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Plans , 41 '1 _ . . . t„ co S A . . L M. . (:), N p c. s . • . . • 4oD44/4„,..,. ....... IA v l EN M i.. 1 s . . . 41.--. a( .�. 0 - _f _ x . • P T- 326 -04 cf) . . • • - - NOTE: ARCHITECTURAL STAMP AND SIGNATURE APPLIES TO SHEETS IN C..C....) .. 12955 SW PA CIFIC HIGHWAY LOINDEX COLUMN. �D BY AN X ON • W:,r2 • TIGARD OR 97224 z . RECEIVED NLy O S MAY 1 -6 2005 CITY OF TIGARD BUILDING DIVISION NJ Q CO I MIS PROJECT IS TO INSTALL A LOCAL PERSONAL COMMUNICATIONS SYSIEII ALL WORK AND LATERALS' SHALI. BE PERFORMED AND INSTALLED 9$ � STAMP SHEET REV. _ (PCS) SITE WHICH WOl TRANSMIT AND RECE]VE RADIO SIGNALS As PART C01UED TO WITH THE CURRENT EDITIONS OF THE FOLLDMIONO CODES AS DOFF A REGIONAL PC.s NEIWORIC TOR S ALMO N PCS, LI.0 � �' C 1 w X T2..°0 TmE SNEEr 4 1 1x17 DRAWINGS 6 TO BE 16RERMrt WORM( NDT OIFORMMINO TO EE TH "CODES PORLAND THE MLNN COMOOM�MS ARE 1) .BO STATE S RIALS. Y LL P P E F A E STALL .20W Ie AR 50� REDUCTIONS X GENERILL NOTES LEGEND a AeeREVwTLONS 3 (6) ANID$NIS AT 5I• (C4) oN S OAVR ARMS oN AN E)0'SRNG 4) 2007 UITERK7ITICA AL FIRE CODE WITH OREO011 AYMENDMENTS R M M . SITE (2) 11111 . EQuIP1NJENT CABINETS (3) FURIRE ODNTAWED WITHIN AN 3).OREG N ELECIIB(91L'SPFrIALTr SAFETY CODE PER ORS 470.730 - .� '? �� cam= Alt FENCED LEASE AREA y C1.0 TOPOGRAPHIC SITE SURVEY 0 vslev9N M.x.0.aruxtn 4) NATIONAL ELECTPoC CODE (NEC NFPA 70) �.� N . ,.. -• pi PROJECT DESCRIPTION _ CODE COMPLIANCE _ �q O F "A'°' °'°'� • • ' - X Al.0 L ]OSI13N0 CONIINRONS/ VICINITY MAP 3 64 • SW GAAROE SW MC0ONALD ST. ( APPLICANT / LESSEE: - _ ( ARCHITECT: ZONING: , X A1.1 s� 0E1�1DP1D1T pm H 3 • • OAZLEY • SALMON N CS. LLC 7701 NW STREET GA21.EY PLOWMAN ARCHITECTS x A1.2 ENWIGED SITE PUN. memoir PUN DE All 3 - PLOWMAN RD. 27E W 0 PORTLAND, OR M. SUITE ®eln ARCHITECTS 0 2701 764 SW BULL ' ' PORTLAND. OR 97210 CONTACT: DEAN HOOUE CONTACT: x A2.0 EL EVAITONS 4 Partlm d Or. 97210 PHONE (503) 274 - 7800 x 237 PHONE 501 271,7801 Far AGENT: FAJL . (503) 2 74 -7803 FMC x A2.1 ELEVATIONS 3 DATE: 01/12/04 ` 'I w. 4 FLOOR) SURVEYOR: PERMITTING: X A3.0 1 REVISIONS ICING CRY PORTLAND. OR 9720, ' CONTACT: LOUIS LEVEY MACVAY & SAO= CHARLES WRENS x A3.1 DETAILS 2 REV.: DATE: DESCRIPTION: BY: PHONE: (208) 889 -6987 17133 MAIN ST.. 5258 SW DOSCH ROAD +l? - � DH DURHAM PROPERTY INFORMATION: CAN TACTI WA E ORTLAND, OR. 97201 /� >..�. _ CONTACT: OMEr (503) Q POWER TE1C0 & COAX ROUTING. 1 -LINE DIAGRAM. PANEL SCHWD. & DETAILS = E::' 5 1 &{: =CD ' • OWNER: - MARA HYLTON FA X (380 COA (360) 895 -0833 FAX: E (503) 248 -0154 ADDRESS: 8802 SOUTH 220TH STREET - . - - .0 GROUNDING SCHEMATIC. GROUNDING NOTES. AND DETAILS. 1 ® 1(<ii` R.F. . - -•`. KR • KENT, WA 98032 ELECTRICAL - A,E 901 © • VICINITY MAP "'°"E (` 5 ' 2"� ENGINEER: � � �. 0 L1.0 Al A „\ ;►�!�: ,r, / \ R'.a W ENGINEERING AREA OF OOHSTRUCTI01t 182 50. FT. . 9100 SW BEAVERTOI- - SBE No. �� SURE 250 � Q� `� PT326 - 04 - OCCUPANCY CODE: N/A BEAVERTON. , OR 97CO5-3302 URE 250 CONTACT: ROBERT CLEM CONSTRUCTION TYPE: N/A PHONE: (503) 292 -1 22 `V € �/ • I FROM STRAIGHT (SOUTH) ND l RO E S 011 -5 1 LY 2 MILES. TI IMMEDIATEL PROCEED Y FOLLOWING NG CURRENT, ZONING: CC (GENERAL COMYFRCNL) _ - 4 13 4 �V - r ' i ® a ((gg )) ° 12955 SW PACIFIC HIGHWAY THE LIGHTED INTERS WITH WALNUT AVENUE, THERE IS A SMALL STRIP RETAIL ZONING APPLICATION /: �- ( �� ` J 97224 9 0 CENTER ON THE RIGHT. THE POLE D, OR OE 6 BEHIND THIS IN THE REAR PARKING LOT. A.P.N.: 2S- 10-2bd -02600 - A.D.A. REOUIRE]0MR5: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED . TITLE SHEET ACCESS NOT R EO TRED. �V • . DRIVING DIRECTIONS PROJECT SUMMARY PROJE TEAM SHEET INDEX - • G . JOB No. 03 - .• , F INV 1/1 ° 1 141 �� g ds P ��q !II I R gl I ggl B 32 11,f0 nit I d a a 14 Isi IPIE'Aig 6 • - I Ili li 1m :g Ili. 4 i - I 1 R :: 1 c g . !A A 1 03 ' A e " gl 1/1 Mil * - ' ' i g ga P g N € Re ., 6 1:1 gi i €. $ 9, M .- iN � I I I i is 1 ii: o P r PX 1 • • 4 ; q gm2a4E '' P Eg PE' Cli" m pOsug os p ggemactu n ,a um is m pS , > ....OA . 1 141 4 1 1 !H,190 Ng" POgr rUppilqiii MININ11 j:jjii �. 4 IPA l 1 i" lir iig D - z . mrs a 59 ° iiil y Flp i - m sips 0 A _ PP55 x_15 M1 g ~r ;ss r x 4 ` r li - il - °i`4ii i _ q3 sig s le i ° In . s . 1 1 1 9 11 15 ills 31!:. 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SI THE COMM OF 113NNIONSI MO IN Brat cc amika Noma so Far am mg EAST MO 1013 SECTION 2, I. 2 S. R. 1 W. W. n _ .,_ 0. 1 ARRIS. WIN EIL ORRN ANNA= ms AllOo,L120 EXAM . M ERERION - I■ I- '' THAT mom coNaVal 10 TIE STATE OF MOOT RN ISINTINT NAPA= ST WASHINOT COUNTY, OREM ,.,. AEI BOOK 336 PAM OK C34 , LEGAL DESCRIPTION - LEASE AREA: As% Ig f ■ ■111 a re i g A MIMI A TNT PMCIL A IATO 000111110 IN WEAL WARM MO ' MAMA 11W 000111DIT 110. MAMMA CS A MONIS OF ISTAINOTON M LOT T COI ..- — . LI 1 AMOCO OE SI OF MAI =WALE RIAN LIAO VI THE GUAR= OF SECTION 6 TOINSIA 2 SOUK IVALIE 1 AST OF le INIAMTM 4114 MAW DETION110 ATI FOUNINI 14: "ISAR 0 §§ MONA AT NE ROST SAMILY COINER OF SAI PANCIA TANA /LAO 1E ..q01 ,. . / sra--* MID 0 Igi 11011141MAILT LIZ OT SAD MAL NONA 441131/0" EAT MAO FEES MATZ o.V.I. LEANS SAM LIN sum aura, Ear SA R1T 10 le ALM PAIT OF I , MONOMIN MKS ONIONIAM mono 41107 AST 1633 RIA AAA NUM , - T 1 AAA ar r 3 F no 0EED 11401 N 4 011 ORA 4W AS633 pen , IRMA 44115300 CAST ILSE RAID MC TIM RAT Of OINNIONL - –N– w PROPER - - - - - - -- - - - - - A TY FORM OSIERS IMO MARA 1111.1011 CIDERS =REM MIIIIUTN 110111 !IT ANN -- A /\ \ Or il SAIE / \ 1! ACC 120511 se PACIFIC 110111W 1111141111. IN 11M4 / \ NCIPP / : coutao amartam MUI L \ AREDICI106 JIELIEDMI / \ ASSASORS TAX LOT NUNIIIM analoo NM CII) \ NET AREA OF UNTERLAIO PARCEMA OM ACRES Cie E .44P POET AAA OF PROJECT AREA: 1N1 NUM ROT W OV , / - TOM REPORT mt -DINLAINNOMBELNEININILSINNEALSINIRDL ,, / . WWI' NM / NNE REPORT DATE/ORDER IA: WAN A. 2003 CRON NO. AM W g 6' •■ E F3c < . / . „-- -, \ FEMA FLOOD ZONE DESIGNATION TI ' mama acco lama PRAMS CU ANN . 3 , z 4 -/ ..... \ z cc AUNTY: IMMO= EFFECAS DATE _Inclij (0) ' 0 cm , / ')\ N 40 , .. o. li pb IXIIIMEITY PAWL NO 4102/11 0005 II . I l',-5,- ' FUXID ma DESIGNABOM ••c• mus cr Nam mama / 11x17 DRAWINGS .---- \ 1 1 • r //(\ - _ - DAUM BASE ARE 50% REDUCTIONS / - 14. - . it . , GEODETIC DATA , T • , t OA mama mg mats ulliginm ma camo wa /ow Not -/// / , /I, J . 410, v•.,..„, - / As. I i I I ,, I - -- \ , , ,A , aRcus, !S EDATION AT (PROPOSED/COSIDRO CORER OF MONOPOLE WS MEP= HEIM 70 PAL -”: == . , • ...- '' ' 1 r ' \ a ) . , - . , • r , . i .?, ' i +I, i I / . ' BASIS OF KAMM FTIMI ROI TO MAMA MOM 01 ROM OP ,, 12.4211 \ i ' „ ' s_ , / ' ' 'I e - , ' - ' j N ar Maier ei MICR DAUM BiLliliain • CONTROL FANS • i m r j i sias i a, h i 4 \ I I' I \ ' , . \ ._. EM3INSSRS SIONEVIAS PLANERS .,. _ 1 I ■ il -', - ARM 111111 IIIIIPMNS IN SIND ,, , \ _ . ii ,i I NOTES II6 MA MAO NW OR WIN= i l 1 FM MI 00 soap , I 1. WOE= NORM 013111141011 OF APPIKOWATELT UP RE TIE Nalt . i • A ' - . soca corm Eff WINO se Roam as Da NORA worm liar MAY 29, 2002 ii • vacs or MIAS RAMA FAD AMNIA 406 MD oca VAT 1 (' = 'i, ' , maw Re NTT LOC& V/MIAMON OR NAWIM REVISIONS `V.„ .4 q . s. CONINSION INTIM NAN= NM fara los mom mama a RISL: DAM DESORIPTIOM BY: / zjAr Ao , , / (0. \ OWNED FEN OAFS= AMA SAM TO CAM IMO UM MOTRALT 3/0 HIM DM fILIATIONS AVM MI 'DIS WIP. 47- /:.,e\.946 \ \ 1 on U SLIMY 00111 ROT CIONSTARE A 110010NIT UAW OF TIM MONT MAL NOMMENTS OF NEMO NOM RIND NO ININ RM Foam / OE BOUNDARY COME MOTT P41101 01 WPM= RIDE AEC= 4 . Al IMO M I ND 1011111101111 FOR ODIMICL / 4. le LOCATION OF Dm= ALM FAWNS HAS NOT N93I INNEAROAL / .:..$, , THE MARA= SAIL AMA 16 MRS= MAT CCIPPIES TO . I ) 1 CADA RIMMIATION NANICAS MCAT OEM OF AWL NO '''.% • )c '" •,, ,, ' /X . / MAMMA LOMITA OF MOIR UNA IMOR TO ONNORIGNOIL TIM , - . SUINEYON ADM NO IIMPOINRIUTT FUT 'DE OEMEATION Er WI ' • I Aid. 1.110110ROMM OEM Nel RIR 1111 MENDE OF MED Cane SRE Ns. / MON ARE IMT SAM ON MOB RAL .. , w, i PT326-04 .,. . < . -. / .. \ 4,4 12955 SW PACIFIC HIGHWAY / \ Z ‘ \ 4 %.'" cr LEGEND TIGARD, OR 97224 • Ak' • \ \\ \z glAiOraiMI r ASN4ALT PAYNO • OAD POST / =3 ANCRETE PARA WAN31 NETER • \ / TOPOGRAPHIC SURVEY / . \ UTIUTY ME FOIER REIER () mom R = OMP OAS IETER 01 4WD SPOT ELEVATION (192.72) RECORD DP:STANCE \ /* • FOUND IIONLIMENT AS NOTED ASSORVITIE • sra BEEMAN - sr PK C 1 a 0 NAL WM BRASS WINER I JEILIIIMIL //tINDENELGIL • SQUARE CATCH BASIN MONA US. TRAY. pr Illeallir If ID IOW 0 WORM MIME ELEVABON ... 105.10 JOB No. 13473 / �� r ` ( . DUSTING BURDNO Si. w —I • �� /1),i. �E e �r - • ; . - ZONE: ° ), . ∎ g8 . JUR60k. 01CII CITY OF TKrWD . _ III • .. i • . \ : . DEEM MARKET , l ,�� / \ : �/1 . • ZONE GENERAL U • JURISDICTWtk atr OF BOARD ear DUSTING / / 38.384 so. k I \ `. - - o BOILING \� rl f'jE>1Ne GAS fl!' ? 8 PP ' ° i \ .Z - Y1 W o J 4 4 / TAX LOT NO, ' *id Z 1 • • , ACRES - • 2 / - \ ZONE GENERAL COMMERCIAL) . ,/ � ,/ a .J .� NO rya' ^; \�� an of r+cARD fr > Ea r I CD 1 C�1 % / } \� roLE ® \ -, ` / �� 4) 1 1 x1 7 DRAWINGS �` i I • ` , �„ 1 ARE 507 REDUCTIONS: " It APARTMENT � �- -�� / / Dame ca . - 1 e ' aunDOC -� ' - � _ PARNDm l . `C I��J! • ) 1 �\ ._ ... 4 , - \ ( /l l.•L � '.4 - TBVBI Y. M.Ra1Y/ c . - ._ ':". J < d 1 J Jy milli UiBOBI' �` \ � I C OY ^ O r''' d W%4 . ) 4 '� c J 4Y PLOWMAN C . � �� YU • , \ E]OSIING T �i / 2 701 NW Vaughn ARCHITECTS Sole 7761 n" i ' ,�y �p�O , sW 2747 97210 � ' 303 274 7807 Fax J � I it ; C %' r \ ` G ante: 01/12/04 ' *WWII c � ` ` rl jll� � REV.: DATE: DESCRIPTION: BY: PARNDIG LOT - 4 ))' ' • 1••. 91 1 . ; - .7A x . �.'` `{ ,•1 ��` © ot /tt/oe IssuEO Fite 4 �C . �� ,1. owl 1 pR • c C :le* ~ i '' '� " - - \ ©f((:(�` ems w i t�nEw ‘4}.' J , 4 J' AOJACEM ZONING - ZONE: CC (GENERAL COMMERCIAL) I N E C i I r �� JURISOICIWN: CRY OF TIGARD 5 5 ZtpIMO PERM ERYR C ZONE CC (GENERAL COMMA.) AL) • • i+,N� JURISDICTION: CITY OF TICARD � - - - - A 8/17 " -.. FGRIj. TF t, Ir i J N ) _ \ - i , - SITE No. PT326 -04 •, / • ~ BUCKET TRANSFOOER w/ `• 41 TIGARD ORACIFIC,HIGHWAY AND TELCO POLE # 9175 - TN 97224 7 CONDITIONS' EXISTING CONDITIONS ,. SCALE 4 JOB No. O3 oss P • . // .11111 -3 <\N, • / - - EXISTING BUILD! • ,L, U) ' - R (.0 •' �, (V -w LLI • \ ♦ / I 3e384 sD: Fr: I lid. • ♦ 5 r ' r � , 1 ♦ // .0 EE eascouncen JJUU (GENERAL CI Y OF TITS / 1 \ / U MeLIDiLzotaxl / �. ZONER( , • ,�, JUR,1 4 ETOSIING WRKET / / CO t ZONE 2 (;oLNwEAaAL) 10 /' \ �''' JURISDICTION: CITY OF TIGARD U APAITIMENT BUILDING \ . / `\ 4/i E,DS,DIG GAS iiI► , w f.., ` srATroN / PP N N / "Q z / 1 PROPOSED ,8'-4 % B -4' ® s � - • TAX LOT N0. , \ 0 SAINON LEASE AREA WITHIN / A � ACRES: - \ / 5 AN EXISITN ® O LEASE AREA ' - - \ -/ - ri�Y U / __GC _(GENERAL COMMERCIAL) �. \ / , rare CITY OF TIGARD • ./\ �, Q 4 / / ■ /N `\ zONE: COMMERCIAL) r c` � . � % - C� - ` o> / \ CIIY of TK.ARD CO i K• it IT Y,.1, Lo i ` ^ '� I ;. 7 \ \ \ i c ' / ,.. 'Z. �\ `\ / 1 11x17 DRAWINGS 4 0 , . 1 i re , ARE 50% REDUCTIONS COM ROUTE APARTMENT BUILDING r !r/ % :? r / I ' \ I J ) !4 BVBI Y. Y.0.QWN y C ) "∎• • fl `.§. \ ` 49/ - I � � `� ` I al POR,LMD. CF1303 `�., 44 A. • ` x .a/ � / Lr l C , GAZLE • N. / ■ I ^ � ) ' REPLACE (2) PLOWINAN • \ (. REMOVED �4 , A SPHALT . ARCHITECTS ` ..e.:;6 C- ARBORNyAE �• CO LERCAL PARKING LOT 1 2701 7H Vaughn + BU4WNG ,4 Ports o.. 97210 503 274 7800 ^� (- ) � - • J ` 703274 7807 Far � l Cr ` G DATE: 01112104 / ) ASPHALT - AI//Iii � P G�F � REV.: DAD S noN: B .� PARKING LOT - J (I �9 . - / r r 2 • ` 4 �' l � e O1 /12/MN SUED Fr / rr i y . • �C ' i� - IED FOR Pli C ■�� + �� MGM 70NRNC 7/23/02 MOx co REVIEW KR • J ) , \ ZONE CC (GENERAL COMM RCN.) ® ISSUED FOR • .� JURISDICTION. CITY OF TIGARD Q 5/2102 TF • / ZONE: GC (GENERAL COMMERCIAL) ` . ' � ' OF TTICARD '� A5/17/02 z REVIEW / J , J sot No. • / ` �'- � �' PROPOSED ' OF . ` / PT326 -04 POWER AND TELCO DOSING UTMY POLE W/ - * C) 12955 SW HIGHWAY BUCKET TRANSFORMER TIGARD, OR AND TO CO POLE_ 4175 TN A ' 97224 � 1 � OVERAI L SITE PLAN i . - A1.1 SITE DEVELOPMENT PLAN , 1 JOB No. 03069- . -.��' lip 15 • • J : + ' `\ 1 W / o C C Y LLI • EXIST. BALDING / 1 N jr. .. s sER�ncE, . • • •T: . C / I r• ) BASE EXTENSION 1 EMERSION I Q B • • / N - 1 , - l I,RIAu (FUTURE, (FUTURE) I sd v / - � a a c •T I I C li ,/Y CARLON IA I 1 Ik n 0 _ ® / _, _ GROUND i i � I \ A ' 1 � � I ' I� i i ® 6 E,OSTING LANDSCAPE TD GROUND U ,O REMAIN 1 - THROUGH SLAB .. i i �► l \ . ` � � ` ` � `. i i \ `. , I I 3' CONDUIT FOR TELC NQ TO ATTACH TO H -FRAME PER PLAN. I / y O -.D I - - I METER • .)1 �� \ / - • 1lUTILITY IY BApOIOARD AND 1 -- -0 1 Y CONDOR NQ FOR �` 3 t` SERVICE CABIN �� 111 11 POWER BEIWEO CONTRACTOR TRACTOR 70 PRO PROVIDE DE WARM WARM 4 ,000 � ` / / / /— 111111( 4 q / 4 CONDUIT FOR•TELCO I ® ► / AND SERVIC CAR NET pi�TELCO CONDUIT BETWEEN CABINETS 4 , ET TEIm SOARCE I 1 2. DONDUIT FOR POTTER CO - AND , I I . � j ON © (Y I' FROM CARRIER 11 BETWEEN PETER BASE LMINIMUM SWEEPS ARE: 1Y FOR 1' CONDOR. u) �k / �} 'x /S'-0' Co M- FRIWE) m I� IYaT AND ELECTRICAL PANEL , 24' FOR Y CONDOR. 36' FOR Y CONDUIT / : ON GRADE, SEE � • • ' ` YEIER BASE SEE AND 48' FOR 4 CONDUIT PLAN F"OR ( ` �� \ (` / / NEW 10' FOOM COAX 1 \ �� / 7 ® T OEPTH UNDER SLAB IS EQUAL TO II /r C ABLE r� TO E XIS T . Z ' 3• ►ONWUY SWEEP FOR THE RELEVANT CONDUIT (' 1 POR HOLE e ' 6� M4ff. W 1 E7LSRNG 7B HIGH .. 4 s• 4 B•_3• 0 N uI TRA�CTO�R SCORE: SLAB b y 2 J ` J W / yALyON pfS �i 1 ,. / I ' ' O 59' CL HEIGHT AFTER SLAB HAS SET'. PROVIDE ui D + 1' ` �, - u ., y � \ " © THREADED GAP FaR WEATHER sEALn+G w y EXIST. BALDING `r� / / ., -; ;::`. < � � 1 - E�S,I, - / EQUIPMENT LAYOUT t z • ,• . 9 . 2 :p / r .� I 0' X N Eason r -0 mat awN / , 1•--r / Damn �' `'/ • . : •. s �� . ��\' �� ^� BARBED STRANDS z'-4' �' -4' z'-4' s'-s' 2'-4' J SIDE OF T A. �A • / I 1 PROPOSED Q 1 FUTURE GENERATOR LDGTION 4, u Off 1 I IgG - F E> SING / / U UTY BACKBOARD , - •• '' ' �� / 1� � % _ I ��1 :: . I � `. - IN FOND NO (�$1 . \\ 1 r� Fr = = =- ---- ��r - - - - 1 IN FOR 1 T Fat ND NO n1' 1 \` I I I I I I I / r - - -I r - - - � I r - - - � Y I / �\ 4 �� I I i I I I I I 11x17 DRAWINGS . DOSI9NG ,4 C // ACCE S GATE A I I I I I I 1 ARE 507 REDUCTIONS' _ • � - . \ + \ \* \ �� I __ / / � � dd , EXIS191O AC PAVED SERNICE2 SERVICE, BASE EXTENSION 1 EXTENSION a D`� 7 to J J +\ a 7 \ \ `i // LL T R .' � • i , PARKI U7T • (F (FUTURE) (6111141) (MRIAL)'. (FUTURE) (F (FUTURE) Ace'Y Y A14,p � �� A //�� m Y.M.RQLW / ..■ .----.\--..(7\ 1 / -- • 'b. � �: • PowER I EQUIPMENT , c � 1 �, v' \* -- 9AOCB0AR6..sEE ELE STAB v, �wR,wa , CRS= a 1 ' ' 1 . r � nk , ) r % 1 �f i - IL ____ J _ _____ ___ - O - p 4D O �� , 4• J ,%� 4 / � • ' \\� �; r �'�.� E�� PLOWMAN 4 01Y 'IL ■ 41 ... ... 8 ` � PA EQUIPMENT ELEVATION (LOOKING WEST) 3 n I ARCHITECTS e JQ127N 78N Fay 503274 7800 , ( �. // (2) ARWIM TO BE DATE: 01112104 j \'�: b. © AE \ \ 1 R H FIMVE REVISIONS y � PROVIDER 2' - 2 - • REV.: DATE: DESCRIPTION: BY: irk PROPOSED e-Cr 2 -144 ® , \ \ r ° H- FRNWE. SEE MIMI 119.30 =•.• I � � ,J `B. ` \ . 1 ..% p III _ •- -�--'• e Ot /I CD PERMIT • & 90X CD PERMIT KR C � \ nutY 0 � 9a �. 1f iT SITE No. \ PROPOSED OUI ERM O U1IL POWER u II ao .. \ ND & 1EL.CO ROUTE TO UTI ITY sEE ® `\\ BADKBDARD. sEE ELECTRICAL ® e A PLINTH PT326 -04 l n I to L ♦ �✓ ` ' A E>ism BUILDING' - (11� ASSEMBLY ', 7' f i ¢ \ \ EQ UIPM N 12955 SW PACIFIC HIGHWAY YENi TIGARD, OR \ 97224 . 4 _ _- 1 ` \\ TN N - °- E ENL A R NT �4 ' A 117.8 - 1 I MIL 'L VERIFY LOCATION O F l_ ` \- e - . BEFORE YOU DIG -� , \ II. Al .2 ENLARGED SITE PLAN , 1 EQUIPMENT ELEVATION (LOOKING SOUTH) 4 JOB No. 03.069 • ANTENNA AND COAXIAL CABLE SCHEDULE a co • jp -0- ism ANTENNA SECTOR SUPPLIER YODEL RAD CENTER AZIMUTH COAX COAX ' L—. co 0 7YP. ID (AGL) LENGTH SIZE _ - - INTDAL PANEL FUTURE PANEL AO A EMS RVE5- 18- 040PL2 S9' 0' 70 7/r W mom= ANTENNA. .1W. 1SEPARMION. T;,R ANfENIM, TYP.. Al 0' A EMS NA35- 18- 04DPL2 S9' 70' 7/g' i A �1e _ RING MOUNT . 90 B EMS RV5S- 18- 02DPL.2 59 120' 70 7 /g' 2 s . WUMINC .M I MONOPOLE Bt a EMS RvMLS- 18- o2DPL2 ss 120 - 7w . : 7 /8 PIPE.IYP, C I- .`. CO C E115 RVBS- 18- 02DP12 39 240' 70' 7 /g' . cl c EMS . RVBS- 1B- o2DPL2 59 24U - 7D' 7/8' . - SECTOR SECTOR c B .. NOTES; U g • TN . 170 1. ALL. INFORMATION CONTAINED DM T IS SCHEDULE IS TO BE MIMED WITH .ME RF ENGINEER PRIOR TO CCNSTRUCUON: - , . - 2. CO CABLE LENGTHS ARE FOR ESTIMATING PURPOSE ONLY. DO NOT USE FOR CIIT LDlCTIG 111/ AX 3. DATA IS BASED ON RF ENGINEERING APPROVAL FORM DATED 04/08 /02. REVISION I. • 4. AZDAL/MS ARE BASED ON TRUE NORM • ANTENNA PLAN VIEW /SCHEDULE . SCALE 4 U w� I Z S 2W O c . A -- • - J# II II TOP OF MONOPOLE Q EXISTING ANIMAS O I� I EXISTING ANTENNAS 11 x17 DRAWINGS ■ X b ARE 50% REDUCTIONS NR o f PRO POSED SALMON - / . N. P 0102I C .. DADAVIT ARM a MOORS RADCENTER OF ANTENWIS P S PC S n ANIDOIAS O S9' C.L ON 5 ANIDO4lS. O 39' C.L ON S' -0 7 �R S! / / ' - - w - -- ; DAVIT ARM MOUNTS t i, AMMO, CROON ... (1 PER (t I'E ANIEN A 0 (2) PROPOSED COAX PORTS �tA k NEAR s9' ANTENNA ct'115E1 • � � � � A� OF 0� e A MST 7g' MONOPOLE G AZIFY PLOWMAN � 1 NG . ARCHITECTS , COSTING ANTENNAS v s 1 Pont a 9nTo ZZ ` saDZ» i k 503 274 7803 Fax f / DATE: 01H2/04 1 DOSA REVISIONS . COSTING COAX CABLE BRIDGE l � 1 / REV: DATE: DESCRIPTION: BY: h/14 /// ., EXISTING PORT ( / ), NEW CABLE BRIDGE Lam -© "' L PROPOSED SALMON ^ COSTING PEO INTER AA a MiNfr R.F. REV190N5 SHELTER EQUIPMENT S COAX CABLE BRIDGE Damn EQUIPMENT SHELTER / V7 © 7/23/02 BOX CO PERMIT KR @PFA3061310) METER bie .,., �� G r�'MR A GALVANIZED POST e/ // \\ - EOUM 5511m FOR j. � ll- ail1i i i1 I PRA CONCRETE E PAD A 0 Zik PROPOSED PORTION OF C O�Np A ©` ,� ®- . SITE No i5 ® BE /. /113!/1® ® - ,� �„„E SEE PT326 04 IIPI I UTILITY eAC ® I I PROPOSED © PROPOSED 4' -0' WIDE 1m111Y :. ': ®VER¢ON 11-FRAME �I /. I Q 1111 . 12955 SW PACIFIC HIGHWAY TIGARD. OR 0 '. - 1 - ,,1 ' ':;:s —;$ , _ 1 %IV © PRaPosm LMO)SCAPPIG I e • r . . 0 97224 ® I I I I ,r ... ! 1.:... , .. , ; ��- = .. ' _ - - - ELEVATIONS A2.0 SOUTHEAST ELEVATION ,„ , 2 NORTHEAST ELEVATION - in L E 3 JOB No. 3 L N L111 1. Ui = e S. C 11 1 U K C U o � Z � W 6 u O CV O a - - - - TOP OF MONOPOLE - - Cl) No 1 COSTING ANTD NAS =MG ANTDMAS — — — ! — 11x17 DRAWINGS 4 A RE 50% REDUCTIONS )o PROPOSED SALMON PCS g ` S .k.D 4C') ANTENNAS. O 5B' C.L ON t o r DAVIT ARM MOUNTS WITH TTN'S p PER ANTENNA) yS Taval Y. x. Kom RADCENIER OF ANIMAS PROPOSED SALMON PCS H — _ ANTENNAS. O S8' C.L ON s' � s DAVrt Al IB MOUNTS WITH e (5291 c c P BElow 1/1 - -- I TMA's (1 PER ANTENNA) � ► OF � � ill • x COSTING 7W MONOPOLE ` �` _ _ , _ E705IM0 77Y MONOPOLE DATE: 01/12/04 PLOWMAN ARCHITECTS 2701 NIVV v®em DOSTING MADAMS / FbSTINO ANTDINAS Po 76f a.9rno 503 274 7800 503 274 78113 Far 1:. L - EXISTING PORT COSTING BUILDING BEYOND Q i I BUILDING REVISIONS REV.: DATE: DESCRIPTION: BY Q T DmG BLGE ■_ — PROPOSED SALMON EQU�ID;M ON © ®l 1111 ' 3:v1 CONCRETE PAD MP' ®{((:(` , OI STMG EQUIPMENT BEYOND BOX CD PERMIT SHELTER & E705RNG EQUIPMENT ZONING Y Q SALMON I SHELTER ® 5/17/02 any NOV CONCRETE PAD PROPOSED PORTION OF y+, EI STING FENCE TO SITE No. Q i ® PT326 -04 ® PROUD UTILITY BACKBOARD .. I 1.1-610.10 ® 12955 7 SW PACIFIC HIGHWAY _ _ I 4 � TIGARD, OR - f i 224 8 1 i a I ELEVATIONS 0 a w 4 A2.1 SCA1 NORTHWEST ELEVATION ,„ � . 1 SOUTHWEST ELEVATION , 2 JOB No. 03-059 3• NOM DN SCHED 40 DOSING 0 MY PIPE WITH CAP, TYP n is 5 TOWER 0. MIS W8•L824 -3 WAVEGUIDE 1. WHERE A DETNL 6 NOT SHOWN OR NOTED. THE DETNL STALL _ Cl) B' EIR mCE SUPPORT DEEP BRAC1�T 14 (247 - ' BE THE SE AS FOR OTHER SIMILAR WORN L (n SAME I MET B ASE VERIFY DICOMING FEED DIM 2 NOTES AND DETAILS ON DRAWINGS SWILL TAKE PRECEDENCE OVER GENERAL J 24' WIDE X 2• NOTE W II G AU D ST LA PNK _ 18'� x 24 MA GOGOVERNING ONIONY. W ■ X 4 5 /B'd IM VERIFY ALL OTHER CONDOR s WITH ONE-LINE DIAGRAM 3. NO PIPES, DUCTS, SLEEVES, CHASES. , ETC.. SFiNl BE PLACED IN SLABS. Q' PDU MOUNTED AT END Q. - OF COAX BRIDGE BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. NOR SWILL MY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS. ETC.. UNLESS OTHERWISE B NOTED. CONTRACTOR ADDR, PIPES, ALL OBTETCC.. PRIOR APPROVAL FOR INSTALLATION OF ANY i � 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE Mm COMPLETE RESPOSN8IUTY FOR JOB SITE CONE ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT • INCLUDING SAFETY OF AU. PERSONS AND PROPERTY; THAT TH6 REQUIREMENT SHALL • z . la GALV TUBE STEEL WIRED APPLY CONTINUOUSLY AND NOT BE ED TO NORMAL WORKING HOURS; AND THAT • mum W 1 pi SECURE COAX MATH YTS THE CONTRACTOR SWILL DEFEND. INDEMNIFY AND HOW SALMON AND THE P.cHJTECF/ ram SNAP IN DIMMER HARMLESS FROY. AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION X IRANCEfB. 7YP WM4 THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LJABILTY YIS TL- SAF2550 1 CROWN ARISING MOM THE SOLE MEOUGENCE OF SALMON OR THE ARG0IECT/ENtb1EEt v U NNA'7 1. -S TOWER LEO 5 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE S / STAND -OFF FACE L O r I• THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SWILL ix PROVIDE NI MEASURES = r.• . r~ 'PEDESTRWLS DURING CONSTRUCTION. SUCH MEASURES SHALL M0.UDE. BUT NOT d .. I 12• DA CONCRETE FOOLING - BE LIMITED TO BRACING SHORING FOR LOADS DUE TO CONSTRUCTION EOUIPYEMT. TEMPORARY STRICTURES, MID PARTIALLY COMPLETED WORK ETC. OBSERVATION EnIJIPYENf SUCH RMS. ETE BY THE ARCHITECT/EICDIEER SHALL NOT INCLUDE ISPWCTION Q •w� -w'• ' '-. - -�- 6. AM/ SPECIFICATIONS NOTED ON THE DRAWINGS ALL BE OF THE LATEST REVISION. • GRIM kit - jI " - - • I .. ..�1 7. CONSTRUCTION MATERIALS SWILL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR U Q I - II .: I - t. - II- 11= PRROOF. DE ADEQUATE sHORRMO/BRACINLS WHERE STRUCTURE HAS NOT ATTAINED ^ g _ m .. . ' � ; ' DESIGN STREMGT,. C § I 1 `- - % a .I I- - , t 9 ' 1I- 1 NOTE: B. R LL SHA BE THE RESPON�IULY OF THE CONTRACTOR TO LOCATE ALL E IS7IN0 W ' • :E/ - - --- ;1''1 FOOTING DEPTH TO BE A mums WHETHER DOWN HEREON OR NO AN T D TO PROTECT THEY FROM DAMAGE. t �ri,r / MOM ° .. MINIMUM OF 30 E M • BELOW GRADE mums CONTRACTOR SHALL BEAR ALL INENSE OF REPAIR OR REPLACEMENT 6m �� \�.�\ O \� �• �� \.;�� \� \� ��. \� �� \� \� ��.' >�� ' \� �� \� \� ��-\� � �� "\� �� \� \� \� ��"� I OR BELOW MDmRY FROST C UNC ION WITH THE PROSECUTION OF THOS WORK �$*\ r/ �� i �\! i �� r �� ! \ /i \ \� \! \�! ��! ir \ � ri �� ri ! r \ // \! i �\ rr �\ � i p ! / �\ r/ \ �! r X ri �! N 'n ' .L' -I Z a q2 \\ METAL 7D E HOT • • DEPTH. WHICHEVER 6 GREATER ES i DIP GALGALVANIZED 9. DIMENSIONS SWILL TAIL: PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. Z ui i } c e `. �` 1 -0 1 • - d I 10. THESE NOTES STALL .BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS O o 1 ,JGAL } SC 71 CE PANS) SAIL BE REPLACED I MATCH DOSING. P`""°°°• CABLE BRIDGE DETAIL ,, 1 METER BASE MOUNTING DTL 2 12 THE FOLIDWING REQUIREMENTS SHALL BE LIFT FOR SPECIAL INSPECTION: • 3 NOM. GALV. PIPE - UNDER _ TYP. O Po6T 3 1: • '11 I c----- AL A. REGISTERED P ION1L ENGIF®t THE SWERV610N OF A n g (3) � / I PLINTH ASSEMBLY J 3 EILP• % 3 1 SKID TYPCAL B. THE'SPECAL INSPECTOR HALL PECfOR S FURNISH DISPEL REPORTS TO THE ARCHITECT/ENGINEER. MD OTHER DESIGNATED PERSON& AU. CISCREPANCIES - �l(P / %�_- SWILL BE BROUGHT TD ILDIEDIA TTE TiON THffOF CONTRACTOR FOR R 3/8 X 8 X 7 EASE I EIILS CONCRETE sLAB / I CORREC IONk THEN. IF UNCORRECTED. TO THE PROPEL DESIGN AUTHORITY AND Q CONCRETE SLAB ' -. •'• / 1 /� THE BUILDING aFFNCML WRITTEN INSTRUCTIONS . • . ICI i PLINTH ASSEMBLY. I I / C. THE SPECIAL HD SHALL SUBMIT A FINAL REPORT SIGNED BY CO ATTACH PER BTS B S I t BOTH HE AND ND HIS SUPERVISOR STATING WHETHER THE WORK - ' • °i I : I ' MMRUFACTURERS \ - S /B'W DOMINION ANCHORS PL SPECIFICATIONS APPLJCABLE ANCHORS MTH 4 INN d ,U • U WRITTEN ISTRUCDO¢ I 111• E►®EDfD CONCRETE PAD WORIOWSHP PROVISIONS OF THE UNIFORM BUILDING CODE. ° d PLINTH ANCHORS I ' : - - �- , D. COMPLY 16111 ALL CLOY SPECIAL INSPECTION RECAREYDITS 11x17 DRAWINGS • N SEE 5 S<AB a ° ARE 50% REDUCTIONS 4 2• \ I ( • ° I 4 % I \ AL CONCRETE WORK SWILL BE IN ACCORDANCE WITH THE AO 301 -89, AC 318-95 ` y '�"" `(,��' ( ' 4 AND THE SPECIFICATION FOR CAST-6-PLACE CONCRETE SHALL 3 NOM. GALV. PIPE �, � 1. D AYS UNL N O1ED MA07HEAW6E COMPRESSIVE STREWTH OF 2.500 PSI AT 28 Y. X. ROUw n ((�� o y� H �� \ • - v r \ � \row o � - � y � - � \ � IF � O �\ O FfGANSIDN ANCHf1R .• 2 REINFORCING STEEL SNAL CONFORM TO AS1Y A 815. GRADE .60. DEFORMED UNLESS f p PO1TluD. OEM G \ 4 . /� / i \� � ¢ � ii \ ri � ri \ ri \ /i /i \ ri ri \ ri � // \ O H O \ ri d /i �i�!i� \ /i r r NOTED OTHERWISE WELDED WIRE FABRIC SMALL CONFORM TO ASTY A 185 WELDED A O C ! a 2 •' ' \ ri /i \ /i� /i /i`G ` //\,%�,\ G \ /\O '%/i� /i' /i \ /i� / P -STUDS OR RON AN RS ML11 KWIK BOLT -14 POWER BAWL STUD. US.E H OO KS S SNiNl ANWVID ■ uMJ;5.5 N07 ER CLASS 'B• AND ALL � Aw OF O � `, Q 3/B % 8 K 7 BASE ' 1yp, /RED HEAD 1T5180L75. THE FOLLOWING YINWUY CONCRETE COYER SWILL BE FRONDED FOR REINFORCING ,6 TYP. • POST ' NOTES it O 12 O.C. EA17, FULL BEARING CONTACT FOR 3 1/1811 (MINIMUM) AROUND EACH ANCHOR MUST STEEL UNLESS SHOWN OTHERWISE ON ORAWINOS: ' • . 3 18 • 1. FOR CONCRETE NOTES SEE GENERAL WIRY. TOP AND BOTTOM PROVIDED BETWEEN THE FACE OF CONCRETE AND THE ANCHORED ASSEMBLY. • 1 1/2• CONCRETE SWILL BE MAYORAL OR CRUSHED COMPACT SELL TO YIN 95% NON -SHRINK GROUT. PACK AS REQUIRED TO ELIYDATE ALL VOID 4. CONCRETE CAST,AGAD6T E%IRIH. - 3 IN. PLOWMAN MAX TO MN PER AS1% ACES BETWEEN FACE OF COCRETE AND THE ANCHORED ASSEMBLY. DO NOT CUT MAD REINFORCING OR BRE AKOUT BACK SURFACE WHEN v ARCHITECTS WITH 10OL PASSING 7 SIEVE D CONCRETE EXPOSED 70 EARTH OR WEATHER • 3. VERIFY MBAR AND EXP ANCHOR v D1557 METHOD '11f (I0 BE VERIFIED • HOLES. 8 AND LARGER. _. IVE ._..r_... ....._. 1 2701 a 972/0 Elm .7 r. -- AV: :. « ::__ ,n_ LOCATLDNS TO AVOID INTERFERENCE WITH SIZE SPECIFIC SOIL REPORT) - AND SMALLER R WIWF......- ...- _....._.__1 -1/2 M. smrc SCALE _ CONCRETE NOT EXPOSED 10 EARTH OR WEATHER OR NOT CAST AGAINST 503 274 781L7 Far BRIDGE BASE 3 EQUIPMENT PAD DETAIL 1 4 ID DETAIL 5 _ 2 DATE: 01112J04 • SUB -BASE ASSEMBLY. 5. A OHAYFER 3/4 SWILL BE PROVIDED AT ALL EGOSED EDGES OF CONCRETE U.N.O. REVISIONS BOLT HOLE PLACEMENTS ATTACH PER MANUFACTURERS M ACCORDANCE WITH Ad 301 SECTION 4.2.4. • FOR ATTACHMENT OF DN INSTRUCTIONS !L HOLES TO RECENE EXP /WEE AK7WRS SHALL BE 1/8 LARGER IN DIAMETER REV.: DATE: DESCRIPTION: BY: ' lll RF CONNECTORS BTS UNITS TO BE PER MAN THE ANCHOR BOLT DOWEL OR ROD MID SWILL CDNFOMi TO MANUFACTURER'S DO 2 24* N LO TYPICAL FOR ST . RECOIOIN Avow FOR l NG EXISTING NG REBAR WHEN DRILLDEPTH OR AS SHOWN ON THE DRAWINGS. &ERTEN INSTRUCTIONS OPTIONAL LDGICN UIE AND AVOID TING EXSTING INDIES IN ELEVATED OF ON AS PER CONCRETE SUBS. /WEDGE STYE COMMONS PROVIDE (2) TO AWED per, �� 1 CBO USE 6 YANUFACTISTALJA710N IIRER' O S WRTT EYE RExOYY PROCEDURES S 7. Am F CONCRETE AICHOt, WILL BE PER D -RINGS RANG Al ALSO ML ADD CROWRI FOR DRAINAGE Q I,,, � PR MTENNA S OU % OF SSLAB�; TYP 2% I - I 2W SLOPE ® ISSUED FOR • EACH SIDE t. C . ._. . _,. -. ~ �• . STANDARD RYAN X:UIOTM R67 NORM .t 7/27 : :!i. � � I A. KR w �: � ;' PROW NEW 1. AU. METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED No. " :�� :�� :�� \ �C <� <S �-� WWD SEE TOWER I I VERIFY HEIGHT ANTENMA PIPE Y OUHT -/ p / ` q Y / i j � � / /� / ` / / ` / / � /,` /,�/ _ • 1 . J• a� .4. r,. / - ASTM AM UNLESS NOTED OTHERWISE J , , \ . .., '1•1.... . .., MANUF RER s PT32 6 -04 AT 12 OC. EACH / l 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO AST% A500. GRADE A OR A501. m 1� \ \, \ \. SITE 1OU 110N r WAY TOP AND BOTOM i \ � : 1 �d \ r 30 � A 1 NGS R OCACT S AC11Ji�R'S 3. ALL WELDING SHALL BE DONE USING E70IDL ELECTRODES AND WELDING SNAIL LL : iii \\ m g • DW1YIMfS FOR ENSUE CONFORM 70 A6C m AWS WHERE LLET SIZES OWN. COM SAIL 7D MIN BS1L \ \ i " �i� PROVIDE THE YWIYW N SITE PER D1.1. TABLE J24 FI M THE WELD A6C S MA NLAL ARE OF NOT STEEL SH 12955 SW PACIFIC HIGHWAY PRIMARY TM POSITION . STAINLESS STEEL MAX DENSITY PER ASTM � �%, \�i / \•�\\� CONSTRUCTION 8TH EDTION.. TIGARD, OR . ADJUSTABLE CLAMP - 0I55\RAVEL METHOD D (TO BE VERIFIED � `q NMUIH F O COAX ENTRY 4 BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASHY A325 SOUS 97224 VALMONT PART / 13185 TE SPECIFIC SAIL REPORT) �+ (3/4• DYl) AND STALL HAVE A MINIMUM OF 790 80L1S U.N.O. 11 1 OR PRE-APPROVED EQUAL - 5. NON - S TRUCTURAL - CONNECTIONS FOR H NORML LADDERS MID STEEL GRATING WY - USE 5 8 DIA GGALVANIZED ASTM A307 BOLTS U.N.O. DETAILS OR CONCRETE NarE6 SEE GENERAL CONCRETE NOTES VERIFY LoCAnDN DF N SHALL BE NATURAL DR CRUSHED GRAVEL WITH PLINTH ASSEMBLY 1D VERIFY REQUIRED HEIGHT OF WWDHOLE DOAX 10 JUMPER KR. 011 PASSING 1 SIEVE MATCH LOCATION FOR WITH CONSTRUCTION ENGINEER GROUNDING KIT AND CABINETS ERIFY REBAR AND EXPANSION ANCHOR LOCATIONS TO MOUNTING HOLES PER OD INTERFER ENCE MANUFACTURERS WRITTEN INSTRUCTIONS A • TINA DETAIL ., IPMENT PAD DETAIL 7 COAX ENTRY.PORT DETAIL 8C ;;� 8 GENERAL STRUCTURAL NOTES JOB No. • 03069 • • 1o INOL a u � wl STRANDS ACCED EQUALLY i Cl) • TOP BAD. - - #I 4 _ I �/� \�] ►, - [WIRE ; r.•.•:.•:.•.•.•.•.•r ::; A ` E1 RASE AT REMOTE *ATM SEE PLAN FOR CONTRACTOR I ..' o f 0 0 •• O LOCATION. (SUPPPUED AND INSTALLED -BY P ER LOCAL UTILITY CO. REQUIREMEN I i= I 4 �. :. • • ;;;; b ' sHtt PIPE CAPS. TYP ,� ?� y :.x. x.$ Q • ELECTR�IL PANEL e . O O © MIL UNISTRUT END GP 5- c ELECTRICAL BOX NArTH OUTLETS �o o� • I . p 7e :..)• CC �� -- �� -- O APPI.ETON GENERATOR RECEPTACLE r.. © g, I - i • - - -• ...i ='ii i • 1_ r.. - 1 I © ,,! �I�: BTY OF ; ' - ' °IT : U =11 11=11=11=11 O �CO - 1$ �rkil -+ PI U NISTRur I I E q rooms MusT ° i °' m ,a._._._.. . u BOLTED To PIPE. 1. eEe' Barr. BAR. TYP. �T ® SET NOY�oo salm 4o srm PPE • •On TYPICAL - :'�� O V CONCRETE PooTINC - irk suRCE SUPPRESSOR I i L ,I I , T , - . aNER T ® PLATE if Ti1� III X . o GPB ANTENNA • GENERAL NOTES ® SCO HA LOGEII LIGHT WRN ONE HOUR TIMER�IITCH « O— " 0 ° • 1. CORNER POST: 2.875" OZ. PIPE, SO4ED 40 ASTM -71083 . • CONDUIT � • UNE POST: 2.375 O.D. PIPE. SCNED 40 ASTM -F1083 NQ�: , • • - — -7—z 7 - 2. / i v i ' V 3. TOP. BRACE . AND BOTTOM RAIL: 1.88 O.D. PIPE. SCHED 40 AS111-F1083 1. ALL USTED,COMPONENTS TO BE PROVIDED RY CINGIAAR /: M�j�� /�� /�'� /��:� ∎� • • 4. FABRIC: 9 GA CORE WIRE SIZE 2 MESH FABRIC TO TOUCH GRAVEL BASE UNLESS OTHERWISE NOTED. 1 �G /' .. \ ' �; Q Q 5. TIE- WIRE: MINIMUM 11 GAL GALVANIZED STEEL // FIELD VERIFY E%ALT ROUTING OF ES + . •� 2 CONTRACTOR SHALL '0. BARBED WINE: DOUBLE STRAND 12-1 O.D. TWISTED WIRE TO MATCH FABRIC WI H E x 1�}Ipl 'REQUIREMENTS. FOLLOW ALL MEET � � '` t .1 14 GA, 4 PT. BARBS SPACED ON 1ELY 4 CENTERS 0. NT • CORACTOR SPARE PROVIDE SPARE PIJ REQUIREMENTS. �I • I 1 ♦ 1 I I1 / I y , TELCO CONDUIT. z 'a ° - 2 R O, QU , NOT USED 1 FENCE DETAIL 2 UTILITY BACKBOARD 3 4'-°'. J L I t 5 1/4 I NOTE 1: { THREADED CAPS (5) 24 VERDCAL LRISIRUIS ARE. To FRET 18S T1 NC1E (4) 108 UN ISIRUTS TWO OR ON 22 18. 14.78 FACH SIDE COLOR CODE Al i 8 .7 5 - • _ 381 I • o. 1C I t . ° 4 GALVAN STW 11x17 DRAWINGS "' w I I 7 � I REO BYUIRED LOO ODES) ARE 50�. REDUCTIONS ....... 1114 \ ILATED � LB 2 SCHED 40 ` g ` C " `�f' j� ANTENNA MUM= PPE - - V.M PL WI V. " .. , s (c . z , ; ..„ ) „, ../AN V, i \ N 2 ` PVC ° a te""'° 00lmI 06 ge CONDlm. FACILMES TO ,VERIZON Ill Cow q � A BURIED 'GROUND RMO If* OF p 4` • l i h 1 _ G Y • i WELD. 7YP PLOWMAN ... 02' SOLID BARE TINNED • RE, BONDED TO • BURIED 270I NW Vaughn n ARCHITECTS GROUND RING .,r C• • swre 764 COLOR COOS • 5032748.00 10 Lt NOT USED � 4 VERIZON TELCO H -FRAME X 8018 DATE: 7803 Fax NONE _, _,,•�- 5 DATE: 01/12/04 „AD, Ems„ REVISIONS • REV.: DATE: DESCRIPTION: 8Y: y ) L. - ' 3 • jc • j 0 � p D1 /1 ► co ISSUED FOR • PERMIT Til ANr o ANTI , e ^� O ®.7/u/02 o � Tat • .tip ■ a SITE No. I Ir COAXIAL COLOR CODE Q PT326 -04 • ��' ' SECTOR CONNECTOR COLOR CODE F-..' 0 12955 SW A . A o YEIJOW/t'�� TIGARD OR ACIFIC HIGHWAY B A NT o 97224 ANT O 'GRANDE . ANT 1 - °RAN E/ORANGE • ( DETAILS. • . '1 Nam I. COLOR CODE WITH 2 �E 3r COLORED TAPE - I _ 2. COONS IS TO O CL1m AT EACH END OF E VERY COAX A JUMPER. . . A3.1 • COAX COLOR CODING DETAIL 6 NOT USED 7 NOT USED - .. 8 NOT USED 9 JOB No. 03-069 ,. "°' DESORPTION WNW. CATALOG NO. NC; GENERAL NOTES R 1 0A, 240V VERITY METER BASE CULLER - TRIMMER C�I200R/SC 1.LOCATE EXISTING GROUND WIRES PRIOR S 10 WITH 100A 2P YAM BREAKER - TO TRENCHING. 1. THE DECIMAL CONTRACTOR SHALL PAY ALL FEES FOR N = _ SHALL WLf15100 2VEIIFY LOCATION OF UNDERGROUND PERMITS, AND BE RESPONSIBLE FOR OBTAINING SAID W 100A PANELBOARD WITH YAM EYELANDER PERMITS AND COORDINATING ALL ELECTRICAL INiSPEC1WN5. L 2 DISCONNECT. BREAKERS AND ELECTRIC I UTILITIES UTILITIES BEFORE YOU DIG. 2 ALL E ELECTRICAL WORT( LL CONFORM TO THE 1,14 TO UTILITY PQ.C. TRANSFER SWITCH. SEE NOTE 2 2.. ALL EL SET FORTH L THE NATIONAL ELECTRIC CODE• 100A. 4W, 4P, GENERATOR APPLETON CONTRACTOR TO CONTACT POWER 6 3 W LB ADR 104485 • NAPA 70. AND THE STATE OF OREGON LAWS, RULES AND 3 RECEPTACLE COMPANY BEFORE ANY WORK IS STARTED. PULL CORD VERIFY ALL REQUIREMENT WITH PGE REGLMTIONLS 4 300W DECORATIVE FIDODUGHfT REGENT MOOR CONTACT. 3. ALL ELECTRICAL COMPONENTS SHALL BE U.L LISTED. F d y _ _ WHITE MODEL 1OF3oow 120v upmNG I 4. CONTRACTOR SHALL TOMMINE ALL GENERAL Cw6TRUCnoN 25A 80148 x � F-- NE DRAWINGS Alm VSIT CONSTRUCTION SITE TO BE FAMILIAR C EE MOTE: UTpJTY SINGLE-GANG BOX WITH ONE TIME SWITCH BY WITH EXISTING CONDITIONS UNDER SIT THEY WILL WIVE g CONTRACTOR 70 METER SPRING WOUND YANUF: IORK CONTRACTOR WORK OPERA WAR IN ANY WAY AFFECT THE 9 I S. COORDINATE NEW © PANEL 5 INTERVAL TEpy) S TIME SWITCH (PART PARKING LOT U CAL WITH I MAIN , Ma M6 T URE UNLESS OTHERWISE NOTED. A11 CONDOR DR I1 LL BE E LOCAL MUTE I BREAKER I LIGHT FDT FOR ABOVE GROUND INDOOR INSTALLATION, DAC FOR INSTALLATION AIM PVC ABOVE GROUND COUBLE-GANG BOX WITH By tom) _ I • TWO CM DUPLDIUCIES CONTRACTOR • SCHEDULE 40 FOR UNDERGROUND INSTALLATION. / O AND WEATHERPROOF COVER SURGE SUPPRESSOR. PROPOSED SALMON �/�l R tr, 3w, JOSLYN 1285-85-MN EOOIPYENT CABINETS ON &WIVE AND CABLE SHALL BE OF THE TYPE A 5� 7 80 HQ. SEE NOTE s 15 %110' CONCRETE PAD p p ALL0 . E H EPE PULLING "0 HAND HOLES AS NEEDED AL o ® ® 7. RACEWAY RUNS ARE SHOWN AS A DMGRAM ON THE 2�, NOM: CONDOR STUB -UPS AT DRAWING. EXACT LOCATION AND ROUTING S TO BE CO 3 /2 1 sec 1. PROVIDE PADIOCIOHD PROVISION �Ury BACKBOARD ALD DETERMINED IN THE FIELD. ELECTRICAL CONTRACTOR DOLL 2. EvELANDER ELECTRIC 1-800-432-8988. 3801 EVERETT AVE . I SALMON EQUIPMENT P.0 Bea 1479. E COORDINATE ALL EL ECIRICAL WORK W11NI OTHER S. C) vmeU, WA 98209 • • -• i �, CABINETS SEE® ® B. L EXPOSED GROUNDING CONNECTIONS TO BE COATED 3. PLACE SURGE SUPPRESSOR AS CLOSE TO PANEL AS POSSIBLE TO WITH ANMCORROSNE AGENT SUCH AS ?q -OIfY . ' P USED KEEP FEEDER LEADS AS SHORT AS POSSIBLE. • • EXISTING CHMN LINK OX". ALL DARTS, BOLTS, AND WASHERS USED FENCED LEASE AREA ON GROUNDING CONNECTING SHALL BE STAINLESS STEEL 7 V I r - , / �,,� 9. ALL EXTERIOR GROUND BATS SHALL BE COATED WITH t �AIHFL pEp - - - - Y - - - - r ®� O ji LOCAION FOR FUTURE \\\j\ GENERATOR FOR COST. 22 , i s \ U ` � I , ` A 10. Y OR DESIGNATING ALL CIRCUIT NUMBERS W ui IOWA I RECEPTACLE 1 I .. i L J` ■ in r w PVC YuY s.. ._ , . CONFADLED IN EACH BOX O Q? 2P 2 ^ J . , I , �- ` 4d NEw UNDERtXi011ND 24' SWEEPS NEW UNDERGROUND t MALL PANEL, DISCONNECT SWITCHES, ETC. SHALL BE O V _, I M% II CONDUIT ' / , POWER 2 F+VC R© TELCO TELCO 4• RC DNPPUED WITH LOCKABLE DEVICES. 120/24120/240V, , v. 3W ll 3 12, 1 /BG Li �/ IT W/IENO UU WY CONDUIT W/M98MUY 2 § 6 1 1 1 T 1 1 , I ��% • t, 24' SW 38' R© ABBREVIATIONS N ` �) 2P 11PP i A) 2 IPP A ) �) I ^� �._. ._.J \ METER BASE I A Y J L - - - - - - _ 1 EXISTING AETIAI ;)J -� 1 \ FOR POWER A.F.F. ABOVE FlNSH FLOOR 11128 MAIN GROUND BUS PULL BOX IF REQUIRED NCO A.F.G. ABOVE FINISH GRADE I CC e >� AG.L ABOVE GROUND LEVEL N $ o i - �.� - -. _ -�_� - ter . �� 7 T =x� r \ (�. N.E.C. NATIONAL ELECTRIC z - O , `.., J 44 jr _______.•-••.-. � j T 5. MISr , C.B. max BRFANER CODE CO n m /A,� r • _ PP I S175 C.O. CONDUIT ONLY P S S r 3R a 1 V / J C C O NDOR n n • n n I `-L: 1. E P.O.C. 1 1x17 DRAWINGS !N e ¢ N ' n Dm EQUIPMENT GROUND T ARE 50% REDUCTIONS � J • r _ 1 1 n awe ELECTRICAL MAIN TIM TOWER MOUNTED Q,, Qw► BUS CABINET 1(1/11111 ""'" 1 'I VENDS H -FRAME R© NEW UNDERGROUND GROUND BUS AYPL8IER `��" � GFl MOOING POWER 3' PVC U srevN ILL RAW t o I I RECEPTACLE FIXTURE O EXISTING CELL CONDUIT W/MI DIUM H p'� C' L - - -� O O 7 ��'� 38' SWEEPS FEP''Q CRCNR INTERRUPTER UL UNDERWRITERS • Mum O_• ,` ' - G.GND GROUND LION UNLESS OTHERWISE Ayr„ C �J w NOTED '6 OF o R I ONE LINE DIAGRAM S 1 POWER/ TELCO ROUTING PLAN 'fi r.1 •4 •• 2 L` B I T RUP""C Q wpm GAZLEY W/ V/ITHOUT TFIEPHONE SYS1E11 GEN RAL NOTES WP WATERPROOF PLOWMAN v ARCHITECTS alfut 1. UNDERGROUND CONDUIT REOuIRE DIES: 2701 NW Vat &dm 764 • 2 YWYLIY DIAMETER PVC SCN.10 CONDUIT. SYMBOLS SD mOm•d 2 97210 b. ELECTRICAL L W. MID CONDULETS ARE NOT ACCEPTABLE AS PULLBOXES 503 274 7803 Far TEL -TREND (MODEL /cPSO431) NOTE: o. A MNOYUM OF T DRUM WO 90 DEGREE DRUM BEIWEDL PULLBOXES. DATE 01/12/04 TElGO DENIM SUI3SITTUTE VRT H0L WHEN (18,2 D RATED d. A SWEEPING BENDS A RADIUS OF 10 TIMES THE CONDUIT DIAMETER. 24•* MATCH E70S • LNG W MECHANICAL Gnome, b MANUAL NOT E e. NO 90 DEGREE TRANSITIONS AT OR WITHIN A PULLBOX PANEL SCHEDULE IB'* FOR SNCIE +DACE CONNECTION TRANSFER f. A HORIZONTAL MOAN OF 300 FEET BETWEEN PULL BOXES. PANEL DESIGNATION. LU 120 /240 VOLTS, TR, 3W SURFACE MENG:- ;.:.2._. _ SERVICE TR I • • SWITCH REVISIONS MA 9. CONDUIT S INSTALLED TO CORRECT TELCO LOCATION. 100A MAIN & NEUTRAL BUS I.C. RATING m1OKA II;: II ll REV.: DATE DESCRIPTION: BY: ® GROUND ROD • T TO manna SUPPORT R MINIMUM COVER ON PRIVATE PROPERTY S 18 INCHES W /SEPARATE GROUND BUS MAIN BREAKER :100A /9P ;II =1 UNIS CIRCUIT SEE STRUCTURAL PLAN L MNWII COVER ON PUBLIC AREA 24 INCHES. pJ - - . II :r . r .. ... =II �� TAPE FOR DETM. J. MINIMUM 12' RADIAL SEPARATION FROM ALL TRENCH OCCUPA TS NO LOAD DESC. OA r8 p / POL OA r6 LO AD DEC. N0. 0 • 1 EXCEPT CAII- ' C GROUND ACCESS WELL BREAKER 0 • . EXCEPT CAN. 0lE y II -II © E LECTRIC BOX PAD LO X HASP k. PROVIDE PULL ROPE AND MEASURING TAPE. 1 SERVICE 2330 2330 - SERVICE 2 ...•- , •_.'.:..'.:.: -..� .. " VATED b NEY OPERATED f, I 2. UNDERGROUND PULLBOX REQUIREMENTS: 3 - 2330 7o/2 70/2 - 2330 CABINET 4 II .: II i TELEPHONE BOX D15bONNECT 0. MINIMUM moo' TO PULL THROUGH (UP TO 25X coaLE), CABINET (FUTURE) S II COMPACTED FILL - es : -0 CONOM /CABLE S BYi1CH. t2ov ISSUED FOR e 12 POSITION BUS BAR. MINIMUM 30'X48' WITH MICE s _ .......................... I Q o1/t2/bN PR 5 RECEPTACLE 200 - 20/1 - 6 g CO it TERMINATE ( e GROUND b. CONDUIT ENTE THROUGH ENDS OF BOX 80/2 SURGE _ q �I `.' ::' = ELECiRIG1l CONDU � , •- ' ® 07/y/D SSII FOR pN 0 TELCO CARNET. ` EWES LOCATED N AREAS SUBLECr 7 LTG FlXTURE - 300 20/1 _ SUPPRESSOR B i 1!. SEE PowEA ROUTI , ,� 1 X Sox CD RflfIk1M Irr riiimj SEE NOTE 5 I I ::r: r:::`:.::i`:::'` FINN. 2/E1.0. SITE No. 3. ABOVE GROUND CONDUIT SYSTEM REOUIRE]IENTS 9 SPARE - 20/1 SPACE 10 II. a ��, f - ;, • CONDUIT sKff As SPECIFIED ON PLAN DRAWING. � � � ;� 4 Y PT326 -04 b. ELECTRICAL LB's AND CONDULETS ARE NOT ACCEPTABLE AS PULLBOX 11 SPACE SPACE 12 _ OR AS SHOWN O H /�, • v© SCUD NEUTRAL TERMINAL BUS (•'{ t MINIMUM SIZE OF ABOVE GROUND PULL BOX SHALL BE 4'X4'If24' TOTAL CONNECTED VA:$82Q • DEMAND FACTOR _•• _ ' � : � I• • _ © PHASE A TERMINAL LUG CND GROUND BLS d. PROVIDE PULL ROPE AND MEASURING TAPE J.Q_ I �• COMPACTED SAND 12955 SW PACIFIC HIGHWAY 4. PULL ROPES SHOULD MEET MINIMUM 400 LB PULLING STRENGTH. DEMAND LOAD, VA:, 9.R9TVA (41 AMPS 0 240V 101 - TIGARD, OR SHOULD ALSO BE IN PLACE TO DETERMINE AS BUILT CONDUIT LENGTH. .11 11: ; 30A. 120-240V E RECEPTACLE 97224 5. E CABINET BE GROUNDED TO ELECTRICAL MAN GROUND PROOFF L) VIA 3/4'C, 108 GREEN INSULATED GROUND WIRE. SEE DETAILS t C' MIN WEATHER BOX AND COVER POWER, TELCO, 8 COAX • OF EQUIPMENT NDING PLAN CLEAR RIA, DUPLEx RECEPTACLE 120V. 2P 3W DIAGRAM, PANEL PANEL 8. PROVIDE PADLOCKING PROVISION. Fl 1. EXCAVATE TO REQUIRED DEPTH SCHED., 8 DETAILS 2. VERIFY ALL TRENCHING REQUIREMENTS PER LOGIN. UTAME5 O SFEE'T NOTE REFERENCE 3. r.AII RETORT YOU 010111 _ E 1 • O m'm"au FM °Ism TELEPHONE GENERAL NOTES 3 PANEL SCHEDULE S 4 CONDUIT TRENCH 5 „ 3 " � ' ° JOB No 03.069 _ �+ c GROUNDING NOTES _ i \ / �.• i N C*ZWU. WELD 1. All DETAILS IL INSTALLATION SHOWN ON REQUIREMENTS AND CONSTRUCTION S. ♦ , „ .i ,. =.: GIDWEID OR EQUAL 3. C/� . I TEST WELL \ / / DfISI0l0 ACCESS GTE MAY REQUIRE MINOR ADJUSTMENTS TO THE DETAILS PER J BARE )1'7)) _ SITE CONDITION. \ \ � � S t I i G RWN NG 2. � C ND L C �DUCTOO U BE 2 � _ _ y L__ 5/8' a 10' LONG NOTED. � 8 `r - - -- � � - - -- —•J • I 1 ►� �CONTRACTQR To F81DLD`_ - COPPER GROUND ROD E 3' B LOCATED T VOIDOR (PLINTH) OF THE 8I5 r101 ( > ) 5. 1. • ►. i � 1 ? r LOCJA ° � ° 7 °W GROUND ROD DETAIL 2 C i = , ∎19 GR� - MFR. I GROUND RING r ., I �,1'I RING. WKE CONNECTIONS A" SHOWN ► 4. APP ALL ED GROUND N FFITTING. MADE MADE " E GROUND RDIG �'�: I r r ,.: GROUND 1 #2 MS SOLID I I�� 2. CONTRACTOR To ENSURE mow s a t es CONC. ( PIPE PLUG) 8. ALL DI BURIED GROUNDING CONDUCTORS SHULL BE • �� I I \\ \\ I \\ NOTE 2. I ,, El/MINION WHEN INSTALLING CALLED ' KR6R' BOX –2 4' MINIMUM BELOW FINISHED GRADE. - v �� I I \, —� I r ;,. NF]I GROUND RDO. TOP OF GRADE IT PREYANUFACTURED BUSED) G. GROUND BUSSES 1► i,r�i,��,rT�tecsAw rir li f -- — mom FENCE GROUND . \. k EQUIPMENT GROUND BUS )LOCATED AT BOTTOM HORQ. I I , I RING To ACCOYOOATE NEW JOG IN f2 BA18: (30 - 381 GRO COPPER OF ANTENNA POLE/IKST F COAX CABLE CONCRETE-PAD ON WITH ; L _ �1 _ _ � , CAM= E7WTNERIIIC .1' HOW F h CWa10 I ii � TF - S f LEAD (30- IAIDINO -SWILL BE FOR ANTENNA COAX ID1111( - aSULAIID I -- CONNECTION (IMP.) I \ . sHMOwN. S ff THERE B ECT NO AN _ \ V ,r � STAND -OFFS ALL - ...;:le DEMO FENCE CROWD RING. Z /\� I CABLE GROUNDING SNN.L FURNBHED MD NOINO ED HARDWARE TO BE I '.;;Z:' _ - REELAR I CONTRACTOR TO CREATE LOOP AT g E' \ �� r� JUMPER LOT SHALL BE FURNISHED SALMON "G • CADMIUM - mE MATERMATERIAL �� /��/ _ _ CoNFDiCDON - 1'. NEW METER AND 1E> - N '. r� \ Q \ \ ri . �� r AND INSTALLED BY THE ELECTRICAL. CONTRACTOR. EXOTHERMIC WELD CO 1 ��- I NOTE 1 / !! #. COPPOt woe I . 4 ; 0 TDIN rd, EouIPMDR OR EQUAL (,� A . -- • • 1.1. a MAa GRW►m BI15 H� )) NEAR THE BASE OF 1 I POSED A i. (1Yp•) n„ �°° _ \ \ \ \� ■— BTS, SWILL BE FL8UlI5FIFD LOCATED AND DISTALLED BY THE i ELELTRIELECTRICAL COMM/CMS 'IOR BRIDGE NOTE 1 .e L J 1 11'x` taw - E CONNECTIONS ^ L Q I S OU • ~.. . • GROUND CONDUCTOR C 3 IRD. BELOW LOWER Co�N1t PORT - '- t. ,,,/ -. • . I ` 1 ' ► \ SOLID&BARE MINED COPPER T ' SHALL SHALL MADE BUJ INSTALLATIONS CONTRACT INCLUDING ff gl r PORT 8 AN,EHW, p . •?. 1y * C e I o o � I Ai . \ TEST WELL DETAIL , 3 & TO m AND ,TEST ,S z W e o n ACCEPTED PRIOR THE COMPLETION OF CONCRETE PAD. z us I ©� / NOTE 3 H \ B I HE fLELTRIL COR SNNLL S . T 4 , I / _- I I AND -OFFS PIPE MOM E 1 , rr 1 4 !r � t ` _ 1 ELECTRICAL CONTRACTOR WRITTEN � V oat MEiERBASE \ 4, , TEST REPORT TO 'ME SALMON PCS CONSTRUCTION TEST REPORT _ �� I • • OPTIONAL LOCATION OF BE G DSIGNED P AND CERTIFIED ETME 7. Ai •�� I I f _ \ ` �� / ' W AS PER SITE ELECTRICAL CONTRACTOR To BE COMPLETE AND - • ,, ( /� / / T / _ FomE 1 E " ei2 I ' CONDQ / I7 • AN1ANTENNA "" BE U IJYTIED FOL1DWaG: aaLmE BUT NOT 0 �4 /i I ( 4.=i..:., n _ • DescwPran of All TEST(S) AND METHODS / � I NOTE 3 I -- - DI ED ` . i MOUNTED HORIZONTALLY LL • D�OCUM�EMATKa OF ALL TEST RESULTS INCINCLUDING YOU HORQONTALLY TO STEEL PIPE FRAME A- -- -- To STEEL PIPE FRAME % \ ON INSUTAIm -- . — -- .- .- .- .-- .- .- .- e- -. -� -■ I I ED DRAWINGS ON INSULATED /.' • DESCRIPTION OF ALL CORRECTIVE MEASURES TAKEN VER N E N H-DR \ , STAND -OFFS + i f TM I !god CRITERIA. CONTRACTOR 70 MEET THE ARE 50% REDUCTIONS r �1' COPPER � 1 I2 ARC I E ,' WIRE (TYP.) #2 GREDI STRANDED ED II • E 111. \/ WR (r ; / •) '` I '�`` C PER WIRE ( O TMP.) Ii GROUNDING � /', • \ \ NOTE: OW. _ J COAX JUMPERS NOT SHOWN . OW. EACN ANTDDIIU Y. N. PLOW n it FOR MARRY. -- J ■ ., • GROUNDING DIAGRAM • ) „�;; 1 ANTENNA,GROUNDING 4 ANT. GND. DETAIL 5 o p Ar wN1, SEE A DIAGRAMMATIC =DRAWN ONLY. SEE GROUNDING PLOWMAN - _ RAN FOR SITE-SPECIFIC DING LAYOUT AND COMPONENTS 27 NAY Vmem ARCHITECTS I 111�� - Suite 764 2. SEE GROUND NOTES FOR ADOMOWL aFOR MA/10N . 0 �� ..97210 3. CONNECTIONS NO MORE 1WW 18' BACK FROM CONNECTORS. 5032747800 503 274 7807 Fax 1/4X4 X12' ° 4. PLACE 'DO NOT DISCONNECT' TAGS ON ALL GROUND EtAR NTERC DATE: 01112104 REVISIONS - 0 —0-- 0 ,� TW i VER¢DN REV.: DATE: DESCRIPTION: BY: a ---.0--. - �' - a SIM � N- -FRAME 2 1/4N4'112” - - METAL ° 1/4'x - - - FDiCE 4112" = o. TELCO 2 y 1 o mum ; i POSTS • 1-o-- /2 SOl1D BARE 2 -MOLE W0. To PANEL DD,ARC 71NNE0 CO PPER WIRE TYP.I S UBBASE - DIyT I G 1:.;. • _ ° PER PUW M ` <�NIIE Olt PANEL .'1--t �--I • Q ■I1� ■ BRIDGE 2 RCH I i...4 TI>7 "� • • V • •• • 01/1 . I KR ■111 \\ ■ _ I EXT. I I OCT. EXT. t I BILSE SERVICE 1 sERVICE21 e 2 � iiii t' 07 " ' r �ctaaA. _ 11fiB 1 (q I I (gym I 1 (R I d I I •Oii ',11 , ' 1/4�L4 X24 1 11 1 I 1 0 o •• ••••• - � l�J: il' l'i1�ENC 0 S(TE No. i s 4xtz'� " "" -- IC 1 11 I I ♦•♦ • • • 4 PT32 - 04 „ r„ - = : _ I I • ❖••l NOT APPROVED WITH 0 CONNEC • • 0 •,•;•; THIS PE t: `•? _ ^iJJI'L7Lq� f2 SOLID BARE , GROUND !. ■❖. 1 I • ♦ 12855 SW PACIFIC HIGHWAY GAE r- __ 1 1 1 ur _ •.•.!� TIGARD, OR ° 3 PVC GROUND LEAD 11 ' I ° 3 nE N o I o I 0 I 0 I 0 97224 E.-G - CI i G -O -G -J0 ° 4' 0- 0�0- 0 -0 -0 -0 O —o —o 0 O-- -0�0 - 0�0A-0 -0 al— + I GROUNDING SCHEMATIC, o — o --°\ GROUND NOTES, I AND DETAILS G- 0- G 0- - 0- G 0-0 0- 0- 0- 0- 0 0- 0- 0- 0- 0 0-0 0- 0 '0- 0- 0- 0 // 5/8 X 10' LONG GROUND RING 02 SOLID BARE CADWEl1 I cMO R D ,o -0' O.0 TINNED COPPER WWIRE) , TYP. TEST WELT_ a— 0— a— 0— c 0 —f COSTING TOWER GROUND RING NEW EQUIPMENT GROUND RING EX1511N0/RElOGTED FENCE GROUND RING PM m E2.0 GROUNDING SCHEMATIC 6 army NO JOB No. 03-069 J / i inatet X 13 TGE d ADJOENING W _ ENDS FUJSH COSMO GRADE LANDSCAPED AREA (� GRAVELED AREA §. $ 10 DI s . 0 SIY � -_ (x) PRESSURE TREATED - _ Ala TT- •96- , . 7 . _ 1±1 ,1 11 = 1 ' 1 UOUCULS RR Y DWI. 11 =1 III= f I =1 - ASTER VI/ (3) ,B IMO-STRAIGHT' TREE 11 PENNY NAGS • :• ,I 2 BALLED IN ` BARK ) MULCH - 2 DEPTH I� 11 _ I 1 111 U BURLAP S 41/ 1 =111 1 I 1 =1 11 2 X 4 X 18' WOCDD1 FINISH 111 -111 A AT B BE OF 4' GRADE 11,11 WATERING BASIN -1-7111—=11 1= 1 111 BT � — INTERVALS ALOALONG 2 X B x 44ri 10BER u =n="- u. _ . - "- PLANT TABS (PER SPECS) 1 =1 I' PRESSURE a AND TREATBO OTH u - II II � l�� /� %/, COMPACTED BAGIOIII MS OF 'TIMBER) SOIL MIXTURE (PEA SPECS) CO STAKES SHALL EXTEND MDT.: HO L ONE FOOT BELOW BOTTOM AGGREGATE GRADE AND LANDSCAPE GRADE TO BE ESTABLISHED SDNLTANEOUSLY. SET ROOTBALL 1' ABOVE MUSH GRADE OF PLANT PTAU. . CO DO NOT CONTRACTOR TO INSTALL TREATED TIMBER SEPARATOR BETWEEN A LANDSCAPE I REMOVE BURLAP FROM TOP 1/3 OF PENETRATE ROOTBALL AND GRAVEL/ A.C. PAWIG SURFACE AREAS C ROOTBILLL CUT ALL STRINGS � § ° 1 w• 1 n TREE STAKING DETAILS 1 NOT USED 2 LANDSCAPE SEPARATION DETAIL 3 Z =ci NONE w 1. 'TOPSOIL SHALL CONSIST OF IMPORTED RNER LOW (TD CONTAIN 35 - 40% SILT) TD BE PLACED BY O a 1 C LANDSCAPE CONTRACTOR AND ADD TEXTURAL AMENENDJTS D BLEND ALL cowman THOROUGHLY ROUGHLY O U / /. DC AS M BELOW. SOIL DEPTH IN PLANTERS SHALL BE MINIMUM OF 8 FOR SHRUBS AND GROUND COVER ER AND D i r FOR TREES. I n 2. TEXTURAL SOIL AMDIDMD(TS: GARDEN CARE COMPOST: AS MANUFACTURED BY TAW/AN WEISS. NORTH U AMERICAN SOILS PORTWB, OREGON, MINIMUM ONE YEAR OLD, FREE FROM NOXIOUS WEED SEED AND J m MATERIAL HARMFUL TO PANT GROWTH. PROVIDE 3 IN SHRUB BEDS. O DOSING LANDSCAPE REMOVE (2) - TA E AND ( ( 3. XiYPSI1IE GRANULAR (CALCIUM SULFATE), 50 POUNDS PER 1000 SQUARE FIST IN SHRUB AREAS PLANT MATERIAL LEGEND: � 3 FOR TELCO H FRAM �d Wes - I r 4. AGRICULTURAL GRADE UYE: 50 POUNDS PER 1000 SQUARE FEET IN SHRUB BEDS. a 1 4,' (2) SHRUBS ( +2 RELOCATED) THWA ORIENTALS (AMEAIC/W % `: _- �:' ' :.:.= . a _ . � ' _' ' Y ' ..; ` ^ . .. - TIONS FOR QUANTITY. CO ... .. WA S. POLYMER TER RETENTION GRANULES FOLLOW WNUFACNRERS SPECiKJ1A ARBORVITAE) 5 HIGH 0 4 O.C. SEE 1/L1A FOR rr - a -r te ..— •- -.— b —• —•— ■— • — — ,e2/ - -- � + 0 8. ROTODLL ALL PLANING AREAS TO A MINIMUM DEPTH OF 8 CH TO 8 MMES. ADD TOPSOIL TEXTURAL I1 - � . •_ 4. 1317 TLL � y A MNDME TS AND RE. BLINDING AMENDMENTS WITH LOOSENED SOIL THOROUGHLY. LANDSCAPE . CONTRACTOR SWILL REMOVE ALL STICI6 STONES AND DEBRIS TURNED UP IN WO KDIG SOIL AT �x ., COMPLETION OF SOIL PREPARATION, SOIL SHALL BE A FINE HOUOCaI�'TETURE. COMPACT AREAS TO 11x17 DRAWINGS \� -- — .,- � PR O IRE SMOOTH FINISHED DE ARE 50% REDUCTIONS �` 7. LAYOUT TREES AS DESIGNED ON THE PLAN AND ExCPVA1E ALL sows FROM PLANTING HOLE T\10 7 - i E CISTINB ((2) .. TUBE PUNTING MIo BACKFILL PREPARE A MIX FOLLOWS: 2 P�ARI IMPORTED MIMED IN TOPSOIL 1 Q At P, RELOCATED OR •.2. a. HERE PART COMPOST. �C� " I • / ... .... ` / �� / I TABS xD- S5. 1 0 CRAY AND 21 GRAM (18-18-18. A7HE FOLLOWING RA • TREES -8 OUNCES PER p� T9VBr 4.4 PLOMw - 8. TOP DRESS PUNTING AREAS WITH / a • / n W' U / .T/P. PLANT. SHRUBS -4 OUNCES PER PLANNED. AND MOM PUNT. COVER- 1 OUNCE PER P PO TTIND, dBIOI I • — ( ,.. A.. ..,.!,,: ': \ � I > �, -- I SIT m To SURVIVAL BE INSTALLED TO CURRENT NURSERY INDUSTRY STANDARDS AND PROPERLY d OF p� t I ` ,� i � � FA AND I 10. P MUST BE ND WATERED D BE IN HEALTHY CONDITION AT THE END OF 1 YEAR WARRANTY - PERIOD. OR FOR 1 FULL GROWING SEASON FROM DATE OF SUBSTANTIAL COMPLETENESS. WHICHEVER LS LA RGER F 503 274 I I J LAWMAN a/�� I ` LANDSCAPE PLANTING NOTES 4 5 � � , ARCHITECTS N Or , sw \ ry e �_� 7803 Fax � �. I � • _ DATE: 01/12/04 � l � ` \ �y REVISIONS 1 GENERAL NOTES: /�. \ \ i REV: DATE: DESCRIPTION: BY: � ( r 1) THUS PLAN IS DIAGRAMMATIC ONLY. LANDSCAPE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO PLANS AS REQUIRED TO ACCOMMODATE ,/ In • • � ( / � ' � ^ Ir�^� VARA NS IN FIELD COMMIS INCLUDING OBSTRUCTIONS OR WTERF1 DACES ` Y OUSTING FEATURES (EG. UTILITY VAULTS, UNDERGROUND L:_ �- - r- . -� -� -. ETC .) 7/11101 WY NOT BE SHOWN IN THEE DRANANGS. _ E�CE BE PERFORMED IN ACCORDANCE WITH THE DETAILS - - I W I H T H ► 3 CASES LOCAL JUR NK NAB AN STANDARDS L TS LL 01 / "� M IT • // = '� : / T 7 RpVEC PRECEDENCE OVER PLANS AND STANDARD DETAILS 0 7/ SWED FOR ,R r ' ' -. ' `\ / - 3) THE CONTRACTOR IS REQUIRED TO TAKE ALL MEASURES TO CD PERMIT 1 PROTECT UTILITIES MD ANY OTNFR LINES OR STRUCTURES NOT SHOWN STE No. C' � � I 1 . ON THESE PLANS, AND HE IS RESPONSIBLE FOR THE PROTECTION OF. AND PT326 -04 ( / ( / Th� ANY DAMAGE TO. THESE UNES OR STRUCTURES. 1 ` \ ) 4) PRUNING SWLLL BE DONE IN ACCORDANCE WITH WESTERN CHAPTER ISA J PRUNING EA TREE1JLL TME STANDARDS AND BE PERFORMED AT 1 BY A II ( \\ \ CRAFTER LS TREE WORKER, UNDER THE F DYE SUPERVISION 610N CA A TIGARD PACIFIC HIGHWAY t J } CERTIFIED OR CONSULTING �� TIGARD, OR �‘ � � \ / ✓ 5) THE GENERAL CONTRACTOR IS TO PROVIDE TWO -INCH LAYER OF WOOD BARK 97224 MULCH COYER. 3/4 -INCH TO ONE -RICH SIZE AT NEW SHRUB PLANTING AREA LANDSCAPE PLAN `. J / 1 � � 8 NOTES ■ LANDSCAPING PLAN ,, 5 LANDSCAPE GENERAL NOTES CA 6 JOB No. 03-069 . • r Me ' Midel 29tb dZP SO2 0b:2.0 2.6. E ins .. 20'd /ti1D1 R O H N. ENGINEERING DRAWING APPROVAL 1100 Industrial Blvd., P.O. Sax 1470 Bessemer, AL 35021 Phone (205) 428 -4000 . FAX: (205) 47.8.9382 CUSTOMER: DATE: June 24, 1997 Airtouch Cellular cc: Chad Pearson 5430 NE 122 Avenue Tom Rohn Portland, OR 97230 ATTENTION: Joe Ahsing ROHN EST: 2046M1 PHONE NO: 503. 803 -3434 SITE NAME: Tigard 99 0 P.O. NO: 99352 DELAYED APPROVAL MEANS DELAYED DEL(VERYI ,. COPIES DRAWING DESCRIPTION APPROVED • INITIAL NUMBER( YES NO 3 D970426 RO 12` x 20' x 9'H Lightweight Shelter Approval Drawing 3 D970426C RO 12' x 20' Ceiling Detail Approval Drawing SIGNATURE OF AUTHORIZED CUSTOMER REPRESENTATIVE O J HsMI TITLE: )36✓0/VAG &ELT & DATE: 7.3. i' PLEASE NOTE THE FOLLOWING: _ _ Approval of above drawing(s) Is required to release product for manufacturing. Should changes be required on any of the above drawing(s) pate such changes on the drawings) and return this document, with the drawing(s), to ROHN at the above address. If the drawing(s) are approved as is, return this document to ROHN at the above address or fax number. r 64, j . _ Project Manager ..... _. . HMB:gs - -- 20/20 ' d . 29E6 820 S02 6343SS3E I+-1 K:60 L66 i- E0 -TIr v • • • t 11 w• E T I PMENT T TT.. WN /K ,►Mr . OF SONPFlW LIS F7a'Y( COIITACT - I 1 �10I OD 11.0 COMM 200.• 1373/322' 1•.1 b AA. .O f1YQ11T KEY , • NIGH TI3RER•1101E1 LOCATED L • OW 7O . 1 I264 -11 .•313_121 I SI�F •IlEirow PL.. YR....(713A .r 12 , .3 3• IS. E0 a'ERATIAE 1 COIT/IOI.LEF1 56a Io . „ .. • s 1 A313• 2.1“ Iw ORm.Etr 3 .1 0 Snu.F 0 POKER FAILURE i ' 7 ��r . -1 Fwmcti L� a.r ..e• "4° . • nil la/IGE a1ARRESTOR fm.P .o • w 0 Al ti .f.,:;:,.! rrw . . . 9_56 DETECTOR 19 , r� i '-....,® - -C- B IS s �a is /a ua IK • 2 • r x•.O[ I3321/ST j•4 v S, 0 war !o.[•m lam I 1. 21 • .251 • 1M.+702 • TEFd11NAL STRIP DETAIL - - ¢' 1. I E. r [./(1.2.37 51211132. 2a.. 210,12 1120 m1 1! M.'s •x ..n..® COMER 02236 Pll ••0.2 0 1200.((0. 1. . WO nGALS( O ;i 3 • - a Ir I 1 -. 04.121( t V1 oaw Ix 0..110 12 04•1011 ' 1 & O O 0 .. l • 1 1 12 cc( 02.222171 .w 011710 srlq , 0I 3 .20.2•1 5•. ®..0 r6• x.51)) .K vlon ..•r . (m., 5120 .12 1 10 9 1 K CO I II QiE. 1 1101 L0. It.P. 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J/B . 1•- 0-...:...._... �. 74 644 1 ' GROONDING ._ - ..,�4�� FRONT SIOEWALL P_ . a -2•- .. 00.Fn .121. 01.0Y6 •'••� • •�• `• ••• •••� E502(OJ ^AAA.. .- 0 970426 RO • • • • • • • J: _ - - Y.: L -- in • • • • 2 Ear I PMENT LIST ITEY.IOUAN YAI2FAC, PART• CC5 IRR ION • I CONDUIT KEY I 9 L6240 4OE (2149 - RlOES[D1T LIGHT LIIMIOIIA ' 2 4B .. 2 S5 FT 12 CABLE RACK CENTRAL STEEL • _ 3 2 1424 24V S 8R1 • 1 - 2241 - - o..I •. ♦ 58 FT 2 STRAIDED COPPER WIRE WAREEN INSULATION • . ' 8.4 121• 54740 ▪ �• 9 50 CT L2-2518 2 HOLE W11P'F(T IN0 FOR ..2 11€ 148 ,.) I I 8 24 54740 COMPRESSION FITTING % NG FOR •2 '•.2 2 WIRE - , Taft 1 7 IB 1158 04101 RAIr WRAS11C 1111E CUP TM 8 Amoco 13/11 E Amoco RI Io Dal OT K 78} 76.1 A8 12 B • B END IC D CAPS FOR CABLE RACK . I 9 8_ 1 -S/B' z IB LONG �STNIUr • 10 1 10 % 8 - - % a' Box FOR RECTIFIER .1 DRS INTE 1) JJ ' NN . �a \1 g∎ _NNE' `1\ \ - NOT : ' ; • , ■ ,,,,,,, !II' 1 1161 30 AMP RECTIFIER DROP5:121.8 AND (11.10 • • ��, 1 ' -�Op GREEN WIRE. EACH CIRCUIT-SHALL NAVE A LEAST r a m ,,. "` �e`, �`\ 12a k .A'10 FT PIGTAIL. . COIL AND LABEL, L � O,` ` 21 ! 1 ! •?2� BLAOC [ R51117,111.1! A RED 6 II1� - �. .) I � ■ 1 • 11111 •!1 3111! 24vOC TIMER [111011 T• 1'11.12 6E0 (11.12 BLACK. 893%4 � •` • �ae •`•• ` � i � •` � , �a "' • L lP IB F EET ANO LABE • 331 ----64 e I LS 4.61 1 - • 1 64 -_ • CEILING a • ■ Cyr A4 .1�[[W _ T -19 . F 1.19mnOw v:UWE 0 Il o ' • •6 1 a R1✓rpls 0.r b4.•1 101 0 %.1.1 '� 24KOC 7 • • EXHAUST 1 24VDC NVAC' SIUTOORN • FAIR. BRE IPA INI • • . PIACI 11 ....2 .....c... *Do E • PANEL SCHEDULE MAIN: 2DOA VOLTAGE: 12O/240V PHASE: I WIRE: 4 --- LOCATE.. eRAIR WIRE 110 NO •' :RE RE 8M0 LOCATION 0 . INAC LIMIT •1 608 .6 1 \-' J: .02 2 8 R1081.1RNrs E . - - - - 3` = E21•/EME7G. LIGHTS •12 204 DETECTOR TOR OR •1 • • NvAC 1.7411 •2 BOA .8 GROUP r - � --X -: 8 .02 20A On. rrCI RECEPTACLE • _ 8 c Qs w 7 .^ CL B •12 208 IECDoTACLE map •1 i ce RECTIFIER GROUP •1 304 .B g .10 • 12 20A RECEPTAE map .2 • U.S. WEST I HOUR FIRE RATED - 12 .12 RSA SMID __• RECTIFIER GROUP 30 a •z 8 .0 13 nr " - O0"155J.. 1a - - - REVERSE - - - II- 11 16 .12 208 [61!51 TIIE7i RECTIFIER CROP .3 30A .8 17r5 ^ IB 204 SPARE - • [r TEA map . ]ON a 19r. - 20 208 SPARE �. �r �'� -. IE 21 .: 2 22 20A SPNE SMOKE 4.1e R TFIaMIN e1NAL BUIlA 1NG DESIGN • - - 23r- " 20A SANE OETECTOq !2 ©,"c IiL00l R 0 H N © 1091 RIUi1 II G f5 RE. E S E rECTIFI[R O+OIP .5 W S •e 2s/a--..--- ^ 28 211, SPATE __ 2OA ATE ®,w • i ALL E RECTIFIER a .8 704 •B 29\-� 42 30 20A SPARE SP ,w +.. • mP - - - 31\- -'3 20A SPIRE .0 © - c •1 EWVE . fj, __ U . 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M•1/IK. v, fl lIw to 0201 •4. ■ I III' 701 At b a laA€r R WOW R•I[• •ta[Paa. rr Ill[. SPAWN 11AvPG U) 1 171• (NA •• I A • i[rt• sit Rama. Of I V f 1'w i/ a •r. 4 • wn[S Orr a I• f1011 • SNP lf1[ • At V. OA It x[[01 J QI 1,a64. rlwr unAM - t00 r•t01c•no1- Dent[ HI TOP P1111 E) AT 1 WRIT ITTH Ml 2 COYER PLATE OETAR 0 pr 1 Pf1ST DrTAn ® at :n•r •••NO lnn 10 mere .13s1, ••x• Cm. eus Io DINER xl•as I I l 011../04 •tl T•T• • • L , SUMMIT MANUFACTURING, INC. PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 225 KIWANIS BLVD. W. HAZLETON, PA 18201 350 East Brood Strut Suite 500 Cetun.but, Ohio 43215 (717)454 -8730 FAX (717)454 -5946 (614) -221 -6679 FAX (614) - 221 - 2540 Pogo 1 Of 2 r- 16' ACROSS FLATS By KJS Date 10 -18 -1996 80' -0' Job No. A29296 -405 76' -0' ,g a Revision No. Date pol 80 FT MONOPOLE Site TIGARD. OREGON I IGp(LV ,1 C.P. Owner AIRTOUCH CELLULAR Design BO MPH /69.3 MPH + 1/2' RADIAL ICE According to TIA/EIA 222 -F 1996 70' -0' POLE SPECIFICATIONS: DISH POLE SHAPE TYPE: 18 -SIDED POLYGON 6 TAPER: 0.162039 IN/FT = w 9 R 3/16' x 44' -0' SHAFT STEEL: ASTM A607 GRADE 60 e W (EST WT - 1.727k) BASE l . STEEL: ASTM A572 GRADE 50 co ti a ANCHOR BOLTS: 2 1/4'0 x 8' -0' LONG #18J ASTM A615 GRADE 75 ANTENNA UST e�\��E1431N44• POfFf TOP LIGHTNING ROD 40 -13 G� 1 -4 TOP (4) LPD 7905/8 #18439PF - TOP 10-FT OMNI ARM MOUNTS 'a. 5 70' 6'0 DISH W/ RADOME (5 GHz) = f ONION -%s Z 6 -13 40' (8) LPD 7905/8 p 7` `q q - 40' 10-FT LOW PROFILE PLATFORM ,9 J + Q - STEP BOLTS FULL HEIGHT F r, F , I^ P 35' -0' - ANTENNA FEED RUN INSIDE 0 �• A SPLICE LENGTH MIN m. 32.4' / - 0.3 -- 9 C DESIGN - 36" 80 MPH WIND 50 MPH WIND MAX - 39.6" LATERAL ROTATION LATERAL ROTATION DEFLECTION (SWAY) DEFLECTION (SWAY) (INCH) (DECREES) (INCH) (DECREES) TOP EL/ 76' 40.4 3.851 15.8 1.504 EL 70' 35.5 3.800 13.9 1.484 • NOTE MONOPOLE WAS DESIGNED TO MEET MAX. TWIST AND SWAY REQUIREMENTS OF 1.80' • • FOR A 6'0 DISH (5 GHz) AT EL 70' AT . 1. 1/4" x 35' -0' 50 MPH WIND (EST WT - 2.349k) SHAFT SECT DIAMETER ACROSS FLATS (IN) SECTION LENGTH TOP O BOT • . -- 1 44' -0' 16.000 23.130 Y • 2 35' -0' 22.269 27.940 \ BASE 2 3/4' x 30' SQUARE C.P. \ - - ... -- 7 E ANCHOR I 0• BEDMENT INTO PIER (W /NUS & TEMPLATE It 0BOT) 0' to -` to BASE REACTIONS MOMENT - 600 ft -kips rri . 127.94' ACROSS FLATS - g SHEAR 11 kips o .4X14' .• 13 kips SUMMIT MANUFACTURING, INC, PAUL J. FORD AND COMPANY 225 KIWANIS BOULEVARD. WEST HAZLETON, PA 19201 S T R U C T U R A L E N G I N E E R S (717)454 -8730 FAX (717)454 -5944 350 Eort Brood Street SOW 500, Columbus. ab 42215 (514)- 221 -6579 FAX (614)-221-2540 THERE ARE TWO NOTCHES ON THE ANCHOR BOLT Page 2 Of 2 TEMPLATE LOCATED 180' APART. THE CONTRACTOR By KJS Dote 11 -25 -1996 SHALL POSITION THE ANCHOR BOLTS AND TEMPLATE Job No. A29296 -405 IN THE FOUNDATION SUCH THAT A LINE DEFINED BY THESE TWO NOTCHES ARE ALIGNED IN THE DIRECTION Revision No. Date OF THE EQUIPMENT SHELTER. THIS 15 REQUIRED SO THAT Pole 80 FT MONOPOLE THE POLE SHAFT EXIT PORTS CAN BE ORIENTED PROPERLY. Location TIGARD, WASHINGTON POLE ASEIe SHAFT f POLE k FDN Site No. 99 kB LOCK NUT g g Owner AIRTOUCH CELLULAR HVY HEX NUT B N OL C T 1 8 0R Design 80 MPH / 69 MPH +1/2' RADIAL ICE HVY HEX- a i According to TIA / EIA 222 -F -1996 LEVELING NUT b N _ 2 CLR NOTES: _ Jti 1. ALL CONCRETE SHALL HAVE A io WM MINIMUM COMPRESSIVE STRENGTH ' u J N/ /,..v GRADE OF 3000 PSI AT 28 DAYS. Ney Ne \ • 1E1011 \� \ � 2 THE REOU RE REINFORCING STEEL SHALL OF CONFORM / \ \ / /� A -615 (GRADE 60) EXCEPT THAT / a7 i \/ . , / / CAISSON TIES MAY BE ASTM A -615 TEMPLATE \ . (GRADE 40). AND NUTS _ ! I ` 3. SEE PAGE 1 FOR ANCHOR BOLT SIZE — (12) - #5 AND LENGTH. TIES 0 4. TOTAL CONCRETE d 11.5 CUBIC YARDS 6' 56 5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL EXPLORATION REPORT REM #.5 PREPARED BY: REDMOND & ASSOCIATES T REPORT NO.: 150.014G DATED: NOVEMBER 15, 1996 4• CLR 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT THE i GEOTECHNICAL ENGINEER AS NECESSARY ini PRIOR TO CONSTRUCTION. . 7. GEOTECHNICAL REPORT RECOMMENDS — 2' -0' THE USE OF A CASING TO PREVENT WT''1 MIN LAP SOIL CAVE -IN, AND TO MINIMIZE WATER SEEPAGE DURING FOUNDATION CONSTRUCTION. 8. GEOTECHNICAL REPORT INDICATES _ GROUNDWATER WAS LOCATED AT 10' BELOW GRADE AT TIME OF THE SOIL • BORING. ` � ` �a¶. PAOf - # l�pE = • men :e st O I °' a ( VERT REINF 9 ` i , r N4 Z FULL HEIGHT F P Q Y 5' -0' j 11 -/ al--.7 SHAFT - CAISSON DRILLED PIER) FOUNDATION 9 k • F" _Pole (tm) - Monopole Design Program Page 1 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio ------------------------------------------------------------------------------ Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR Pole Height : 76 ft Pole Shape : 18 -Sided Polygon Pole Type : Tapered Shaft with Slip Joint Splices . Pole Taper : 0.162039 (in /ft) INPUT TUBE PROPERTIES: Top / Bot Wall Top Bot Slip Tube Splice Tube Tube Thick Steel Diam Diam Joint Sect Elev Elev Length [t] [Fy] [Dt] [Db] Overlap No. (ft) (ft) (ft) (in) (ksi) (in) (in) (in) - 1. 76.00 32.00 44.000 0.18750 60 16.000 23.130 36.00 2. 35.00 0.00 35.000 0.25000 60 22.269 27.940 -TUBE SECTION PROPERTIES: Diam. Wall Diam/ T Section Across Thick Thick St. Weight Elev Flats [t] [W /t] [D /t] Area Ix No. (kips) Location (ft) (in) (in) Ratio Ratio (in (in 1 1.727 @Top . 76.0 16.000 0.1875 13.28 85.33 9.41 297.2 @Splice 35.0 22.644 19.53 120.77 13.36 851.2 @Bot 32.0 23.130 19.99 123.36 13.65 907.6 2 2.349 @Top 35.0 22.269 0.2500 13.94 89.07 17.47 1069.9 @Bot 0.0 27.940 17.94 111.76 21.97 2127.8 Total Shaft Steel Weight = 4.075 kips Y • • _Pole (tm) - Monopole Design Program Page 2 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR Segment Properties: ( @ Max Segment = 5.0 ft ) Diam. Wall Diam/ Tube Segment Segment. Across Thick Thick Segmt Feature Elev. Flats [t] [W /t] [D /t] Area Ix No. Location (ft) (in) (in) Ratio Ratio (in (in 1. top 76.000 16.000 0.18750 13.28 85.33 9.41 297.2 2. <arm [1]> 76.000 . 16.000 0.18750 13.28 85.33 9.41 297.2 3. <arm [2]> 76.000 16.000 0.18750 13.28 85.33 9.41 297.2 ' 75.000 16.162 0.18750 13.44 86.20 9.51 306.4 5. 70.000. 16.972 0.18750 14.20 90.52 9.99 355.4 6. <arm [3]> 70.000 16.972 0.18750 14.20 90.52 9.99 355.4 7. 65.000 17.782 0.18750 14.96 94.84 10.47 409.4 8 . 60.000 18.593 0.18750 15.72 99.16 10.95 468.6 9 . 55.000 19.403 0.18750 16.48 103.48 11.44 533.3 10. 50.000 20.213 0.18750 17.25 107.80 11.92 603.6• 11. 45.000 21.023 0.18750 18.01 112.12 12.40 679.9 40.000 21.833 0.18750 18.77 116.44 12.88 762.3 10. <arm [4]> 40.000 21.833 0.18750 18.77 116.44 12.88 762.3 14. top sec(2) 35.000 22.644 0.18750 19.53 120.77 13.36 851.2 15. bot sec(1) 32.000 22.755 0.25000 14.29 91.02 17.86 1142.3 16. • 30.000 •23.079 0.25000 14.51 92.32 18.11 1192.4 17. 25.000 23.889 0.25000 15.09 95.56 18.76 1323.9 18. 20.000 24.699 0.25000 15.66 98.80 19.40 1464.7 19 . 15.000 25.509 0.25000 16.23 102.04 20.04 1615.2 20. 10.000 26.320 0.25000 16.80 105.28 20.69 1775.7 21. - 5.000 27.130 0.25000 17.37 108.52 21.33 1946.4 22. base 0.000 27.940 0.25000 17.94 111.76 21.97 2127.8 Total Number of Antennas / Arms = 4 i . • • 1 _Pole (tm) - Monopole Design Program Page 3 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am ------------- 1993 - 1996 -- PAU - FORD - AND - COMPANY_ - Columbus_ Ohi - - - - -- Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR ANTENNA AND ARM PROPERTIES AND LOAD DATA: LOAD CASE 1: BASIC WIND VELOCITY = 80.00 MPH LOAD CASE 2: WIND VELOCITY = 69.28204 MPH + 0.50 inches Radial Ice. Arm Load Antenna Antenna Ant Mount. Applic. Arm Ice Area Force Antenna Arm Elev. Elev. Length Load [CaAa] [gzGhCaAa] Weight No. (ft) (ft) (ft) Case (sf) (ibs) (lbs) [1] 76.000 78.750 0.0000 No Ice: 5.00 177.50 108.00 W/ Ice: 6.70 178.39 144.00 Description: LIGHTING ROD [ Gh ] L Kz ] [ q ] [qz] [Gh] (psf) (psf) 1.69 1.282 No Ice: 21.006 35.500 W/ Ice: 15.755 26.625 1....1 76.000 76.000 0.0000 No Ice: 73.30 2575.88 1201.00 W/ Ice: 90.00 2372.05 3396.00 Description: (4) LPD 7905/8 + 10 -FT OMNI ARM MOUNT [ q ) [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1.69 1.269 No Ice: 20.794 35.142 W/ Ice: 15.595 26.356 [3] 70.000 7,0.000 0.0000 No Ice: 24.41 837.88 162.00 Description: 6' DISH W/ RADOME / (5 c GHz) (MAX = 1.80 DEG) ' 321.00 [Gh] [Rz] [.qz] [gz] (psf) (psf) 1.69 1.240 No Ice: 20.311 34.325 W/ Ice: 15.233 25.744 [4] 40.000 40.000 0.0000 No Ice: 114.60 3352.44 1392.00 W/ Ice: 129.93 2850.67 2392.00 Description: (8) LPD 7905/8 + 10 -FT LOW - PROFILE PLATFORM [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) Y 1.69 1.057 No Ice: 17.310 29.253 • W/ Ice: 12.982 21.940 1 _Pole (tm) - Monopole Design Program Page 4 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am ----------- - -(C)- 1993 -to- 1996 -- PAUL -J_- FORD - AND - COMPANY, Columbus, Ohio - - - - - - -- Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR ---------------------------------------------------- POLE SHAFT LOADS: LOAD CASE 1: BASIC WIND VELOCITY = 80.00 MPH Design Loads per TIA /EIA -222 -F Standard; Gust Factor Gh = 1.69 Pole DL Overload Factor = 1.1 Per TIA /EIA Table 1: Note 3: For all cross sectional shapes, Force Coefficient [Cf] need not exceed 1.2 for any value of C. (Where C= sgrt(Kz) *V *D.) Top of Veloc Pole Projected Area Segment Shaft - Segment Expos Press Veloc Force Shaft Segment Wind Segment Elev. Coeff [qz] Coeff Coeff [Ae] [Cf Ae] Force Weight (ft) [Kz] (psf) [C] [Cf] (sf) (sf) (lbs) (ibs) 76.000 1.269 20.79 120.17 0.650 0.000 0.000 0.00 0.00 76.000 1.269 20.79 120.17 0.650 0.000 0.000 0.00 0.00 000 1.269 20.79 120.17 0.650 1.340 0.871 30.61 35.40 7 1.264 20.72 121.15 0.650 6.903 4.487 157.08 182.43 70.000 1.240 20.31 125.98 0.650 0.000 0.000 0.00 0.00 70.000 1.240 20.31 125.98 0.650 7.241 4.706 161.55 191.45 65.000 1.214 19.89 130.60 0.650 7.578 4.926 165.54 200.48 60.000 1.186 19.44_.135.00 0.650 7.916 5.145 169.00 209.50 55.000 1.157 18.96 139.14 0.650 8.253 5.365 171.88 218.52 • 50.000 1.126 18.45 142.99 0.650 8.591 5.584 174.11 227.55 45.000 1.093 17.90 146.50 0.650 8.928 5.804 175.58 236.57 40.000 1.057 - 17.31 149.61 0.650 0.000 0.000 0.00 0.00 40.000 1.057 17.31 149.61 0.650 9.266 6.023 176.19 245.59 35.000 1.017 16.66 152.23 0.650 5.675 3.689 103.87 150.43 32.000 1.000 16.38 151.70 0.650 3.819 2.483 68.74 134.64 30.000 1.000 16.38 153.86 0.650 9.785 6.360 176.11 345.02 25.000 1.000 16.38 159.26 0.650 10.123 6.580 182.18 357.06 20.000 1.000 16.38 164.66 0.650 10.460 6.799 188.26 369.09 15.000 1.000 16.38 - -- 170.06 0.650 10.798 7.019 194.34 381.12 10.000 1.000 16.38 175.46 0.650 11.135 7.238 200.41 393.15 5.000 1.000 16.38 180.87 0.650 11.473 7.457 206.49 405.18 • Summation TOTAL = 2701.94 4283.19 ( END LOAD CASE 1 -- POLE SHAFT LOADS ) i• 1 _Pole (tm) - Monopole Design Program Page 5 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR POLE SHAFT LOADS: LOAD CASE 2: WIND VELOCITY = 69.28204 MPH with 0.50 -, inches Radial Ice. Design Loads per TIA /EIA -222 -F Standard; Gust Factor Gh = 1.69 Pole DL Overload Factor = 1.1 Per TIA /EIA Table 1: Note 3: For all cross sectional shapes, Force Coefficient [Cf) need not exceed 1.2 for any value of C. (Where C =sgrt(Kz) *V *D.) Top of Veloc Pole Projected Area Segment Shaft - Segment Expos Press Veloc Force Shaft Segment Wind Segment Elev. Coeff tqz] Coeff Coeff Me] [Cf Ae] Force Weight (ft) [Kz) (psf) [C) [Cf] (sf) (sf) (lbs) (ibs) 76.000 1.269 15.60 104.07 0.650 0.000 0.000 0.00 0.00 76.000 1.269 15.60 104.07 0.650 0.000 0.000 0.00 0.00 000 1.269 15.60 104.07 0.650 1.423 0.925 24.39 45.64 ' .000 1.264 15.54 104.92 0.650 7.320 4.758 124.92 235.09 70.000 1.240 15.23 109.10 0.650 0.000 0.000 0.00 0.00 70.000 1.240 15.23 109.10 0.650 7.657 4.977 128.13 246.62 65.000 1.214 14.91 113.11 0.650 7.995 5.197 130.98 258.14 60.000 1.186 14.58 116.92 0.650 8.332 5.416 133.42 269.66 55.000 1.157 14.22. 120.50 0.650 8.670 5.635 135.42 281.19 50.000 1.126 13.84 123.84 0.650 9.008 5.855 136.91 292.71 45.000 1.093 13.43 126.88 0.650 9.345 6.074 137.83 304.23 40.000 1.057 - 12.98 129.57 0.650 0.000 0.000 0.00 0.00 40.000 1.057 12.98 129.57 0.650 9.683 6.294 138.09 315.76 35.000 1.017 12.50 131.84 0.650 5.925 3.851 81.33 193.39 32.000 1.000 12.29 131.37 0.650 3.986 2.591 53.81 163.54 30.000 , 1.000 12.29 133.25 0.650 10.202 6.631 137.71 419.03 25.000 1.000 12.29 137.92 0.650 10.539 6.850 142.26 433.56 20.000 1.000 12.29 142.60 0.650 10.877 7.070 146.82 448.10 15.000 1.000 12.29 147.28 0.650 11.214 7.289 151.38 462.63 10.000 1.000 12.29 151.96 0.650 11.552 7.509 155.93 477.16 5.000 1.000 12.29 156.63 0.650 11.890 7.728 160.49 491.69 Summation TOTAL = 2119.82 5338.14 ( END LOAD CASE 2 -- POLE SHAFT LOADS ) P _Pole (tm) - Monopole Design Program Page 6 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR POLE SHAFT SEGMENTS -- AXIAL AND SHEAR FORCES: LOAD CASE 1: BASIC WIND VELOCITY = 80.00 MPH . Cumulative Cumulative Tube Segment Axial Axial Horiz. Horiz. Segment Elevation Load Load Shear Shear No. (ft) (kips) (kips) (kips) (kips) 1. 76.000 0.000 0.000 0.000 0.000 2. 76.000 0.108 0.108 0.178 0.178 3. 76.000 1.236 1.344 2.606 2.784 4. 75.000 0.182 1.527 0.157 2.941 5. 70.000 0.000 1.527 0.000 2.941 . 6. 70.000 0.353 . 1.880 0.999 3.941 7. 65.000 0.200 2.081 0.166 4.106 8. 60.000 0.209 2.290 0.169 4.275 55.000 0.219 2.509 0.172 4.447 1... 50.000 0.228 2.736 0.174 4.621 11. 45.000 0.237 2.973 0.176 4.797 12. 40.000 0.000 - 2.973 0.000 4.797 13. 40.000 1.638 4.610 3.529 8.325 14. 35.000 0.150 4.761 0.104 8.429 15. 32.000 0.135 4.896 0.069 8.498 • 16. 30.000 0.345 5.241 0.176 8.674 17. 25.000 0.357 5.598 0.182 8.856 18. 20.000. 0.369 5.967 0.188 9.044 1 9. 15.000 0.381 6.348 0.194 9.239 20. 10.000 0.393 6.741 0.200 9.439 21. 5.000 0.405 7.146 0.206 9.646 BASE 0.000 7.146 9.646 ( END LOAD_ CASE 1 -- AXIAL AND SHEAR FORCES ) • Y .. -. - . . F_Pole (tm) - Monopole Design Program Page 7 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR POLE SHAFT SEGMENTS -- AXIAL AND SHEAR FORCES: LOAD CASE 2: WIND VELOCITY = 69.28204 MPH with 0.50-inches Radial Ice. Cumulative Cumulative Tube Segment Axial Axial Horiz. Horiz. Segment Elevation Load Load Shear Shear No. (ft) (kips) (kips) (kips) (kip 1. 76.000 0.000 0.000 0.000 0.000 2. 76.000 0.144 0.144 0.178 0.178 3. 76.000 3.442 3.586 2.396 2.575 4. 75.000 0.235 3.821 .0.125 2.700 5. 70.000 0.000 3.821 0.000 2.700 . 6. 70.000 0.568 4.388 0.774 3.474 7. 65.000 0.258 4.646 0.131 3.605 8. 60.000 0.270 4.916 0.133 3.738 55.000 0.281 5.197 0.135 3.874 50.000 0.293 5.490 0.137 4.011 11. 45.000 0.304 5.794 0.138 4.148 1 40.000 0.000 5.794 0.000 4.148 13. 40.000 2.708 8.502 2.989 7.137 14. 35.000 0.193 8.695 0.081 7.218 15. 32.000 0.164 8.859 0.054 7.272 16. 30.000 0.419 9.278 0.138 7.410 17. 25.000 0.434 9.712 0.142 7.552 18. 20.00D 0.448 10.160 0.147 7.699 19 . 15.000 0.463 10.622 0.151 7.850 20 . 10.000 0.477 11.099 0.156 8.006 21. 5.000 0.492 11.591 0.160 8.167 BASE 0.000 11.591 8.167 ( END LOAD CASE 2 -- AXIAL AND SHEAR FORCES ) Y ' .'_Pole (tm) - Monopole Design Program Page 8 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR POLE SHAFT SEGMENTS -- MOMENTS and DEFLECTIONS: LOAD CASE 1: BASIC WIND VELOCITY = 80.00 MPH -., [ MOMENTS (ft -kips) ] [ -- DEFLECTIONS (inch) ] Segmnt From From From No Total W/ Total Elev Ant/ Shaft P -Delta Total P -Delta P -Delta Rotation (ft) Arm Wind Effects Moment. Effects Effects (degrees) 76.00 0.488 0.000 0.000 0.488 39.315 40.396 3.851 76.00 0.488 0.000 0.000 0.488 39.315 40.396 3.851 76.00 0.488 0.000 0.007 0.495 38.531 39.588 3.851 75.00 3.242 0.031 0.460 3.732 34.612 35.551 3.849 70.00 17.008 0.969 0.464 18.441 34.583 35.519 3.800 - 70.00 17.008 0.969 0.971 18.948 30.713 31.534 3.800 65.00 34.965 2.715 1.587 39.267 26.890 27.598 3.692 60.00 52.921 5.289 2.245 60.455 23.205 23.806 3.531 .00 70.877 8.708 2.932 82.517 19.704 20.206 3.328 ....x.00* 88.834 12.986 3.636 105.456 16.426 16.836 3.092 45.00 106.790 18.135 4.345 129.271 13.399 13.727 2.832 40.00 124.746 24.162 4.383 153.291 13.254 13.576 2.553 40.00 124.746 24.162 5.045 153.954 10.647 10.901 2.553 35.00 159.465 31.070 5.652 196.187 9.108 9.322 2.244 32.00 180.296 35.526 6.018 221.840 8.208 8.400 2.065 30.00 194.183 38.634 6.862 239.680 6.188 6.331 1.952 25.00 228.902 47.286 7.690 283.877 4.339 4.436 1.656 20.00 263.620 56.848 8.424 328.892 2.800 2.861 1.344 15.00 298.339 67.351 9.041 374.731 1.587 1.621 1.019 10.00 333.057 78.827 9.515 421.399 0.710 0.725 0.685 5.00 367.776 91.304 9.819 468.899. 0.180 0.183 0.344 0.00 402.494 104.813 9.928 517.236 0.000 0.000 0.000 ( END LOAD CASE 1 -- MOMENTS AND DEFLECTIONS ) Y • • ' '_Pole (tm) - Monopole Design Program Page 9 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR POLE SHAFT SEGMENTS -- MOMENTS and DEFLECTIONS: LOAD CASE 2: WIND VELOCITY = 69.28204 MPH with 0.50 inches Radial Ice. [ MOMENTS (ft -kips) ] [-- DEFLECTIONS (inch) ] Segmnt From From From No With Elev Ant/ Shaft P -Delta Total P -Delta P -Delta Rotation (ft) Arm Wind Effects Moment Effects Effects (degrees) 76.00 0.491 0.000 0.000 0.491 34.170 36.219 3.489 76.00 0.491 0.000 0.000 0.491 34.170 36.219 3.489 76.00 0.491 0.000 0.009 . 0.499 33.485 35.487 3.489 75.00 3.041 0.024 1.101 4.167 30.061 31.831 3.487 70.00 15.793 0.771 1.111 17.675 30.034 31.800 3.437 . 70.00 15.793 0.771 2.259 18.823 26.655 28.196 3.437 65.00 31.775 2.158 3.559 37.492 23.320 24.641 3.333 60.00 47.757 4.200 4.883 56.840 20.107 21.222 3.180 r- 00 • 63.739 6.909 6.209 76.857 17.060 17.983 2.990 .00 79.720 10.296 7.519 97.535 14.209 14.960 2.772 45.00 95.702 14.367 8.792 118.861 11.581 12.177 2.532 40.00 111.684 19.127 8.859 139.669 11.453 12.039 2.276 40.00 111.684 19.127 . 10.010 140.821 9.195 9.655 2.276 35.00 141.919 24.577 11.006 - 177.503 7.861 8.248 1.994 32.00 160.060 28.092 11.601 199.752 7.083 7.428 1.833 30.00 172.154 30.542 12.955 215.652 5.338 5.593 1.732 25.00 202.390 37.357 14.253 254.000 3.740 3.914 1.466 20.00 232.625 44.883 15.380 292.888 2.412 2.522 1.187 15.00 262.860 53.143 16.308 332.311 1.366 1.426 0.898 10.00 293.095 62.160 17.006 372.261 0.611 0.638 0.603 5.00 323.330 71.956 17.447 412.734 0.154 0.161 0.303 0.00 353.566 82.556 17.602 453.723 0:000 0.000 0.000 ( END LOAD CASE 2 -- MOMENTS AND DEFLECTIONS ) • • Y ' • . • P _Pole (tm) - Monopole Design Program Page 10 Version 2.08 ( , 9 -1 -96) Fri Oct 18, 1996 - 10:57 :31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR POLE SHAFT SEGMENTS -- _.ACTUAL VS. ALLOWABLE STRESSES: LOAD CASE 1: BASIC WIND VELOCITY = 80.00 MPH • Note: Per TIA /EIA Sec. 3.1.1.1: Allow a 1/3 stress increase for poles under 700 feet in height. The allowable stresses shown include the factor of 1.333 [ ACTUAL STRESSES ] Allow. Actual/ Segmnt Bending Axial Torsion Shear Combined Stress Allowable Elev [fb] [fa] [ft] (fv] [Ftot] [Fb] [Ftot /Fb] .(ft) ,(ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 76.00 . 0.160 0.000 0.000 0.000 0.160 48.00 0.0033 .; 76.00 0.160 0.011 0.01 0.038 0.198 48.00 ' 0.0041 76.00 0.162 0.143 0.292 0.590 1.559 48.00 0.0325 75.00 1.199 0.161 0.286 0.617 2.073 48.00 0.0432 00 5.365 0.153 0.259 0.587 5.70 48.00 0.1189 i 00 ' 5.512 0.188 0.343 0.787 6.027 48.00 0.1256 65.00 10.390 0.199 0.312 0.782 10.757 48.00 0.2241 • 60.00 14.613 0.209 0.285 0.779 14.936 48.00 0.3112 55.00 18.291 0.219 0.262 0.776 18.598 ' 48.00 ' 0.3875 50.00 21.515 0.230 0.241 0.774 21.815 48.00 0.4545 45.00 24.353 0.24 0.223 0.772 24.653 48.00 0.5136 40.00 26.748 0.231 0.2 0.743 27.029 48.00 0.5631 • 40.00 26.864 0.358 0.465 1.290 27.391 48.00 0.5706 35.00 31.798„ 0.356 0.432 1.259 32.287 48.00 0.6727 32.00 26.923 . 0.274 0.323 0.950 27.286 48.00 0.5685 30.00 28.263 0.289 0.314 0.955 28.637 48.00 0.5966 25.00 31.208 0.298 0.293 0.942 31.579 48.00 0.6579 20.00 33.789 0.308 0.274 0.930 34.160 48.00 0.7117 15.00 36.057 0.317 0.256 0.920 36.431 48.00 0.7590 10.00 38.055 0.326 0.241 0.910 38.432 48.00 0.8007 5.00 39.819 0.335 0.226 0.902 40.202 48.00 0.8375 0.00' 41.380 0.325 0.213 0.876 41.748 48.00 0.8698 ( END LOAD CASE 1 -- ACTUAL VS. ALLOWABLE STRESSES ) y - • _Pole (tm) - Monopole Design Program Page 11 Version 2.08 (9 -1 -96) Fri Oct 18, 1996 - 10:57:31 am (c) 1993 to 1996 PAUL J. FORD AND COMPANY, Columbus, Ohio Data File.. : SM96405 Job No.: 29296 -405 Engineer : KJS Description : 80 -FT POLE: TIGARD, OREGON Design • 80MPH / 69.3 MPH + 1/2" RADIAL ICE Owner • AIRTOUCH CELLULAR POLE SHAFT SEGMENTS -- ACTUAL VS. ALLOWABLE STRESSES: LOAD CASE 2: WIND VELOCITY = 69.28204 MPH with 0.50 - inches Radial Ice. Note: Per TIA /EIA Sec. 3.1.1.1: Allow a 1/3 stress increase for poles under 700 feet in height. The allowable stresses shown include the factor of 1.333 [ ACTUAL STRESSES ] Allow. Actual/ . Segmnt Bending Axial Torsion Shear Combined Stress Allowable Elev [fb] [fa] [ft] [fv] [Ftot] [Fb] [Ftot /Fb] - (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 76.00 0.161 0.000 0.000 0.000 0.161 48.00 0.0034 . 76.00 0.161 0.015 0.019 0.038 0.202 48.00 0.0042 76.00 0.164 0.381 0.271 0.546 1.516 48.00 0.0316 75.00 1.339 0.402 0.265 0.567 2.260 48.00 0.0471 00 5.142 0.383 0.240 0.539 5.687 48.00 0.1185 .00 5.476 0.439 0.305 0.694 6.163 48.00 0.1284 65.00 9.921 0.444 0.277 0.687 10.498 48.00 0.2187 60.00 13.739 0.449 0.253 0.681 14.280 48.00 0.2975 55.00 17.037 0.455 0.233 0.676 17.562 48.00 0.3659 50.00 19.899 0.461 0.214 0.671 20.417 48.00 0.4254 45.00 22.392 0.467 0.198 0.668 22.909 48.00 0.4773 40.00 24.371 0.450 0.183 0.643 24.862 48.00 0.5180 40.00 24.572 0.660 0.404 1.106 25.367 48.00 0.5285 35.00 28.770, 0.651 0.375 1.078 29.528 48.00 0.6152 32.00 24.242 0.496 0.280 0.813 24.810 48.00 0.5169 30.00 25.430 0.512 0.272 0.816 26.011 48.00 0.5419 25.00 27.924 0.518 0.254 0.803 28.500 48.00 0.5938 20.00 30.090 0.524 0.237 0.792 30.666 48.00 0.6389 15.00 31.975 0.530 0.222 0.782 32.552 48.00 0.6782 10.00 33.617 0.537 0.209 0.772 34.196 48.00 0.7124 _ 5.00 35.049 0.543 0.196 0.764 35.632 48.00 0.7423 0.00 36.299 0.528 0.185 0.742 36.861 48.00 0.7679 ( END LOAD CASE 2 -- ACTUAL VS. ALLOWABLE STRESSES ) Y • • • • PAUL J. FORD AND COMPANY 1 T R U C T U R L E N G I N E E R S ,50 East Broad Street • Suite 500 • Columbus, Ohio 43215 Ph: (614) 2216679 • Faxt: (614) 221.2540 • Fax2: (614) 221 -0166 MONOPOLE BASE PLATE DESIGN SPREADSHEET (Ver 1.21 6/1/96) TITLE: 80 -FT POLE SITE: TIGARD, OREGON OWNER: AIRTOUCH CELLULAR COMM. NO: 29296 -205 DATE: 18- Oct -96 MOMENT 550 FT -KIPS -� AXIAL 13.0 KIPS BASE DIAM, DF 27.940 INCHES (PT- to-PT), DP 28.371 INCHES (18 -SIDED SHAFT) MIN. BOLT CIRCLE, BC 34.440 INCHES USE: BC = I 35 I INCHES . NUMBER OF BOLTS . - : . 4 :_ ,_ hul : ==_8 _ Z .. - • Y- DISTANCE 0 • 3 6 9 12 - D_bpl (a) 30.371 30.371 30.371 30.371 30.371 D bpl (b) 30.749 34.625 37.734 39.953 40.984 MAX: D_bpl 30.75 34.63 37.73 39.95 40.98 USE BASE PL WIDTH = I 30 I INCHES (SQUARE) - OM. INERTIA, IB 612.50 1225.00 1837.50 2450.00 3062.50 BOLT TENSION, T . 188.57 94.29 62.86 47.14 37.71 LLOWABLE TENSION = 25 in X 0.6 F X 1.333 195.00 195.00 195.00 195.00 195.00 BOLT COMPR, C . 191.82 _ 95.91 63.94 47.96 38.36 USE: N = I 4 I BOLTS BOLT DIAM I 2 -1/4 I INCHES SPECIFICATION I ASTM A615 #18J GR 75 I PLATE MOMENT, Mpl 677.13 677.13 677.13 677.13 677.13 ' BEND PLANE. w - 15.55 21.03 - 25.42 28.56 30.02 BASE PLATE THICKNESS, (INCHES) FY = 36 KSI 2.694 2.317 2.107 1.988 1.939 FY = 42 KSI 2.495 2.145 1.951 1.840 1.795 FY = 50 KSI 2.286 ' 1.966 1.788 1.687 1.645 FY = 60 KSI 2.087 1.795 1.632 1.540 1.502 FY = 65 KSI - 2.005 1.724 _ 1.568 1.479 1.443 • USE: PLATE THK = I 2 - 3/4 I INCHES ___ _ . .. USE: F = I 50 I KSI BASE PL WEIGHT = I 378 I LBS . SPECIFICATION I ASTM A572 I • . ......._. ... - - - - - -- - -- - - - -- Comer Chamfer =I - 3.0 in. In. max) Hole Cut Out = 22.0 in. + 22.94 In. max) _ BASE_ : ._. PLATE DESIGN SUMMARY ISE: BASE PLATE 2 - 3/4 INCHES THICK X - 30 IN. SQUARE PLATE WEIGHT 0.378 KIPS FY = 50 KSI WITH - 4 BOLTS BOLT CIRCLE = 35 INCHES PAUL J FORD AND COMPANY CAISSON DESIGN PROGRAM 11 -25 -1996 Jr NUMBER : 39296 -405 T. ..R TYPE : 80 -FT POLE: TIGARD, OREGON: SITE 99 SITE / OWNER : itIRTOUCE CELLULAR DIAMETER: 5.00 COMPRESSION: 13.0 FRICTION S.F.: 2.00 WATER AT: 10.0 PT DEPTH: 15.00 HORIZONTAL: 11.0 LATERAL S.F.: 2.00 FULL COHESION: 2.0 FT REBAR: 18.72 UPLIFT: 00.0 CONCRETE S.F.: 1.30 STEEL COVER: 4.0 IN MOMENT: 0600.0 CONCRETE Fc: 3000.0 PSI SOIL PROFILE : (all soil parameters are ultimate ) LAYER THICKNESS (FT) WEIGHT (PCF) SKIN (PSF) BEARING (PSF) PHI 4iiii, '` XP COHESION (1111 1 3 110 0 0 0 . ` 0 0 2 5 110 100 4000 .:"34.45V 3.64 0 3 2 115 100 6000 48:76°`.'. 4.35 0 4 14 52.6 100 6000 : ;' • 8.76 - 4.35 0 5 11 57.6 100 9000 45 5.833 0 LATERAL / MOMENT CAPACITY (CHECK) : D (FT) DEPTH (FT) Mwork (K -FT) Mult (X -FT) Bwork (K) Hulk (K) CENTER (PT) C YARDS 5.00 15.00 725.40 1814.35 11.00 23.12 10.90 11.27 (SF: 02.50) (SF: 02.10) INFLECTION: MAX FACTORED MOMENT: AREA STEEL REQUIRED: 4.10 1069.18 8.70 (MIN ■ 14.14) • UPLIFT CAPACITY (CHECK) : D (FT) DEPTH (FT) .UPLIFT (K) ALLOW UPLIFT (K) C YARDS 5.00:' 15.00 00.0 045.95 11.27 4 COMPRESSION CAPACITY (CHECK) : D (FT) DEPTH (FT) COMPRESSION (K) ALLOW COMPRESSION (K). C YARDS 5.00 15.00 13.0 068.33 11.27 • Y• • t KITES. isl Alin AM IvP[ [ AMC L Olt. sr D[Dc[L K¢[•r rlKt MALL EON/OM EON/OM ro RILL NIE UIO[RNIS 7 NYE ST'STANDARD ARD SPECIFICATION SPECIFICATION FOR I1' - O• L ir[[L• +sol +St /7L st1 vial) POINT ! ' Iw r[OIA.L I MN IRL PART I[V ir[[l L .i • r0 C DC ISDUIKNCMIf 10 - 0 ' L STTl1L IQ DESCRIPTRDI smuctu4A INT[JCAI- WIT C SIYIOMD SPECIFIC-VICKI MA FOR rlr[, STEEL. - -- ow ARM (tA.L AS$ENBLT CD TI •A.M KKK AND POT- Dlrr[D. CDC CIYI C ure I (]i A ARO S'•-0' I C r -O . O ® ®® _____I i[ANIA i:• m I c I cis J L Mill ►DINT ED WILCO O1 11( STA C SPECIFICATION RN STEEL i - 2 I 1 CENTER SECTIl7t PER Wf. 1079 , 0 1 1 IQI .& WIPING. * t t .ipl [ ARl) s[.Iacss Wtbl srcn lTTT PLATE (ITEM 124) 427 MAT(RI WAIL .in S• IN I POINT 4 7 CND ARM SUPPORT ASST. PER Dv G. DVG 1057 MTCOIKt TIP[ MALL K G.LVANI[[D IMI¢ AND G 1051 159 21 wrsl¢. 3 3 — SUPP 5 1 7 EMI ARM ASST. PER DVG 1054 VASKR A- ALL oars c[[ttrr u - 14rst COF[Rt1 TO IN[ • 549 KDUUSKNIO f/ r[C 0P[CUIGTIV /OI NIGH IL JOINTS' 000 - 10.13 FOR frtuCI1 VEIL moo • ALL 1.1-10.. IS YMLL CU/ObI TO IN( KOU1DbCNIS I I SHIP LASE ? AirN A36 IA THE STANDARD SMCUIUrItN FOR CAROM SIDENL STEEL As tars MD Arcot 10.(03 PSI TENSILE E 6 9 8653• 2' SCH 40 PIPE X 1' -0' LG. A -57 I]2 I4[wrN t sTDCwr As In Lsot. ;••. 10 6 • )[X ND. BOLT ' G l4 .i GAL V) A -7n 7 yucca [ SHALL [ostGL INC [sr TO tt 11 IB — 7/1 -10 -IO tfX NUi (f,I1LV) A-5( a v t " V IM , m¢ ¢ THE NCDI[Aw V[LD IC CI[TT +vS © 12 18 7/1' FL V AStCR -- DLL i cGALVJ ( -176 • au. trca DAY./ K 1431-01M0 rxv.N17[l) .Tito �� 7 13 V — 3/4' LOCK _ r.F1IUr10L CV TUC VILA CDf[FN r0 t1( 0�® ® 14 3 I' -8 X HD IT X 6' L tBOLT G <GALV) A-325 6 tial4[I(NIS Or TIC a maOOCT r . mai )t OCT- co Q® IS 6 l'-8 HEX NIT xv.Nlc[m rni1llw r . r r Peaoucrs rrllurcl) rDOI cc z v. A -567 I ROLLED. OT l) .ND NI kn. w O 1, SHAKO. PATICe• 16 6 — 1' FLAT WASHER (GALVJ F-436 — t WS .NO STRIP +irN kn. p TIC 'iPCC11IGIlON • rot [ CIr &TI w OQI -DIPS a +fi[NRCO MCI 12 — 1/2' U- BOLT � � 0� 17 6 - I' LOL7( vAS)[R A _ _ rtogACTS• AStN A)al -1 1/2') A - 725 10 0. , L A (D =I/2'1 =6 ,C =. 1 /2',i_ • tali MALL K rxvwl[CD .CfSPIDDCi to roC SrMWD r. t ® n ,\ 0000 0000 21 IB 19 66 1 ?' FLAT VASF[R f -4% MD STE(i. I ma • N ITN ooI•Di A lw n a MEN MEN - e. \ • 2 0 63 1/2' LOCK VASKR — .ND STEEL LARARL• C-C T .ISS 41, A-325 9 22 66 I 25 — B. PAWL *wipe. KPAR+no1 a Io n O /� — 1/2' U -BQiS (SEC DE A-3 �j` • ?' NITS A-563 !� �` • 25 23 7 314'10 EYE 80.7 (GAL V.) A -725 24 _ COVER PLATE O'ER DVG 1079) 3 841] 1 8507 TOP CAP (PER DVG 1079) A -36 IB NOT DESIGNED FOR WALKING. A' A -36 27 DO NOT DESIGNED IN ARMS. lJ 26 3 8509 SIPPER! PLATE O'ER DVG 1079) A -36 7 27 3 8410 •J' )OD( 0112 (PER DVG 1079) A -325 7 `V� Sit ze I 7/4 -10 e I BELT (PER DVG 1079) 29 — 3/4' FENDER VASNR O'ER DVG 1079) S.S • 00 �: S.S. — 30 1 — 3/4' -10 NUT (PER DVG 1079) S.S. \ 31 3 1' 8 % 3' l4 BOLT A -]25 -- OP mm s 0 0 TOTAL VEIGHT (1 17 74 ii O ©0 i .... ' I 00 • (vac ow) 0 0 N.,. O 0 fCTTI A-A • ®urcD o. PLAN VIEW • m ®mm ®'® ® © m 0 ri , .6, 1 . e , i . r I ......_. 0li2' II II 4 3/8' L__-_.k I� - a 1 - � J 1 I . i __.„ 2' .=✓ 1x m m i t PAGE OIL% 5of 7 9 tllanufucfuring Jnc. DATE I T 08 1RAW ' - 225 KIVANIS BLVD. REF. DRAWING 2 7/16• V . HAZLETON PA. 18201 ELEVATION VIEW JOB NO. I. NAME' 10' SEPARATION 0041 ARN ASSEMBLY (DU DETAIL. SCALE. N. T.S. IDRAVN BY. GENE a IAPPR. B1'.1'L/ . REVISIONS 1 REV. DATE DESCRIPTION RI mom UPDATED FOR FABRICATION I DRAVING NO. 1052 ' • • . . i . , , • . ' • • ..• . , ........r:.• .. . • .. . . . • - ----- • Ill El' MATERSILS • • , . • • . , . ITDI IR. 19 ppm LIESCRIPTI31, -; , • , ..:' . ... . II1 'Mt, r In OMNI ARM ASSEMBLY (3 WWII PER STRUCTURE) ------ : A . . . . . _. 11.-0. /R2\ I 1 8642 4' SO. TUBE x 11'-0' x 1/4' THK VALI. . ----- -• 2 I. 8992 FLATE urxrxir AA-..35c4s - 3 4 8893 PLATE 3/7 X 5 X IV 's • • A-3 ----- W-6 _ * • --- OMNI ARM SUPPORT ASSY.(3 REWD. PER STRUCTURE • . ' R2 4 _ I 8963 T.S. 4 in x 4 1/2 at I/4 • I'-II A-503 20 5 • 1 9646 4' SDI 40 PIPE X 12' A-53 u II 6 ' r UP 6' TYP. 6 j I _. 8647 SPERT - PLATE 3/13' X 12' X 13' .- A-36 12 I 0 0 j . , 1 Ai 0 © o ... . .. ClIr: 11111 ji; • arm a IL; ________.- • "311 . . DI NG sHALL BE IN ACCORCINCE VITH AVS STRLCTLRAL vuDI) G CODE DTI STRUCTURE TO BE MI LIP GALV. PER ASTI4 A-121 I • t alc .. -Llsoil ARII ASSEMBLIES REWIRED PER STRUCTLRE. I 0 . . . . . . . • I . A .. . . ' • , • SECTION A . • .. . OMNI ARM ASSEMBLY, . . • •... • .. . . . • • . ' • „ . . • .... 7 ' . . j 3 1/2' ' • • z_ 1 — 1 • . . . • • . _ I . •• . OD 5/8' DIA --•,.... Ir. • . HOLES AVOW§ ' A. • 2 1/2 I/2 23 3/4' ::: I. • ' nil ru . ' ... 1 :a • 0. 2 1/2 I I/8' 0 2' SLOT ■ - 1' 2 15/16' • . (17 3/4' DIA. ---..... .4 .1 ... mom son) ..... HOLE . (57 ' DIA. ns :a Pu . HOLES . .. _ 5/8 -[3 MINIM 2 1/4' R. . . Iii • , 4 . . . .. • • . . , , . . .. ':: II • , . , I . 1 A ° L SUPPORT TUBE . - III • @ADAPTER. PLATE • • . .. . • . . . ..: • • ---, °ANTENNA PLATE 1Y 7 1 - 7' 1/4 10 " 1/4 O 0 0 1 I I\ Irp. • • n.. moomm■monsi . ■■■■• ZO 1 Tu §It PAGE -- — — nitnit 7 of 7 . . . - .: . -- 01 . 77, 111611111 . o . Ini -- _ i i 0 01\ Annufacturing . .- i ll. pro - , ,, 225 KIVANIS BL VD. REF. ORATING 5 1/2. - ..: • •%./. HAacroN PA. 18201 (2) I 1/8' X 2' SLOTS • . • JOB NO. LI NAME: OMNI CROSS ARM APPR. BY. 2.1 -' 41211'; • SCALE: NT.S. ' DRAVN BY: GENE a PR. • I REVISIONS . • REV. • • DATEL DESCRIPTION • _ . .. ._ Efflu _mama - • RI 08zo94. UPDATED FOR FABRICATION ' @SUPPORT PLATE • R2 101796 R I SIIE OF ITEM 4 AND LENGTH • . I ORATING NO ' , • ' ..,, - . • • • . • , . • • . . . , , . . PART B I/2 I NNI` m \ PQC ETD PUIC 4 0 i8J or MORTAL: • TTP. �� o ITDI RIM ( DESCRIPTIEN 3) I In' DIA I I— - u L O INTET(!AL 14.34234348 , PULES 90' BEND ::: . J /B U ,�' ^ O T��/7 ND \ . I/4 ` TIP CAP SlrB ASSY. PQC 6 SIDED ,0 t 7 BSI, PLATE 7/8' X 11 9/16' X IB' 77 x A -36 rims �� .0 �� ` , 5 3 8505 TOP ANGLE r x r x I /,• x Ir A -36 10 12' ACROSS rims ^' 6 ] 8506 BITTEN ANGLE r x r x 1 /1• x 12 ' A -36 10 • • . � . , 7 ] 87625 GROUND LUG 1/A X 2' X �• A - 3 ' X B /2 A_36 iB _ 9 8 _ 7 I B,17 8507 COVER TOP CAP PLAfE 3/16 J /16X ' x 16 Ir X I 17 1 1/r ' A -36 27 • 10 3 8509 SUPPORT PLATE 7/B x r X 5 5/16' A-36 \\ 11 3 8 'J' Hxp( q/2 A _ �� /� a \„,.......___LI D LUG 12 I 7/4• -10 . I • Bfli S s . 7 �\ � .. _ a `'` 1•_- t — :_'' rAa vEL ALL I7 z 7/, rE NDEa vASPta s.s. .s: � • :t "- (TYP fCx ALL) /� 14 1 3 -10 NUT —S S • 60' P fir - L __ a1 I 0 © rOP ANGLE ` lVELOING SHALL BE IN ACCORDANCE VITH AVS STRUCTURAL VEIDING CODE QI.I.1 I 9r BEND 11 1/16 I 0 © IYP. (PLATFORM SUPPORT TO BE HOT DIP GALVANIZED PER ASTM A -t23. I 51 15/16 I TYP. 27/, FLAT LAY�T ITN No, 1 (3) 7/8' x 4r !+ENTER CFf unto ASSY, I/i' TYP ]/, 2 1/r x /16 DIA u 2 7" SLOTTED NIES I P[1 1 3' S ] I/r D( 17 2 Y,' EQUALLY SPACED ] /x' m a IV. 03/,' 19 DIA BOLT — - - I CIRCLE. 01?•-I] •il — . ,_,E. } } TOP HAT (U t n Y VELD THIS SIDE 0 LUG DETAIL 1/16' i 45 5 9/16' 7/8 R. IIFTAI IT M NO. m • n 1 — • _ 1 c 3/4'R (2) 7/8' DIA — - TOP PLATE flit 1/2' LOCKVASHER tr. ICES ]/, R A A. 6 ANGLE -- �, rTP 1/r 5 I /2 6 1/r 101 1 /z' NUT \I____ __.../ ' �' L. \I C0 IB 1/r P 111 . NDTE _ I TOP PLATE DETAIL() NUT 11 5 /8 ATTACH WIRES TO 'J• HOOK 1' 3 5/16' I 11' BEFORE ATTACHING TOP I R • 5 1 7/16 5 17/16 5 5/16' + I PLATE TO TOP HAT. ' 51 /r -- J' NOOK 11 J . IBC B[LT x 5/ 16' 4 5/16' m a► eaL a r Qr Ar rI�EAO ran 3• DETATt cIpPI>QT PLATE Ic 2 1 /P 2 1//' �� 12• 11/,• 1 I/. 05/8' . — Tip aNr�E nErq� . . Ivy 8 1/2' / - 7/8' x 1 1/4' SLOT 1 67 07/8. 07/8, 6 -HQES I O u Z..... 9 I I le 5' 7' r 2' 1 � 1 , -HOLES ru Zo ' 05 /B'. — � � ti o o • � i - - 7, ) 07tSET GOAD LUG :: --- 14 - I ' Summit P ay ` 0 0 90• BENDS p lc: • o III �Rilnufucfuring Jnc. % Ili • 1 7 + P co 225 KIVANIS BLVD. REF. DRAVING �� \ N -01/2'. 2-PULCS _ V. HAILETON PA. 18201 ________ ( NO. L PLATFORM CCNIER ABLY ANY TYPE NDARD DRAVING a/r x 1 1/, SLOT (J) 1 1/8' DIA. SCALE : Ni.S ORAVN BY. GENE SSEM O APPR BY HOLES ITP 01/2' x I' SLOTS REVISIONS B END U (5 DATE DESCRIPTION 06 9L FN, NGE TO TOP PLATE FLAT LAYOUT ITE tNII 2 COVER PLATE DETAIL 9 70.96 0, ADDED INAL UPDATE HOLES TO FOR CORNER FABRICATIO POST, ADDE CHA EXTRA DIMS TO O ()CORNER POST DETAIL al OTHER DETAILS DRAVING NO. 1079 • • • .MOTES: r REVISION BY DATE #98 DOUBLE LINES INDICATE FRONT Z ADD CDMA EQPT APT 9 -15 -98 3F EQUIPMENT. Q 2. RACK DIMENSIONS: 0 POWER EQ.: 24 1/2"W x 17 "D MISC. EQ.: 20 1/2W x 16 "D 0 AIF: 26"W x 20 "D LAF: 26"W x 20 "D RCF: 26"W x 20 "D *FIELD* 20•-0- PLEASE VERIFY EQUIPMENT LOCATION tr. r -, , 4, orrRr RAE I CABLE l REDLINE AND', RETURN TO CAD. e - I I • f g POW MST ff-0 1AF'I lAf u — – —e- o r � ....,,.--"CIA PAS _e - ItiSC CEN[ROOIt RCF-2 :�_T RCF-0 _ t s -o � /C IS 1 !" , laf ° �" PROTECTOR / V It Y YAMIALJ I � •� i SWITCH 3Q 7 ma as 0 KM MU • REOUBIEMENTS IN SEC. IS . LEGEND AIF ANTENNA INTERFACE FRAME ALM ALARM LAF LINEAR AMPUFER FRAME POW DIST POWER DISTRIBUTION EQUIPMENT RCF RADIO CHANNEL FRAME INSTALLED EQUIPMENT — — FUTURE EQUIPMENT ENGINEER: TEF • � q//6/15 AIRTGIuCH- TITLE: EQUIPMENT PLAN — LUCENT SERIES II BY RMN I GATE: 1 -20 -97 AIRTOICH FILE: TIGARE SITE: PORT1GARD99 'TIGARD 99" rSHT: 1 of 1 SCALE: 1/4 " =1' I REVISION: 1 • . . I . y MAGNETIC DECLINATION I REVISION BY DATE FOR THIS SITE IS 6, ADD GPS /UPDATE DWG APT 9-15 -ga - FILING HEIGHT (1) "LUCENT" 26 dB, 18.5• 407547892 GPS ANTENNA TRUE MAGNETIC ANTENNA TIP HEIGHT - TRUE NORTH L TOWER HEIGHT ll 1 il fl FROM TRUE NORTH i il II II II TRUE NORTH = 0' TOWER ORIENTATION = 360' GAMMA FACE COMPASS READING = 341. ( "ANTEL" LPD- 7905/8S 14 dB GAIN, 92' DIR. ANTENNAS AZIMUTH = 300' (COMPASS READING = 281.5') ` BETA & GAMMA FACES (3) "ANTEL" LPD- 7905/8 -S RXO 1 (PLATFORM @ 84'-0") DIRECTIONAL ANTENNAS �• • (SEE ORIENTATION PLAN FOR LOCATION AND AZIMUTH) (1) "LUCENT" 26 dB, TXO 407547892 GPS ANTENNA * FIELD * PLEASE VERIFY ALL ANTENNA INFO RX1 REDONE AND RETURN TO CAD. _ j RXO TX0 RX1 J - 1 80' -0" "SUMMIT" MONOPOLE d J Q C? J `ANTENNA TIP HEIGHT BETA FACE Q (3) "ANTEL" LPD- 7905/8S TRUE NORTH 14 dB GAIN, 92' DIR. ANTENNAS 0 AZIMUTH = 300' co ■ a `t D I I (COMPASS READING = 281.5') CO d RXO TXO RX1 ALPHA. FACE (3) "ANTEL" LPD- 7905/8 -S RX1 DIRECTIONAL ANTENNAS • (SEE ORIENTATION PLAN FOR LOCATION AND AZIMUTH) • • • • J ).¼.RXO o — • • • • (3) H AN EL" LPD- 7905/8S 14 dB GAIN, 92' DIR. ANTENNAS AZIMUTH = 300' • • • • (COMPASS READING = 281.5') FAA MARKING _ CABLE ENTRANCE �� (PLATFORM @ 44' -0 ") NO NOTICE REQUIRED AS PER (AS VIEWED FROM INSIDE BUILDING) • IN HOUSE DETERMINATION • • DATED: 12 -05 -96 J 1/4 1 'i °' ' -Si °" ORIENTATION PLAN NOT TO SCALE ENGINEER: TEF TOWER ELEVATION AiRToucK SCALE - -= i o' TITLE: TOWER DOCUMENT I BY: RMN I DATE: 1 -20 -97 __�� AIRTOUCH FILE: TIGARDTE SITE: PORTIGARD /99 'TIGARD 99" I SHT: 1 of 1 I SCALE: 1 " =10' I REVISION: 1 40A c---o 2 f r 9 / DATE REVI BY - G1A PANEL 40A 0 I Q ASBUILT BREAKER CORREC71ONSMIs 9 —Y3 -97 ADO COMA EQPT 1 20/240 V. 40A O�-O 2/8 APT 9 -16 -98 - 100 AMPS 0 40A o ^0 2fe I 3o.eA 30.ea 30.eA 30.eA 30.8A 30.8n 40A 0 ^o 2/8 I RECTIFIER /1 RECTIFIER 12 RECTIFIER 13 RECTIFIER f RECTIFIER 15 40A 10"---'0 2/8 100A +24VDC 100A +24VDC 100A +24VDC 100A +24VDC 100A +24VDC [REcn FIER fs )0A +24VDC WELD CABLE TO +24VDC 1 +24VDC 1 +24VDC 1 +24VDC 1_ +24VDC _ +24VDC 1200A GROUND BUS - ((TYP.) OF ALL) 1 / 0 1/0 1/0 1/0 1/0 1/0 500 MCM TO 900 AMP TERM BAR I 3 -500 MCM C.O. GROUN PLATE 1 +24VDC BATTERIES 3 -500 CM 1200A CND BUS • _r 900 AMP WW VOLTAGE DISCONNECT I �� N ) I I BUS BAR I CO DEVICE FROM HALO I I I +24VDC 500A 24 POSfiION BREAKER PANEL -1 (BOTTOM) PAPS 30A 30A 30A 30A 30A 30A 30* 10A 10A 20A 20A 20A 20A 30A 20A 20A 20A 20A 3t 20A 20A 20A 20A 30A s 10A 3A 10A 45A 45A 45A 45A 45 455* 4 BREAKER eANE -2 6411114 Pas l 1 2 3 4 5 6 7 8 19 10 11 12 1.3 , 14 15 16 17 18 19 20 21 22 23 24 'Pas l 1 _ 2 3 4. 5 6 7 8 9 • J 10 11 12 13 14 : 15 16 17 18 19 20 21 22 23 24 u I 1 I [ 1 1 I I I f J 4244,2 _ +2 +24VOC +240C +24AC +24V 16 It CM 1:131 M +241)C �-0 _ _ _ NA 12 tM II4 88A /2 86A 2 cow _ .- _ - MA /2 1/2 _+ +24V P0S 49 do 50 BREAKER SIZE 125A POSITION No. 1 2 I 200 AMP BUS BAR 1 200 AMP GND BUS +2090 10 POSITION FUSE PANEL I OC/OC CoNWAIR PAPS -- -- - , +24V "Fur POWER — �r iNCIC I, 1 2 3 4 5 6 7 8 9 _16 VOLTAGE VOLTAGE TABLE FLOAT 27.12 PLEASE VERIFY BREAKER PANELS LV2 23.00 AND ALL POSITIONS. HV1 28.00 HV 28.50 REDLINE AND RETURN TO CAD. LVD 21.25 RECONNECT 25.00 EOUILIZE 27.12 OYES: ENGINEER: TEF I • I. SEE EQUIPMENT UST FOR MANUFACTURER. 2. SEE POWER EQUIPMENT RACKS ELEVATION FOR POSITION OF EQUIPMENT. q //6/ A I R T 0 U C If 3. DENOTES FUTURE EQUIPMENT 4. LORAIN POWER SYSTEM QUOTE 5811- 023 -0003 TITLE: POWER DISTRIBUTION DIAGRAM I BY: APT I DATE: 9 -16 -98 � AIRTOUCH FILE: T1GARD99PD SITE: PORI1GARD99 - TIGARD . 99' I SHT: 1 of 1 SCALE: 1 " =1 " REVISION: 2 BL -1 I EQU IPMENT LIST • • • 1 I TEM•�Ol1AN.) UAAA1FAC. PART•) OESCRIPTIfl4 • re I I _ OO40F000 LOAD TD4TEN,200A 120/240V IPH 40 NOS. Cntl W� DOOR CONTACT CONDUIT KEY 2. • I I D QTU224NR13 200A MAN3AL TRANSFER SWITCH SQUARE 0 MAX HIGH TEMPERATURE - - • • in- �V . . ,r 3 1 ,4lR20044 200A (WIN GENERATOR PLUG. APPLETON _ 4 1 '11265 -1 1 JOSLYN 9 RGE ARRESTOR �� LOW TEMPERATURE INBA e . va ar • 3,,- 5 1 CT SWITCH SQUARE 0 6 1 4,488 200A MAIN OISCOH E •rc CONTROLLER • T' --560 • ® '� 1010 I + c • .- yr t - 'I LHEAD EFERGENCY LIGHT W/BATTEAY BACKUP CARPENTER iti POWER FAILURE + 1 1 12; I 4 0 • '-'"- - 7 B '1 441 -12 CABLE RACK WALL MOUNTING BRACKET wc E • r 8 21 TC5435A TYRAP MOUNTING' CLAMP WITH TYRAP •TY23M R 111 SURGE ARRESTOR A - _ � �- • • 2.1,Z. 9 se - , I 54740 COMPRESSION FITTING FOR •2 x .2 WIRE• TAB • 4m 16 12 a • �, ■ • 11v SMOKE DETECTOR 19 ' r: .; 0 " �� 8 r • Io 1 1' CONDUIT GROUND CLAMP FCR 1-1/4' WIRE BLACKBURN IAN CONDUIT },j•, • 11 19 CTL2 -2518 2 MOLE CRIMP FITTIN3 .-• • �:.'.• © Q 'O"' ' •' taott MOOT au 12 4 ') 7' 24VOC EXHAUST FAN AN WWI W /1B' SCREENED 14000 .a wan• 13 1 110058 24 FOUR EXHAUST TIMER, DAYTON TERMINAL STRIP DETAIL 1e 3 14 I 1 MAC/EXHAUST UST s4uTOOW14 RELAY MTD. IN 6X8 BOX ® \ ` #3) MIT 10 0 15 124FT 1 •2 STRAINED COPPER GROUND WIRE w /GREEN IN9JLATI COPPER GPO.M ATE 2 PACKED IN SHELTER' i� • 0•• • 17 B 1 5352 20A 120V O CL PLEX RECEPTACLE. HUBBELL 0 O I 3'X7' 18 GAUGE GALVANIZED AND PAINTED STEEL DOOR 1.6 O lii, 1 19 2 wA6D2- AIOEP5XXJ 56.000 BTU 60A 240V 1 PH. HNC 11/1001 FEAT 6 ECON. BARD I. COIL a.•smrom • - 20 I ;MC9I AE DUAL HVAC CONTROLLER W/NIGH LOW TEMP. ALARM. BARD . rJO10010 20A 120V GFI RECEPTACLE, UTQ.ON EXTERIOR MIDWEST 42 co v era re ' _ .r1 4 22 I. 133T7KS3 -626 I]EADBOLT W/T L& TURN. BEST. - 2 - 23 I . 1 54750 C0IPRESSION FITTING FOR •2/0 X •2 WIRE. T6B - r 24' '2 S66M2 -5W2 SIEMO4 TERMINAL STRIP WA:OVER 1 I 25 2 (54210 2 HOLE CRIMP FITTING FOR •2/O WIRE. BLACKBL7N • I { � 7 � • 26 I 1 48- X 96- X 3/4' TELCO BACKBOARD • 34 � y -- 48 - -"'f•— 60 115� 27 1 1 ' 4 f 12)PORT WAVEGUIOE ENTRY. MICROFLECT (PAO( IN 91ELTERL 668' • .a• .01 I I 24'.24'.3/4" SAFETY 6OAPO YELLOW 29 I - I moo INCANDESCENT EXTERIOR LIGHT. PERFECTLINE • • ...k. 30 2 'CSB120 20A 120V LIGHT SWITCH, I4. 8ELL REAR S I DEWALL 31 1 1 _ STANDARD DOOR DRIP CAP 9'0 32 I I MAGNETIC DOOR CONTACT ADEMCO WALLS. • 10 CLIC STRAP . 10 FOR ANCHORING HALO 2 HOLE COPPER LUG FOR •2/O WIRE. BLACKBURN 66 - STRANDED CO 1. 1 -I/833 3 1 18- 1/2' ■22' MCCA (rt W/BLA€ WAVE GUICE RATE (FUTURE USE1 • 34 I FT ' COMER BRAID - 42 • I. . 20 29 1,.- PVC - - 35 I _ L2502F1 10 10� 7 7 N to I r.•sn r ✓ cr% 36 37 _f I F, . gin- �F 25 ,r ..c 37 1 I I� OCOR ® ' 3 I 224} T..c•o. 39 5 FT I 12' CABLE RACK CENTRAL STEEL e 1 ' !r•'• 1 2 f - 38 1 I lErX244 I� 4' N PLYYW000 BACKBOARD (RED) I Z 7 i...icr•ii ! IL 337 224 �'; �' � O • 158 14q Q �� " �__.____ . �, - 40 2 _ I 1- 5/8'x18' LONG 1W4ISTT3TT 8 � _ -_ a U —., N 41 2 0222,4E 60.4 FUSIBLE DISCONNECT W /350 FUSES FOR NYAC UNITS. SAWRE 0 ,- � '�� 43 1 1 T -19 THERMOSTAT JOHNSON CONTROLS VV • } . 42 I 14C556 12' GRAVITY INTAKE LOUVER W /FILTER 6 H000. DAYTON o- r 19 . NT � ! - ..,.I I • 5 1 3 9 i __ — _ ' (El - � TE IL OAD CENTER GR0(J WIRE IUST BE ATTACHED . _ o � TO GROLIWING SYSTEM BEFORE APF+LYINf3 POWER. 7 I /8" VINYL TILE 214.1_ WIRE APACITIES BASED OH TABLE 310-16 Q n d COVE MOLDING + 0 Loa ro 12 41 ® C 4I _ W S 1 Ib A�`r • O I I ' Q" F le i � e ll W f ®Loa ro P Tx ERgt MDLr4TING • �. Fa.�■ 2 011F,11/1 O © a °1O ^ m ■ __ - 5)SFE WIRING ! MAMMON CEILING WANING. • 0 y n.w�_ r�a�r^' • 60 00 11:C) • s1 CIRCUITS. A c •.,Fl01E , 0ETOR HIGH/LOW TEMP.. COIL 396 7 1b �_,� _ 7 © 1 DOOR CONTACTS AND TECTC FAIL. /LOW UP 10 WIRE FOR ALARM 30g 3 1388 f g 71SET TILER TO EXHAUST 468 322 III 51 6 FEEt AND LABEL. J � '% "�/l� — �� .107 16� 182 I I 8 - BUILDING FOR 10 MIN �•:• � 6 I I nao. tior —+{' 1 1 L • : . ,__ I ! ! ! _ : : j_ I : a I I 1 1 - a BIALL EXTERIOR FIxTS ARE WEATIEDT 1 2 (�' U - 22' T ..1.or , I�.'iui°i I 91INTERIOR FINISH. 1 77 2125 - 0 8 L_ 3/8' WHITE FRP BOARD 014 522 6 FLOOR M ODULUx ON CEILING. 82= 66 i2 101 SEE DETAIL 1 /z WHITE LOCATION WILL BE OEIERMIN>FO. • 1' 1010 68 LEFT ENDWALL 54 54 " I 571 O • -1 8 • RIGHT ENDWALL INDICATES RECEPTACLE GROUP`"°, • 26g 36 4 i • . - LOTI,Ilv . i 26 a "e 2, , IS 7Ir �� om 48 i 2 � 2 • e e U O . S EST I HOUR FIRE RATED . W Ripl ' ____1 + � OREGON SHELTERS a �! _ m 66 66 OOOOO REVERSE • '�� Mr W ° Loa • : 0 ; : • •' O ., ,�_� © 37 G S - ® 1111) W •a SOURED o.n. ..lit. tata.trrto. Con m gg n I.: 32 ISS / s• .MOa n R I � 111 4 — • Mr 7 •w>En r ` . ~t� a 0 © 8991 01 UNR- O ROHNGINC. 4 S� L • O ALL RIGHTS RESERVED L TIFIurlt?I g � iiiiii 12 =-� @' _ - d�� 2 S "^' LIGHTWEIGHT ---- 8 A I RT • OUCH CELLULAR o T� ®® r 39i3 O m p �1 3 v " ' "°' 1 2' X20' X9' H SHELTER EST2046MI 7 _ 1.v...., o WOE 72 8 . 647 1 58 WAVEGU I DE t.4.. Or 3/8 = I ' -O da "47,41,1"...- ° va� m. of 8�os .R ApESTpt m.o. 6 GROUNDING • - OGB 6 -24 -97 - as FRONT S I DEWALL t� t>rn� II ^rs woe.tr t. 1O••• 'I I. • Q 11101.4•32 •�`• Mao Ode. 01 � ' iQ "µ om® to o.a I/ m a Iowoi;m. �tm OR MAID tr • HA(B 6 - 24 -97 �W a u MOW noon aw .trm goo.. POWER WIRING DIAGRAM •w.00 •. oatro.t •.a •u '4.6" E502403 ..•wee. nmucrro. 0.i 0 970426 RO • O i I TEM•IOUAN.IMANUFAC.PARTE•I UI { MENT LIST DESCRIPTION CONDUIT KEY I 9 18240 40W 48' FLUORESCENT LIGHT W /DIFFUSER LITHONIA . . ,s• ��. ;,�_ 2 55 FT I2'ICABLE RACK CENTRAL STEEL 2 1424 24V SMOKE DETECTOR, BRK U. • 58 FT 02 STRANDED COPPER WIRE. W /GREEN INSULATION .� . 2241 C • ,• a.. • , ,-• 4 o • I_, /•- • 84 1 12 ir 5 50 CTL2 -2516 2 HE CRIMP FITTING FOR 2 WIRE BLACKBURN 9 6 24 54740 COMPRESSION FITTING FOR •2 X •2 WIRE, T66 a.•/ 608 --.1 --.1 • • j- I O� o • a- 7 16 1.458 CAM CLAIP W/PLASTIC WIRE CLIP FOR GROUND WIRE ATTACHED TO CABLE RACK • 8 76Z 76z 48----112i a •v B 4 PLASTIC ENO CAPS FOR CABLE RACK ( °rte a_r a cJI L° I O 6 1-5/8" X 19' LONG UN 15TRUT 1 I0' 6" X 4' BOX FOR RECTIFIER DROPS (NOTE I) • 198 0 0 0 © o ©o t .. 57 I a33 . "` �1 � ", "" 3 NOTES: • , •�•I'■•! , ••''' "u 1 I (6) 30 AMP RECTIFIER DROPS; (2).8 AND (I ). 10 �`l�[i �i, • �� O GREEN WIRE. EACH CIRCUIT SHALL HAVE AT LEAST 10 FT PIGTAIL, COIL IP AND LABEL. �`_ "" 1 "" ©l Iii � 0 A 1241 2)(I) 24VDC SMOKE DETECTOR CIRCUIT; (I).12 RED A I k 1 111 11O 111.12 BLACK. COIL UP 10 FEET AND LABEL. /'' An 31(1) 24VDC TIMER CIRCUIT: (1)612 RED (I )612 BLACK. "" iS i COIL UP 10 FEET AND LABEL. �JN "" � 49 19816 .1 8 lA:II • © 1� I 168 338 • • _ I . 4 6 8 --.- 1 60 1_____54 688 648 858 24 HOUR CEILING DAYTON T • REFLECTED VIEW T - CABLE RACK TO BE MOUNTED 95 - ABOVE IZO O �) FINISHED FLOOR TO BOTTOU OF FAG( NEUTRALI -- • DO NOT SUPPORT CABLE LADDER FROU HOT1 3 14) X B B • I.ETAL ROOF RAFTERS (PLYWOOD ONLY I4 >1 ■ 24vDC . 1 REO 7 . R qw OLN EXHAUST 24VDC HVAC SHUTDOWN FANS 8 PIN RELAY• • ,. �r N\ @ ED 0 0 • 0 EJL Oj O Hrv�•2 HVA C• I • PANEL SCHEDULE MAIN : 200A VOLTAGE: 120/240V PHASE : I WIRE: 4 .a.,M . =•,a ' , LOCATION BRK 1j' R WIRE NO NO WIRE BRNR LOCATION r1 HVAC UNIT • I 60A •6 I .-. 2 • 12 _ 20A INTERIOR LIGHTS SMOKE `J V 0 WC DETECTOR •I 3 -� — —•— 4 •12 20A EXT. /EMERG. LIGHTS HVAC UNIT •2 60A •6 5 .-. 6 • 12 20A EXT. GFCI RECEPTACLE 8 • O5 w0 7 -----0—' 8 _•12 20A RECEPTACLE GROUP •1 ' RECTIFIER GROUP •1 30A •8 9 .. 10 •12 20A RECEPTACLE GROUP .2 ; � 0 c I I - -��- 12 • 12 15A BARD CONTROLLER U WEST I HOUR FIRE RATED RECTIFIER GROUP .2 30A •9 13 ` — IA - - _ - " REVERSE " 15 — ---•� 16 •12 2OA EXHAUST TIMER RECTIFIER GROUP • 3 30A • 8 17 .---. 1 8 20A SPARE a. cc -,24 ' 19 — 20 20A SPARE wrt s. • RECTIFIER GROUP • 4 30A .8 a.. '•• afYIUO. Om.WI IM 8 21 20A SPARE 2 a A LARM 23 - �= 2 20A SMOKE TERMINAL SPARE DETECTOR •2 wt O BLOCK O BUILD DESIGN = 1 `1 RECTIFIER GROUP .5 30A 26 20A SPARE 8 25 — - 0.:;..9.1.,D 1991 1H - DESI RDHN ,INC. 27 — . 28 20A SPARE O QS MM -� ALL RIGHTS RESERVED RECTIFIER GROUP •6 30A .8 29 - 30 20A SPARE T : we H "'� Lt(1H1TWEtGHr 31 — — 32 2OA SPARE � oI © C I o C 33= < =34 1 U.S•WEST NEWVECTOR GROUP • 35 =36 12'X20' CEILING EST2046MI sag OWNS WHOM= MICIFOCD. CIWOMIOM MI SMOKE DETECTOR/EXHAUST FAN/ 313" . l'-0" �Z I� 1 7.""" 39 ^ `O HVAC INTERLOCK WIRING DIAGRAM a`�w" WWWWW AMISS 0649 6 -24 -97 nos IS IS +.• +.sorer s Io.. 1+ IS • oaaso O MR •a* m - 1OIm ®. O7,m OW . 1. 1 6-24-97 .. a 1* ••6r .+ *on mw MI no• OWIDO. • "M..° n o• I • WR rna •SW ES02403 �. ..as w ••sucr••. WM D970426C RO ar• HOW BILL OF MATERIALS -T c i 1, _____ ITEM OTT. PER PART DESCRIPTION NO. STRUC. NO. M AT'L. VGHT, o n I I 8816 TOPP, SETTING TEMP. (BLACK) 1/4' X 40'O.D. X 309.0 A -6 NIN. 38 r-,- 2 1 8847 BOTIDI SETTING TEMP. (BLACK) 1/4' X 10'0.11. x 30'1.D. A -6 MIN. 38 O - m 7 © 2 3 4 - AN64438 BOLT 2 114' MA. ■ 96' LG. A6I5GR75 442 �Y/ IN --- _ 4 0 FLAT VASHERS 2 1/4' DIA. F436 7 41 1, ,11 n1 O 5 2 t //' SPLIT LOCK WASHERS o i 6 12 2 I /1' HEX MUTT ( G A LV ) ASA3GRDH 50 ' • 7 8 2 1/4' HEX HUTS (BLACK) A563GRDH 34 Q l • -- = Q _ ID IT VELD PRE HEIGHT I I AKD STRUCilBt MO TOTAL HE I •CAGES REO'a TOTAL VEIGHT IT CAGE IS 609 IM (POT TEMPLATE. 1 . I I r <TYPICAL 180' I I / 2 5/16' DIA 4 KW r CH A33'BG 1 41 30' I.D. 1 ' 1 i T 10'O.D. t 90' I .:.= ) 270' NOTES: °' 1) ANCHOR BOLT FINISH TO BE HOT DIP GALV. PER ASTM A -123 FOR A _ n. a M I I I LENGTH SHOWN ON THID DRAWING. 2) TEMPLATES MAY BE MADE IN FOUR SECTIONS AND 'WELDED TOGETHER BEFORE SHIPMENT. 1 3) ANCHOR BOLT CLUSTERS ARE SHIPPED UNASSEMBLED \ / I I I I . 0' I I 1 12 3/16' 12 5/16' ' I I ANCHOR BOLT TEMPLATE 1 . 1-7G,r, —2., 'V' NOTCH AT 0' & 180' it 1l 1 - 1C:) . 5 - 3 ' O I STRUCTURE MOSS 593 g • • 0111111k g'llmmti PAGE _ Manufacturing 3nc. 10D E96 • • V. H LET VD. ° V. 225 KIVANIS BL 1 ID . A N P0. VD. REF. DRAWING JO NO B NAME: 11975 AIRTLA)CH CELILLAR 76° MpOP[IlC SCA Ti T.S. DRAWN BY. DCV APPR. BY REVISIONS REV. DATE DESCRIPTION• ANCHOR BOLT CLUSTER ASSEMBLY I AWING P DR 1975 — D3 • ` 1 �. • • - . _ - ;I BILL IT MATERIALS 0 OOO ITCN WT. NT PART DESCRIPTION C NQ ST ®� Z IBO o 7 /B' DIA HOLE 18 PLACES U80 0 Il4I 0000000 �■ 2P DIA v 90 z)D A • • I I + 10' SEPERATION OHNI V /9• PIPE , m - - .� �• •� ., , -- C.P. SCE STD. DNGS. 1052, ' •,...., 2B : ' 102. L 1079. +, . „I to LD 3/I6 �® �7� � ` 270' ■ ■ D ' ■ CT) rn X � 6 % 12 1-IANDHDLCS •� , , , • . o 270', 150', L 270' GR LUGS POLE OCATED C LIMBIN G LOCATION 4 41i - 20 TTP • BEL 26' 0' , Ar 6' BELOV EACH SET Of HANDHDLES IS' DIA HOLE ® ®® ®� x ' ■• I - - • aINBING LUGS ARE LOCATED SITES 17 L 11 EN I p 19' BC. i i n ri 1r ® GROUND LUG ■ STARTING AT 12'-0' FROM iH; BOripU TO I' -3' i ® '� IS. crs o HE rOP VITH A I' -Y ALTERNATE SPACING. 0* ® ii FROM Cu 6 % 12 HANDHO1 ES D ' VDR %IHG LUGS IW I TIP !UI- ALTERNATING REQUIRED 6 ILLS ON SIDE 5, rw,8• .� �� x I 230 L 270' ■SAFETY OVM FROM T!E TI MD ARE REQ OV E ACH SET OF HANDHOLES ', 150'. 0.1M8 TS ARE LOCATED ON SITE It. 72' UP FROM BASE OF POLE ■ THE BOTTOM STAND O BRACKET IS 12 0 FROM THE BOTTOI. 5 GROUND LUGS L • J• HOOKS LOCATED ( --.)TOP PLATE DETAIL 6 BEIOv EACH SET Of 'HANDHOLES ■CABLE ' STAND OFF BRACKETS ARE SPACED A NAX110M Q 2)' 0' APART. ■ • ■ THE TOP STAND OFF BRACKET IS 1' -0' fRpl TIE TOL. , ®® . VI `' ®GROUND lUG ®B 1 L. O ® n a O •S.S. tII�I�� 41 I <BrWn -U40 t BOiTDM BUS BAR SIXPpRT ANGLE + A-36 1111 = TOTAL srRUCrlrlE vElf►Ir. s230 x x 7' -0• 1 THERE IS A QUANTITY OF 1 STRUCTURES PER THIS DRAWING. 41, c ; • a. 6 X 12 HANDHOLES �_ VELD DELUDING SLAM VCLDS TYPE • ^) ¢) 1 I/r x I v2 AOrs TUBE WELD DESCR IPTION 230', 150•, L 270• , - PENETRATION VITHIN Na !NEWS INSPECTION - F') I 12' UP FROM BASE OF POLE ;, 22'IQE NT DUT • CIRCUIiEREN•TIAL VEIOS SEE DETAIL IOOX VITHIN 6' LLT. ZO GROUND LUGS L J• HOOKS LOCATED , tar 35• DIA BC • SEMI VELDS FCMALE SLIP JOINT 100( IOOX VITHIN 6• UT. i 2 5 /B• • © ® GRO UNO LUG I DES SEAM vEIOS w1LE SLIP HINT r. x 6• BELOV EACH SET Or HANDHOLES 60X - -__ All OTHER SEAM VELDS 60X - 1 ^/ / / I �\�\ NEEDING ( SHALL BE IN ACCORDANCE VITH AVS STRUCTURAL NEEDING CODE DUI a ) 'TALK VELD NAT' BE USED'TD TRIAL FIT TUBE SECTIONS I • • • H TTP. In14 3/I6 5' - iNARK POLES VITH r VELD BEAD VITH STRUCTURE ?AMBER. 1/ ISTRUCTURC i0'TE HOT DIP fi11LV. PER ASTN A -121 i U (HARDVARE TO BE H0I DIP GALV. PER ASTM A -151 I o m I 0 D '" n • BEND a1PS o . �' - — ; z7o o ■ AND TRIM to I STANDARD D -,LET GS 1 1 ' S LR TI OM V/9• PIPC? T #i C C l x ■ I in i °' 5/B' X 1• IOTICE• • IV BAR raw a o• L 180 II . sHIP 14311011 Eus BAR arPDRr O II ti I j ANaE vl rH nns srRUCr(rrE. x I b ®®® GROUND LUG m • Iv 0• x /I6 12 5/16 12 5/ 3 14 i I 16' ' RA) • ea P I - I i 1/1 f M - (TIP tee • 5' STRUCTURE NOS 593 © 90 • I �\�� 270' . - Q a • PAGE I �)�* MmtHmt } 4 AT .I' 3/16' ■ I I /2' � iu uaLLaaLtt H O ^' BACKUP STRIP 01,4 / � llunufuctu -ring .�nc. . O a 225 KIVANIS BLVD. REF, DRAVING • • r �I V. HA2LEIDN PA 18201 BASE DETAIL OB NO. L NAME:11975 AIRTacH CELLULAR, 76' Ma10POLE O • v i ABASE DE TAIL SCALE MT.S. DRAVN BY. DAVE V. - APPR. BY II • gym REVISIONS • REV. DATE DESCRIPTION POLE E(�EVATION . -- man -- = FROM HANOI- T SECTION 11111 DRAVNG P. TO CE TO CENTER LINE INE O OF HANOHOLE I 1975-DI CRAVING • • • BILL OF MATERIAL FOR PARTS SHOWN ON THIS DRAWING ARE ITEMIZED ON DVG. 1975 -DI 0 I (0 z 1 THERE IS A OUANITY OF 1 ;STRUCTURE PER THIS DRAWING. ID • 13 1/4' 0 4:::: Ln 5 /8' TYPICAL HOLES 3/16' COVER I/ � AID rD [: PaC F9 13/16' DIA. HOLE cn 000 ® I. 7 I Ln 0 ----- ' �/ 1/8' R to Kg �� rn • 1, ' (6) 5/16' DIA I ,o • HOLES (9 1 0 18 • 3 1 /8'R . e �/ `�' 10' x 30' HANDHOLE COVER STEP BOLT ASSEMBLY • STAND OFF, BRACKETS DETAIL 3/4' HOLESI6' DIA 2 I /2' 3 S /4' z 1 - 8 BLACK HEx ®ES It ;;I RNLI (2) 5/16' DIA. HOLES JACKING NUT ® Q 5/8'1 11/4' 4. .. ~ z Jai VELD THIS SIDE MARK TUBE VITH 3 /4'R 0 LUG DETAIL - VELD BEAD 6' ABOVE _ (I) LUG BELOV EACH HANDHOLE AND BELOV SLIP JOINT. 1/8 v, = 1 TUBE DESIGNATION 45' I =o . SRUCTURE NO. N 3/16 Bi • (-3 a t -SN ■ 7 1/4' 11,/,73_1><8 ilJ. 5/85/8'-- 7 I /4'I • J N ti 0 - . 6' x 12' • I.D. HANDHOLE • A -SN 7.,f HAND HOLES LOCATED Q 30', 150', 6 270' e 72' UP FROM. THE BASE OF THE POLE WELDING SHALL BE IN ACCORDANCE WITH AVS STRUCTURAL VELDING CODE DI.1.1 Z P HAND HOLES LOCATED a 30', ISO', & 270' (TACK VELD NAT BE USED TO TRIAL FIT TUBE SECTIONS. t3 JACKING LUGS B 42' UP FROM THE BASE OF THE POLE ( NARK POLES WITH r VELD BEAD VITH STRUCTURE M ( IBER MTD. P 20' 6 200' HAND HOLES LOCATED P 30', ISO', 6 270' 1 r P I' -6' DOVN FROM THE TOP OF THE POLE ISRUCTIRE TO BE HOT DIP GALV. PER AWIT A -I23 Z Z 'J'HODK LOCATED 6' BELOV HAND HOLE 1 A "� t0 BE HOT DIP G A L V . PER AST11 A -153 I I ; GROUND LUG LOCATED 6' BELOV EACH HANDHDLE a c 1/4.1/ TYP : 1 iu t� I _ 16' 1-5/8' I. 14 1/2' � — I --3/4' • STRUCTURE NUMBER 593 • JACKING LUG DETAIL „ umm t} PAGE OF r5/6, L i V2' z I I/2' X t/4 7/t6' DIA HOLES TTP. O ;1/ !lgttnufttcturing �nr. DE INSTALL BOLT IN ALL WELDED NUTS BEFORE SHIPPING TO GALVANIZER. l 9/I 6' DIA HOLES TYP. \ lo_II y6 GALVANIZER TO REMOVE BOLTS AFTER GALVANIZING AND APPLY COLD 225 KIVANIS BLVD. 11 25 REF. GRAVING GALV. TO INSIDE OF THREADS. V. NAzLETON PA. 18201 6 3/4 �•-� I 2 I/2' I JOB NO. t NANE:11975 AIRTOLCH CELLULAR 76' NONEPELC SCALE: NT.S. DRAVN By. DO/ APPR. BY (L 1 ' REVISIONS REV. DATE DESCRIPTION ()BOTTOM BUS BAR SUPPORT ANGLE . URAV NG NV. I975 — D2 •