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16295 SW 85TH AVENUE-1 .IIIN� i1 �Y1•, ,• MI YpYY LLi/I FY�YxI I,�,•IwN wIN INY,IN 1, � " " • - •• ' .. . Sprint, ij�Cs i :�.rw�.vr.. r. r..., ••. r- r, -r r . ® v V L i �V'� ty." /9' WALKER / DILORETO / V O V N I S, INC. WALKES / DILORETO / V O U N I E, INC. WESTOWER May 13, ]996 OF 'b `9L$' C 0 N r U L r 1 N n STRUCTURAL LNGINZZRS C o N 5 U L T I N G S T R U C T U T A L R N G I N a F R S Sprint Spectrum L.P. remmtNrR Job Du2N•Aw, I 1 c l �4RLJ �g�YAJob No. 9finet No.j�£ Jeb Du1i 4}f..� Ln1T2-C'Nbl£ efiraG.E Job No. Inn sw MOMwL n„nn,.9r rx .nauulwNs ll� llI1Rl1AM.OR FA., CRrm r GA Date Ito ChentSz PA Shea No. oF._ 1:,,I,I,n.0,eg.006l rut naaaANw,v.s,WA.Nall .. „_Bye _ Date Gfro19d By YAW. June 24, 1996 Westin'.uR1UAM101 2v prRl 7s•9aa5 I V.ow/T]MR54 I_ PNAdpou ._ ... ._._.. . .. . . . prMrrp"4 nk xennr A. wcuao .. . eeve wn . TO. sl Clty of Tigard,rd, Planning Department 9 acus/. DuGorao - . ._ ( Das r 7l I. .. . . __. . .�.� SSROCTU9AL AN.44 fLS RF-PORT - •' ••'- FROM: Gilbert Armenia -ralew roux4 - pr ' --•-•- - -- PjC. t4!dv� Ited.,eelf t wadew rcu �F/R/fl� t '�tnp111-IR?Y7i� Manager,Wireless Implementation Department EYJS77NG 100'FORT W9RTIISFLF-SUPPORT TOWER AT sou G n.Srnu s 3(.°4 13X1 e)1.b7��3(a��/Zp f elle G P"'A Z c or �sX7Fi 1 '---• : .12.9 .,--. xr RE: Durham Cell Site I DUR1LIAL OREGON m le 6 •- • - -- .. ... . ... Analysis on the existing tower at our Durham site, located at 16295 SW 85"Ave., Durham, Oregon, was �r � LICE 960R617 ASS°°coo •' • m U,6G L-Yq Mal '1•-T {e+p; OIC u..eur. :.. performed by WesTower of Vancouver, Washington, The tower analysis results indicate that for the ...... .. .. 1cY.. . ..,. 9 RkAar/Coromrt '�!' Qo,(<$_„FCLYa_f'ISG� k/Ta•te, -1•,.y�,s �, R;rlyl C,,,011r . ., � _ M proposed loading, the existing tower legs, leg splices, anchor bolts and foundations are over-stressed. However, the can be easily reinforced to meet loading and EIA/rIA-222-E specifications hercf a we ' . . Y i9 . T •or , KIE 444'r V-.�ISM00i_ - will use WesTower's recommended modifications to strengthen the capacity of the tower. INTRODUCTION d 1-4 L ' -" '� t'&MLIC l db'*i4 ••' •• - •.•. wVa.J.•� !�C�Iz-FSo Attached is the tower analysis and recommendations that will be incorporated into our construction plans. Bechul National i structural emJ of the existing ](10' If support - 1 I "°f '. .�B"' '.a•4.1.e+.+/OY1� - ! 1 e .9 0.0/4-7' at 16295 SW 85th Avenue,LDurht Oregon,yN was erformed by WesTower -� � �S ' Questions re arcing this manner may be addressed to our general conVactor, Bechtel International, At the request •• .. .. ears ane..- I4prAe+ ,rr I ...... =fr ` , .. AfoM c .69:Cz(l ttention of Bill White 596-8604. CommunicationslIna. The original tower and foundatiodesign drawings were obtained by t .,. _.. .. T lMr_& 160 />~s'i•I�Gr. ' • • . ! .. .. -' ... . .. s S,o 1-rut a/�(5 ) WesTower from Fort Worth Tower Company and are included here for reference. These 1 ufactunLd 3 an PNb..- 17d5t'vu ._ . .. . -. = Gilbert Armen drawings,wind pressure gttoEIARS 222 tfican PSF equivalent_ - O pressure lS en a _.- . ;G✓!.4 2 1. Z4.44 Pec ria. eq 6 > - • r�•�,.... --...- .._. .. ..,.. ...�2•r,�. C IcX 1 E,..3'. .. o� asst wind speed of 112 mph.radial . man m 9 was originally ora 1�.... ...V^.t-7 1.�..,�z I'�IL 50 b awN 'al�4 Although the,0 design standard is not noted on the Tonvicir the site on to . .I. :. ..... .. ....... - _ .. _ b/•t = zLN� d V C'�at. - was noted oted that thetowertower had several existing y make rantennns and a cellular pinwheel array at rt j ;. 3:e - It is our understanding III all of the existing yagi antenrmc and associated lines are to be . s ..: ...... -._._.. ..... PI.CAJ :. :.... , . ac .. ed and he cell wheel /8 I I ' removed [ alar pin array,fed by(12)7 "tx ines,are to remain. ... ... .... d.c La;�,�.�1.�. -..�.-•t. 4"36(ta) . . , .. . . ... _ .. . . . ..zl Gz�CI�> z"v�as�).: Sr .... ..-• - . .. . ..-.. .. - .. r. 4llS0 tThe objective of 0mc analysis was to determine if the rower is adequate,or could be made, ; . .... .LCSe. .. adequate,to support (1pr2) 5'-4" PCSpanelautennas, proposed by Sprint Spectrum FCS Communicaulms, a suitable mount at an elevation of 4d. 4„l4frt . . with . _. IWAI.51.ic le0z0*AT.Z114"c SKepa.4.41cam . . . , ., ., ... '... . . • ANALYSIS ..... . �siteoes�. P. . _ lt1(lAMtue� : .1/o.4-f•sc(1.3 lD�GViAr.7§l, . ... o analysis_ r7.+ v ..._ .. . x .�F,i _ s - ... Z5'Gi' tor? A. 9i4' 1_� on MAST,a comprcherssPi eoconmputer program specifically hand nefor intra analysis otpset f run .. 2.'.S6O _._ INOtwc eZ(zA'�f3c1t13 x+to swMoralem supporting rowers. The rower analyzed accmdm to ANSI SIA!TIA-222-E ct6catrons sxn,neo S.tL"I!.e0 .. }Soo( IZ��'.o- arm'twM:uccI . __ G C .. 5tZr�v�e...li 13C1z��/ for basic wind sfreed of 80 mph.which�cthe coal valla:listed in this standard far Sun,360 Pw1W,d: oR 97 m 1•S.L,L,t _.,- . .. .. .. , ... n ronlvro. OR 97to . . .. . � � `��.-... ZLL(, 1.3'31 Co haled o 2) 5 ..'.- _ Washington County,Oregon. The anal ars was n the 1 1 '/8"litres,that Geed the PCS FAX 9or/xe.t9n 1 t r „ . • 1 7 Z T 1.S PAZ SOL76L3o7P - ... C.� (� _ 2^ ? ardennas,being mounted in a back to back arrangement and the projected area of the PCS mourn ra ueT9�o l6 be 1....3 9�. 3tt�' .RrXtle.. .. $0117541-39r9 _ f a, k� f d WWISL*Etl'J 71NI 'AL7M NOdj NCLE19 95st-ec-9 Z d SWE69LK03 .NI "AOM 1,411 repit 7 ONI-M-9 8581 Avenue,16295 :nn Avenue,16285 SUP W0267 85th Avenue,16295 1 Of 18 86.0267 2 oI 18 SUP 96.0287 85th Avenue,16295 3 0/10 at 96-0267 4 GI 4 1e ��7� 7 p� Yf�aiYVT7Naw YY L.S i OWER May 13, 19% r WESTOWER may 13. 1996 j I Oa riR`{ \9910 •II�8 D�ttµQT1 pk D ' •„ YVESTOWER May 13, 1996 FILE: 96-OR-617 DURRAM,OR FILE: 96-OR-617 DIIRBAM,OR 1 : FILE: 96-OR-617 DI7RUAM,OR i 5 � rah -11�•L ri ..} 5t� Vill Page 2• Page 3 I � 3 A'dt• A395 (].Ao' 100' iW[ENN AS (ATiT) I ti)l'ALLCpR ,uITILT hoW11S, "00 irk_ • :�s, being 60 ft'. ; I. Install horizontals from 0'- 85'. This will eluninate leg overstresses. Ilia+v r.�.r_ i (2 y 1M+G.Y vNSt rAR. 1 included on the folmda arm design dmwin The foundaltioro •i, ., a lbtezEO 94NcepNK ste']Nr +,+),%� `�� Note that soils information is not t c nlle<I gu 8s �yry were, however,checked in this analysis fm "normal soil"conditions,as defined in EIA/PIA- 2. Reinforce leg splices et tike 25'elevation level. 2?2-E spe::iGc tions. y q.'. . d o P I - t7a)s'-�• tKs >.ws.wrs 1- •t . i ;, 3. Modify the tower/foundation interface to accommodate additional anchor halts. ' ' +' r ssEv• ao' j O w ho w. Y Ti;Vil\S/e"� noWnla MLI l0 alU1C ANALYSIS RESULTS 4. Modify foundation system by pressure grouting the sail surrounding the foundation. This a}Y' lsg®1; to o P will increase the uplift resistance of the existing foundation (S.Go) VS, The following stress levels were obtmnod: Tower Section L&E VineonalsIfthere are any questions concerning this report,please contact the undersigned. y + ` a G0'"FR"walzv.+2w O P9ePeXu I 75'- I0G' 16% overstress 95% capacity L \N J. PA 1- o o - Qan vY eT. o+»-. u++•* wnsy 50'- 75' 68% overstress go./4capacity Wrs'1'ower Commumirations lac. 4�41 pe EIE,T+1- % �y 1f a a Ilaµ'K•R r. c+arav+c 2S- 50' 45•/. overstress 73% capacity - , .. I., jtill, .611 Sol 0' _ 25' 30% overstress 79% capacity .0 Ta rS Lee Spices at 25' 6% cacrstresv 51"'2. u •9 y 4 41 I u .. Laura Chaplinsky,P.Eng. Calvin Payne,P.E m m M Anchor Boils 42% overstress Pre'ject Engineer President . .; . .. .. •Y` o 'IDs - -- Ff-OQasF9 TowcR hlront]SA',70r]S. p Y UI I. laStO.�+€ti NORSSonarAl_S Faun -051. Fnandatiolaa 18% overstress in uplift o' . LM seutE. (Note: Foundation is larger in depth than Beaverton,Durham,and Forest Grove sites) 'fes t 6 i Rtuticearao 4. t10DIF 2ED -Torw4R./FeuwATiMa 6 TNSE9.i,,,LAOeT'+'lo.a1L- CONCLUSIONS& RECOMMENDA11ONSin plolrosED _ _ pxTuw � VOl a . S'"„ 'r" 1a4a ilgt ba MOOSF 1Ej1 PoGN09.TaeN SV5•lFn The analysis results indicate that, for the proposed lower loading, the existing tower legs, leg O N eEESS+FIi splices,anchor bolts and fiiundmionsm aoverstressed. The tower can, however, be adequately O Tw.s+lOsls` csavLEn x SozL• reinforced to support the proposed loading and meet the requirements of EIAI TIA-222-E spe,ciftcations for an 8o mph wind by modifying the tower as follows: u , fROfeaZD -1gMIC n,lpur a,0•LyN d' J 12.81,I d '- ✓ � � � � �TST7N4 - ToNE0. v'BI'cH ' a 85th Avenue, 16295 85th Avenue, 16295 5 Up 96-0267 SUP 96-0267 85th Avenue, 16295 Sof is Bot 18 OUP 960267 70l1B SU Avenue,16295 SUP 96-0267 80118 11' this police appears clearer. Ihnn the document, the document is of mal einal quer::T, CDjfll!�!III11 W411 1 IjMU11!I111 9ll11ill IJill ! ! �11!f!�!1!11 111111111, 1 r - iljll!�1 il�lnn 11 iidtm mlln td�t�mll!m nuhlll mdnullmhm nnlllll Illdmdllnlllu nulnuluninn!mllnnumhm!mlhn t1 WESTOWER COMMUNICAMNS 7001 NE 40th AVE, VANCOUVER, WA 98661 PH: (360) 750-9355 FAX: (360) 750-9354 Page 1 Of 2 _ By KRi- Date 5-23-1996 A S TM Job No. 96—OR-617 2'-4 3 4" Revision No. Date A536 a A325 Tower EXISTING 100 FT SELF SUPPORT 100' Location HILLSBORO, OREGON co Design 80 MPH WINE) (NO ICE) N o X According to ANSI/EIA 222—E 1991 O x C14 a o r ANTENNA LIST o x o NQ EL ANTENNA 0M .n � EXIST 1-3 TOP (3)DECIBEL OMNI (3)-1 5/8" to°0 to r 0 EXIST — TOP (3)SIDEARMS 00 J e 75' NEW 4-15 92' (12)5.5' PCS PANELS (12)-1 5/8" 'n NEW — 92' SECTOR ANTENNA MOUNT — = I u7 M o CLIMBING LADDER x x w — WAVEGUIDE LADDER J N p O O x n MODIFICATIONS: O C) N W `n �' J co O ADD HORIZONTALS FROM EL 6'-3" ri r. S0' 5/8 TO EL 85'-0" z 00 �• 4 O 12 too x N; � THE FOLLOWING TOWER MODIFICATIONS un x ARE OPTIONAL TO FURTHER INCREASE N 1 E, THE SAFE CAPACITY OF THE TOWER x ABOVE THE CODE REQUIRED MINIMUM N O 11-� ... .�. C5 — x C14 REINFORCE LEG SPLICE AT x -1 25' 2 EL 25'-0" o O \ 3 MODIFY NUMBER OF ANCHOR X BOLTS N Cj N G4 MODIFY FOUNDATION SYSTEM ca ,,) INCLUDING PRESSURE GROUTING O cx SOIL O r in 1`1 O J p' 3 AND E� PR�FFS N I N FF X0 V) En toJ 2076 v C) o m 12 '-9 3/4" r 2 O m m ORFGO O ry v v = v Mgr 20.AqQ W -L = Cr- N Q 85th Avenue, 16295 OyN SOS BUP 96-0267 9 of 18 If this nolice appears clearer thaiii the document, the document is of marginal gtial:iy. !T+(ft,���l-�� IIIi 111E111lillN 24X !' G�IIw' �} - � ��: �i{tI!lIII{!!!I�{{lflll�IIIIIIMII�IIIIIIIIIIII!I !I{1IIIIiIIIII�IIU IIN�11!!!INIINIIIIIIIIIIIIIIfII�IIIIIII!IIa{r{r�� rt{{a��rrl ~ � � . .�. _ ' i ABBREVIATIONS & SYMBOLS SSLP n.('I ACCESS DOOR ME-CH. MECHANICAL r. , ; DETAIL NUMBER PCS C NNJMTIN i ADJUSTABLE MFR MANUFACTURFR ! _�M. ALUMINUM MIN. MINIMUM , GENERAL CROSS 7770 SW MOHAWK, Bl4 F APPROX. APPROXIMATE MTL. METAL ��` REFERENCING TUALATIN, OR 97"'167 AWG AMERICAN WIRE GUAGE MGR. MANAGER E3l_KG. BLOCKING N.I.C. NUI IN CCNITRAc.I SHEET NUMBER BMR BASE MOBILE RADIO N.T S. NO TO SCALE I CAB. CABINET C. ON CENTER CLG. CEILING OPE'. OPPOSITE _� ELEVATION DURHAM cR0 A� CONC. CONCRETE PT PAINT CUNT. CONTINUOUS FIR. PAIR ,� SECTION Cu COPPER S.F, SQUARE FOOT .�- ._ J V EVEN M. N. VL DIA. DIAMETER SHT. SHEET PAIR CAS-041A DWG. DRAWING SIM. SIMILAR EA, EACH STL. STEEL TIGARD, OREGON z�.F(>R'LAI�. OREGON pETAIL ELEC. E:LECTRiCAL Sul-4 . SUSPENDED EQ. 'EQUAL_ S.V SHEET VINYL EQUIP. EQUIPMENT TGL TEMPERED GLASS OF EXIST. EXISTING 1 NND TINNED EXT. EXTERIOR T.O.C. TOP OF CONCRETE F.F. FINISHED FLOOR T.O.M. IOP OF MASONRY GA. GAUGE TYP. TYPICAL GALV. GALVANI7ED U.O.N. UNLESS OTHERWISE NOTED GBX GYPSUM EOARD TYPE "X" V,1.F. VERIFY IN FIELD REVISIONS G.0 GENFRAL. CONTRACTOR V.T. VINYL TILE. GRNn GROUND WDW. WINDOW NO. _ DATE DESCRIPTION ^ GYP. BD. GYPSUM BOARD W.W.F. WELDED W'IRL FABRIC HARD'WD. HARDWOOD W/ WITH INT, INTERIOR � MAX. MAXIMUM @ qr D A\� 2/16/96 ZONING REVIEW- SKT B , 4/10/96 , CD REVIEW DESCRIPTION NO. SO\ 4/24/96 CD PERMIT SET T-1 TITLE SHEET AND VICINITY MAP 1 5/7/96 CD PERMIT SET VICINITY MAP SCALE: N.T.S. -- -- -- -- -- a C-1 TOPOGRAPHICAL SURVEY -- - A-1 ARCHITECTURAL SITE PLAN AND DETAILS 2 ELEVATIONS AND AZIMUTH PLAN A-3 EQUIPMENT AND CONSTRUCTION DETAILS �. A-4 EQUIPMENT DETAILS - 5�� I E.-1 ELECTRICAL PLAN AND DETAILS , E-2 GROUNDING PLAN AND DIAGRAMS T �! - - OAZLEY E-3 ELECTRICAL EQUIPMENT AND DETAILS PLOWMAN A TKINSON 7 Architects A.I.A. 2701 VaughnNY Q `' ---- - Suite 764 c.� SW CARMAN ---_^---- -- �- _^ _---- Portland, OR 97210 DRI VF - _ — 503 274 7600 U) ---�QF- T�M i►r Vi SW DURHAM ROAD W ..................... _ - Conditionally Approve') - - I Q (n �PL-Hi411T_N.�-.- __ ..( 1� PROJECT MANAGER \ � :gee letter to:�olic�ti=....... . .. ........ ... ... On Z rR KA — _ '^ ''�CAN _ _ LUCENT TECHNOLOGIES QI FEUD ON S: .�{�,1. - AND BECHTEL . • - @y' -- - - - ALLIANCE Fa. ; FROM 1-- 5, EXIT ONTO SW BRIDGEPORT ROAD TOWARDS TUALITIN. HEAD WEST ON SW BRIGEPORT ROAD TO UPPER BOONES FERRY y: ROAD. TURN RIGHT AND HEAD NORTH ON UPPER BOONES FERRY � - ---- - -- -- SPRINT ROAD TO DURHAM ROAD. TURN LEFT ON DURHAM ROAD, HEADING _QED PLANS MUST Bt tj, :. i j,„- - -- e� WEST. CONTINUE ON DURHAM ROAD TO 85TH. TURN LEFT ON - SPECTRUM c ;' 85TH. SITE ON LEFT. SHEET INDEX LPCS EINSTALLATION IP PROJECT SITE NAME: PROJECT DESCRIPTION PROJECT AREA DESCRIPTION PROJECT MANAGER a DURHAM BECHTEL SITE NAME: SITE NAME -" TIGARD, OR THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER OF LOT AREA: .65 AC. ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR SSLP MOBILE SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST, OF THE SUITE X330 DURHAM SERVICESPERSONAL COMMUNICATIONS SERVICE (PCS) NETWORK. WILLAMETTE MERIDIAN, IN WASHINGTON COUNTY OREGON MORE 6975 SW SANDBURG ROAD TIGARD, OREGON ' TAX LOT 1104 PORTLAND, OR 97223 A TOTAL OF 12 ANTENNAS AND 5 EQUIPMENT CABINETS ARE PARTICULARLY DESCRIBED AS FOLLOWS: SITE ADDRESS: DURHAM i' LEGAL DEk.;CRIPTION (TOTAL PARCEL PROPOSED AT THIS SITE. EACH ANTENNA IS 6.3" WIDE $Y 2" PHONE: (503) 598-3937 $5TH COLUMBIA CABLE TOWER INC'HES DEEP BY 5'-4" TALL. THE SELF-CONTAINED EQUIPMENT COMMENCING AT THE NORTHWEST CORNER OF THAT PARCEL OF 16295 OL 85TH AVENUE TIGARD, OREGON A PARCEL OF LAND LOCATED IN THE NORTHEAST ONE-QUARTER CABINETS ARE 2'-6" WIDE BY 2'-6" DEEP BY 5'-0" TALL. LAND CONVEYED TO "STORER METRO COMMUNICATIONS, INC.", AN CONTACT: BILL WHITE TIGARD, OR 97223 OF SEC. 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST, OF THE. W.M , T SITE NUMBER y ►N WASHINGTON COUNTY, OREGON. SAID PARCEL OF LAND BEING HE SYSTEM WILL BOTH TRANSMIT' AND RECEIVE RADIO SIGNALS OREGON CORPORATION AND RECORDED JUNE 24, 1982 BY FEE OWNER: APART OF THAT PARCEL OF LAND CONVEYED TO "SAXON I", A FOR A REGIONAL PCS NETWORK. NUMBER 82015748, RECORD OF WASHINGTON COUNTY OREGON; THENCE S88'30'44"E ALONG THE NORTH LINE OF SAID PARCEL_ COLUMBIA CABLE OF OREGON c PARTNERSHIP CONSISTING OF F.J. SCHEFFI_ER AND C. ROGER .: WILLETTE AND RECORDED DECEMBER 2, 1980 BY FEE NUMBER ALL OF THE ANTENNAS WILL BE MOUNTED ON AN EXISTING TOWER. 1 .14 FEET MORE OR LESS TO THE NORTHERLY EXTENSION OF 6916 NE 40TH STREET . 80043687, RECORD OF DEEDS, WASHINGTON COUNTY, OREGON. THE EQUIPMENT CABINETS ARE PROPOSED TO SIT NEAR THE BASE THE CYCLONE FENCE ON THE WEST SIDE OF SAID PARCEL; ARCHITECT VANCOUVER, WA 98661 CA9-041A SAID PARCEL OF I-AND BEING MORE PARTICULARLY DESCRIBED AS OF THE TOWER. A NEW 6'--0" HIGH FENCE, 24'-6"X14'-0", _ GA7LEYS (503) 644-3118 «; FOLLOWS: IS PROPOSED TO ENCOMPASS ALL OF THE NEW EQUIPMENT. THENCE S01'38'39"W 10.00 FEET ALONG SAID FENCE LINE TO THE 2 01 N�WPVAAUGHN' ATkINSON ARCHITECTS APPLICANT TRUE POINT OF BEGINNIING OF THIS DESCRIPTION; SUITE #764 µ ro BEGINNING AT THE NO,S MEAST CORNER OF THE NORTHEAST ONE-- PORTLAND, OR 97210 SPRINT SPECTRUM L.P. SITE ADDRESS QUARTER OF SAID SECTION 14; THENCE SOUTH ALONG THE THENCE CONTINUING S01'38'39"W ALONG SAID FENCE LINE 26.50 7770 SW MOHAWK EASTERLY LINE OF SAID SEC. 14, A DISTANCE OF 677.25 FEET FEET; PHONE (503) 274--7800 BUILDING F n THENCE SOUTH 89'54"20' WEST PARALLEL WITH THE NORTH TUAL ATIN, OR 97062 i rr LINE OF SAID SECTION 14, A DISTANCE OF 15.00' TO A POINT ON (HENCE CONTINUING S88'21'21"E PERPENDICULAR TO SAID CONTACT: STEVE PLOWMAN OFFICE: (503) 612-0244 16295 SW 85TH AVENUE to THE WESTERLY RIGHT OF WAY LINE OF SOUTHWEST 85TH AVE., rn " a rn SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE CONT. FENCE LINE 16 00 FEET; TIGARD, OR 97223 ZONING: 9832 COV, OTHER, LEASED f, SOUTH 89'54'-20" WEST, PARALLEL WITH�THE NORTHERLY LINE THENCE N01'�8'39"E 26.50 FEET; SITE ACQUISITION OF SAID SEC. 14, A DISTANCE OF 225.00 ; THENCE SOUTH OCCUPANCY: N\A SHEET TITLE PARALLEL WITH THE EASTERLY LINE OF SAID SEC 14, A DISTANCE VCI CONSTRUCTION TYPE: N\A rJ; OF 125.00 FEET TO A POINT ON THE SOUTHERNLY LINE OF SAID THENCE N88'21'21"W 16.00 FEET TO TPE TRUE POINT OF " "SAXON I" PROPERTY; THENCE NORTH 89'54'20" EAST, ALONG BEGINNING. SUITE #100 c' SAID SOUTHERLY LINE, 225.00 FEET TO A POINT ON THE WEST- 7160 SW HAZELFERN ST. TITLE SHEET AND ERLY RIGHT OF WAY LINE OF SAID SOUTHWEST 85TH AVENUE; ALL BEARINGS BASED UPON THE OREGON COORDINATE SYSTEM TIGARD, OR 9722.4 ev THENCE NORTH ALONG SAID WESTERLY RIGHT OF WAY LINE 125' NORTH ZONE, NORTH AMERICAN DATUM OF' 1983. [NAD 1983] VICINITY MAP TO THE TRUE POINT OF BEGINNING. PHONE: (503) 598-1880 DESCRIBED PARCEL CONTAINS 424 SQUARE FEET. SUBJECT TO AN EASEMENT (SEE A-1 FOR LEGAL DESr.'RIPTIO��� CONTACT: ART McCUMBER SHEET NUMBER FURTHER SUBJECT TO A POWER EASEMENT (SEE A-1 FOR LEGAL. LESCRIPTION) _.__._...� A U.A. COMPLIANCE A LTi FACUTY IS NOT STAFFED AND NOT NORMA,'-LY OCCUPIEDT � l I t'• fI �� LEGAL DESCRIPTION PROJECT DESCRIPTION PROJECT AREA DESCRIPTION PROJECT TEAM PROJECT SUMMARY in c„ 9613TO01 1/8 I P5th Avenue, h2tl�i BUP 96-0267 10 of Is I If this notice appears clearer Ih;ui the document, the document is of marginal gmal.ty. I4IJIJIIIJIJIJI IJ11I1I1IIIJ! I fiJlf IJIIIJIJi l I1IJ1l1lI1IJI I i �I�IJI�I�I�I I IJIJIJI�IJiJI I� �IJl. 1Jl�l # >1J�JIlIJIJf I is 11 w � I�II11 IIIfJiiyl IlIlI1Nl lill�i u . I li(JIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIitIIIIIIIIIIIIIIIIIIII A-1,IIJIiI Illi�i� � I MC'1115 t , SSLP PCS COMMUNICATIONS GPS POINT 7770 SW MOHAMIK, BIG F FOUND 5/8 IRON RUO WITH TUALATIN, OR 97062 W & rI PACIFIC RED PLASTIC CAP Q . 1 ELEV.- 176.31' r, f-r! COORDINATE LIST FOR CENTER I / OF EXISTING LATTICE 'TOWER NAD 81 GEODEM COORDINATES Q 4 1 LA T1 TUDE: 45 74'08.61109" N LONGITUDE. 122'45'55. 10020" W a c , SW CARMAN C) lYAQ 27 W ERC COORDINA =S w Ki ��' - �DRIVF. �2� LATITUDE: 45'24'09. 18405" N z rn LONGITUDE: 122'45'50.75260" W = Q 4' OURHAM ROAD' d w SCALE- 1� 83 SQA TE PLAiJE _�t1QRDINA lEs u: `, . 3 / r NORTHING: 640,955.360 FT. V) z rn i 0 15 30 EAS77NG: 7,520,350. 720 FT. p o°°, �r 2 ... w / ( V) O � � I V) ( FEET 1 Inch = 30 ft. w =� a �, � � w REVISIONS euura►Nr, o ~ a NO. i DATE DESCR.IPTIUN Co EXISTING L A TTICE z U a ----t-- - -- -- �1 F TOWER ::,I a _A 2/16/c"6 ZONING REVIEW Q - FOUND 5/8" IRON ROD VIONI T) MAP ELEc TRIC CABLE WITH YELLOW PLASTIC �` 4\ 4/)0/96 CD REVIEW ) SUPPORT TRUSSES (L�) -� POINT OF BEG1NNIlvt, Ao 4/24/96 CU PERMIT SET NOT rn SC'ALE S88'30'44 E CAP � p --x x _ (589'54 20"W) 225.00 Z /� SITE DESCRIP I-IOP� POINT OF BEGINNING '� ,.._ CONC ETE X �. FLOOD PLAN 5/7/96 CD PERMIT SET_ PROJECT AREA PAD PRO,1EC T AREA APPEAk TO FALL WITHIN FLOOD ;t:SNE C. 7 AHEAS OF MINIMAL. FLOODING, ACc:URGING TO FL000 INSURANCE RATE MAP (FIRM) FOR C;OMMUWT1 L 10276, PANEL NUMBER 0005B, EFF"EC TI VE. DATE: MARCH 1, 1996 -- i � � I � I •���- 1 � A f LGi:D HAZARE' ZONE All APPEARS TO LIE MORE THAN 1000' SOUTH OF THE PROJECT AREA TRUE ► ��- L AND HAS A HA.SF FLOOD ELEVATION LINE OF 126 FFF-T L.ARFLFD ON ABOVF FIRM MAP. NORTH � I � -,.y_ _Co _ � BUILDING � Uj --- NO 'z i I PR 826876-4 '�T SITE DESCRIPTION n s �A�..F Y �� ___ C i -+v SANITARY, WA TER, A �� PLOWMAN A PARCEL Or (_ANO 19C,4TED IN THE NORTHEAST ONE-QUARTEP ,7 SECTION 14, 1, BEARINGS BASED ON THE• OREGON STATE_ PLANE COORDINATE SYSTEM AND STORM WATER - - _ __ 1 • I �� TOWNSHIP 2 SOUTH, RANGE i WEST OF THE WILLAMETTE MERIDIAN, IN OF 1983, NORTH ZONE. COLLECTION EASEMENT 3 - ! - �_1 I--r -- -�- - - _'-` J ATKINSON WAS-IINGTON COUNT)', OREGON; HEING A FART OF THAT PARCF_L OF LAND t'�)1vVErEU FIELD DATA WAS GATHERED B1 W&N, PACIFIC hETWEEN 1/31/96 AND 2/16/96. � "--'-"" ;+ _ TO "SAXON I", A PARTNtR5r1Ir CONSISTING OF F.J. SC14EFFLER AND C. ROGER y }_� - ,n ~� _ � o - �f_ A;>^6itects A.d,A. WJL1_ET TE AND RECORDED L�FC'EMHER 1980 B r FEE N0. 8C)f)43687, RECORD OJ �5. PROPERTY DESCRIPTION AND EASE HENT REFERENCED ARE FROM TICOR TITLE ' ��- - " " =,Q _ I / 1 2741 NA Ysuthn WASHINGTON COUNTY, GRF_GC?N, MORE PA FrT1CULAkL )� DESCRIBED A5 FOLLOWS: INSURANCE PRELIMINARY' DEPORT # W642.9.34•-RF', DATED FEBRUARY 8, 1996. FOUND •• � t--•- x ^ � M L'' --- _ � - � � � � � _ -�. _1 S`wte 764 OVNC 5/8 IRON ROD • VI x ______�__ x i -- BEGINNING AT THE NORTHEAST CORNER OF THE NORTHEAST ONE--•OUARTFR OF SAID WITH ZAROSINSKI--TATONE ��`�1 Portlalnd, OR 97210 •1. C(iNTOUkS ELEVATIONS SHOWN ARE REFERENCED TO WASHINGTON COUNT'S FRENCH PL5 1349 )ELLOW PLASTIC �.. 50 274 7800 SECTION 14. TOWNSHIP ? �;C.)r/TH, RANGE_ 1 WEST, WILLAMETTE MERIDIAN, MARK #178, A BRASS DISK AT THE SECTION CORNER COMMOM TO SECTIONS 11, 12, 13, CAP ,,� 1 I POINT OF BEGINNING EC77 NGTON COUNTY, `F_—OF-7N; T25 FE SOUTH ALONG THE EASTERLY UNE OF .SAID & 14, AT THE CL CL INTERSECTION,OF SW 8;ith AND SW DURHAM ROAD. g' _ _ ® t- ACCESS EASEMENT EiECT10N 14, A DISTANCE OF 677.: 5 FEET, THENCE_ SOUTH 89'54'20" WEST THE ELEVATION 13 179. 155 WASHINGTON COUItIT)' DATUM (USGS). ------� x r - y - - w PARALLEL WITH THE N��kTriE�'(-Y Link: OF ;Art? SECTION 14, A 011TANC;E CF X X X __- x yX- i - 15.01 FEL T TO A POINT ON THE WESTERL r� RIGH 7. OF WA)' LINE OF SW 85th AVENUE_, 5 TRUE NORTH = GRID NORTH (BEARINC BASE) + CONVERGENCE ANGLE B x - --- O 588'30 44"E (N' 9'54 "E) 225.DU' SAID >✓c)INT BE1Nr, THE TRUE POINT tJF BEGINNING. THENCE CONTINUING SOUTH '!x'54 2G" WEST CONLfP,C;ENCE ANGLE (a) = 1:36'2.3" 5' UNDERGROUND POWER EASEME7NT i" PROJECT MANAGER2 5.c?D FEET; THENCE SOUTH PARALLEL WITH THE EASTERLY LINE OF SAID SECTION 14, A DISTANCE OF 1,25.00 FEET TO A POINT ON THE SOU7HERt r LINE OF SAID "SAXON C TieACT; THENCE NORTH 89'554';'0" EAST, ALONG T�!E DFS ' IPTION PINE 213 A TION LUCENT TECHNOLOGIES SOUTHERL r LINE, '"- 00 FEF7 TO A POIN 7 ON THE WE.STERL) RIGHT-OF-WA 1 T0P OF 42 LINE OF !,A'0 SO,-THWF`-T 85TH AVENUE.- THENCE- NORTH ALONG �A1D WE'717F-NLY TOP OF TOWER 278,4 AND QECHTEL t RIGH T- OF- WAY LINE" 0 FEET TO THE TRUE PUiN T OF BEG/NN/NG. TOWER AN TENNA #1 2.30.8 ALLIANCE TOWER ANTENNA #2 240.2 TOWER AN TENNA #3 247.8 TOWER AN TENNA #4 2` 3.5 SPRINI 10 TOWER AP'TENNA #5 259. 1 SPECTRUM TOWER ANTENNA #6 259. 1 LIMITED PARTNERSHIP PRC) AREA DE-.. )CRIPTIO.N ACCESS EASEMENT TOWER' ANTENNA #7 265. 7 PCS INSTALLATION ' f T �' � DESCRIPTION�'TI _ _._ _ _ - oN (PROPOSED) TVP o' BUILDING rr� NORTH 199.6 PROJECT A PARCEL OF LAND L� Ii ATE:D IN THE NORTHE-A`.T ONE--QUARTER OF SECTION 14, A STRIP OF LAND LOCATED iN THE NORTHEAST ONE--QUARTER OF SECTION 14, TOWNSHIP 2 SOUTH, RANI^F 1 WEST, OF THE WLo,ME7TE MFRIDIAN, 114 WA R-I,Nr_.,i0N TOWNSHIP ' L=.00TH, RANGE 1 WEST, OF THE WILLAMETTE MERIDIAN, IN WASHINGTON COUNT'S" r:�REGON MORE F'ARTrr(JLAF2LY DESCRIQLCI Ar, FOLLOWS,- COUNTY OREGON MORE PARTICULARLY DESCRIBED AS FOLLOWS, COMMENCING AT THF NORTHWE57 CURNF.R OF �P-;AT ^ARCEL :?F LAND CUNVF. YFU COMMENCING AT THE SOUTHEAST CORNER OF THAT PARCEL. OF LAND CONVEYED GPS POINT SITE NAME TO R)PER ML TFet) i UMMUMCA TIONS, INT" ", Ah 'PEGON Cr 1410RA T1UN AND FOUND 5 8" JRON ROD WIT RECO;�kpF_D JUNE .'�I, 19n 6 r FEF NLIMHFr �3? " ' I-1>3 RECORD OF WASHINGTON TO "STORER METRO COMMUNICATIONS, INC. ", AN OREGON CORPORAIiON AND / CCOUN 1'r OREGON: THENCE 3 E:88'30 44" ALONG 0-1.1 NORTH LINE of SAID PAR(FL RECORDED JUNE 24, 198: R)' FEF NUMBER 82015748, RECoP0 OF WASHINGTON AN ALUMINUM CHP MARKED W.C.I. 1 14 F-FF T ;,-TORE Op ( F �, TO TNF NOR 7`HFNL Y VX TFNS/0N OF 71-IE C)(^L CINE. FFNCE ON COUNT) OREGON; THENCE N01.34'56"E ALONG THE EAST LINE OF SAID PARCEL IM A MONUMENT BOX THE WE-ST ;1.")E: C4 (;41D F.ARCFL, 34.50 FEET, SAID POINT 1~rING THE TRUE POIN7 OF BEGINNING, AND ON THE CENTERLINE ELEV. 170.62' DURHAM OV A 10' winE STRIP OF LAND E FEET ON EACH SIDE OF SAID CENTERLINE; TIGARa, OREGON THENCE ';')r'gib' l"v4 !().OL/ f FE T tir_ONG aAIL. F C^r E: _INF. TO THE TRUE POINT OF THENCE PARALLEL WITH TH THE SOUTH LINE OF SAID PARCEL N88'30'44 W 215.90 FEET; BE GINNIN,; uF TH+�; L;F_ , :'W ,' r,,_Ird, r . ; THENCE PARALLEL WITH THE WEST LINE OF SAID PARCEL NO1'34',5,6"E 53.93 FEET SITE Nt1MBER HE�N(.k �,I.-r�T1N�IIN.. �-.I�� ,� •. -' ,� �1.�,Nr, .,AIL:) Fr h�+: 1:� ;.rrrE :'6..51! , EC I; TCS THE TEF'MIrJI I POINT OF SAID L'EN TERLWE. THENCE S88'X1'7'' "1 PFFFFN0IC1AAR T;7 SAID FFNCf' ONE !r_ 01(-.) FEET; SIDELINES SUBJECT TO LENGTHENING AND/OR SHORTENING To TERMINATE UPON LEGEND: CAS-041A THt N, E NO V,78 31'.4 • THEf'RtF'E7? E+UUNDARIES. C 6..,O FE F. T, 0 GPS CONTROL POINT ( ) DEED BEARING ALI_ BEARINGS BA_,L0 UPON THE: OREGON COORDINATE SYSTEM NORTH ZONE, N WATER VALVE SITE ^ppR�s TFfENCE '188' 1 '.'1 "vti Iv 0U FEET TrJ TF1L TRUE P�IIrrT (;�F [�l i ,`NrJING NI-�RTH AMERICAN OA TUM OF 1983. CHAD 1983.1 CONTOUR l_WE ALL BEARINGS L3A;1 L) I_JI�GN THE OREGON C'G���RnIrvATF Sy;TfM N()F�7H Zt:ir�E. flESrR1P_EI� STRJP CONTAINS �'6G9 SaIJARE FEET MORE OR LESS FIRE HYDRANT PROPERTY BOUNDARY* UNE NoR7FI AMEPI�_'AN CATrJ+V CIF 198.3 (NAL) 1983) QIID CATCH BASIN x x CHAIN LINK FENCL DESCRIBE-(., �'AR�_" I %c�NTA1N5 4;:4 ��urJ.ARF RE.F7 X6295 $W 85THAVENUE , - TREE - CONIFER EDGE OF PAVEMENT/EXTRIJDED C.UBB TIGARD, OR 97223 • TELEPHONE RISER --------------- EDGE GRAVEL DRIVE • SEWER CLEANOUT ---------------- EDGE OF CONCRETE SHEET lint CUTRANSF - v fJRMER UNDERGROUND POWER SURVEY AND MANHOLE . __..._ _ PROJECT AREA BOUNDARY 8405 S.R. Nimbus Avenue le WATER METER ----- PROPOSED ACCESS EASEMENT UNE VICINITY M A,P BF.AVFRTON, OR 07008-7120 POW:.R VAULT EXISTING EASEMENT LINES SHEET NUMBER Phone: 503 828-0455 Fax-, 603 528-0775 � � r � � � .� -` ` _ - __� .___�_..--___.__._ _- _ �_�_____ Planning • Fngineering " Surveying O GAS METER Landscape Architecture • Environulenlal Services! C - 1 961.30001 1"=30' E3':fh Aver,,),, 16295 •�-w BJP 96-0._i,I 11 oI 18 If this 11olire appears clearer 111;111 the document, the document is of margillal qu:1';;y• III ;I ( i �l �l�l I{1(IIt�II(Il iLi�,���Ill�i I I�iIIIl�lii�l�l IIIII�I�IIi,I I IIiII�i�IIIIi lIII I Jill ill ji I I �IIIII�I�III I IIIIIII�IIiii �IIIIII�►II1�1 �, ►���► : � �Illll�lllli 1061 1 MAGE a& A . .. ILII (Illi IIIIIIIillll illl,l�ltllfll li'�ll{IIIIIIIIII1 IIIIIII1111111IIIIIIIi'I�IIIIIIII!�Ill11111111 D ` ,,. I r r.. .... . ^ I III'Inlllnllllululllllllllulllnllltllllllllllllllullllu!nlllllu Ilnlnll llnlnlllnlllint i�il�t►Illinlhnlifffi�itr► . •fFi1 � rinlinll I- _t'E I \�D 40'-0" ' �.i . ��•�•.�►'�wT•!SII.1�'�•w.-r.•�!�!�!�lA-•�►• ,�,..,��•�IIR•�,•,�.•�.�•r.�.��w.�•.�,�•�.•s..�.�r.�.�r.�.� a..�...r• �.r SSL -RADE C'9N IOUR LINE 174.00 R _ 'RA 1 f . --- . ' ---- - X' _ __�_. - -- - - — - — - -- -----_.-,�—�,.. ,.. ....,..•...•.....�. .�. REGRADE C. E '�P O T ELEVATION I � _______ X ?� X. -- __ _ __. 17 -- - � , 1 FXIST. CONTOUR LINE tj3,5 RFGRADE: SPOT ELEVATION I PCS COMMUNICATIONS A _7 7770 SW MOHAWK, BLC. F F'RUPERT'a BI:IUNDARY LINE _ _.�..- POWER POLE -CJ- NOTE: TUAIATIN, OR 97062 . 16'_0 F`t_IWER & TELCO LINE --------------------------- POWER VAULT �� FOR GROUNDING - -- c �—. SEEGI 1 -u' lc'-O"` PROPi�;ED EASEMENT LINE EXI TING TOWER LEG �� � E-1 JECT ��.�. .- .�._..._.._._....._. _..... EXIST: I of ARE ------" "' � 1 1 � � LAWN • � � c� G� /� EXIST. FENCE - ---___._. _--- -_- TELCO RISER AREA - -—COAX CABLES UP '�,`� f�3 ATTACH NEW I ,/ I !' TOWER FACE TO VEN M. N PL NEW F-ENCEASPHALTIC CONCRETE AC, FENCE TO EXIST. GRAVEL , `i _� PANEL ANTENNA'S � �� / -- SEE -03 �2 7K� r(• -- • FENCE MATCH EXIST ( / I � i ,p � -_ 'j Lfp PORTLAND, OREG O SITE ACCESS I 7 .33 •� Cz / t ----_ ! -- -- .56, +�,�- ----...EXISTING v EQUIP,-- F �A, BACKUP POWER CABINET ; ,_,_ 1, I O LATTICE TuwFR SLAB 5 �/^ y ., `VERIFY - -_ , COORDINA"►F LIS1" FOR CENTER SEE - p -- -- A 3 POWER CABINET OF EXISTING LATTICE TOWER - COAX 5HFt0U0 U\ �,, NAD 83 GEOD£TIC COURDINATES TRANSITION SEE ' - _..1 y - 00 l rte• PRIMARY RADIO CABINET LAT1111DE. 45'24'08.61109" N ,._ LONGITUDE: 12245'55.10020' W — t o I 0 - \ REVISIONS OVERHEAD _.._- �-- INTF_PMFLIATF_�, O _ FOR CUORCJI ATE / GROWTH CABINET I - �R ' {OAX l <D� hAD ,�7 GEODETIC „�OORDINA,T�S ;TAMPED ON TOP � �,�,,I '�� c� t � �• SEE LEGEN ,• LA T7711DE: 4524 09. 18405 N OF .SLAB o �0" - , , /�� � � � -` I.iR10GE. � � 1 ` � NO. DATE DESCRIPTION l�> GROWTH CABINET LONGITUDE: 12245'50,75260" W �� I I SET CONDUIT ON �• `�IV, 4 NAP 83�T,ATF PLANE. C�INA1�� 12" LONG P.T. 4X4 �� 78.33 ?_/lb/96 I ZONING REVIEW SLEEPERS. FASTEN �E3 , NORTHING: 640 955.360 FT. j \ OE CABLE COVER ASSEMBL.'Y cONoulr To I , E'ASTING.: 7,620,350. 720 FT. SLEEPERS W/ MTI_ � \ � � � � ,� % B 4/10/96 CD REVIEW STRAPS TYP. OA 4/24/96 CD PERMIT SET 11 EXCAVATE FOR UTILITY TRENCHES AND SHORE 2-1/2" GRC I - ---` — TRENCHES AS REQUIRED. STOCKPILE: EXCAVATED 16. EXPOSED STEEL SHALL BE FAINTED CONDUIT I / 1� 5/7/96 CD PERMIT SET ALL CONCRETE WORD SHALL CONFORM TQ `� � � a = I j `� . ,'' , NATIVE MATERIAL FOR USE AS BACKFILL. PRO- WHEN NOTED ON DRAWINGS PER REQ POWER & TE CO I j ----- _ - _' ,�, �. ASTM C33 AND ACI 318. DETAIL REINFUP.CING BELOW RUN ABO GRADE �;. / --4 _ IN CONFROMANCE W.1H ACI SP66 VIDE BEDDING MATERIAL AND BACN.FELL IN 2 INCH I - LIFTS, COMPACTING EACH LIFT TO 95% MAXIMUM A. FERROUS METAL EXPOSED SEE 4 � + � �^R ___ � FAIR ``' I � EXISTING AV;IN� :��'' �; �� / NO SPLICES OF REINFORCEMENT SHALL BE MADE DENSITY PER AASHTO T-99. DISPOSE OF EXCESS TO VIEW I FECU RE ,E-1 � • , �, BRIDGEEXCEPT AS DETAILED OR AUTHORIZED B'i THF MATERIAL OFF SITE. 1) PRIMER: FELT. SPEC. SIDE • , I 12 -0 MI(.-H ARCHITECT. LAP SPLICEti, WHERE. PERMITTED TT-P-664 SYNTHETIC � •W f• SCAE;. . 1 ?�. � �,, SHALL BE A MINIMUM 01-30 BAR DIAMETERS 1. GRAVEL: CLEANED, WASHED, CRUSHED ROCK PER RUST-,NHIBITING /� OSHD SECTION 02630 HAVING MAX OF 5% PASSING 2) FINISH FED. SPEC. j - NO. 200 SIEVE. TT-P-4$9, TYPE 1 E 1 . , i PROVIf�E ALL ACCESSORIES NECESSARY TO METER BASE -- \�����, = CLASS A, ALKYD TFLCf AZLEY SUPPO REINFORCEMENT AT POSITIONS ' SHOWN ON DRAWINGS 13. UTILITY DETECTION WIRE AND TAPE: ENAML.L, COATS SEE ,� I- '��-- -� .� 1` _ •� _,•,J.-. a �' NEW GATE �' PLOWMAN � WIRE FABRIC REINFORCEMENT MUST LAP ONE A. TAPE; 6" WIDE X 4 MIL POLYETHYLENE WITH .,EE✓1, I I �i � , i 5'_0" • (2) 4 -0" ;/ ATKINSON , FULL MESH AT SIDES AND END LAPS SHALL PRINTED WARNWG OF TYPE OF BURIED UTILITY. g. ZING-COATED METAL EXPOSED � O' �`. LEAF ! � "IDENTOU�IE" 8Y BRADY, "PROTECT-A-LINE" J BE TIED TOGHETHER. TO VIEW: ` I -"` .• •' '• '`� ...------------- SEE 1 2 �_. CY THOMAS & BETTS OR APPROVED EQUAL, 1) PRIMER: FED. SPEC:. I ,• - -------�_ ___ Architects A.I.A. 5. ALL CONCRETE SHALL BE PORTLAND, TYPE 1 COLOR CODE AS REQUIRED BY LOCAL UTfLTI Y. TT-P--664 GALVANIZED METAL. 1 -D T_ { 7' - f, 4'�Q' A .3 a-3 2701 NW Vaughn CEMENT WITH A MINIMUM 28 DAY STRENGTH ) - "�"`"- -- - _--' 118 2 FINISH FED SPEC'. � 1 Suite 764 OF 3000 FSI. CEMENT CONTENT 517 LBS/CU. B W!kL-' 46 GAGE VINYL COATED COPPER WIRE TT-E-489, 1 YD. SLUMP: 2"-4" MATCHING COLOR CODE OF LOCAL UTILITY TYPE 1. CLASS A, ALKYD -� '�� ._,_. PROPOSED Portland; OR 97210 ENAMEL, 2 COATS 3 I i - . ' ACCESS 503 274 7'800 ALL CONCRETE SHALL BE DESIGNED TO .4 �-- �- .EASEMENT MINIMUM AIR ENTRAINMENT OF 6%. 14• GRAVEL PAVING: CONSTRUCT IN TWO LIFTS. BASE 17 PAINT ALL EXISTING SURFACES OF E-1 I _ COURSE, 1-1/2" MINUM GRAVEL, DEPTH AS REO'D. INTERIOR ARE DISTURBED B'► � I • •� / - LOCATE TOP OF ALL RONFORCING STEEL SHALL_ BE GRADE 40. FINISH COURSE, 3/4" MINUS GRAVEL, 4" THICK. CONSTRUCTION OF- THIS CONTRACT TO I I / SIDEWAL!•• +2 PER ASTM A 615 COMPACT EACH LIFT TO 95% MAX. DENSITY PER MATCH EXIST. CONDITION & FINISHES. I � A801�E ADJACENT" AASH TO T-99 { •• • GRADE CROSS PROJECT MANAGER FOLLOW REQIJIREMENT5 OF ACI 306 AND 605 18 SUPPLY ALL SPECIFIED COAX SUPPORT I • ' SLOPE 1/2" EAST FOR COLD AND HOT WEATHER CONCRETING HARDWARE AND ANTENNA MOUNTING NOTE, PRACTICES AS THEY APPLY 15. ALL EXPOSED .STEEL OTHER THAN UNISTRUT, .,HALL HARDWARE WITH ALL MISC. BRACKETS, t I { _ �,� -REPAIR ALL LUCENT TECHNOL0131E8 BE GAI_VINIZED FASTENERS, & HARDWARE REQUIRED J LAWN AREAS AND BECHTEL + STEEL FOR A COMPLETE INSTALLATION AS t I I DISTURBED B'r" ALLIANCE A. ROLLED SHAPES & PLATES: ASTM A36 A GALVINIZING (GALV): HOT-DIP METHOD, PER ASTM LANCE A153-82 REPAIR MATERIAL GALVANIZED METAL: IN SHOWN ON DRAWINGS. I h; I I WORK OF THI`,. B. STANDARD WEIGHT PIPE: ASTM A53 POWDER OR STICK FORM MEETING REQUIREMENTS t CONTRACT [ x I JT• , C. NUT Ar BOLTS: ASTM '307 OF MIL-P-21035 OR rED. SPEC_. O-G-93, AND I �" E FXIST, D. GALVANIZING: HOT DIP PER ASTM A153 BE ZRC ZINC COMPOUND, PRODUCT OF SEALUBE . . . . ``}r NEW BROOM EOUIP.I P. ��AR I SPRINT E. WELDING: PER ANSI/AWS D1.1, GRIND AND COMPANY, WAKEFIELD. MASS. 01881: OR 'MCO K N J BUFF ALL WELDS SMOOTH. I { 'FINISHED CONC. r- SPECTRUM ,ALVANIZVNG COMPOUND, PRODUCT OF AMERICAN i �. STRIP AREAr. UNDERLYING GRAVEL PAVEMNET, SOLDER AND FLUX COL., PAOLI, PA; OR AS i I { .�• � SIbrWALk 4" THICK S H E LTE R )E R\/ICE YARD LIMITED PARTNERSHIP APPROVED. I I • � ON COMPACTED PCS INSTALLATION AND SLAB FOUNDATION TO A DEPTH + ' I GRADE W/ CONST. PROJECT (�r SIX INCHES. EXCAVATE 'TU DEPTHS REQ'D � / :10!NTS c� 4'�0 I � TO ACHIEVE FINISH GRADES NOTED ON DRAWINGS. " COMPACT' TOP 12 INCHES OF SUB(,RADE TO 'aH% I � ( . •. /' • • • • . O.C. (TYP.) ! { MAXIMUM DENSITY PER AASHTO-T99. DISPOSE OF I '. EXCESS MATERIAL OFF SITE. 517E 1 NAME i110 AVING DURHAM �A 1 S 89' 54, 20" w , ')5. - ji � _.--� ��.1_T�_7 T��!!'.._.�t�,�l��LS�L�_1��•,� •e�.,�..�.ter•.�,• .� I OREGON PROJECT '-f -"- EXIST. LA1TICE. TOWER I ` EXIST. 6' FENCE t I I 1 O � I � I 4 , AREA - r� , - REP IR SITE NUMBER J .I I IAw AREA ' I i LQT -tN--"1 1-,�' I I ° QT NO. 104 ;�, DISTURBED BY ---- ____--------------J r1 1 WORK, OF THIS � . " CONTRACT ( J CAS-041A 1t7' EXIST. EQUIP UNDEPGROUNp - t- ,HFLTER FXIST. POWER FEED �_.. j t' BUILDING c,� I I �• UNDERGROUND i EXIST. :1 t ` I I �• ..•• ., o SITE ADDRESS TELCO FEED PARKING & t , SERVICE YAP'' 1._� --. — i.. --•-- _ _ ._- - - -- --- --- -_. _. __ __ .__ __ _ .__ _ __ — ._ __ __ _ — — — -- ,-- — _ _ — — _ — — --- —. _ __. _ -._ — _ __ -_ _ 1 SANITARY,— WATER ANITARY, — J 7 — -- r'• \ I i 7 16295, 8W 86TH AVENUE .,aNiTak, , � WATER & STORM \ � ) ° WATER & NORM U +� ' WATER COLLECTION TIGARD, OR 9'7223 . WATER CO EASEMENT�, --- — - �,� EASEMENT I ' I EASE:ME NT ,• - r , . . . . . . . . . . . . 1.,i_ - ---- T. r✓owEh & ' I i J �., -- . -- r�) _ SHEET 71TU -EXI; y I _ ��• \ TL:LEPHON':: LINE_, I SITE PLAN AND a, \. N 89' `•4 2U'• F: 225' SITE ENLARGEMENT �� --4'-0" SIUf WALK. I � �� N PR0170SED Ai;f'F ;c; 1 -6' "8'-0" EASE ME NT I LSZL NU. - - SHEET NUMBER TNNN 2 ENLARGED SITE PLAN _ SITE PLAN Aml SCALE: 1 /4" �.9613A001 1/g 851h Avenue, 18295 SUP 96-0267 12 of 18 r 11' this notice i :wars dearcl. 01:111 the docunr�•111, the document i5 of 111.11-gin:►I qual:;y, �c IIlI1��1 1111 II 1ijillI11 1 111'111p1111 11111111lI;11111 1111111111111 1111111111 ' ill I I1111111ilill ► I1IIIIIlIIIII IIIl11I�►I111 �IIIIILJ�ii �1 1: �J1Il ;#�# I #11111 1111► I IIIIIIIIIIIIiiti IIf111111 Itll�iti►1t1 . .f� I!11�111t fit�lltl iIIl111tt IIUIIIIIIIIIIIIIIIIIIIIIIIIiIIiIl11IIIIIlI11111!11,lllnulunlull��nlll>�u4 X IlII111II11lIIIIIIIIuIllluutlul{�II�unllul ��Irl�ul��ailllti{ I�IC!l�iil�fttrll�� � �- . • 11IIIf111 1 , z SSLP (4) —a" PANEL D - ____ __-.___ _/�___ _ PCS COMMUNICATIONS ANTENNAS PER -- COAX LENGTHS -- _ TWFt.VFACE E)OTaL (,F �\`' \` _ -- — 7M SW MOHAWI(, BIG F w0' SECTOR 120' SECTOR >40' SECTOf? TUAIATIN, OR 7!062 • 122.^0„ 120'-0" EN M. N.PL TN MN tI' PU lLAND, OREGON AZIMUTH �� Co F REVIS'ONS ILI NO. 1. DATE DESCRIPTION _, - LXIST. PANEL / A \ 2/16/96 ZONING REVIEW ANtENNAS EXIST. PANEL ANTENNAS 4/10/96 g CD I2EVIEW / Ao 4/24/96 CD PERMIT SET+— tIlkELEV. RAD .ENTER OF ANTENNAS _ Q 5/7/96 CD PERMIT SET ' 278.4' . ELEV. PAD CENTER OF ANTENNA; 278.4 - - - _- 1 C Et, I \ i•' I (4) 5'-4" PANEL ANTENNAS PER PANEL. I FACE (TOTAI. OF I f ---- ANTENNAS PER TWELVE) / FACE (TOTAL c>F GAZLEY -- I SCEC4 i i / TWELVE)EE PLUIf�I�AN �ELEV. VIAD CENIER OF AN tENNAS _ I A_3 A-_�� 4 11 N./ 260.0 -` E LE V RAD CEN TER OF ANT NAS _ - A'II N��ON 60.(1 --- �, Architects A.I.A. 2701 NT Vaughn \ Suite 764 Portland, OR 97210 503 274 7800 I w A_ \ PROJECT MANAGER r K. (t 21 + �' LUCENT TECHNOLOGIES COAX CABLES AND BECHTEL TO ANTENNAS ALLIANCE � I \ / EXIST. (12) SPRINT 10 ' COAX LATTICE— COAX CABLES SPECTRUM CABLE MOUNTING TOWER TC, ANTENNAS LIMITED PARTNERSHIP PCS INSTALLATION BRACKETS c- L \ A LATION PROJECT w I C� I G .� EXiS f ^J ' SITE NAME on LATTICE---, ti TOWER ru G _ \ DURHAM C) TIGARD OREGON c SITE NUMBER rO C a MPUNTEDEONA _ CAS-041A C PRIMARY RADIO C -0 HIGH HAIN LINK EQUIP. ^ --- CABINE E , --- FENCE 1 (:ABINE T N SEE EXISTING �3 EXIST.EQUIP. 6' CHAIN SITE ADDRESS -- - EXISTING EQUIPMENT COAX ("ABLE SHELTER ` LINK FENCE SHELTER BRIDGE ---, CABLE - SEF (:RAIN-LINk j \ SEE FOl IIPMEN f BRIDGE 1 FENCE 9 I EXISTING �j�� � A�3 \ CABINL I-) CHAIN--LINK- SEF 9 A. -3 � � __ __-- 18295 8W 85THAVENUE FC N I:F 1 --I _ \ EXISTING TIGARD, OR 87223 _-- 1 -- - -- -- -- - ( CHAIN-LINK - _ - F ��, IL E CE o _.� - �� _ ,/ F N SHEET TITLE nn ! I -PROF, ''a PROP LINE !I �� r `� UNE QQ1 .(' ELEVATIONS AND UTILITY - GPS ANTENNA a 178 AZIMUTH PLAN I cv � I� ��„ o I PEDES!• --------MOUNTED ON i.__I�,. � c q�; SEE2 PRIMARY RADIO 2 SHEET NUMBER m C'ABINET'S A-3----- U"tlLl tY PEDESTALI E-3 1_ NORTH E:.[�VATION SEE 2 _ EAST ELEVATION q__` SCALL.- i �'� -- ► ; �,� E�--�� A--2 SCALE.: 1 /8" -- 1 '--0" Am2 `J I Ln I 9613AO02 +� I 85th Avenu... irp95 13UP 98-0?r.; 13 of 18 • ..u "- -.__+rte...+............. ' If this police ,appears clearer 111;111 file docunlenl, the document is of n1arl;inal 1'i�C�l���l� l�l� �{_�.�f�����ii. � tai{�I�l►Ili i Jill 11111i ►I�lil+l,il1lU1 11iJfi11111111i1i1111 11111�1 1i1il11i1i1ii ilililtIIlIIrWI�ItI11►I!pt !NOM MADE IN _ en, C ��{,I�ilfllllll�fill lil(�Ili( illt�hlt 11 --ffi (1111i�f f,i �i iitil�ii� I►iihnilinilinil�nil�iiil�iiilliii�iii!Iiiiiliiiiiiniliiiiliiu!�ii�liliililillii!IIlin�lililtnlllilillilillili Iilllllll IIIIIlllllllli�ltll 1111ritit tli�illllitij�iit 24X-,�1T�t ! � � InIIr11I STRANDS OF BAR ED MARE MOUNTED ON KNEE _ 12'-0" _ _ SSLP ACE AS SPECC IFIED tKNEE BRACE TO OUTSIDE) A 3 ' 1 3" DIA. STD. -. 3'-10" W10'-0" 8'-0" GATE ------- STEE PIPEL }- ---^f f-- -- — CROWN TO a PCS COMP UNICATIONS DRAIN A-3 _ _ p2 n/0 SW MOHAWK,LG f - TOP RAIZ ABOVE GRAD lu"•K OR 9706 i I BRACE BAR ++ —CHAIN LINK FENCE MIN /6" MAX. � , M1 •-.�..-?'1--a_- i_ #3 _i ! !AREA 9 18" O.C, ANTENNAS CRODW AN 4 "6OMPOUND OR PROJECT e W/ p3 TIES (4) 5 -4' AD e4C® GUY ANCHOR (2) 12' LONGTO ; $ � TRUSS OR FXISTING \ 1 12' } - ;- Y.N.PL TENSION ROD ii ii STRETCH BAR GRADE i OVERLAP CELLULAR V ® 18" O.C. {]i PIPE MOUNTEDMAT �� +.'. 36" O.C. j# ----- BOTTOM IR" DIA. FOOTING 6P GATE _ ) { PORTLAND,& CORNER POSTS {{{ jj }}} ,k TENSION WIRE � CONC. FOOTING TYP, CROWN TO DRAIN TYP. CRUSHED/STONE �O 12" DIA. FOOTING A LINE POSTS 24" DIA. PIPE MOUNTING 0 F ' tI -_-- -- KITS W/ PIPE & (2) PIPE MOUNT ), ' NOTE: BOTTOM OF FOOTING MUST BE 6" BELOW FROST LINE � � 2) 12'-0' LONG BRACKETS TYP. n. v CELLULAR LLNEBAL.J4OTES FRAMES PER FACE - (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900) - COAX 1 GAIL POSI & CORNER POST: 4" O.D. PIPE 9.11 LBS./LIN FOOT-ASIM-FIOBi CABLE JUMPER REVISIONS 2. LINE POST: 2-1/2" O.D. PIPE, 3.65 LBS./LIN FOOT-ASTM-F1083 /-7N\ FENCE / POS 1 COAX CABLE DATE3. GATE FRAMES 1.90" O.D., 2.72 LBS./LIN. FOOT-ASTM-FI083 4. TOP & BRACE RAIL: 1.66 O.D. PIPE, 2.27 LBS/LIN FOOT-ASTM-F1083 A-3 SCALE: 1 /2" = 1 '-0" A-3 SCALE: 1 /2" = i'-0" COAX 140. DESCRIPTION EXIST. _ _ SUPPORT 5. FABRIC: 9 GA. CORE WIRE SIZE 2" MESH, FABRIC TO TOUCH GRAVEL BASE LATTICE 12 BLOCK 6. TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL - TOWER A-3 A 2/16/96 ZONING REVIEW 7. BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WARE TO MATCH FABRIC W EXIST. LATTICE " 14 GA_ 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS I TOWER g 4/10/96 CD REVIEW COAX CABLE _ COAX 8. CANE LATCH. 1-3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE ATTACHMENT LADDER CABLE QO 4/24/96 CD PERMIT SET CENTER CATCH TO HOLD LADDER GRIP STRUT ���` Q 5/7/96 CD PERMIT SET 1 GATE & PANEL SECTION DETAIL To CHANNEL �1 FNI_ARGF NORTH ELEV. SIDE VIEW a-3 SCALE: 1 /4" = 1 '-0" SUPPLE PIPE — — SUPPORT CHANNEL (_4__), ANTENNA ATTACH. ELEV. - 3'-0" O.C. NOTE. 10'-0" 4" GRAVFI A-3 SCALE: 112" = 1' VERIFY EXACT _ - LOCATION OF CONDUIT 1/2" RADIUS (2) 12" GRIP STRUT - - - STLIB OUTS W/ EQUIP. MANUF. TOOLING ON PIPE HEADS TOP - EDGES ;TYPICAL) COAX CABLE OF POSTS 11'-6" TYP. ANTENNAS DIM. GAZLEY - #4 BARS 0 12" O.C. E.W. 9 INSTALLED -- -1 PLOWMAN 7 (3) FUTURE —3/8" THREADED 4 A-3 a BURKE 4 TON ROD & P1000 A-3 ATTCINSON - . 33_-0 GALV LIFT INSERTS 3'_p" BROOM FINISH -- - - - (2) SET SREWS --- -r - r- - -• -- r- --._� - UNISTRUT AZIMUTH 0' TOP . . = - It SURFACE __ (TYPICAL) (2) 13'-0" LONG - ----' --' '' - SPACE ® CELLULAR PIPE FRAMES A1o6itletD A.A CHANNEL 3'-0" O.C. I MOUNTED 0 48" O.C. 2701 NIF Tau& n (14) SPACES 12" 14'-0" i' CIO X 15.3 MTS, MT-480 PIPE MOUNTING - „ CONST. NOTES ' _ (2) PIPE OUNT - W/ STABILIZER OAR $bj(A 7G BRACKET EA. TYP PorfLnd, 06 87210 PRECAST PAD TO BE PLACED PRECAST SLAB SECTION 509 2" 7800 ? ON 3" TO 6" OF 90% �� �� COAX BRIDGE DETAIL CONC. I COMPACTED 3/4" - 1 _ A-3 SCALE: 1 1 /2' = 1'-0" A-3 CCALE: 1 i 2' SLAB ! 1 p CRUSHED ROCK / / \ LEVEL ROCK TO 1/4"1 OUTLINE oil OF EQUIP. 4` GRAVEL CABINETS . --- PROJECT MANAGER BURKE 4 TON 1/2" RADIUS 6 TOOLING ON GALV A_3 EDGES (TYPICAL) B PREMANUFACTURED 3 I LUCENT TECHNO!.OGIES LIFT INSERTS ssssewl� A-3 SIDED SECTORED \ AND ALLIANCE#4 BARS 0 12" O.C. E.W. - STANDOFF MOUNT III PRECAST SLAB STRUCTURAL NOTES, °v 2'-0- BURKE 4 TON SQUARE 'I I. CONC: 28 DAY COMPRESSIVE STRENGH F'C =450OPSI - ri,r- GALV. LIFT INSERTS— 2 -0 SUPPORT RAILS I \ W/ 6� ENTRAINED AIR. ---�----r----.-----.- -.----, . MTS, MT-480 NOTE: I SPRINT FOR ANTENNA ORIENTATION 2. REBAR: ASTM A-615, GRADE 60 � A-2 � I - PIPE MOUNTING KIT SPECTRUM '. -- J- ------- --_--`-_-_•----�- --`- (2) PIPE MOUNT LIMITED PARTNERSiBP STEEL: ASTM A-36, GRADE 36 - --- -- -- --- SEE AZIMUTH PLAN 3 A0i / BRACKETS EA. TYP. 4. STEELGALVAI TNG: ASTM A-123-89 & A-153-87 (HOT DIPPED) '� q PCS INSTALLATION 5. STEEL D SIGN RISC MANUAL OF STEEL CONST. 9711 ADDITION. 1O 6. CONCRE DESIGN ACI 316-89 BUILDING CODE, ASTM C-857 COAX CABLE Py\�O�N MU PROJECT PREMU STRUCTURAL DESIGN LOADING FOR UNDERGROUND 6" (9) SPACES 0 12" = 9'-0" 6• SUPPORT I O PRE- AST CONCRETE UTILITY STRUCTURES BLOCKS (2) �2) CELLULAR �S RECAST EQUIP. SLAB 7 PRECAST SLAB SECTION MTs, CHB 158 IPPE FRAME A- SCALE: 1 /4" = i'-0" SCALE: 1 112" 1'-0" 1/2" U BOLT o / \\� SITE NAME H / MTS, MT 353 PIPE MOUNTING KIT (2) PIPE MOUNT v � ' BRACKETS EA. TYP. -MOUNT GPS 10 3" DIA. STD (2) CELLULAR PIPE ANTENNA TO TOP COAX MOUNTIN A-3 PIPC COL. FRAMES DURHAM OF PRIMARY RADIO CABINET BANDS F CELLULAR PIPE FRAMES- -- -- � oouNVERTae" TIGARD, OREGON 3'-0" 0 C. , ® 48" D.G. TN M N 517E NUMBER MTS, MT-201 20 R � \ ., COAX CABLE BRIDGE —\ CROSS BRACE--'---- W1 RACE W/ 1 1/2X1 1/2 X 3/16" ANGLES BOLTED ® a COAX CABLE ENDS W/ 1/2" BOLTS N I A 3 ANTENNA ATTACH. PLAN CAS-041A COAX O.C. .3' _`� o ------1 BOLT ®- SUPPORT BLOCK CROSSING W/ o - TOWER 1/2" BOLT n - SITE ADDRESS EQUIP. CABINETS 20 R FACE BRIDGE COAX CABLE— COAX CABLE SUPPORT ANDREWS COAX BLOCK TIGARD, OR 07229 10 BLOCKS (2) SUPPORT 16206 SW 86TH AVENUE T A-3 MTS, CHB 158 _ _ - u, a / SQUARE O�O O 1 SHEFTTFfiE COAX SHROUD 480 ci O O O'O O O GROUND WIRE IN EQUIPMENT AND '. TRANSITION SEE A-4 o SUPMTSPORT RAILS e-3 INTERMEDIATE o , PVC CONDUIT 20" POST R - - - - I CONSTRUCTION N ! CONTINUOUS UNISTRUT P1000 UNISTRUT P1001- CROSS PIECE DETAILS CROo DRAWN TO 3 SUPPORT RAILS ___ _ 0 36" O.C. 4 AND SPICE PLATES ' - - - I - - - SHEET NUMBER 18,_0., 19EXIST. LATTICE 1 OWER _ SG -0" 1 (VERIFY) 4'-0" IN. VERIFY ! 2 -8" MEMBER - 10 COAX BRIDGE 1 COAX BRIDGE —--- ----- ---- 9 COAX ROUTIN ELEVATION a-3 SCALE: 3/4" = 1 '-0" — SCALE: 3/4" 1 -0A- SCALE: 3/8" V - 0" ti 9613AO03 ; �+ Avows,18208 sup ;.: euA ee.oze>' 14 ory8 IF t11i., notice appears elcarer Ulan the document, the document is of mnr%imd qualay. !III!Ili►1!I ti.�# (IIaIII�IIIIi nilili�illll ! rlll!I!�II(�I !�!I!I!�rl!I! !I!lil!�!lili iUl�ll�l1114 111 1111: 4ilil! C nhnl Ilh to ul..nn 24X v� r I SSLP FOR EOIJIP. FLEVATiON SEE '�2s COMMUNICATIONS T T E_3 MO SWM"WK,, BIG F TvAta►11H, OR 97862 3' X 3" ALUMINUM POSTS II I TYPICAL OF 2, 9 4 w i ALUMINUM BACKPLATLS. �� 1f i EVEN Y. N.PL `-- -� UNISTRUT CROSS MEMBER. I I PORTLAND, OREGON FINISHEC? ,RADE I ' _ -__ _.L ( 0P v� T- _ _ - __ ,�--�T-- - .T . I Ildl REVISIONS I I I I ! IU I I lU I — - NO. DATE DESCRIPTION c I ! ! CONC FOOTING L -_ _ J _—L " Jr' TYPICAL EACH SiDE. LA 2/16/96 ZONING REVIEW _ +� 4/10/96 CD REVIEW L0,` 4/24/96 CD PERMIT SET 1 POWER/TELCO BOARD - FRONT ELEVATION Q 5/7/96 _ CD PERMIT SET /�-4 S(_AI-F. i j/2� = --(; 1 (STRUC TURA;_ DETAIL - El-ECTR I GAIL EQUIPMENT NUT SHOWN) 1 C-� 2" OVERHANG TYPICAL EACH SIDE GAZLEX PLOWMAN 12' O'JERHANG --- - - ! USING 1/4- A TKINSON ALUMINUM PLATE Architects 2701 NY Vaughan Suite 784 Portland, OR 97210 503 274 7800 5' X 4' X 1/4" -----��/ ALUMINUM BACKPLATES. �I 3" X 3" ALUMINUM POSTS - I PROJEVT MANAGER TYPICAL OF 2. j LUCENT TECHNOLOGIES AND BECHTEL ! ( ! eI ALLIANCE i ilal SPRINT SPECTRUM I I I 4.. _ CONCRETE FOOTING LIMITED PARTNERSHIP PCS INSTALLATION PROJECT mwj 2 ROWER/TELCO BOARD — SIDE ELEVATION SITE NAME v� P'1, !RAI- hL i A I I LLECTR I CAL EUIJ I PMENT NOT SHOWN U t DURHAM 4 UNISTRUT - -- --COAX CABLE TiGARD, OREGON C7 P1001 SUPPORT a r' ____LADDER RAIL SITE NUMBER x AIL UNIS�1'RUT P1001 ro DRILL & 301-T THROUGH �+ UNiSTRUT CAS-041A LADDER RAIL nj COAX m SUPPORT-- BLOCK UPPOP,T BLOCK SiTE ADDRESS t �, ti CL 16295 SW 65TH AVENUE TIGARD, OR 97223 CTt 20 GA GALV STEEL SHEET TiTLE _SHROUD COAX 1 t; �- TRANSITION COVER EQUIPMENT \� DETAIL SHEET NUMBER COAX 3 COAX SHROUD TRANS. ,A-4 SCALE N' 1 cn 9613AC104 1/8 ' L c• 86th Avenue 9UP 98.028i 182es 16 of in If this notice appears Clearer (11,11 the document, the document is of m,11-ginal �l l�l �ll�ji��j!{ +I{l{l I{i ##!�I{l{I I IJ1{III,I�I�I�I f�ljljl�llljl I IjljljlllJill' f Ijljljllljijl I ijljljl�ijl11 I1ijljl�l1l1l I III{I�i�l�l�l1 l l�i�1� { �"� k ��l�l�l�l�l 'i�I�I�iIIIfIi�I{iii ill►iiHil111i�HII i �lli1�IN tj�l (titjllii iinlniillliiliiiiliiiill�lihililnlniiliiiiliii�� ilii+liliilllilllllllitllllillltilllllllllllllllllllllllltll Iifllilll INtII!iiIINIIIiN fllffillf' i111lilftllttl f� ��it '�i�i►Ill►tll SYMBOL PANEL SCHEDULI_ ELECTRICAL T TRIP AMP. p CA DUPLEX RECEPTACLE 1P20A WITH GROUND- _- - -- -- - --- - --- __ __-____ -- - — _ SSL FAULT CIRCUIT INTERRUPTER, +16' AFF P POLES PANEL. EQUIPMENT CABINET BUS......IODA VOLTAGE.... 12Q/240V, 1PH, 3 WIRE 16000 WITH WEATHERPROOF BOX AND COVER. !PART I -- GENERAL 'SEE: DETAIL. 'i A AMPERES FEEDER....SEE POWER RISER MAIN BRI(R: 100A _ mOUN'tINC.... (SURFACE) PCS COMMUNICATIONS 1 . PERFORM ALL VERIFICATION, OBSE.RVA11ONS, TESTING, AND � IT BREAKER - — � - EXAMINATION WURh, PRIOR TO THE ORDERING OF THE E_l_ECTRIC:AL _ C 8 C IRC i•1 E EIREAKER LOAD LOAD BREAKER 7170 SW MOfIAM UG F EQUIPMENT AND THE ACTUAL CONSTRUCTION ISSUE. A WRITTEN _�_� PANELBOARD, 120/208V, 3 PHASE, 4W U.O.N. I SUN UNLESS OTHER - CKT NO CIRCUIT DESCRIPTION POLES/AMPS VOLT/ALPS PHASE WATTS POLES/AMPS CIRCUIT DESCRIPTION CKT NO TUMATM, C* 97062 NOTICE OF ALL FINDINGS TO THE PROJECT MANAGER LISTING ALL F L.UH SURFACE: WISE NOTED - - MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. CB1 PRIMARY CABINET 2/20 1440 A 1080 1/15 TOWER LIGHTS 2 VERIFY EQUIPMENT AND INSTALLATION HEIGHTS WITH OWNER PRIOR i t3 TO INSTALLATION L� PULLBOX, SIZE AS REQUIRED (NEMA 3R IN WID WEATHERPROOF C83 1440 B 1440 2/20 GROWTH CABINET 4 OUTDOOR APPLICATIONS.) CB5 SPARE 240V 2/20 0 A 1440 6 3. THESE PLANS ARE DIAGRAMMATIC ONLY; FOLLOW AS CLt)5; 7 A AEG ABOVE FINISHED GRADE C87 0 B 1080 1/20 INTRUSION LIGHT 8 POSSIBLE. �-] ANTENNA LOCATION - SEL DETAIL i CB C-PS2. 2 2/20 1440 A 1080 1/20 CA ODUT 1.0 --� 4 PERMANENTLY TAG EACH CONDUCTOR OF EVERY SYSTEM IN EACH �� t,E) EXISTING TO REMAIN ,4 �� �sF CB11 1440 B 1440 2/.o CPs2-1 i2 �Q PROF F'ANELBOARD, PULLBOX, J-BOX, SWITCH BOX, ETC, IN COMPLIANCE FOR ADDITIONAL REQUIREMENTS. '- O � � t t+ F �� (813 CPSt-1 2/,.0 1440 A 1440 14 C• E WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), I (815 1444 B 144+0 2/20 CPS2-•2 16 � 4' 5 PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, PROVIDE FURNISH, INSTALLED INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A � ^ -41BRANCH CIRCUIT HOMERUN TO PANEL. AND CONNECT CBI SERVICE OUTLET 1/20 1080 A 1440 18 / CUMPLETE ANO PROPERLY OPIFRATIVE SYSTEM ENERGIZED THROUGHOUT u 1 � C819 BACKUP CABINET 1 20 1080 B 1080 1 2 't�/�' � CONDUIT, 3/'1 - 2 # 10 MINIMUM. HASH- / /20 BATTERY HEATER 20 pRgaoN AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS _ UAC UNDER ANOTHER CB21 SPARE 1/20 0 A 0 FACE MARKS INDICATE NUMBER OF WIRES AND CONTRACT (823 SPACE 0 B 0 SPACE 22 pg4e 2. " OTHERWISE REQUIRED. SIZE OTHER THAN # 12, "G" ON HASHMARKS `/ 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT ---- ---- — - INDICATES INSULATED/ISOLATED OND. WIRD --- 0 ►q+, Ir{P CONDITION WHEN INSTALLED AND SHALL BE- OF THE BEST GRADE AND CONNECTED LOAD TOTAL LOAD .......N07S........... AND THE SAME MANUFACTURER THROUCHOUT FOR N.T.S. NUT TO SCALE EACH CLASS OR GROUP OF EQUIPMENT, MATERIALS SHALL BE LISTED UOUI--TIGHT FLEXIBLE CONDUIT LOAD PER PHASE: (VA) A= 11880 A= 13068 1. All breakers 10,000 AIC Min. S'- � 'C74, B= 11880 B= 13068 'J' WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET CABLE TRAY -• 6" X 6" X LENGTH AS SHOWN SCHED. SCHEDULE 2. Ground Bus WITH APPROVAL- OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL - GO`/ERNING BODIES HAVING JURISDICTION MATE RIALS SHALL_ BE NEMA 3R TOP ACCESSIBLE MOUNT ON 2"X64 LOAD PER PHASE (AMoS) A= 99,00 A= 1L,8,90 3. MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARD`, REDWOOD BLOCKS - MAX. 4'-0" O.C. OD GROWTH CABINET ET= 99.00 6- 108.90 ESTABLISHED BY ANSI, NEMA AND NBUF TOTAL LOAD (KVA) 23.76 26.14 4. REVISIONS7. L --I. CONDUIT ONLY (C.0.) SHALL HAVE A MEASURED PULL WIRE OR --A ANTENNA CABLING AND #2 COPPER GROUND SPARE CAPACITY 10.00X 2.38 DATE 3-15-96 5• ROPE. WIRE - S'-E DETAIL 1 AND GROUNDING OD GROWTH CABINET -- - - -- 8, PROVIDE PRO�L I:T MANAGER WITH ONE SET OF COMPLETE ELECTRICAL -2. - —� � - -- NO. DATE DESCRIPTION "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. NOTES FOR SPECIFIC REQUIREMENTS. C PRIMARY RADIO CABINET 9. DELIVER ALL TEST ORES, , ETC, , T PROJELS,CT CATALOGS, SHOP SHEET NOTE DEFERENCE - SEE SHEET NOTES CUT &. PAI�,,H TRENCH BACKFILL � 2/16/96 ZONINGREVIEWDRAWINGS, TEST REPORTS, ETC, , TO PROJECT MANAc;ER AT ,LOB 1 COMPLETION PER DIVISION 1 REQUIREMENTS. FOR [DESCRIPTION OF WORK O PRIMARY POWER CABINET - TO MATCH 909 COMPACTED - PARI 11 - PRODUCTS EXISTING INORGANIC FILL PER g 4/10/96 CD REVIEW IIJCLLID- �ASTM-L`--155? 1 ALL CONDUCTORS SHALL BE COPPER. PFB PROVISIONS FOR FUTURE BREAKERS, � ---- ---- LNG BUSSING AND ALL MOUNTING HARDWARE. OA BATTERY CABINET LO 4/24/96 CD PERMIT SET_- ?. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL '`��_ \ HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT RATIN(, EXCEEDING THAT TO Wh;CH THEY MAY BE SUBJECTED SAS NOTED ON DRAWINGS). AFF ABOVE FINISHED FLOOR TO CENTERLINE OF � COAX COVERQ�, _----"-" 5/7/96 CD PERMIT SET AND A MINIMUM OF 10,000 A.I.C. DEVICE. REAR OF CABINET 3 WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 4. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS U1ILITY VAULT NOTED ON THE DRAWINGS, MANUFACTURED BY SQUARE D C(; PAN� OR TF APPROVED EQUAL. 41879-15 ^ 5. ALL MATERIALS SHALL. EE U.L. LISTED. _ - KDA , UTILITY SERVICE - I ,w :��.; �1-- her-; WARNING TAPE - 6 CONDUIT METER. BASE POWER CABINE r-- ''" t 20/240 V. 3W A. RIGID CONDUIT SHALL BE UA. LABEL GALVANIZED ZINC CIRCLE AW 1 PHASE GAZLEY COATED WITH ZINC INTERIOR .AND SHALL BE USED WHEN 124TE3 ---` r;. TELCO LINE PLOWMAN INSTALLED IN OR UNDER CONCRETE SLABS IN CONTACT WITH PULL CORD 2 # � � .• /� VERIFY 3' C O I �r,•:,.,. . THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR 2004, 2P I �`''' =�^��r '�� ELECTRIC EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT FUSED DOUBLE - THROW ELL -- i - �- :r-- ATKINSON 2" C-- TRANSFER SWITCH '� )� SERVICE LINE ih'!TH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP ---' 'p PROCESS NO. 3, OR PVC COATED, 3-#3/0 AWG, CU. CUTLER HAMMER # DT224FRK _ `� Architects A.I.A. r G 1-#6 AWG, C11. GND ���, I "�---SAND FILL 2701 IVB V8 hu B. _LECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, GENERATOR RECEPTACLE COMPACTED TO � FITTING SHALL BE GLAND RING COMPRESSION TYPE EMT (THWN) _ _- t__ �- APPLETON PVC SCH 40 -� PER ASTM S�tP 764 SHALL BE USED ONLY FOR INTERIOR RUNS � A r #AR20044RS l 4�'• CONDUITS p-1557 Portland, OR 9720 C. FLEXIBLE METALLIC CONDUIT SHALL HAVE UL.. LISTED LABEL -bVERIFY SIZE 8' 1?" 6" - I 2" C- 1-1/4" GRC � 503 274 7800 AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS 1" PVC - 3-#3/0 AWG, CU. CONDUIT ABOVE GRADE f �.` _ ���� WITH LOCAL :,HALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL-TIGHT FLEXIBLE BY CONTRACTOR - --� - CONDUIT ALL CONDUIT SHALL HAVE FULL SIZE EQUIPMENT (1) #4 AwG,GND i 20o A 20o A� (THWN) WG, CU, GND II UTILITIES 24 GROUND WIRE PER N.E.C. 250-95. I _ D. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 240 VAC, 1 PHASE, 3W — EQUIP. MANE 2254, MAIN LUG NOTES: PROVIDE UTILITY WARNING TAPE AND (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 30" PANEL BOARD 12 - NOT CABINET SHOWN 'SIMPLIFIED DETECTOR WIRE PER SPECIFICATIONS BELOW GRADE COMPACTED TO 90% WITH INORGANIC MATERIALS _. —�- L ED PROJECT MANAGER POLE SPACES FOR CLARIT'4 OTHER PER ASTM D-1557. ___ .� W/ BREAKERS SHOWN CABINETS NOT SHOWN. STRAP CONDUIT MINIMUM 36" RADIUS RIGID STEEL 90 DEGREE 7 USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUIT; WITH COMMON NEUTRAL AND GROUND CONDUCTOR FOR LIGHTING FIXTURES. GFI DUPLEX _ — TO CONC. SLAB ELBOW. TYPICAL FOR ELECTRICAL SERVICE CONDUIT LUCENT TECHNOLOGIES W/ M TL. RECEPTACLE IN FU BOX r AND BECHTEL PART III - EXECUTION � TAYMAC �.- --�' 1-1/4" C' - STRAPS TYP. ALLIANCE 1. GROUND THE ENTIRE ELECTRICAL INSTALLATION A� REQUIRED BY ALL WEATHER PROOF �Oj1 100/2 � 2 POWER CABINET APPLICABLE CODES. COVER --, -� (3) #2 swG, cu 3 TRENCH SECTION 2. COORDINATE THE ELECTRICAL SERVICE WITH THE UTILITY COMPANY 20/1 20/1 (1) #8 AWG, GND COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY I I (THWN) E -1 SCALE: N. 1 ,S. E-� SCALE: N. T.S. SPRINT AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND SPECTRUM 1" C ALL. HOOKUP COSTS TO BE PAID BY CONTRACTOR POWER (3) #6 AwG, Cu � /'_,� I —�— I _�.—� --.— _ -- . —_ !— ._ — . - -. — � LIMITED PARTNERSHIP (1)-#8 AWG, CL', vND \,� _...__�`�-- CABINET GFI DUPLEX PROJECT I PICS INSTALLATION (THWN) �''-�%'_- RECEPTACLE AREA I . -?< �� -�' PROJECT POWER AND T LCCO INTACT SURGE IN TELCO � ,` ARRESTOR NO FES- CABINET EXIST -------� RAVEL---7 FENCE I I POWER TELCO JOSLYN PORTLAND GENERAL ELECTRIC GTE NORTHWEST #1265-45 -J ALL CONDUCTORS ARE STRANDED COPPER L_ O EQUIP,_ -�----T- --EXIST. SITE NAME 14655 SE OLD SCh+�'�LLS FERRY P.O. BOX 23416 � SLAB I I LAWN yBEAVERTON, OR 97007 TIGARD, OR 97281-3416 IR OU RED BY LOCAL UTILITYNSTALL PULL CORD OR AS ` CONTACT: LINDA ELLIOT JIM WIESKAMP I (503) 590-1226 ri-- ONE—LINE ELECTRICAL DIAGRAM Nom I <D> I r: (503)-620-5943 FOR GROl1NDINc' I I DURHAM E-1 -4 nl f rJ SEE 1 TIGARD, OREGON C METER PROVIDED B'r POWER E-1 I _- 0 I SITE NUMBER 41 CO. METER BASE AND ( - Q DISCONNECTS PROVIDED & In INSTALLED BY CONTRACTOR. SEE15� 2 O OE� - SET CONDUIT ON I T. 04 �� ( I CAS-041A a 2 SLEEPERS.12" LONG P FASTEN I 1- - o N � --POWER CABINET SEE E-1 CONDUIT TO I I OVERHEAD SLEEPERS W/ MTT_ I <B>11 COAX SITE ADDRESS POWER SUPPLYR ----TERMINATE. / O OO <�/ OO OO STRAPS TYP. 3 VERIFY EXACT �`�\I � ------I°� . `c;�'", I BRIDGE 173 E 1 = --- LOCATION - r„ CONDUJ,T I I IN FIELD �- STRAP CONDUIT TO cr TELCO RISER -------__` MIN. 6 1� I CON(. SLAB W/ MTL. - ABOVE GRADE I ' - EE POWER & O 162958W 85TP AVENUE IcN ,,,' I A-3 I f STRAPS TYP. TIGARD, OR 97223 rn I TELCO RUN =; U � ; CONTRACTOR SHALL PROVIDE - - UTILITY --- , _ I �- i n WEATHER TIGHT CAE' FOR 4 - VAULT i TELCO VERIFI SEE �; GRADE DIA. PVC STUB UP EXACT LOCATION E-1 7.5"R. I f' �, SHEET TITLE 66 _ I � ,.R NEW UNDERGROUND TELEPHONE SERVICE -----"-- -- -------- __ I 1/4" DIA. GRC METER SASE /-- PROPOSED IN 4" DIA. PVC CONDUIT SCHED. 40. -- - ---- - -- -` ��� - _ TELCO CONDUIT ABOVE GRADE SEE f 2 I I j" ACCESS ELECTRICAL PLAN SUPPORT CONDUIT ON 4X4 PT. ( - _�� I EASEMENT 36 MIN BELOW GRADE. PROVIDE FULL LENGTH 3 DIA. PVC CONDUIT W/ 1 1/4" DIA. GRC CONDUIT SLEEPERS TO CONC. SLAB E- 1 A-1 "� AND DET AILS I` PULL ROPE IN CONDUIT. VERIFY W/ LOCAL. MINIMUM 36" RADIUS -WITH 24" I - - GATE TELEPHONE CO. SUPPLY AND INSTALL BY RIGID STEEL 90' ELBOW MIN. RADIUS RIGID STEEL SUPPLIED L -1-� - --.�-- ,U ONTRACTOR c ; , , SHEET NUMBER �_ ..—RIGID FOR EL_C TRICAI. AND INSTALL EU BY CONTRr(TUR TO POWER CABINET D-1 ISEkVICE CONDUIT SUPPOR CONDUIT ON 4? 4 PT. SLEEPERS @ 6'-0 O.C,. T I /) (� I4" DIA. CONDUIT 90' BEND— INSTALL WARNING TO ;LAB �� I I V l v I I V -)UPPLY AND INSTALL BY CONTRACTOR TAPE 12 ABOVE I ! LLQ TE:. yE CONDUIT SEE PLAN 1/A-1 F r" FOR EXTENSION OF �-__.__- -----__--- ----- ._._---.------ -----�` 0,fjj 4 UTILITY SECTION DETAIL UTILITY LINES To r5 \ ELECTRICAL SITE PLAN ,a�5SW 20o `on,gnan«t EXIST. UTILITY SOURCE �� Beoverton, Oregon 97005 E--1 SCALE. N. I E-1 SCALE: 1 /4"=1 V-0" Phone (503) 644-8849 9613E001 FULL FAX: 503) 520-0840 851h Aveno" 162,95 13UP 96-02(;i 16 of 18 !f Ihis police Ippeal-s cle,u•er Ih,ut Ille (1ccumelil, the documenl is of mai-}yiiml qual.'kV. i � �����1. 11,�1�1J1l1�1�1�1 I�I�I�I►11111 11111!111Jill I I�I�I�lil�l�l I I �I�i�lll�lil I I�i�l�lll�l�l t i�lll�l�l�l�l I I,�L�1�1 11�I 1,111111111�1 'lilllnr,irtlhl�!411�Iilltl illtlill, ti `t�����tt ti�t�l Ilulllll Ilnlllllllllllllllllllllllllllulllllllllulllll IIIIIIIIIIInnIn1111nInIIInIIIuIIInnllulllllllunlllllllnl,llnlllu Illlhnlllnllirl� Ilulil>I ITt�lm�ll�t�i� � -t ► r III'I"II • 4� �s:•T�.m. .9f3N,u.Ff6 - ' '..11l�;" 'ai ":"NS2..,.1-SYR` :;r{ !: .,i6E1.a,.,.yJ' a � 1i " RdY! a''1lr� :��p.d.&d'.,.4n1 x;iii,a„ 2{Nxx-:4 .x_•se r .. - venw,cn. . .., ...—_ ._._._. _... _ .. __ .. ._. . ,- ,t• O GROUND ROD AND CONNECTION 1 - 1 TE l UNIRAGIOR TU VERIF � LOCA TION AND E_2 �-------------- GROI/ivi) MOUNTING BRACKETS EXTENT Of EXI;TING GROUND RING AT TOWEF' ,/ TYPICAL OF (9) -� NOTIFY PROJECT MANAGER OF CONDITIONS O GROUND CONNECTION TO GROUND BAR OR KING - 10445 SW Can Road ~ Suite 200 -� FOUND TO CONFIRM ACCEPTABILITY ------- PANEL ANTEi�iBeovowta+, Oregon 91005NA Peau: 503 6N--e8a9 SSLP ' 1 _ - TYPICAL OF (9) �' FAX: (503; 520-0840 PCS COMMUNICATIONS FOR GROUNDINU AS SHOWN BELOW. / 70 PRIMARY (1) GROUND BAR EACH SIDE Of MO SAN MW^ RG F O � COAX COVER BOX BY EQ. MANE. TUALATIN, OR 97052 1 / ANTENNA GROUND BUS --- COAX JUMPER TOTAL OF (2) GROUND EA. COAX TO BUS BAR. SEE CABLE T GROUND EA- COAX 7G BUS BAR `It Z-' i-� + -- GROUND EA. BAR TO EA. SIDE OF t)ROUND RING, — �--- -- 70 PRIMARY r ANDREWS GRND. STRAP' KIT E ANTCNNA GROUND r PI ` TYPICAL OF (9) 0 SOP &. RC;T TOf,1 OF TOWER l -- EQUIPMENT CABINET TYPICAL OF (5)jpw t` GROUND PRIMARY ANTENNA BUS GROWTH GROUND COAX TUWER GRD. BUS ROUND BAR o ?2 D .r. BUS ABOVE TO EXIST 4"c CABINETS ----- -- -----� INTERNAL G BRIDGE LEG BY CONTRACTOR _ - UT1LlTY' PEDESTAL 9�� -W� �- -- --- RING. SEECOAX 2 �- -' `:EE . 7 � I BRIDGE 8Y EQUIP. MANE. a 1F r 1 E.-2 TYPICAL EA. CABINET 1. (� 36 -t! 7 - -' - - - - GROUNDING KIT - PRIMAF'Y __._- ---- r ,_- -_ _ .._ - _ _-_ _ -. .._ ,. - _.., .� -. ._•. .._. _. ..._. ._._. - .._ - ._ _- ._,. � � E-2 FROM END OF I GROUND CABINET TO -. RADIO �"- EA. Sit�E OF GROUND RING -� d---- CABINE r � - - _ - COAX TO OVER TOP OF SLAB GROUND TO EACH --- j._____ { ) I ' � �� � BUS BAR 2 SIDE OF GRND -41 -EQUIPMENT SLAB +'u.AX CABLE `. - F._-2 RING COAX \\ FINISH GRADE �- - -j�=- - -0o-- - -- - — � BPIncE __ ___...___ _ CABLES � -- — REVISIONS POWER PRIMARY ~ - r ' I NEW TOWER GROUND ��x' ♦ ---1 PVC CONDUIT -- �- �- BAR GROUND TO NO. DATE DESCRIPTION i 1 EACH SIDE OF EXIST GROUND RINr,. I I #'? PARE STRANDED ♦o - j _ I I TINNED COPPER BATTERY 1. - I I GROUND CONNECTION I I I I -- - EXIST. I i t I I I I I A 2/16/96 ZONING REVIEW CABINETS I I I TOWER I ( I BY CONTRACTOP- �' I I I I 30" MIN. I I I I 4 GROUND B /10/96 CD REVIEW EXOTHERMIC WELDS --�- I I I I I I I I I TYPICAL ALL. UNDER I I RING DEPTH I I 9 I , �/ LEGGY PICAL /� I I I I I I GROUND CONNECTIONS. I / I I I ZL 4/24/96 CD PERMIT SET � � � ,-•�____ _- —. .___ --� __._. .._.. _✓ I I I I ---__ GROUND TOWER I 1 I � LEGS TO EXIST. I I I I I I I 1 S/7/96 CD PERMIT SET g � I I I ( GROIiNDING RING I I I I I -- --- '�_ EXIST. GROUNC -1--- I _ -- - .k -i.-. --_. --._,..- 1 /- t RING VERIFY ( 1 -� - -" _- __._ - `' -` - ..J-- III ,- ,♦ ! - ' �-"--�" I I II C I I I GROUND i CONNECT EXIT. - - � - - - - `--'r ` - - -- -'-" — " --- _ ;I � MIN. E-2 �� ,� � GROUND RING GROUND UTILITY METER & TELCO BA'-,F.. � \ TO NEW (- � I PEDESTAL BOTH GAZLEY EXISTING GROUND GROUND RING �'�-- GROUND ROD SIDES OF GROUND P�O��i�N LOCATIONS ARE RING RING, VERIFY pIAGRAMATIC �1 �`KINSON N LOCATION (_2__� RISER GROUNDING PLAN `� 1 R .yNL1NG PLAN E-2 BALL N. 1'.S. E-2 SCALE: N.T. S. Architects A.LA. 2701 NT Vaulhn to 764 I Portland, OR 97210 DOUBLE LUGGED CU ---- BF;.AIDED STRAP, CONNECTED N0. 2 SOLID LEAD TO ANDREW COAX 503 274 7800 BARBED WIRE � TO FENCE POSTS W ' TO EA. ANTENNA // I CU LEAD � GROUND KITS. TYP. OF (9). CADWELD CUfJNECTI(1N NO. 2 SOLID CU EA 3 LEADS FOR FUTURE N0. AWG TINNEf! LEAD ---- ------ T PIPE MOUNT _ _ ( ) 0 SOLID BARE POST PLA =-- _ _ -�-- = TO EA, ANTENNA PIPE - ' i COAX TO BE BOLTED TO COPPER WIRE ----- " EXTEND TO __� ---�-- - MOUNT _ _- BACK SIDE OF BAR THROUGH OPPOSITE FENCE POST DOUBLE LUGGED CU I EXISTING LUG POSITIONS - -�" � �" •�' DOUBLE LUGGED CU LEAD TO ANDREWS PROJECT MANAGER FENCE POST LEAD TO ANDREWS ----_-.- _____ _.__ -- i_OAX GROUND KIT FOR BURIED _ __. _.- ---___� __-- ...__._�_______ � �----- GATE -BRAIDED STRIP J Y r , COAX GROUND KIT I LUCENT TECHNOLOGIES JUMPER t i + SPACES FOR _ -NO. 2 AND RECHTEL F ENr,F FABRIC- --•- -' I I FUTURE - SOLID CU LEAD ALLIANCE GATE ---CADWELD CONNECTION ANTENNA O O O 4 (} O O O TO SECONDARY O O O O O O iUi ip C) i i i i0 O ANTENNA FINISH GRADE O O O L0 J O O O 1, c0 1, i U 1 O O O O O O O O O FENCE POST ------- 1`_� �_� SPRINT � N0. 2 AWG TINNED SOLID BARE _� - O - -- O SPECTRUM ���� COPPER WIRE CONNECT TO GROUND _ -----NO. 2 SOLID CU LEAD 70 7 SOLID c 0 0 0 O O O O LIMITED PARTNERSHIP -- Rt7D OR RING PER GROUND FLAN J PRIMARY ANTENNA GROUND GROUND FINGCU LEAD TO O O PCS INSTALLATION 3 GATE GROUND BAR 0 0 0 0 0 0 0 0 0 PROJECT CADWELD NOTES; FOR ALL GROUNDING BARS ��-.� ♦�♦ CONNECTION NOTE: (2) ADDITIONAL GROUND CONNECTIONS R FUTURE 1 1. ALL HARDWARE STAINLESS STEEL ANTENNA WILL BE BOLTED FROM BACK SIDE OF EAR THROUGH .� 2. COAT ALL SURFACES WITH KOPR-SHEILD BEFORE MATING EXISTING LUG POSITIONS. NO. 2 SOLID CU LEAD SITE NAME SECONDARY ----� CONNECT FENCE 3. ALL LUGS TO BE DOUBLE-LUGGED TO GROUND RING N ANTENNA ��\ GROUND TO GROUND 4 BUS BARS: 4"X2.0"X1/4"' COPPFP BY NEWTON OR EOUAL / BOLTED THROUGH .. GROUND BAR RING OR GROUND - --- GROUND TO �Q^ Q_ ROD PER PLAN r~ PRIMARY ANTENNA __-- FROM BACK SIDE. OF BATT GROUND BAR ,b 4 FENCE GROUND 5 ANTENNA GROUND BARK-6PRIMARY ANTENNA GROUND ? DURHAM W/ NO. 2 501-ID _ BAR I 7 TOWER COAX GROUND BAR COPPER WIRE �, / PRIMARY" ANTENNA E-2 _ i l',L_L: N. 1. ' E-2 �l";ASE N. I .` E-2 `,GALE: N. T.S. TIGARD, OREGON (EYP OF 2) / GROUND BAP. I E-2 SCALE: N.T.S. j _ _. _ - . _ F111TE NUMBER GROUND TO GROUND _ - • 5 6 RIN+.• W / NO 2 E-2 E-2 SOLID OF'PEP WIRE E SEE 2 z (:E:�2) i. GROUNDING SYSTEM CAS-041A CL A. EXTERNAL CONNECTIONS B. GROUND RODS D. GROUNDING BARS 8 ANTENNA GROUND 1) ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE ALL GROUND BARS SHALL BE 5/8" THICK BARE COPPER PLATE GROUND BARS TO BE PROVIDED AS INDICATED. THE GROUND BARS I QD --- -ANTENNA i `- EXOTHERMICALL'T WELDED. EXOTHERMIC WCLDS 8'-0" LONG WHICH ARE PROVIDED BY OTHERS ARE INDICATED ON THE DRAWINGS SITE ADDRESS �E-1 (GENERICALLY REFERRED TO AS "CADWELDS" IN THESE FOR THE PURPGSE OF ATTACHMENT DETAILS. GROUND BARS PROVIDE-.D BY THE CONTRACTOR SHALL BE PROVIDED WITH STAND-OFF MOUNTING rti, SPECIFICATIONS) SHALL BE CADWELD BRAND OR APPROVED C. CABLES INSULATORS TO HOLD THE BAR 2" CLEAR FROM WALL SURFACE. GROUND cr EQUAL). CONNECTIONS SHALL INCLUDE ALL CABLE-TO- COPPER BARS SHALL BE 1/4" THICK COPPER PLATE, SIZED & DRILLED AS CABLE SPLICES, TEES, XS, SPLICES A14D LIGHTNING PROTECTION ALL GROUND CABLE SHAI I BE TINNED COLID BARE C UPPER AND DETAILED. 1x296 $W 85TH AVENUE IlADL SYSTEM kS INDICATED. ALL MATERIALS USED (MOLDS, OF SIZE INDICATED ON DRAWINGS. WHEN THE DIRECTION OF 14 WELDING METAL, TOOLS, ETC.) '-HALL BE BY CADWELD (OR THE CONDUCTOP MUST CHANGE, LT SHALL BE DONE GRADUAI_T.Y TIGARD, OR 97223 PRECAST CONCRETE GROUND BOX APPROVED EQUAL) AND INSTALLED PER MANUFACTURER'S THE CURVATURE OF THE TURN SHALL BE DUNE IN ACCORDANCE 2 GROUNDING TE:;T ' -- WITH ENGRAVED LID-•CHRIr.TY JF22 RECOMMENDATIONS AND PROCEDURES WITH THE FOLLOWING CHART: SHEET TRLE n . OR EQUIVALENT (TWO LOCATIONS), PERFORM A GROUNDING SYSTEM TEST AS DESC:RlE3ED ON -fNE DRAWINGS o; AC SERVICE ELECTRICAL GROUND SHALL BE SIZED PER GkOUNUING C.UNUUi TOR -SIZE. MINIMUM BENDING RADIUS RAND GROUND RESISTANCE METER. USE THE FALL-- c USING A BIDDLE B. THt NEC, WITH2 E3ARE StRANDEp TINNEh COPPER WIRE OF--POTENTIAL METHOD AS DESCRIBED IN THE LITERATURE THAT CONNECTOR" TYPE R E "HYTAP MINIMUM. SERVICE GROUND WIRE SHALL BE RUN IN AN UNBROKEN ACCOMPANIES THE METER. GROUNDING PLAN --- CONNECTOR OR EQUIVALENT N0. 6 AWG r0 N0. 4 AWG 3 INCHES MANNER. ALL OTHER INTEPiOR GROUNDING AND BONDING PROVIDE PROJECT MANAGER WITH 48 HOURS NOTICE PRIOR TO (BURNDY #Yr,HP58CZW--2)TYPICAL �:.�,N000TORS SHALL BE CONNECTED E3'r T►YU HOLE CRIMP NO. 2 AWG TO NO 1 , G AWG 6 INCHES n BURIED GROUND RIN(, r (PE (COMPRESSION) CONNECTIONS. No 2/0 AWG TO 750 MCM ', FOOT TESTING GROUND SYSTEM, AND PRIOR 10 COVERING CAUWELDED AND DIAGRAMS , (#2 SOLID TINNED --� PORTIONS OF GROI►ND SYSTEM. COPPER WIRE) SAND MECHANICAL CONNECTIONS OR FITTINGS, OR CONNECTIONS THAT DEPEND SOLELY ON SOLDER, SHALL NOT BE USED, 3. UPON COMPLETION OF WORK. CONDUIT CONTINUITY AND SHORT SHEET- NUMBER _.- 5/8" X $'-O" COPPER CIRCUT TESTS FOR APPROVAL SUBMIT 'TEST REPORTS WITH FALL- ., ' GROUNDING ROD OF --POTENTIAL GROUND TEST REPORT TO PROJECT MANAGER. CLEAN LE MIN. 15'-0" O.0 _ ! PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. E � 2 g GROUND ROD DIAD. E- 2 ( .AH N. f 9613EO02 1 fig" 85th Avenue, 16295 BUP 98-0287 17 of 18 If this 11411 cc oppears clearer 01,111 file document, the tlocuntcnl is of marginal qus1':;y. � I I IJC,p!!! !Mae liJ��J J! ! IJl11J1 ;l! I i ! IJIJI l,IJIJI IJlJI,I�I!!JI I i�llljl' 'IJI I�I!Ijl!III(II! f IjlJI!I�I!IJI I IJIJIJI�IIIJ! ! I! � . -" - C ,. i' 24X III11IIn11l1111 1111!lllllllltlinl int`_-tt ttiil�fltll���in 1111J11111111111+1II11111n1Nn1!nllllttllnnllll+11111 nlllnnlnlllmllllnlllli'llnllnnlllllllnllullllilllllnlllll nllll+ll llnlullllullli� nilirn -� . Itl� I _ f 3� I PLACE POSTS FOR PEDESTAL - -- OVERHAND, SEE FOR LAY OUT SEE 2 INSIDE FENCE LINE. TELEPHONE CABINET, -------� /� DETAIL. 3/E--3. A-1 HOF FMAN #A36H30CLP. F j /= �� PROVIDE OPENING THRU SSLP INTACABKE INCLUDES E pHAUST \ � FENCING FOR FACE / ME ('ER BASE -- — E 1 3 OF PANELS - - -- PCS COMMUNICATIONS RLCEE, AND GFi - -- V -- METER^ASE SEE � 7TI0 SW IVB( �/1 BSG f RECEPTACLE SEE ._. �: SEE 1 %% DETAIL 4/E--.3 FOR E--I / C)DITIONAL. INF-ORMATIi)N. � - -_ �E 1, 5' - ' 'r TU/LATIN 06 4. OR 9 �. I PANEL- - --- ' �^ TELEPH0NE. CABINET, TRANSFER SWICH HOFFMAN #A36H30CLP. FOR ADDITIONAL ����� P,RoffS, _ 4 qt INFORMA � ,�E. TION SEE TE ev ,TELCO E-3 - GENERATOR RECEPTACLE A5F ©ASE GF I RECEPTACLE BELOW --- F- BELOW SURL,E ARRESTOR, `�' 1 1--1/4" UlA. PANEL I in OREGON CONDUIT , ABOVE SLAB O 9''� 22. *-'bI SURGE ARRESTOR,-- ----- SWITCH � 4' DIA. PVC ------ C ON DU 1 T 1-1/4" DIA. - - - --- — --- GRC CONDUIT ABOVE SLAB 1 UTILITY PEDESTAL – PLAN VIEW — � i )N OTHER SIDE) "'( ALA - 1 /2"' 1 o ' __-_- r RIEVISIONS l• _ NO. DATE DESCRivnoN FOR DIM. VERIFY IN FIELD - --- FUSED TRANSFER SWITCH, CUTLER HAMMER / / 3 #DT2 '4i RK, 200A, 2P _ L q 2/16/96 ZONING REVD"W WITH 2O0A FUSES. N�)!L CONDUCTORS TO METER BY POWER CO. SEEE\� j -- _ _ g 4/10/96 CD REVIEW FROM METER TO POWER CABINET FOR BACK _ _ NLI_ BOARD ---- ----��` � - -�"1 BY CONTRACTOR ELEVATION Lo 4/24/96 CD PERMIT SET _ K`2� UTILITY PEDESTAL - FRONT ELEV. 1 5/7/96 CD PERMIT SET ' OFI RECEPTACLE - E-3 SCALE: `,FF �'� �� --- GENERATOR RECEPTACLE SURGE ARRESTOR, --- �- GAZLEY PLOWMAN INTAKE FAN, ATKINSON ----�.--- `� I+ )FFMAN #A-..PA4AX.FN. Architects 2701 NT Vaughn CFI RECEPTACLE Suite 764Portland, OR 97210 503 274 7800 I _ COOLING THERMOSTAT, HOFFMAN #A--TEMNO. PROJECT MANAGER LUCENT TECHNOLOGIES EXHAUST 3 UTILITY PEDESTAL - BACK ELEV. �—HOFFMAN GRILLE, AIF XGR4 AND ALLIANCE E-3 SCALE' �- SPRINT SPECTRUM LIMITED PARTNERSHIP I PCS INSTALLATION PROJECT SITE N,1ME 1 L0 r, 4 TELEPHONE CABINET DETAILDURHAM � E-3 r:i ! 1 1 h!' 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