 1.030 0.50 5.00 6.871 7.08 198.8 48.6 231.7 97.00 Appertunance(s) 0.00 1.36 16.720 28.25 98.861 1.030 0.50 2.00 2.643 2.72 76.9 19.0 89.2 100.0 Ton - Section 2 0.00 1.37 16.866 28.50 95.640 1.030 0.50 3.00 3.852 3.97 113.1 27.5 129.5 105.0 0.00 1.39 17.103 28.90 90.179 1.030 0.50 5.00 6.121 6.30 182.2 43.0 181.7 110.0 0.00 1.41 17.332 29.29 84.610 1.030 0.50 5.00 5.746 5.92 173.3 40.2 169.6 115.0 Appertunance(s) 0.00 1.42 17.554 29.66 78.940 1.030 0.50 5.00 5.371 5.53 164.1 37.4 157.6 116.0 0.00 1.43 17.597 29.73 77.794 1.030 0.50 1.00 1.029 1.06 31.5 7.4 30.3 Totals: 116.00 5,336.5 1,567.0 8,612.7 • Pole : 3010691 - Code: TIA/EIA Rev F Copyr Y ight Semaan Engineering Solutions, Inc Location : - Tigard, OR 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 9 Shape : 12 Sides Base Dia : 31.70 (in) Top Dia : 11.26 (in) / X Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Discrete Appurtenance Segment Forces Total Hnriz Vart Wind Mom Morn Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 55.00 BXA- 80063/8 5 14.218 24.029 1.000 60.75 0.000 0.000 1.459.74 0.00 0.00 445.00 55.00 BXA- 185060/12CF 4 14.218 24.029 1.000 21.80 0.000 0.000 523.73 0.00 0.00 169.76 55.00 Platorm w/ rails 1 14.218 24.029 1.000 42.20 0.000 0.000 1,014.01 0.00 0.00 3,000.00 97.00 Platorm w/ rails 1 16.720 28.257 1.000 42.20 0.000 0.000 1,192.46 0.00 0.00 3,000.00 97.00 RR65- 19 -02DP 9 16.720 28.257 0.670 41.31 0.000 0.000 1,167.18 0.00 0.00 468.00 115.0 HB- X- ID- 19- 65 -00T 3 17.554 29.666 1.000 17.97 0.000 0.000 533.09 0.00 0.00 60.00 5,890.20 7,142.76 Pole : 3010691 Code: TIA/EIA Rev F Copyr Y ight Semaan Engineering Solutions, Inc • Location : - Tigard, OR 5/3/2006 11:46:49 AM Height : 116.0 (ft) Page: 10 Shape : 12 Sides Base Dia : 31.70 (in) Top Dia : 11.26 (in) Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 287.41 695.16 0.00 0.00 10.00 279.39 678.47 0.00 0.00 15.00 271.37 661.79 0.00 0.00 20.00 263.35 645.11 0.00 0.00 25.00 255.33 628.42 0.00 0.00 30.00 247.31 611.74 0.00 0.00 35.00 243.34 595.06 0.00 0.00 40.00 244.33 578.38 0.00 0.00 45.00 243.93 561.69 0.00 0.00 50.00 242.36 545.01 0.00 0.00 51.08 51.64 116.13 0.00 0.00 55.00 3,188.03 4,238.53 0.00 0.00 60.00 240.92 401.86 0.00 0.00 65.00 236.76 388.26 0.00 0.00 70.00 231.88 374.66 0.00 0.00 75.00 226.36 361.06 0.00 0.00 80.00 220.24 347.46 0.00 0.00 85.00 213.58 333.85 0.00 0.00 90.00 206.41 320.25 0.00 0.00 95.00 198.78 306.65 0.00 0.00 97.00 2,436.57 3,587.19 0.00 0.00 100.0 113.10 147.53 0.00 0.00 105.0 182.22 211.71 0.00 0.00 110.0 173.34 199.64 0.00 0.00 115.0 697.19 247.58 0.00 0.00 116.0 31.52 30.29 0.00 0.00 Totals: 11,226.66 17,813.49 0.00 0.00 Pole : 3010691 Code: TIA/EIA Rev F Copyright Semaan Engineering Solutions, Inc • Location : - Tigard, OR Y 5/3/2006 11:46:50 AM Height : 116.0 (ft) Page: 11 Shape : 12 Sides . Base Dia : 31.70 (in) Top Dia : 11.26 (in) / x Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total • Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft -kips) (ft-kips) (in) (in) (in) (deg) 0.00 - 11.274 - 17.783 0.000 0.000 0.000 - 793.504 0.000 0.000 0.000 0.000 • 5.00 - 11.076 - 17.030 0.000 0.000 0.000 - 737.133 -0.163 0.000 0.163 -0.304 10.00 - 10.879 - 16.295 0.000 0.000 0.000 - 681.754 -0.645 0.000 0.645 -0.611 15.00 - 10.684 - 15.579 0.000 0.000 0.000 - 627.360 -1.451 0.000 1.451 -0.921 20.00 - 10.490 - 14.882 0.000 0.000 0.000 - 573.942 -2.583 0.000 2.583 -1.233 25.00 - 10.297 - 14.204 0.000 0.000 0.000 - 521.495 -4.042 0.000 4.042 -1.546 30.00 - 10.105 - 13.545 0.000 0.000 0.000 - 470.012 -5.829 0.000 5.829 -1.859 35.00 -9.911 - 12.906 0.000 0.000 0.000 - 419.486 -7.942 0.000 7.942 -2.169 40.00 -9.709 - 12.287 0.000 0.000 0.000 - 369.932 - 10.379 0.000 10.379 -2.476 45.00 -9.499 - 11.688 0.000 0.000 0.000 - 321.391 - 13.133 0.000 13.133 -2.775 50.00 -9.263 - 11.128 0.000 0.000 0.000 - 273.895 - 16.195 0.000 16.195 -3.064 51.08 -9.232 - 10.992 0.000 0.000 0.000 - 263.861 - 16.898 0.000 16.898 -3.128 55.00 -5.839 -6.916 0.000 0.000 0.000 - 227.701 - 19.554 0.000 19.554 -3.344 60.00 -5.607 -6.502 0.000 0.000 0.000 - 198.507 - 23.196 0.000 23.196 -3.607 65.00 -5.378 -6.101 0.000 0.000 0.000 - 170.473 - 27.138 0.000 27.138 -3.917 70.00 -5.149 -5.718 0.000 0.000 0.000 - 143.585 - 31.399 0.000 31.399 -4.217 75.00 -4.922 -5.351 0.000 0.000 0.000 - 117.840 - 35.967 0.000 35.967 -4.504 80.00 -4.697 -5.002 0.000 0.000 0.000 - 93.231 - 40.825 0.000 40.825 -4.771 85.00 -4.473 -4.670 0.000 0.000 0.000 - 69.748 - 45.948 0.000 45.948 -5.011 90.00 -4.253 -4.357 0.000 0.000 0.000 - 47.381 - 51.303 0.000 51.303 -5.213 95.00 -4.033 -4.063 0.000 0.000 0.000 - 26.118 - 56.841 0.000 56.841 -5.362 97.00 -1.271 -0.720 0.000 0.000 0.000 - 18.053 - 59.094 0.000 59.094 -5.405 100.0 -1.145 -0.582 0.000 0.000 0.000 - 14.240 - 62.502 0.000 62.502 -5.456 105.0 -0.944 -0.388 0.000 0.000 0.000 -8.514 - 68.245 0.000 68.245 -5.523 110.0 -0.752 -0.206 0.000 0.000 0.000 -3.795 - 74.050 0.000 74.050 -5.574 115.0 -0.034 -0.027 0.000 0.000 0.000 -0.034 - 79.892 0.000 79.892 -5.594 116.0 -0.031 0.000 0.000 0.000 0.000 0.000 - 81.061 0.000 81.061 -5.594 Pole : 3010691 Code: TIA/EIA Rev F Cop yright Semaan Engineering Solutions, Inc ' Location : - Tigard, OR 5/3/2006 11:46:50 AM Height : 116.0 (ft) Page: 12 Shape : 12 Sides Base Dia : 31.70 (in) Top Dia : 11.26 (in) Z./ x Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) Load Case: Ice 69.28 mph Wind with Ice 28 Iterations Gust Response Factor : 1.69 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.62 0.81 0.00 0.00 0.00 43.58 44.23 52.0 0.0 0.851 5.00 0.62 0.81 0.00 0.00 0.00 42.92 43.56 52.0 0.0 0.838 10.00 0.61 0.82 0.00 0.00 0.00 42.16 42.79 52.0 0.0 0.823 15.00 0.60 0.83 0.00 0.00 0.00 41.28 41.90 52.0 0.0 0.806 20.00 0.59 0.85 0.00 0.00 0.00 40.26 40.87 52.0 0.0 0.786 25.00 0.58 0.86 0.00 0.00 0.00 39.08 39.69 52.0 0.0 0.763 30.00 0.57 0.87 0.00 0.00 0.00 37.71 38.32 52.0 0.0 0.737 35.00 0.57 0.89 0.00 0.00 0.00 36.13 36.72 52.0 0.0 0.706 40.00 0.56 0.90 0.00 0.00 0.00 34.28 34.88 52.0 0.0 0.671 45.00 0.55 0.91 0.00 0.00 0.00 32.14 32.73 52.0 0.0 0.630 50.00 0.55 0.93 0.00 0.00 0.00 29.65 30.24 52.0 0.0 0.582 51.08 0.55 0.93 0.00 0.00 0.00 29.07 29.66 52.0 0.0 0.570 55.00 0.45 0.76 0.00 0.00 0.00 32.77 33.24 52.0 0.0 0.639 60.00 0.44 0.77 0.00 0.00 0.00 31.07 31.53 52.0 0.0 0.606 65.00 0.43 0.77 0.00 0.00 0.00 29.12 29.58 52.0 0.0 0.569 70.00 0.42 0.77 0.00 0.00 0.00 26.88 27.33 52.0 0.0 0.526 75.00 0.41 0.77 0.00 0.00 0.00 24.28 24.73 52.0 0.0 0.476 80.00 0.41 0.77 0.00 0.00 0.00 21.25 21.69 52.0 0.0 0.417 85.00 0.40 0.78 0.00 0.00 0.00 17.67 18.12 52.0 0.0 0.349 90.00 0.39 0.78 0.00 0.00 0.00 13.43 13.89 52.0 0.0 0.267 95.00 0.39 0.78 0.00 0.00 0.00 8.34 8.83 52.0 0.0 0.170 97.00 0.07 0.25 0.00 0.00 0.00 6.05 6.14 52.0 0.0 0.118 100.00 0.06 0.24 0.00 0.00 0.00 5.16 5.23 52.0 0.0 0.101 100.00 0.07 0.28 0.00 0.00 0.00 5.98 6.06 52.0 0.0 0.117 105.00 0.05 0.24 0.00 0.00 0.00 4.09 4.16 52.0 0.0 0.080 110.00 0.03 0.21 0.00 0.00 0.00 2.10 2.16 52.0 0.0 0.042 115.00 0.00 0.01 0.00 0.00 0.00 0.02 0.03 52.0 0.0 0.001 116.00 0.00 0.01 0.00 0.00 0.00 0.00 0.02 52.0 0.0 0.000 Pole : 3010691 Code: TIA/EIA Rev F Copynght Semaan Engineering Solutions, Inc Location : - Tigard, OR Y 5/3/2006 11:46:50 AM Height : 116.0 (ft) Page: 13 Shape : 12 Sides Base Dia : 31.70 (in) Top Dia : 11.26 (in) X Taper: 0.179979 (in /ft) Base Elev : 0.000 (ft) U Analysis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft -kips) (ft-kips) (ft-kips) (ksi) (ksi) (ft) Ratio No Ice 13.6 0.00 13.50 0.00 0.00 929.42 51.55 52.0 0.00 0.991 Ice 11.3 0.00 17.78 0.00 0.00 793.50 44.23 52.0 0.00 0.851