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16375 SW 85TH AVENUE-1 .t W "y WWDY NVALKF. R / DILORETO / VoU .N 1 Ir. 1 N C. W "y ,��j CONat. Lr• : ` ;, .l' i ,tL' LTUkAI. iI \ II, IinCINC: I: KS WALK Ek / p11, Q17E .I' U / l' Ul! irilE. INC. 1�' A1, KFk / � ILOItE 'fU / 1' OU !VTF., INC•, «' A .l. h E: It / i? TT., Ult �; 7U / YUI.' � IE, rNC. (•ONS 1.TIN(� CTRl1CTUR .IL C ; bIL LN (iINr. 0 RS �Jrg�ic _Job No. Sheet No. �� � CONsL; LTING STI;U( 1' LKAL CMI. FNGIN [ L' kj C:U !�' SULTR sTu1,;i TUrt .� L i: l �' IL cNIc; INF, F, Rs Clieatt__. s _ lQate�g_� Y Job t9,5 •1aa �s~,icy C r t 1 a i 1 Joh No. Sheet No. 'moo•t��" Job -7 B it C6ent-_Gg►_PA u.s,to c�-r ..5� y* FIs_ � �c' - rob No.�-- Sheet No. o,L Job s W n� ,�j �,,� Pripc - Date__ By(2/-��r Client tZ tj�& biotin. it. C'&Iiie � M_Job No. - ..._.. Sheet NO,J..S:� __ - - -_Date �S/g By �,olc.� Client Cn'F'A __..,Date Robert Robert A. Walker G�.� 1�c���Y� r.'�_c,d-T : ��-rpt .. .. _... ... r''�°'eyatj , _.. .... .. ... �... -. ., ..,. ...... ..... _..,.. ._.. .. . .. .... .. . .; . . � .. ., �.». .. . ..._•.. _..- . ..._. ..._..:....... _ Robert I 11 .{ _ rine Dale 1. nilurew ^-- rA. Walker ! _ ' . . ��.'t'12.c. r I Robert A. Walker j _*�. _^ -. . ... ? 'C' Principals 11�'OQr�r, . .�.. . .. .'. �. .• - ... ; ..�r.._._. .,»...- . .. >' Date J. DiLorety _ . ....... ..». . ._.�_ l l ' ..►s .,S I Robert A. Walker J. D"re Younle Dai J +f` I-•-_ , �e t _•. te tn _!. �... I f�i I �y I Dale J. D ��►M �. tp. Wilde K', Yauiic ._ . .,.... . _.» •_. 1I+; �-Pfit/. ._ _ tLorern Cole C. Precthur �. •� • 37 I.o Wade IV. Younie X I S,z .. Cole G. Pres:hus 5 .�'✓ ... .... ._ .. Wide W. }ounle P - r x,Z Z W Cole G. Prelthus b0 f? ! �9= >� f 1pa id 4-f 4 ;,. .... .3 ._ ». rQ.� 4 27� _ Cole G. Presthur @ .� G� j %Q IL _.. .... 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' y►t�a.,r_ t-= 4-m,+c p cd-t 1 L:� IAO'-l t.►C- 'u sr i 2) 5/jf 4 -X q*1sbiS 6420 SW,tlacadam �17-1-(a.i 1''�('�.�.• , dlL' PCCis '�4-5'3Z�(j'e, � f.t`�`5' RS. . 3 't Suite 360 ��-� 64_0 SK Macaitam , Portland, OR 97201 16375 SW 85th - �- 1-k•` suite 360 6420 S iV Macadam t.AW- Suite 360 FAX S03/76t3.3929 SUP 97-0388 Portland, OR 97201 16375 SW 85th _ 6I20 SW 5ut edam L.t�c 1 L e C} --- . 503/768-3930 1 of 17 a•Y: FAX 503,'768-3929 8UP 97-0386 Portland, OR 97201 16375 SW 85th "'_ '` -- ��uA�+ = �. 07+5V' � �� to 360 503/768-3930 2 of 17 FAX 5031768-3929 SUP 97-0388 - tZmid, OR ...,,.. . .. 503/7 5 68-3930 3 of 17 � ,� � � 5.d S'�C o FAX 5031768-.192.9 ' BUP 97-0386 _._• _.., .. ._... .. ..,_ 503176 4 7 d-393tl �1 ---- - , .. . ........-.._ ,,.. ...._ _ ..,. _ .. .. .., ...... . ..... .........tine y.__......w....r...v.....w.ww.«._.... ......rte.._..........._...... ....... ..... . ......►....-.....•......... .^7.--..-•.i1/ . 1 f•^Ar •n.1f 1 .• 1.M..1 . . . .• •_ . .••r+1 1 7 I AFFIDAVTT OF RICILUM MARnNF.Z SrA� OF Colorado ) sz COUNTY (r ) T. Richard Mattittez.first being duty sworn, states as follows: The foregoing instrument was subscribed and sworn to before me this 6t MY of FebruarJq 1997, by Richard Martinez. 1_ 1 am an, employee of U S WEST Communications Wireless Group in Portland, Oregon 1. �8 my brand and official soul this dsy- Z 1 am employed udth U S WEST as a Senior RF Engineer. My Commission Expires: -L oins Lotion 3. U S WEST has chosen to deploy Code Division Multiple Ace= (CDMA) in its Personal Communciations System O'C' architecture_ r"" "N �tablic d. In my opinion. the power level of a CDMA system is considerably less than earmer160132I analog cellular and other digital comnurrieations tcChnologies_ S. US W1aS rs CDMA base stat[OM are Sp-rifled to amumft in at licensed frequency band designated by the FCC 6. In the Portland area, all base stations will be operating on the E Band frequency block (transmit frequencies: 1965 . 1970 MHz), U• S WES'rs cell site will be operating at a nominal Effective Radated Power(ERP) of leu them 100 Watt& in the Portland arca. 7. I, Richard Martinez, do hereby. under the penalty of perjury, state that the . foregoing is true and Iuemrate to the best of nay lmo�arledge. . Dated this 4"Jay of February, 1997. ' A. ai .d Martin= U S WEST Wire ss Senior RF Engineer 3950 NE 1Z?,nd Avenue, Room 221 ' Pordind, OR 97230 (S031?151-MA •ewslm.n;osz+rt( f.03?A) 1 daorwSla�,rtis�e,,�( 103Sw) 2 16375 SW 85th SUP 97.0386 18375 SVV 85th 5 of 17 SUP 97-0;188 6 Of 17 " 503 221 4873 02-24--97 12: 53PM P002 IF THIS NOTICE APPE.�KS CLEA,RF.R THAN THE DOCUMII,NT,%rtE DOCUMENT 19 OF MARGINAL QUALITY. WT 9 �� , MICROR."M i 7 M ,S D 24X � I1 J - m ABBREVIATIONS & SYMBOLS HveSiONS ._.. NO. PATE DESCRI MN -- ACD ACCESS u00R MECH. MECHANICAL ADJ. ADJUSTABLE MF"f�. MANUFAC I URER _----DETAIL I�'UMBEf? 1E �� 5/24/97 ZONING REVIEW ALUM. ALUMINUM MIN. MINIMUM l 2 GENERAL CROSS i 7/U2/97 oNI �~ APPROX. APPROXIMATEZONING SUBMITTAL MTI.. METAL AL -� AWG AMERICAN WIRE GUAGE �' REFERENCING; 7 MGR, MANAGER Q NS 7/07/9, CD REVIEW E3LKG. BLOCKING N.I.," NOT IN CONTRACT - SHEET NUMBER ri l BMR BASE" MOBILE RADIO N.T.S. NOT TO SCALE 7/21 97 Co CAB. cNB1r�ET / SUBMITTAL CLO. CEILING O.C. ON CENTER ^ OPP. OPPOSITE ELEVATION cot UNI ----- CGNC. CONCRETECA PT PAINT 0 CONT. CONTINUOUS Cu COPPER PR PAIR S.F. SQUARE FOOT SECTION DIA. DIAMETER SHT. SHEET- �, PAIR DWG. DRAWING CH Sim. SIMILAR � ELEC. EECTRICAL SIL. STEEL---� EQ. EQUAL DETAIL SUSF. SUSPENDED y EQUIP. EQUIPMENT S.V. SHEET VINYL TGL TEMPERED GLASS itr ti irt� 1lrsrl " �i `;lartuc ��" D y EXIST-. EXISTING ........�......,........_...- ,._ . _._.....,.. •...- � �C TNND TINNED i+ittc EXT. EXTERIOR Hell T.O.C. TOP OF CONCRETE: �•--•�• � - r �s VEN M.N.PL N� F.F. FINISHED FLOOR T.O.M. TOP OF MASONRY GA. GAUGE TYP. TYPICAL IGaLv. GALVANIZED U.O.N. UNLESS OTHERWISE NOTED �f , . •..� :BX GYPSUM BOARD TYPE "X" V.I.F. VERIFY IN FIELD 'r (��'�� FIN SII,', ;� 2,` li� ul ,,6t, n/ tp TLAW, OREGONG.C. GErdERAL 1;01VTRACTOR V.T. VINYL TILE �OGRND I SEWERAGE I. 1. t�_.4 � d Jrl GROUND WDW. WINDOW fit �Ir`7} rrGt i�_� L J , GYP. BD. GYPSUM BOARD � �[ E- �)� �i!o � h 0 - [�t�.T- �l �,.' OF Q HARD'WD. HARDWOOD WWF WELDED WIRE FABRIC N k,� l lit. �iT.V� t I,�yN LO ' ' INT. INTERIOR W� WITH POR 084G MAX. MAXIMUM & AND CSD AT TIC�►FiD, 0 EWN LEGAL DESCRIPTION � • SHEET INDEX GAZLEY sHT. SITE NAME: VICINITY MAP SCALE: N.T.S. SEWERAGE DESCRIPTION PLOWMAN �KINSON TIGARD, OREGON N0. _ Al PARCEL #: R05174.08 hpy i ZONE: IP (INDUSTRIAL PARK) T1 TITLE SHEET 1 Amhitects A.C.A. I JURISDICTION: CITY OF TIGARD CS TOPOGRAPHIC SURVEY 2701 IVO Vaughn Suite 764 026LM( RIE� Al SITE PLAN Portland, OR 97210 T hRUSE WAY A2 ENLARGED ROOF PLAN do ELEVATIONS 503 274 7800 PARCEL is - -- — _ PARCEL VI: A3 ELEVATIONS do DETAILS A TRACT OF LAND IN SECTION 13, TOWNSHIP 2 SOUTH, RANGE 1 WEST OFA4 DETAILS A Pf ARCEL OF LAND SITUATED IN THE: SOUTHEAST ONE-QUARTER OF THE —THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON, MORE NORTHWEST ONE-QUARTER OF SECTION 13, TOWNSHIP 2 SOUTH, RANGE 1 n ep ``S J A5 DETAILS PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST WEST OF THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON. MORE CORNER OF SECTION 13; RUNNING THENCE SOUTH ALONG SAID SECTION LINE - �PPf�' A6 DETAILS 262.5 FEET; THENCE EAST AND PARALLEL TO THE NORTH LINE OF SEC110N PARTICULARLY DESCRIBED AS FOLLOWS: _ N _ 13, A DISTANCE: OF 356.5 FEET; � SITE THENCE NORTH PARALLEL TO THE WEST BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHEAST ONE—QUARTER MIRWAU R OF SECTION 33,: THENCE WEST TO THE PLACE C. BEGINNING. LINE OF SAID SECTION 13, A DISTANCE OF 262.5 FEET TO THE NORTH LINE OF THE NORTHWEST ONE—QUARTER OF THE AFORF,SAID SECTION 13; THENCE pd+' E1 � ELECTRICAL SITE PLAN dt ONE—LINE DIAGRAM +r. EASTERLY ALONG THE NORTH LIF, OF THE SOLIIHEAST ONE-QUARTER OF THE oll`R r EXCEPT THAT PORTION DESCRIBED IN A PEED TO WASHINGTON COUNTY, NORTHWEST ONE-QUARTER OF SECTION 13, :, DISTANCE OF 282.?. FEET MORE ��v►`.i E2 ELECTRICAL DETAII-S j OR LESS, TO THE NORTHERLY RIGHT-OF-WAY LINE OF THE OREGON ELECTRIC N E3 ELECTRICAL DETAILS RECORDED MARCH 20, 1974 IN BOOK 967, PAGE 300; AND EXCEPT A PORTION f ' RAILWAY COMPANY, SAID POi�iT BEING 25 FEET FROM THE CENTER LINE OF ANP DEEP RECORDED APRIL 12, 1990. FEE NO. 90-18100. —'� r• THE EXISTING MAIN TRACK WHEN MEASURED AT RIGHT ANGLES THERETO: JRHAM EXIT PARCEL II: THENCE SOUTHWESTERLY ALONG SAID NORTHERLY RIGHT—OF—WAY !INE TOSW BRIDUNNJ RD A POINT ON THE WEST LINE OF THE SOUTHEAST ONE—QUARTER OF THE >✓'� NORTHWEST ONE—QUARTER OF SECT;ON 13; THENCE NORTHERLY 171.1 FEET, .A TRACT OF LAND IN SECTION 13, TOWNSHIP 2 SOUTH, RANGE 1 WEST OF A WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON, MORE OF OR LESS, ALONG THE WEST LINE OF THE SOUTHEAST ONE—QUARTER PARTICULARLY DESCRIBED AS FOLLOWS: OF THE NORTHWEST ONE—QUARTER OF SECTION 13 TO THE TRUE POINT OF ' BEGINNING. BEGINNING AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 2 SOUTH, PARCEL VII: US � i RANGE 1 WEST, AND RUNNING THENCE SOUTH 562.5 FEET TO THE NORTHWEST EST Cmv x gcatkm CORNER OF A CERTAIN TRACT CONVEYED TO MARION M. MAXWELL ET UX, BY N WIRELESS PROJECT DEED RECORDED IN BOOK 275, PAGE 501; THENCE EAST ALONG THE NORTH BEGINNING AT A POINT ON THE WEST LINE OF SECTION 13, TOWNSHIP 2 DRIVING DIRECTION UNE OF SAID MAXWELL TRACT TO THE WEST LINE OF A 30—FOOT ROADWAY SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, WHICH 30—FOOT ROADWAY IS DESCRIBED AS BEING 31 RODS EAST OF THE ' OREGON, 53 RODS SOUTH OF THE NORTHWEST CORNER THEREOF; RUNNING FROM AIRPORT, TAKE 1-205 SOUTH TO 1-5 NORTH; TAKE DURHAM EXIT AND GO WEST ON BRIDGEPORT; WEST LINE OF SECTION 13; THENCE NORTH ALONG THE EAST LINE OF SAID THENCE EAST PARALLEL WITH THE NORTH UNE OF SAID SECTION, 53 RODS; NORTH ON UPPER BOONES FERRY AND WEST ON DURHAM; GO SOUTH ON SW 85TH; SHE IS ON LEFT. ROADWAY TO A POINT ON THE NORTH LINE OF SAID SECTION 13; THENCE THENCE SOUTH TO THE RIGHT-OF-WAY OF THE OREGON ELECTRIC RAILWAY WEST 31 RODS TO THE PLACE OF BEGINNING; EXCEPTING THEREFROM THE THENCE SOUTHWESTERLY FOLLOWING THE WEST BOUNDARY UNE OF SAID RIGHT—OF—WAY TO THE SO FOLLOWING DESCRIBED TRACT; BEGINNING AT THE NORTHWEST CORNER OF ALONG LINE OF ADAM SHAVER CLAIM; THENCE WEST ALONG SAID SOUTH LINE OF CLAIM TO THE QUARTER SECTION POST BETWEEN SECTION 13; RUNNING THENCE SOUTH ALONG SAID SECTION LINE, 262.5 FEET; THENCE EAST AND PARALLEL TO THE NORTH UNE OF SECTION 13, A SECTIONS 13 AND 14; THENCE NORTH 107 RODS, MORE OR LESS, TO THE DISTANCE OF 356.5 FEET, THENCE NORTH PARALLEL TO THE WEST UNE OF PLACE OF BEGINNING. PROJECT SUMMARY _ SAID SECTION 13, A DISTANCE OF 262.5 FEET TO THE NORTH LINE OF ALSO, BEGINNING Al A POINT 53.0 RODS SOUTH AND 53.0 RODS EAST OF PROJECT DESCRIPTION SECTION 13; THENCE WEST TO THE PLACE OF BEGINNING. THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 2 SOUTH, RANGE 1 WEST STIE N`DRdM7M EXCEPT THAT PORTION IN A DEED TO WASHINGTON COUNTY, RECORDED OF THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON, SAID POINT CT MANAUR SITE NAME; MARCH 20, 1974 IN BOOK 967, PAGE 300; AND EXCEPT A PORTION BEING THE I4ORTHEAST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED DESCRIBED IN A DEED RECORDED APRIL 12, 1990, FEE: N0. 90-18100. BY ADAM SHAVER TO PEARL H. WANKER BY DEED RECORDED AUGUST 2 1911, SEWERAGE IN DEED BOOK 89, PAGE 287; THENCE EAST TO THE EAST LINE OF THE BECHTEL WEST SUITE #221 1 IGARD, OSREGON THE PROJECT CONSISTS OF THE INSTLLATION AND E v M ERAG—IL. PARCEL IN; ONE-HALF OF THE NORTHWEST QUARTER OF SAID SECTION; THENCE SOUTH 5950 NE 122ND AVE. SITE ADf�R OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT ALONG SAID EAST LINE TO THE NORTHERLY LINE OF THE RIGHT-OF-WAY OF PORTLAND OR 97230 CABINETS FOR US WEST WIRELESS PERSONAL TIGARD', ORE(X)N RANGE AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 2 SOUTH, THE OREGON ELECTRIC RAILWAY CO.; THENCE SOUTHWESTERLY ALONG SAID 16375 SIN 85TH AVE COMMUNICATIONS SERVICE NETWORK. A TOTAL OF RANGE 1 WEST OF TTiE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON; NORTHERLY LINE TO THE SOUTF;'�AST CORNER OF TRACT CONVEYED TO PEARL PHONE: (503) 251 —7292 TIGARD, OR 97244 6 ANTENNAS +3 EXPANSION)H. WANKER AS AFORESAID; THENCE NORTH TO THE PLACE OF BEGINNING. CONTACT: DENNIS PURDIN ( �NSION) AND 2 EQUIPMENT RUNNING THENCE SOUTH 53 RODS TO THE TRUE POINT OF BEG' TING; THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID SECTION, 650 FEET TOA �QWNE& CABINETS (+2 EXPANSION) ARE PROPOSED AT THISSURVEYOR• SITE. EACH ANTENNA IS 4" 1hiUE BY 4" 16375 SW 135111 AVE ' POINT; THENCE NORTH AND PARALLEL WITH THE WEST LINE OF SAID SECTION DEEP BY 1i 13, 312 FEET TO A POINT; THENCE WEST PARALLEL WITH THE NORTH LINE UNIFIED SEWERAGE AGENCY 3'-6" TALL. THE SELF-CONTAINED EQUIPMENT TIGARD, OR 97244 OF SAID SECTION 13, 650 FEET TO A POINT; THENCE SOUTH ALONG THE W&H PACIFIC 150 S 1 ST AVE CABINETS ARE 2'-6" WIDE BY 2'-6" DEEP BY D p 8405 SW NIMBUS AVENUE HILLSBORO, OR 97123 5'--0" TALL. THE SYSTEM WILL BOTH TRANSMIT 1-OI�•OV`tV .ST LINE OF SAID SECTION 13, 312 FEET TO THE POINT OF BEGINNING. CONTACT: DENNIS LIVELY AND RECEIVE RADIO SIGNAL F BEAVERTON, OR 97008-7120 PHONE: S OR A REGIONAL I PARCEL Iv: (503) 648-8705 US WEST NETWORK. � .4 30-FOOT PARCEL OF LAND 30 FEET WIDE IN SECTION 13, TOWNSHIP 2 PHONE: (503) 526-0775 APPLICANT, DESIGN TWE— SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, CONTACT: PAT MARQU!!S US WEST COMMUNICATIONS GROUP THE ANTENNAS WILL BE MOUNTED TO THE EXISTING OREGON; BEGINNING AT A POINT ON TI-JE NORTH LINE OF SAID SECTION 13, SUITE 52.21 PARAPET, AT CL HEIGHT = 13"-6" ABOVE ROOF LEVEL. ROOFTOP [� ,^� 511.5 FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 13; THENCE THE EQUIPMENT CABINETS WILL BE MOUNTED TO A R 1— / ®I— E SOUTH PARALLEL WITH THE WEST LINE OF SAID SECTION 874.5 FEET. AR T •r: 5950 NE 122ND AVE. STEEL SUPPORT FRAME, WHICH WILL EQUIPMENT PORTLAND, 03 51-4 TO THE ROOF STRUCTURE. BE ATTACHED AND ANTENNAS ' PARCEL V: GAZLEY PLOWMAN ATKINSUN OFFICE: (503) 251-4266 2701 N.W. VAUGHN BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 13, TOWNSHIP 2 SUITE 764 EXISTING FACILITY PARKING WILL BE UTILIZED /r C•� SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, PORTLAND, OR 97210 ZONE= IP (INDUSTRIAL PARK) FOR US WEST PARKING REQUIRMEN TS. OREGON, AT THE EASTERLY LINE OF THAT CERTAIN 30-FOOT RIGHT-OF-WAY PHONE: (503) 2'74-7!300 JURISDICTION' CITY OF TIGARD ARU SHEET TIRE AS EXCEPTED IN DEED RECORDED JUNE 3, 194;5, IN BOOK 218, PAGE 337, CITY OF TIG ( DEED RECORDS; THENCE EASTERLY ALONG THE SECTION LINE TO THE CONTACT: STEVE PLOWMAN OCCUPANCY: N\A [ l NORTHWEST CORNER OF THAT CERTAIN TRACT CONVEYED TO DONALD LESLIE pPprovcd.••••••••••"" a ••[ 1• MOORE ET UX, BY DEED RECORDED JUNE 18, 1948, BOOK 286, PAGE 351; CONSTRUCTION TYPE: N\A roved.•..... " '•""'•' TF`-0� Conditionally APP TITLE SHEET THENCE SOUTH ALONG THE WEST LINE THEREOF, 440 FEET TO THE For only the work as describe bed CB COMMERCIAL PERMIT NO. .. ..........[ [ SUITE #2600 5e� Utter t0: FollOw..... . [ r .... 'RST INTERSTATE TOWER Attach...............s �_,,, 1300 SW FIFTH AVE. pats• '_v SHEET NUMBER .foto Addro� :_��t3 --- 16375 SW 85th PORTLAND, OR 97201 --5609 7Of 97-0388 PHONE: (503) 221 -4896 By:__-1� � 7 of 17 A.U.A. COMPLIANCE: CONTACT: WAYNE WOOTEN FACILITY IS NOT STAFFED AND NOT NORMALLY OCCUPIED T '1 mow FlI.E.... 9772 1' T01 DA T' IF THIS NOTICE APPEARS'CLEARER THAN THE 9 ° DOCUMENT,THE DOCUMENT IS OF MARGINAI,QUALIITV. OCT 10 MICROFILMED NOTES: ----- --- 11 12 SW DURHAM FAD � _ _ SURVEYOR'S YOR yS E`ER TI f 1 CA TE: POR T1_ANU o r. 1) BEARINGS BASED ON OREGON STATE PLANE COORDINATE I - - SYSTEM 17F 1583, NORTH ZONE. 1, WILLIAM L. FARRIER, A PROFESSIONAI. LAND SURVEYOR REGISTERED 14 13 2) TRUE GEODETIC AZIMUTH = GRID AZIMUTH (BEARING BASE + IN THE STATE OF OREGON HEREBY CERTIFY THAT A TOPOGRAPHICAL SURVEY OF THE ABOVE DESCRIBED PARCEL WAS MADE UNDER MY , NW CORNER .SECTION 13 MAPPING ANGLE (Y). MAPPING ANGLE_ (Y) r •-01'36'1 J 7' � (NOT TIED) ON NGVD 1929 SITE: SEWERAGE 3) ELEVATIONS ARE BDIPECT SUPERVISION. I FURTHER CERTIFY THAT THE ABOVE I BASED I � DESCRIPTIO Q 16537 SW 85th AV. I N AND ,ITACHED DRAWING ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF TIGARD, OR 4) THIS IS NOT A BOUNDARY SURVEY. I I I �� » BOUNDARY & EASEMENT INFt)RMATION BASED ON WESTERN � � I r DO Q� I In I AMERICAN PROPERTY RESEARCH PLANT REPORT ORDER . No. 658212-P99, DATED JUNE 19, 1997, AND 0 ^�y SW DURHAM N RD � ` " I , � � ��eii • � I '� WASHINGTON COUNTY SURVEYS NO, 22624, 26351, AND 9830. 5) FIELD DATA GATHERED BY WdcH PACIFIC ON JUNE 12, 1997. PP 6 TOPS SHOWN IS BASED UPON EXISTING AS-BUILT INFORMATIONI I PPRG SUPPLIED BY UNIFIED :.EWERAGE AGENCY AND FIELD 10.00' 30'00 MEASUREMENTS TAKEN b, :'&H PACIFIC ON JUNE 12, 199Z I IS/TE DESCRI P TION_ : N Im Q1 I I PARCEL 1. �R1 R° A TRACT OF LAND /N SECTION 13. TOWNSHIP 2 SOUTH, RANGE 1 WEST OF QR!°G� I, I _ v �II THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON, MORE SW V 0 �� I PARTICULARLY Y DESCRIBED AS FOLLCKS; BEGINNING AT THE NORTHWEST "� ""' SM39471E I + 13, RUNNING THENCE SOUTH ALONG SAID SECTION LINE 282.5 FEET; THENCE EAST AND PARALLEL R; THE NORTH LINE OF SECTION 1,Y. A DISTANCE OF 356.5 f£ET; THENCE NORTH PARALLEL TO THE WEST 498.50' LINE OF SAID SECTION 13, A DISTANCE OF 262.5 FEET 70 THE NORTH LINE OF SECTION 13; THENCE WEST TO THE PLACE OF BEGINNING. Q - •' I EXCEPT THAT PORTION DESCRIBED N A DEED TO WASHINGTON COUNTY, Li RECORDED MARCH 20, 1974 IN BOOK 967, PAGE 300; AND EXCEPT A PORTION O AND DEED RECORDED APRIL 12, 19810, FEE NO. 90-18100. VI CIN I I I I '` I I PARCEL U• TY MAP � L . NOT TO SCALE r + `\`� ( I I A TRACT OF LAND IN SECTION 13, TOWNSHIP I I ,4 ' r j I SHE WILLAMETTE MERIDIAN, 2 SOUTH, RANGE 1 WEST OF WASHING EON COUNTY, OREGON, MORE 169 w O I ARTICULARLY DESCRIBED AS FOLL0145: I L •� I ( I BEGINNING AT THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 2 SOUTH, I z Ci HEISTING MONOPOLE FED 5W PLAST ROD WIT�I I RANGE 1 WEST, AND RUNNING THENCE SOUTH 562.5 FEET TO 7HE NORTHWEST HEICHT�103.7' YELLOW PLASTIC CAP II I CORNER OF A CERTAIN TRACT CONVEYED TO MARION M. MAXWELL ETU UJ i/ pPR�EI. 3 NI DEED RECORDED IN BOOK 275, PAGE 501• 'THEN X, BY = 4 I I CE EAST ALONG THE NORTH LL_ � fi LWH/Cf30-FOOT ROADWAYAIS DESCRIBED AS BEING 31 RODS EAST T OF THE 38" DECIDUOUS + � 168 - I � ! f WESTOF SECTION 13; THENCE NORTH ALONG THE EAST LINE OF SAID � � � I ` I ROADWAY , INT ON THE NORTH LINE OF SAID SECTION 13; THENCE I N _ I WEST 31 RODS TO THE PLACE OF BEGINNING; EXCEPTING THERkFROM THE 3 FOLLOWN0 DESCRIBED TR,4TRACT* BEGINWQ ING AT THE NORTHWEST CORNER OF I , RUNNING TPiNCE SOUIFI ALONG SAID SECTION UNE, 262.5 ,•',,' ,-~" "'•.,..''�• •''• - _..--. _ -_�-! I FEET,• THENCE EAST AND PARALLEL TO THE NORTH LINE OF SEG7ION 13, A I DISTANCE OF 356.5 FEET; THENCE NORTH PARALLEL TO THE WEST UNE OF ! r ! SAID SECTION 73, A DISTANCE OF 262.5 FEET TO THE NORTH LINE OF I.I ` - • FIND 5/8"IRON ROD WITH I ' !', ' ` ,69: `� SECTION 13; THENCE WEST TO THE PLACE OF BEGINNING. `� YELLOW PLASTIC CAP I i ' `� o "L5 1349" r I If � - I EXCEPT THAT PORTION IN A DEED TO WASHINGTON COUNTY,ff lY, RECORDED MARCH I Q f PROPOSED r 20, 1974 IN BOOK 967, PAGE 300; AND EXCEPT A PORTION DESCRIBED /N _ _ - :< •-.--___ ,. __-_. __ _ --•`�.� ... .v... •• MON -- -- 1 t^ Ndd9O gZ'Nr ��78 -' ! I p1[M1CAL �gp ( MONOPOLE I A DEED RECORDED APRIL 12, 1990, FEE NO. 90-18100. 1 FlMMARIfi i � ! i ;�� � iI PA1�;CEl ill: __...� I SCALE J1 50 0 25 50 100 - - - -------.--_ _ •� Q � � � � � � ;� � , j � � � BEGINNING AT THE NORTHW£1 CORNER OF SECTION 13, TOWNSHIP 2 SOUTH, 30• RANGE 1 WEST OF THE WILL& T MERIDIAN, 4 COUNTY OREGON; - -"'� RU THENCE S 3 !,� TO THE TRUE POINT TOF BEGINNING, THENCE RUNNING E OUTH 5 Rt, . , / & z►- ) I I CAST PARALLEL WITH THE NORT}I LINT: OF SAID SECTION, 650 FEET TOA I ( FEET } Z O --- - I I POINT; THENCE NORTH AND PARALLEL. WITH THE WEST UNE OF SAID SECTION N GPS POINT '4 I 1 j 13, 312 FEET TO A POINT; THENCE WEST PARALLEL WITH THE NORTH LINE r,•� vt I FND 5/8"IRON ROD `' ` I I OF SAf0 SECTION 13, 650 FEET TO A POINT; THENCE SOUTH I `'` , W/ALUMINUM CAP 'I -_-_---''� _ _ _ l I I' I , ALONG THE -� - - - �/' _ - __ WEST LINT .�F SAID SECTION 13, 312 FEET TO THE POINT OF BEGINNING. �O N 640,729.83 1 '"� 168 i . 'JO , _ _ E 7,620,536.88 1 SW*39'47'E �- _ j _ law* PARCEL IV., ELE'✓ - 170.70 , �L ,� (� I-- ----"' Q3�.0o y A 30-FOOT PARCEL OF LAND 30 FEET WIDE IN SECTION 13, TOWNSHIP 2 `.JLLJ • ___.._-� SGtlTH, RANGE 1 NEST OF THE WILLAINETTE MERIDIAN. WASHINGTON COUNTY., O I -,. OREGON; BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 13 „� ��9 47"E �+ �� �. Qft 1 S TM FEET EAST OF THE NORTHWEST CORNER OF SAID SECTION 13, THENCE 2�.x 70 , �-••-- I •..,/ _ -•----- ------ PARALLEL. WITH THE WEST UNI: OF SAID SECTION 874.5 FEET. 169 — ! PARCEL V Q ryLAJ BEGINNING AT A POINT ON THE NORTIT UNE OF SECTION 13, TOWNSHIP 2 /i SOUTH, RANGE 1 WEST OF THE WILLAMET7F MERIDIAN, WASHINGTON COUNTY �s / a E OREGON, AT THE EASTERLY UNE OF 7NAT CERTAIN 30--FOOT RIGHT-OF-WAY 1� / DEED AS EXCEPTED IN DEED THENCE CORDED VNF_ 3' 1943, IN BC►OK 218, PAGE 337, Z L ALONG THE SECTION LINE TO THE COORDINATE LIST FOR CENTER OF NORTHWEST CORNER OF THAT C£RTAUJ TRACT CONVEYED 10 DONALB LESLIE O MOORE ET UX, BY DEED RECORDED JI I,NE 18. 1948, BOOK 286, PAGE 351; PROPOSED MONOPOLE LOCATION: N �'" V !! t THENCE SOUTH ALONG THE WEST LAVE THEREOF, 440 FEET TO THE Z � nADL 83 GEODETIC Coon .Itia T>=� Q : LATITUDE: 45 24'07.6" N PARCEL r1I- ,. � R LONGI TUDF.: 122 45 46.9 W Z ► owoaus p ► p A j f SmUCTUR£ N1 I A PARCEL OF LAND SITUATED /N THE SOUTHEAST ONE-QUARTER OF THE NAD 27I 2 NORTHWEST ONE-QUARTER OF SEC77ON 13, TOWNSHIP 2 SOUTH, RANGE 1 WEST GEG��-nC 00 DINATES FIMAF' LATIPJDE: O i _ I •,,r,:Ek ,;, ( OF THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON, MORE 45'24'08.2" N ti I I PARTICULARLY DESCRIBED AS F OLLOWS: rY ! + ( i LONGITUDE. 122'454.2.6" W 3 U) OD SII •'�. , ; ;' -> Z � O) � i EEGINNING AT THE NORTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER OF 1 THE A4RTN►1'EST ONE-QUARTER OF THE AFORESAID SECTION 1 ; THENCE MAD 83 STATE PLANrnncnit�rwTrC � 111 ^ EAST_'i1L)' ALONG THE NORTH LINE OF THE SOUTHEAST ONE- 3QUART7=R OF THE NORTHING' 640,837.68 Q Q NORTHWEST ONE-QUARTER OF SECTION 13, A DISTANCE OF 282.2 FEET MORE FASTING: U �• 6h OR LESS, TO '4E NORTHERLY RIGHT-OF-WAY LINE OF THE OREGON ELECTRIC 7,620,931.68 . �`I►7 I �-__ 'i ,� 1 RAILWAY COMPANY, SAID POINT BEING 25 FEET FROM THE CENTER L64E OF THE EXISTING MAIN TRACK WHEN MEASURED AT A'GHT ANGLESTNERE'TO; 00 THENCE SOUTHWESTERLY ALONG SAID NOR7HERLY RIGHT-OF-WA: LINE_ TO A POINT ON THE WEST LINE OF THE SOUTHEAST ONE-QUARTER OF THE �- - NORTHWEST ONE Of SECTION 13; THENCE NORTHERLY 171.1 FEET, Z LL O MORE OR LESS, ALONG THE WEST LINE OF THE SOUTHEAST ONE-QUARTER OF - r' _ THE NORTHWEST ONE-QUARTER OF SEC77 I - I ON f3 TO THE TRUE POINT of 4 O ( Cr \ / 7- ___- BEGINNING. o } ►� Pei ck� \ I ���. ' \ / jI PAR ir © I',y1 O��n ` J , \ , // C'EL VII: w 0� N 1 _- _ o ►_ I �y / 1 tiu1r,,r \ , �`�\ (1) � t/ fir; y w 0 W^'-j►. ,Ir) �/ / 1!� BEGINNING AT A POINT ON THE WEST LINE OF SECTION 13, TOWNSHIP 2 LEGEND: W JAN �, LU N ! I /'� \.4�. SOUTH, RANGE 1 WEST' OF THE WILLAMETTE MERIDIAN WASHINGTON COUNTY w Z ) ' �%�A , Z OREGON, 53 RODS SOUTH OF THE NORTHWEST CORNER THEREOF; RUNNING ' a 3 _ _j 4 .�' j / ;,, THENCE EAST PARALLEL WITH THE NORTH LINE OF A SAID s£cTION, 53 RODS; GPS CONTROL POINT 3 W t\ L4- � f�; I � � FND 518-IRON ROD � �� � 1'y` If � i/ /./ `'''y�' THENCE SOUTH TO THE RICHT-OF-WAY OF THE OREGON ELECTRIC RAILWAY � 4 � W/ALUMINUM CAP �� / / /� /• THENCE SOUTHWESTERLY FOLLOWING THE WEST BOUNDARY LINE OF SAID AY . CATCH BASIN -7j K . I 'i, `\ i / / / /� RIGHT-OF-WAY TO THE SOUTH LINE OF' ADAM SHADIER CLAM, THENCE WEST p� � ' i / ALONG SAID SOUTH LINE OF CLAIM TO THE QUARTER SECTION POST BETWEEN • \ ` 'Q Q I ' , s^ �" `�"�/;r SEC77ONS 13 AND 14, THENCE NORTH '10? RODS, MORE OR LESS TO THEFOUND MONUMENT AS NOTED t� m PLACE' OF BEGINNING. Of } BEGINNING AT A POINT 53.0 RODS SOUTH AND 53.0 RODS EAST OF ® PROPOSED MUNOPC�LE Q �- �' ` ALSO. , OIC 4 4 ` / - / `:•,.�/ Z THE NORTHWEST CORNER OF SECTION 13, TOWNSHIP 2 SOUTH RANGE 1 WEST o // �''`., ``• � •.., / ~"�, //, OF THE WILLAMETTE MERIDIAN WASHINGTON COUNTY, OREGON, / SAID POINT EXISTING MONOPOLE � +- / I 4EPA?ION BA51N �J� BEING THE NORTHEAST CORNER OF THAT CERTAIN 7RACT OF LAND CONVEYED C? •',�`� / �/ ��` BY ADAM SHAVER TO PEARL H. WANKEL? BY DEED RECORDED AUGUST Z. 1911 j —► N f IN DEED BOOK 89, PAGE 287; THENCE EAST TO THE EAST LINE OF THE TREE - DECIDUOUS m Ci o WEST US o o la ONE-HALF OF THE NORTHWEST QUARTER GF SAID SECTION; THENCE SOUTH U I / ' 1 _ w ,l ALONG SAID EAST LINE TO THE NORTHERLY LINE OF THE RIGHT--CIF-WAy OF O t� 2 i / �., �.. /% THE OREGON ELECTRIC RAILWAY CO.; THENCE SOUTHWESTERLY ALONG SAID EDGE PAVEMENT w Z W �' .�• NORTHERLY LINE TV THE SOUTHEAST CORNER OF TRACT CONVEYED To PEARLtjj Q_ C) I H. WANKER AS AFORESAID; 'HENCE NORTH TO THE PLACE OF BEGINNING. CURB LINE � � v) U o P111MA10 LOR111W NU ' / � ` / `� m GPS POINT #2 '�., f�i /� %/ "•\�, �. h. ,� N1, / ti.. ~, �.. / 165 Z FND 5/9 IRON ROD I I - , \ / CONTOUR LINE , .. Q . � 49 W/ALUMINUM CAP + � ��� :r.,., •i // ,•, � N 640,295.62 "�,. / <. REFERENCES. BUILDING LINE 3 ° E 7,620,524.85 �I 15' 15' f� IN �% r / ,� v=i ELEV s 160.02 ` ''�. '`• Z 18375 W __.... , '/ / m O .� S 85th I ,4 %�'! �r m 3 BUP97-0388 r / /�/ / WASHINGTON COUNT)' SURVEY N0. 22624 AS--BUILT INFORMATION 0 so117 `l r- I j/i ~ %/j i WASHINGTON COUNTY SURVEY NO. :.. - ..•. L .,_ 26351 w Z W v n �/�� - WASHINGTON COUNTY SUR Y _ O ! ! ;/AI PA W.W 4A:JN �.'��;: / VF N0. 9830 BOUNDARY LINE off- 3 a 00 F cj POR 084G SEWERAGE // :Y� N a `_ uj _ SHEET /1 1 � . ONF L1� 1 1` IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 9 im MICROFILMED (Qe� f Now RD ZONE: R-12 (RESIDENTIAL) RIEVISIONS_ I 1 i USE RESIDENTIAL � ------- ZONE: R-4.5 (RESIDENTIAL) NODATE DESCR97M 1 f - v, USE: HIGH SCHOOL j 775 -f , N 1 :. �s DURHAM RD �-^- T — L1 5/24/97 ZONING REVIEW j� I � /02/97 ZONING SUBMITTAL i �, + 0 7/07/. 7 co REvIEw,_—___--- ! n�T , 7/21/97 CD SUBMITTAL. - o / t 266 -0" ff �ZONE_.__ f o0 % I +I : R-1') (RESIDENTIAL) USE. ELEMENTARY RY SCHOOL •-----.- ,, �_ /.' J f 266'-0" 1593'-8" • .i-_ / *la,a„sem / ±596'-6r iOL, » FID Nk cti N /” U •__ •—. _. 1 11 r /� JS1 EN M. N,PLq C' / 1 1 �� / �� Z0�!c: Ir (INDUSTRIAL PARK) / a '� 1 1 •/•' I j ��� US. INDUSTRIAL / j �� PORTLAND, ORECON -.----- 593'-8" I -H f 587'-7m . PRIMARY I 1 I _- CLARIFIER10 CHEMICAL �+ IYP.OF 4 f FEEDI � ' I L3LDl.. �1 ( •� �� +1 STORAGE f 596'-6" N , I �-� '[-i 11 � ---•---.--• —._—. ----. _—,— Y � / ` �.- 1266'--5" � f AERATION _ GAZLEY cv BASIN z _H ZONE: GREENWAY PLOWMAN V) `K 1289'-2" JURISDICTION: CITY OF DURHAM 00 X02. 'U ,2� Q� ,, a �� .� ATKINSON n 1� _Dt� I Architects LU ROAD C" � % a. ;D N 2701 Ivif Vaughn .1 vPa SURGE BASIN NO. 1 e +11 3 SITE ''LAN Shite 764 SURGE BASIN NO. 2 ` P0011IRd, OR 97210 ss'-1o" A-1 SCALE: 1"=400'-0" 503 274 7800 f \1 .00 ap 1 t— I1 !I 1 J587 7 01 •'. I 1 FILTER ( — BACKWASH ' I CLARINER BASIN TY P. OF 3 I`' DLIIIII)L Jl;1l i • j I J o L US WEST SGRUADH CK>nT11lY1iCdt:10r1S � �� FACILITY � ,.5,. g � WIRELES J I LO -}ILLJ Cj ✓ �G'v ' -x 0 if) \ ANAEROBIC 00 3 + . 1 DIGESTERS FpPO I GGEc,S y V) S6TE INIPORMATIUN SEWERAGE 0 TIGARD OREGON Lr 1 NOTE: '3 60 v FOR ADJACENT LAND USE INFORMATION, SEE — -ROOF 16375 SW 85TH AKE USW 70P LOCATION OF 11GARD, OR 971.44 A-1 W CELL SITE N ' I ' ELCCI RICAL SUBSTATION _ � \ SITE -------_ _ - _ SEE E INf ORMATION I � d e ' 1POR-0fJ4(1 N 1 I ' C PRIMARY A-2 1 ZONE: 1 D ISlCN TYPE / If (INDUSTRIAL PARK) CLARIFIER CHEMICAL _ 1 / JURISDICTION- CITY OF TIGARD I Ti P.OF 4 FEED J /� f 289'-2BLDG. „ r , o - 0OffOP EQUIPMENT 1 - TOTAL LOT AREA - 2,968,860.5 S0 F7 � �1' LANDSCAPE COVERAGE - 1,751,864.0 SAO. F-T.(59.0%) ANDA ANTENNAS PAVED AREA / GRAVEL 520,315.5 S4. FT. (17.50 j� = PLANT FACILITIES ti 696,681 0 SO FT. 23.59; 1 'y 80IL.DING FOOTPRINT - 102,615.25 9Q. F I, --- — '— 51-J �? T. (3.5�) 1 � -------__-- EET tTTLE i I i r TANK. STRUCTURES - 349,828.60 SQ. FT. (11.8%) II � 18375 -038& BAS!N5 244,247.15 SU. FT. (8.29n) of 97-0386 r -�``y — f�of 17 � 1 / //� -- _ � I N � I SITE PLAN 1 _H 1 ' NO LIGHTING PROPOSED 1 SITE PIAN NO SIGNAGE PROPOSED , _/,.i"� AERATIO A-1 SCALE: 1"=120'-0" L -� _ 1 - N BASIN SHEET NUh1aER 1 � �.._.�t 2 ENLARGED SITE PLAN NA 1 A-1 SCALE: 1"=60'-O" FlLE.: 9772A01 DATE: 6/12/97 -- IF THIS NOTICE APPEARS CLEARER THAN THE T 9 19038 ' DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I® (2) 0' AZIMUTH ANTENNAS REVISIONS I - _ NO DA71E D�EMUFFKON SPACED 3'-0" O.C. - - 8 507 4 3 7 r A-� 1 _ 5/24/97 ZONING �~ ,i �A3 / NG REV.EW o I 2 7/02/97 ZONING SUBMITTAL f EXPANSION ANTENNA -''� p 7/07/97 CD REVIEW Ca L4\ 7;�21/97 CD SUBMITTAL ^- PROPOSED PROPOSED PROPOSED �/------ ----(2) 0' AZIMUTH ANTENNAS 3 570 437 GPS ANTENNA MOUNTED (2) 240' AZIMUTH ANTENNAS ---� �" SPACED 3'- 0" Q.C. A-4 A3 A3 TO PARAPET. I SPACED 6'-0" U.C. A_4 SPACED 6 AZIMUTH0U O.C, "--~1 "8 ,-------------- PROPUSEU r-\ 570 437 8 A-4 A3 A3 �� l EXPANSION ANTENNA A-4 J7> A3 437A3 I I � -/ PROPOSED - U - i �(2) 120' AZIMUTH ANTENNAS 8 57\ 437 1 II I SPACED 6'--0" O.C. A-4 A3 A3 _- J EXIST, ELEVATOR •�� `/'� PROPOSED w S YEN 11. N.PL � � - PENTHOUSE I i I ~� EQUIP. CABINS IS MOUN TED 1 (D �-/ TO STEEL. SUPPORT FRAME A-4 417A f� y TLAND, OREGON ,a I PROPOSED 111*9 (�_. (2) 240' AZIMUTH ANTENNAS -COAX CABLES TO ANTENNAS SPACED 6'-0" O.C. � \ -_-- __.- -- � --�'-- �----'"'�� MOUNTED TO ROOF PAVERS 57 A5 OF 0� -- 8 5i'U 437 � A-4 A3 A3 'I I --4 - �- PROPOSED �t U-) I I _ (SPS ANTENNA MOUNTED @A34 O I' / TO PARAPET. d- ROOF SURFACE- -H EXPANSION ANTENNA - EXIST. CONC. PARAPET PROPOSED COAX CABLES TO ANTENNAS v PROPOSED EXIST. ROOF VENT MOUNTED TO PARAPET WALL A5 CiAZLFY N COAX CABLES TO ANTENNAS I c:::3 5�� I�LOI+Yl1IA MOUNTED TO PARAPET WALL N 555 ATKINSON A5 ND-TF- THE FRONT PARAPET WALL IS kchiteCta A.I.A. NOT SHOWN FOR PURPOSE OF CLARITY 2701 NW Vaughn Suite 764 PROPOSED Portland, OR 97210 503 274 7400 A.5 COAX CABLES TO ANTENNAS MOUNTED TO ROOF PAVERS 57 � SCALE: 1 /4" ENLARGED NORTH ELEVATION - �- ONMINIMA_2 'ROWT RQWTH MINIM I POWER --�- ---�—_ PROPOSED :AE11rIF ;AHIIIE I CARINt-T CABINET -" MOO lbs 800 lbs 800 lbs 1200 Ibs EQUIP. CABINETS MOUNTED ---------�"`- r� TO STEEL SUPPORT FRAME 1 I 417 _6" i C 11 /16" 9'-'-0 5/16" M A-4 A3 - 22'-0" rn r EXIST MEMBRANE ROOF- r TRAFFIC PADS , EXIST. ROOF VENT --_ ------- - -----__.- (2) 240' AZIMI,'TH ANTEPJNAS OI9'MTN1f1�tIC�1S A-3 SPACED 6'-0" O.C. US WEST C --� WIRELESS PROJECT EXIST. CONC. PARAPETWALL 'C e SPAC:Eh 3'-0" O.C. 40" HIGH x 10" WALL � (2) 0' AZIMUTIA ANTENNAS �-4 8 A3A3 TELCO & POWER 0____--EXIST. 8 EXIST. ROOF DRAIN U 570 437 ROUTING FROM THIRD FLOOR EXA-4 A3 A3 EXPANSION ANTENNA I '4 PROPOSED TELCO & POWER 11 MECHANICAL ROOM. SEE ROUTING FROM THIRD FLOOR � 1111E--1 A6 555 COAX CABLES TO ANTENNAS - MECHANICAL ROOM. SEEv.. --�TT� A5 MOUNTED TO PARAPET WALL �� _ 1 �4 \ 4 J SITE IIVPORh9A;ElnIN A6 �\6� E-1 �• �O ! EQUIP. CABINETS MOUNTED " TO STEEL SUPPORT FRAME SEWERAGE EXIST. STAIR HATCH � '� NOTE: THE PENETRATIONS ARE 12"MIN, 3'-6" SQUARE, 8 ` I TIGNiL�, (�R�OH FROM ELEVATOR SHAFT WALL. THE 417 43U O ROOF ACCESS _ _ _ \"4 A3 A3 PENETRATION SHALL BE MADE SO THAT / --_ .- IT PASSES THROUGH THE HOLLOW CORE " VERIFY EXACT LOCATION AT SITE. 'OU75 SW 85TH AW 0 EXIST. ELEVATOR PENTHOUSE IGARD, OR W244 EXIST ELEVATOR PENTHOUSE ---- I p� �OQA EXIST. STAIR HATCH Ln POR-084C 3'-6" SQUARE, ROOF ACCESS - - T ROOFTOP EQUIPMENT II Q N FOR COAX COLOR CODING & CONNECTION AT �I rim ZEXISTING ROOF AND ANTENNAS II / THE EQUIPMENT, SLE DETAILS 571 569� Ih GPSANTENNA -----IIJ AA5 SURFACE 5 MOUNTED TO PARAPET 3 FOR COAX LENGTHS & SIZES. SEE 3 SEE SHEET TITLE A3 Q 18375 SW 851;1 - - -- -- -- BOP 97-0388 R _ ENLARGED ROOF PLAN 10 of 17 0 _ - -- & ELEVATIONS 1 ENLARGED ROOF PLAN sh� � ENLARGED EAST A--2 SCALE: 1 /4" = 1 '--0" --___-__ ___.___-___ 3 ELEVATION NOi.E:, THE FRONT PARAPET WALL IS SCALE: 1 /4" 1 '_pNOT SHOWN FOR PURPOSE OF CLARITY s► A2 ' 72A07 - ' DATE- 8/12/97 A& IF THIS NOTICE APPEARS CLEARER THAN THE 910 WumEmr,THE DOCUMENT IS OF MARGINAL.QUALITY. 007 MICROFILMED i 1 y r F� F 20* ANTENNAS, MOUNTED MOUNTEAZIMUTH REVISIONS (2) E'-6" 0' AZIMUTH TO CONCRETE PARAPET ANTENNAS, MOUNTED TO CONCRETE PARAPET gESCRIP'IOnd WALL, PLACED 6'-0" WALL, PLACED 3'-0" NO OATF N APART. 570 437 � APART 89 0303 � 570 437 A3 A3 ` L' 1 5724/97 ZONING REVIEW 0'AZ / 3'-0" 1 Q 7/02/97 ZONING SUBMITTAL FUTURE TOP _CF ANTENNA .{�-�" I SEE ENLARGED NORTH �' - T� %1-� 232.25' AMSL //����\ ELEVATION / TXO/ in, 1 1 L._L 1 Q 7/07/97 CO REVIEW RXI RXO CENTER OF ANTENNA " I ` AJ2 Qq 7/21/97 CU SUBMITTAL 230.50' AMSL I n I (2) E'-6" 240' AZIMUTH - EXPANSION(RED-GREEN) ANTENTZO/ NAS, MOUNTED RZO EXIST. PARAPET ANTENNA TO CONCRETE PARAPETFUTURE 00 WALL PLACED 6'-0" (BLUE-GREEN) f'1 TOP OF PARAPET I APART. TZ1/ 220.50' AMSL 1 8 570 437 240'A2 RZI TY1/ I _ _ __ ____ A4 0 0 / A3 AJ _ RYt ==� - --_-- r (BLUE-YELLOW) (WHITE-YELLOW) - per .�1y' _ _ ROOF LEVELS , -+ - CPS ANTENNA MOUNTED l Y 217.16' AMSL TO PARAPET WALL J EXISTING RIBBED TYO/ 120 AZ PRECAST CONCRETE cC� �L,, L RYO A4 PANELS (TYP.) �V �! V yrt'2 (WHITE-GREEN) � MINICELL EQUIPMENT CABINETS - EXIST. ELEVATOR EVEN M.N.PL FUTURE MOUNTED TO STEEL FRAME ENCLC'SURE BEYOND ] ' yFON W+-- ATTACHED TO ROUE STRUCU TRE. � 4ti 417 1 a I __ r..¢___.c—_---_:: ;_�_._1 TLAND, OR ,� i OA4 I _ � i 9TH OF Q�c> 10 ROOF TOP ANTENNA/COAX DESIGNATIONS 570 NTS ® ® _ w POWER & TELCO ROUTING FROM FROM THIRD FLOOR MECH. ROOM. SEE, 1 1 LEFT FRONT REAR r TELCO ROOM (MECH. ROOM) - ❑ ❑ ❑ ❑ ❑ [I f7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . POWER ROUTING FROM SOURCE GAZLEY IN THIRD FLOOR EIEC. ROOM L-1 IJ THROUGH EXIST. CABLE TRAY TO PLOWMAN e 2 1/4' MECHANICAL ROOM. FBI - -- ATKINSON a 3 9/16" s Effl EM ArchiteOA LU FIRST FLOOR LEVEL _ .. _ ._ ... _. _ _. __. . _ _ _..- - _-- - - - .. _ 2701 NY Vaughn 1p `�• Y 170.00' AMSL - - - _ . - --- - - -- -- - Suite 764 - FurUaud, OR 97210 li ^ 503 274 7800 / ��ry (2)ANT!f6" 0' AZIMUTH DIN n FEMALE N b 1 UNTED NORTH ELEVATION TOCRE CONCRETE WALL, PLACED X-O" N A-3 SCALE: 1/8" = 1 -O SEE ENLARGED EAST APART. )0 0 ELEVATION 570 437 Ate - A3 EXPANSION ANTENNA �% / I � MINICELL EQUIPMENT CABINETS 1 Ll 4 1/4" 4 11/16" 't I ANTENNAS, 120' AZIMUTH � 2 3/4" MOUNTED TO STEEL FRAME I ATTACHED TO ROOF STRUCUTRE. 1 ANTENNAS, MOUNTED v I TO CONCRETE PARAPETI � 1 I WALL, PLACED 6'-0" 1D 6'-0' r 1 TOP OF ANTENNA APAhT. _ _ _ _ TYPICAL ANTENNA DIMENSIONS EXISTING ELEVATOR ENCLOSURE 417 Ate 1 n - - - 437 A4 1 8 0 0 V I 232.25' AMSL N�" EXISTING PARAPET WALL I A4 57 AJ 43 AJ ; CENTER OF ANTENNA US WEST COOIITM11k'A1701K _ n I 230.50' AMSL WIRELESS PROJECT EXISTING ROOF STRUCTURE TOP OF EQUIPMENT - 1_ I ci I i I EXISTING RIBBED h PRECAST CONCRETE TOP OF PARAPET -- _ -------- ----------------- - -- 1I-� I I[� 220.50' AMSL COAX CAB I AND LENGTH -- I ; ------ — —1 —, -- `- -- -- - Y --- - -- PANELS (TYP.) - _ .._____� NOTE: � -- - - - - SEE ELECTRICAL LAYOUT DRAWINGS FOR ANTENNA AND FUTURE ANTENNA LOCATIONS GPS ANTENNA ROOF LEVEL POWER & TELCO ROUTING FROM I n ( MOUNTED TO 1 217.16' AMSL OF1 TOR 0 DOWNTILT = NA SECTOR 120 DOWNTILT NA SECTOR 240 DOWN TILT = NA GPA ANTENNA COAXTHIRD FLOOR MECHANICAL ROOM i ® ® PARAPET WALL I I SITE "ORNKT10N LE LENGTH (FT). COAX LENGTH FTr COAL. COAX CABLE ( ) CADLE LENGTH (Fi)• CABLE LENGTH (Fi)r ` E/ TXO XO TYPE TYPE/ TYPE/ POWER ROU71NG FROM SOURCE ® _ _ _ _ e / IE /R TX1/RXI SIZE TYO/RYO TYI/RY1 SIZE TZO/RZO TZ1/RZ1 RT/7X IN THIRD FLOOR ELEC. ROOM .- - - - --- --` =4- ____,, SEWERAGE ffil THROUGH EXIST. CABLE TRAY TO 4-SOA g'_6' 9'-6" LDF4-SOA 9'-6. 9'_6• LOZ4-SOA 9'_8' I TIGARD, OREGON " 1 2 MECHAI`:ICAL ROOM. 5-50A LDF5-50A LDFB-50A LDF4-50A I! ? TERMINATION PT. 7/8" 69'-0' 66'-0" 7/8" 42'-0" 48'-0" 7/8" 43'-O" 3T-O" 1/2" 54'-0" T6 SW 85TH n:'E 1ERMINATION P7. LDF4-5OA LDF4-SOA Z0174 50A '' TO CCA (DOGHOUSE) 1/2' 3'-0" 3'-0" 1 2" !! " / 3'-0" 3'-0" 1/2" 3'_O• 3•_0• i TIGARD, OR 97244 M ® N -- ! TELCO SOURCE II ® POR-084C 0 I (MECH. ROOM) �� I � L _ I Lill * DESIGN TYPE r ESTIMATED LENGTHS FROM AVAILABLE INFORMATION FIELD ENGINEER TO UPDATE LENGTHS ON AS-BUILT DRAWINGS ® 0 ROOFTOP EQUIPMENT 3 OOAX TABLE 11 u ❑ ❑ ❑ ❑ ❑ n n ❑ ❑ ❑ ❑ ❑ ❑ u ❑ ❑ ❑ ❑ ❑ ❑ ❑ n0 AND ANTENNAS A-3 I T ILL-El I SHEET TITLE ELEVATIONS & DETAILS FIRST FLOOR LEVEL 170.00' AMSL SHEET m"ER 18375 SIN 95M � 2 EAST ELEVATION BUP 97-0396 11 or 17 A-3 SCALE: 1 /81, = 1 -0" f FILE: 9772A03 DA1F: 6/12/97 IFTHIS NOTICE APPEARS CLEARER THAN;dE v�T ' �elpp DOCUMENT,THE DOCUMENT 15 OF MARGIKAL QUAUff. o IO�ao ICgOFIIMED 24X - ,T/8,. PLATE X 12"X 12" W/ "` ...-. o........,�.� (4) 5/8" 0 EXPANSION ANCHOR REVISIONS 4-1 2" 0 8"O.C. EA. WAY -'� -.. -- NO. DATE DESClRII°'IM)N 4 �\ 2 A4 � � 3/8" PLATE X � WIDE W/ GPS ANTENNA-- , A4 -j TIP. A-4 (4) 5/8"0 BOLTS 0 6"X 8' `�_ /J L3X3X 1/42'-5'0 / O.C (4) 1/8" t SHIM PLATES '�_�-- -� -- ---— N - M -- � 5/24/97 ZONING REVIEW 2 7 '02/97 ZONING SUBMITTAL Clow 1 .. _ _ _. -, �- ��1��. 1 -"i/4" RGS CONDUIT- __-- - �� W8x21 (GALV) 7/07/97 CD REVIEW _ - - - — ' --- -- - - - - - - - -- - - --- — .' 8X i 2' — _ L 2X4X1/4 3/8' PLATE X „- 4 7/21/97 CD SUBMITTAL 14 EXISTING CONC. PARAPET- — — W8x21 (GALV °' 3 6 -� " '� �- L2X2X3/16 BRACE W/ (2) --- (1) 5/8"0 BOLT TYP. y - - - - - -- - - - - -- - - - - - - -- - - - - - - - - - - - 2-3/4" 4 PLAN MIN. EMBED TO FLANGE 9 - '�� to 7 (3) 3/8" PLATES WELDED- i -- A4 `s ACEXW/ 5/s"® BULOT, TO FLANGE 4 DETAIL TO FORM A A DE FLANGE. �,� If.T A' „ ALSO SEE _ ) (2) 1/4"0 X 4 EXPANSION EXIST. 10" PRECAST A-4 SCALE. A4 3/-16�� ��_�_/ ANCHORS AT 8" O.C. `- ' CONC. PARAPET D `u[C 3 -0" TYP. 3'-0' TYP. .. 1/2" 0 COAX CABLE -- 22'-0" ------10 ---f - - 3/8" PLATE X 12"X 12" W/ 5" MIN. BENDING RADIUS (4) 5/8" 0 EXPANSION ANCHOR S VFN M.N.NL N NOlE4 BOLT HOLE PATTERNS _ 0 8"O.C. EA. WAY r FOR EQUIP, MOUNTING IN DET. 41>Al 2,. --- r I QRTLAM gRECON - 3/8" PLATE X 9" WIDE W/ �/� (4) 5/8"0 BOLTS ® 6"X 8' SECTION FOR EQUIP. LAYOUT SEEGA4 1� Oc __ L C V (4) 1/8" t SHIM PLATES 10" 1 PLAN- EQUIP. PLATF( IM A-4 --- U O 0 1-1/4" RGS ---- SCALE: 1 /2" = 1 '--(}" 3/16 . - � 3/16 � CONDUIT • -- ---- - ---------- _�.r__ ----------------_.___-._._--- - ---- - 3/8" PLATE X _ _ 14' (2) 1/4„0 X 4'" r - 3/8" PLATE X 9"X 20" W/ TT -..-___•_- EXPANSION ANCHORS \, ` - - -' 3/8"X 12"X 12" PLATE 2'3/4" - L2X2X3/16 BRACE W/ A T 8" O.C. 1 W/ (4) 5/8"0 EXPANSION (4) 5/8" 0 DOLTS MIN. EMBED EQUIPMENT ' ANCHORS (1) 5/8"0 BOLT TYP. / / \�\ I 14" TO FLANGE L 2X4X1/4 1 I GPS ANTENNA CABINETel 10 u7 i GAZLEY I 1 I 1 (2) 1/2" LI-BOLTS -- _ PLOWMAN W 8X21 (3) 3/8 PLATES WELDED ATKINSON I I TO FORM A WIDE FLANGE. - Architects &lJL • 3/16 EXIST. 10" WIDE NI Vaughn CONC. PARAPET �-1/2 0 COAX. CABLE 270E 2701 764 3/16 = r PLAN -A'--A' 5 MIN. BENDING RADIUS Suits pa�� 02 9720 G w 8x21 -�--� r--- LEC TI ON -`� 503 274 7800 ("-3� GPS ANTENNA MOUNTT0 PARAPET 7 EQUIP. PLATFORM CONNECTION DETAILA4 NTS I A--4 SCALE: 1 -112" 2 ECTION- EQUIP. PLATFORM - -- -- ---- --------__________-_ _. A-4 SCALE: 1/2" 7_j 1 low- Aw1" - i- !' EXIST. 10" PRECAST UPPER ANTENNA BRACKET 1 1 2" 9" 1 1/2" CONCRETE PARAPET 2'-6" 1 '- 10" 1 '- 10" w 2'-2" 1 1/2" W s ++tt s a 2 7/8" L3X3X 1/4 o - w L3X3X 1/4 -- - ' C I POWER MINICELL XPANSION XPANSION I _ N CABINET CABINET CABINET CABINCT �o -O" US WEST Corrx>r>� kativ u L 6x6xl/4"x1 TYP. — 1/2" JUMPr;� 1 1/2" �_ WIRELESS PROJEa ; war21 (c�LvT;� EQUIPMENT CCA L 4x4x1/4x0'-'9" 1 MOUNTING FRAME (DOGHOUSE) _ - I EQ TYP. W8x21GALV 6„ 7EQ __ — - - MIN. 1 1/2" SECTION/PLAN - `-" '-- - COAX CABLE CONNECTIONS LAYOUT OF CABINETS — L0',,v R ANTENNA BRACKET r \(AT EDGE OF PARAPET CONDITION) 569 INSIDE MINICELL CABINET ON THE CABINET MOUNTING SKID 1'-t0 1/2" 2'-3" 2'-3 9/16" 1'-11 1/4" 3 1 i FOR 1/2" DIA. BOLTS R 10 7/16" �9/'16" x 1-1/2' LONG SLOTTED HOLES A5 �- - 7/16- 21'-0" 6 DETAIL _ to 3'-6" ANTENNA °' ,_�_�— 2-1/2" DIA. x 14'-9" STD PIPE SIT>: it +OR!►iATION TOP FLANGE MOUNTING BOLT HOLES ON SKID FRAME A-q SALE: 31'x" = 1 '-0" FOR PCS EC)UIPMENT (2 CABINETS _ -_ -- --.__-_-..__ -- -- - ---- - --- - - -- �, SEWERAGE ! - EXIST. METAL CAP FLASHING TIGARD, OREGON DETAIL STANDARD STRUCTUIRAL STEEL NOTES: " EXIST. 10 PRECAST NTS 417 2-3/4" CONCRETE PARAPET - SET L 6x6 IN EMBED MIN 16375 SW 85TH AVE ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION JMASTIC BED, TYP. -_ n +Ra, OR 'Q244 UNLESS NOTED OTHERWISE. _ 1/2" DIA. BOLT I POR-0840 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A — � OR A501. TYP. — '-- COAX ROUTING DESIGN TYPE 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING 1/2" U-BOLT -- - — / I SEE SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES TYP. 10 3 x 3 x 1/4" ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE .)2.4 IN THE Q i A5 AISC MANUAL_ OF STEEL CONSTRUCTION , 9TH EDITION. TYPx6X1/4"x1'-O" q ROOFTOP EQUIPMENT 3/15 a 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM L 4x4x1/4x0'-9" q = � - a AND ANTENNAS A325 BOLTS ( 3/4 " DIA) AND SHALL HAVE A MINIMUM OF TWO BOLTS TYP. UNLESS NOTED OTHERWISE. c.1 5. BEAM CONNECTIONS SHALL BE DESIGNED FOR COMBINATION AXIAL, -- ; (2) 5/8" DIA. x 4" EXPANSION SHEET TM EXIST, METAL FLASHING 2" � ---ANCHORS 0 EA. ANGLE HORIZONTAL AND VERTICAL FORCES INDICATE 014 PLANS. IF BEAM REACTION ARE NOT SHOWN, -THE MINIMUM VERTICAI DESIGN FORCE TYP, SHALL BE LINE HALF THE T01-AL UNIFORM LOAD CAPACITY OF [HE EXIST. BUILT--UP ROOF DETAILS ETAILS 6. NON -' 1I.IRAL CONNECTIONS FOR HANDRAIL, LADDER; AND STEEL GRATING MAY USE 5/8 " DIA GALVANIZED ASTM A 307 BOLTS SECTION/ELEV. 5 DETAIL UNLESS NClTED OTHERWISE. SHEET NUM9ER A-4 SCALE: 3" = i '--0" 7. ALL BOLTS USED ARE A307 BOLTS UNLESS OTHERWISE SPCCIFIED. DETAIL 8 PARAPET WALL ANTENNA MOUNT A 416375 SW 8"' I -i l3UP 97-0388 ------ 301 A 4 12 Of 17 NTS - FlLE: 9772A04 DATE: 6/27/97 IF THIS NOTICE.API -ARS CLEARER THAN THE OCT9 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUAL"'V. WC MICROFILMED 1 �• r ' F GENERAL NOTES: CONCERNING ASBESTOS STANDARD STRUCTURAL STEEL_ NOTES: REVISIONS 1. AT ALL TIMES DURING OPENING UP Oc EXISTING AREAS AT THE BUILDING, THE CONTRAC COR SNAIL OPEN AND INSPECT SUCH SPACES TO DETERMINE �'• DA71E DESCRIPTION IF ASBESTOS IS PRESENT. I. ALL METAL WORK SHALL BE IN ACCORDANCE WITH 1HE SPECIFICATION STANDARD CIVIL NOTES: UNLESS NOTED OTHERWISE. 2. SHOULD THE CONTRACTOR IJISCuVER AN7 MATERIAL, WHICH IT SUSPECT; j 5/24 97 ZONING OF CONTAINING ASBES105 FIBERS, THE CONTRACTOR SHALL_ STOP WORK 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A SIT WORK � / G REVIEW IN THAT AREA IMMEDIATELY AND SHALL NUT CARRY ON ACTIVITIES IN THAT . ALL SITE WORK `;HAL1_ BE AS INDICATED ON THE DRAWINGS AND MANAGER OR A,`ip1. STIPULAIEU IN IriE SPECIFICATION PROJECT SUMMARY. 2 7/02/97 ZONING SUBMTTTAI_ AREA THAT AREA COULD DISTURB SUCH MATERIALS. THE PROJECT EVALUATE THE CIRCUMSTANCES Aly') INSTRUCT THE CONTRACTOR ON HOWILL 3. ALL WELDING SHALL BE DUNE USING E7UXX ELECTRODES AND WELDING 2 RUBBISH, STUMr'S DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE AND WHEN TO PROCEED WITH THE WORK, SHALL D1.1. WHERE FILLET' WIELD SIZES CONFORM TO AISC AND AW; REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 7/07/97 v CD REVIEW -` - 3. THE SITE SHALL BE GRNDED TU CADS ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE E SURFACE WATER 10 FLAW AWAY 7/21/97 CD SUBMITTAI_ 3. THE CONTRACTOR SHALL INSTRUCT WORKMFN AT THE SITE TO BE ON THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH ED1110N. FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. ' LOOKOUT FOR MATERIALS THAT MAY CONTAIN ASBESTOS FIBERS AND TO 4. NO FILI OR EMBANKMEtt l MATERIAL SNA NOT DISTURB OR ATTEMPT TO REMGVE SUCH MATERIALS. Ll BE PLACED ON FROZEN GROUND. ��- -- 4. BOLTED CONNECTIONS SHAt l USE HEARING TYPE GALVANIZED ASTM FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR A325 BOLTS ( 3/4 " DIA) AND SHALL HAVE A MINIMUM OF TWO BOLTS EMBANKMENT. 4. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION POSSIBLE 10 PREVENT UNLESS NOTED OTHERWISE. 5. THE SUBCRADE SHALL BE COMPACTED AND BROUGHT THE SPREAD OF ASBESTOS FIBERS THROUGHOUT "THE 'WORK AREA OR INTO GRADE PRIOR TO TI4E CRUSHED STONE APPLICATION, TO A SMOOTH UNIFORM OTHER AREAS OF THE EXISTING BUILDING UNAFFECTED BY THE WOR►• UNDER 5. BEAM CONNECTIONS SHALL BE DESIGNED FOR COMBINATION AXIAL, 6• ALL EXISTItJG AC;11`il: SEWER, WATER, CAS, ELECTRIC, AND OTHER U1iLITIES TO REMOVE FROM THE WORK AREA ANY MATERIAL SUSPECTED r)r= CONTAINING HORIZOREACTINTAL NAL A14 OTERHOWId, FORCES INDICATE ON PLANS. IF BEAM WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, HE MINIMUM VERTICAL DESIGN FORCE AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL USE A ASBESTOS FIBERS. SHAI_I_ l3E ONE HALF TNI:: TOTAL UNIFORM LOAD CAPACITY OF THE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SH011LD BE U`BE " 5. ASBESTOS FIBERS CARRIED AROUND THE WORK AREA OR INTO THE. EXISTINI; UT THE CONTRACTOR WHEN EXCAVATING SA PIER DRILLING AROUND OR NEARC MEMflER. UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE STRUCTURE DUE TO THE CONTRACTOR'S CARELESSNESS OR FAILURE 'TO FOLLOW WORKING CREW. THE PROCEDURES SPECIFIED HEREIN SHALL, AT THE CONTRACTOR'S EXPENSE, 6. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, +� A�C�►j LADDERS AND STEEL 7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTiLIIlES, C'� rI� BE CLEANED UP IN ACCORDANCE WITH E.P.A. REQUIREMENTS. GRATING MAY USE 5/8 " DIA GALVANIZED ASTM A 307 BOLTS WHICH INTERFERE '/VI11-I THE EXECUTION OF THE WORK, SIiALL BE REMOVED UNLESS NOTED OTHERWISE. AND SHALL BE CAPED, PLUGGED OR OTHERWISE 'DISCONANUED AT POINTS CA4EN M. N.PlC�CONCERNING SPECIAL INSPECTION: WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECTTO THE APPROVAL OF ENGINEERING. 331. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFOMED BY AN INDEPENDENT 6. ALL BOLTS USED ARE A307 BOLTS UNLESS CiiHERWISE SPECIFIED. 8. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED B1" ?SIF W-KSPECIAL INSPECTOR PER SECTION 1701 OF THE UNIFORM BUILDING CODE (UBC) NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE �S'JONHALL�BE �f3AND, OREGON j� FOR THE FOLLOWING: GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. � A: BOLTS AND ANCHORS IN CONCRETE: DETAIL �F HOLDOWN ANCHOR BOLTS, INSPECT SIZE AND LENGTH, �0� TYPE (EXPANSION, EXPDXY) AND SPACING. B: WELDING: VISUAL INSPECTION OF ALL STRUCTURAL WELDING, BOTH SHOP AND FIELD WELDING, 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE - ---- - DETAIL OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. 300 CONCERNING EQUIPMENT PAINTING: I. PAINT ALL NEW EQUIPMENT, ANTENNAS, MOUNTS AND MOUNTING HARDWARE VTO MATCH THE EXISTING PLENUM STRUCTURES ON ROOF, PER PAINTING SPECIFICATIONS. (6) 7/8.. COAX CABLES �_ -_ _ _ �7 INISIRUT 3/8 DIA P10-08 - -- --- -- -- - .. ---.... - -.�- _..._—__-- _ CAZLEA W/ NON-INSULATING HANGERS - _ _ ANDREW CAT.NO. 206706-2 SPRING-LOADED NUT �- 0 4,-0" OC TYP / 0'(P PER HANGER) PLOWMAN 1 '-6" / 1/2 " GPS COAX W/ NON-INSUL ATKINSON 2"x2"x2' - -� HANGER ® 4' OC (TYP) CONCRETE UNIS-IRUT P1000, 18" L �� Archil ectmi A.I.A.PAVERS 270t NY Vaughn 1 EQUIPMENT INSTALLATION NOTES 0 4'-0" OC MAX / ATTACH TO PAVERS W/ UNISTRUT MAX. AT X 12" ® Suite 764 �—" 4' O.C. X. ATTACH W UNISTRUT P1000 X 8" ® Poxtl»nd OR 072 A5 I - (2) 3/8 ' DIA EXP BOLTS (3) HILTI SLV ANCH HX / 4' O.C. MAX. ATTACH W/ 10 8 X 1 7/8. DRILL 3/8" DIA. (2) HILTI SLV ANCH HX 603 274 7800 _ GRAVEL SURFACE jh EXISTING 3/8 X 1 7/8. DRILL 3/8" DIA. �r P CONCRETE EXISTING - --- ---- -- 7/8" COAX CABLES PARAPET WALL CONCRETE W/ NON-INSULATING HANGERS (2) 7/8" COAX CABLES PARAPET WALL ANDREW CAT-NO. 206706-2 EQUIP WITH UNISTRUT W/ NON-INSULATING HANGERS Color code the coaxial cables with colored heat shrink tubing as ® 4'-0" OC TYP 3/8" DIA P1008 SPRING ANDREW C`T.NO. 206706-2 LOADED NUT 0 4'-0" OC T1iP descrided below. The actual color coding will take place after the (TYP PER COAX HANGER) CAME SUPPORTS W CONC. PAVERS 1/2" COAX TO GPS ANTENNA , _ -� cable is laid out and the connectors are installed. As part of the 557A EQUIP WITH UNISTRUT coax return loss measurements, this effectively "rings out" which 3/8" DIA P1008 SPRING ® WEST PARAPET LOADED NUT cable is which. So the color coding will occur during the return loss � (TYP PER COAX HANGER) Measurements on the coax. @ EAS f f NORTH PARAPET 0 The color coding is as follows: /-- INTERFACE PLATE RACEWAY - STANDARD CABLE SUPPORT DETAIL To identify the sector: _ I US WEST Cofrrnu*,ations ° ° I ° DETAIL WIRE�EMS PRO)Et:T TX TX TX TX TX 0 SAGE 555 X = RED 0 Degrees or True North SSP sac s2P s2G s�1�P SIG ro_ 0 0 0 0 0 0 0 ° = WHITE 120 Degrees or E.S.E Z = BLUE 240 Degrees or W.S.W RX/DX RX//D,, RX//LAX RX/DX RX//DX RXIDX O S300/P S301/G S2DO/P S2D1/G SlDO/P 5101/G GPS ° To identify the port: @ d Q SITE INFORiWflON 0 = GREEN PWR EXT SEWERAGE ALM El USER T1 ALARMS GNp GNDQ 1 = YELLOW o Co) 0 0 o ° 11CiARD, OREGON GND P I 0 0 So each coax will have two stripes on each end of the cables. These ° o ° 1/2" JUNIPER 16375 SW 95TN1 AAE stripes should be approximately 2 inches long. CABLE (6 TYP) TIGARp OR 97244 For the end of the coax that goes to the antenna, attach thePOR-084G— - ------ - - ! o stripes neer the antenna as possible, ensurir.y that they won't get w _-- -� UEStt�1 TYPE cY ---- - covered up by the weather-proofing and can be seen from the ground. c� w W C) z I -- >- w D � ►- w I z I Imo' r--- p w LLiD O � _ _ w w w COLOR CODING OF COAX CABLES — — — ROOFTOP EQUIPMENT — ANTENNA I6 1 - CABLES AND ANTENNAS DETAIL � ( � � ( 1 571 ff O/RZO TZ 1/RZ 1 I TYO/RY0 lY1/RY1 I I TXO/RXO TX 1/RX 1 IHWT TM 240'AZ 1 20'AZ O'AZ O DETAILS GPS 112" COAX DETAIL CABLE SHUT NUMM 16375 SW 85th BUP 97-0386 6>9 13 of 17 NTS A5 FILE: 9772AO5 DATE: 6/24/97 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCI;MENT IS OF MARGINAL QUALITY. OCT 8 08 MICROFILMED I . I REVISIOINS SYSTEM N0. CAJ2050 NO. DATE DE"IlFdON� (FOMERLY SYSTEM N0.226) SYSTEM NO. CAJ5037 HILTI CONSTRUCTION CHEMICALS (FOMERLY SYSTEM NO.301 ) -- SEE 2 HILTI CONSTRUCTION CHEMICALS SEE -' � 1 5/24/97 ZONING REVIEW -- 7/02/97 ZONING SUBMITTAL 7/07/97 CD REVIEW EXIST. REINF #5 BARS @ 12 O.C. -- --' �-- - _ -- _- �_ _._ i � -`. _• — i � _ ._ __ �+'� Q 7/21/97 CD Si18MITTAL TOP & BOTTOM i i - -- 10" CONC. SLAB -- 2" RGS TELCO CONDUIT 2" RGS POWER CONDUIT 2" PVC PIPE. 6" MIN. RADIU DRILL OPENING TO AVOID REINF. � �,ED -- VERIFY LOCATION OF REINF. AT SITE !S4VEN M, N.PL 6.Mf3T LAND, OREGON �r FLOC?R PENETRATION DETAIL OF 0N'% A-6 SCALE: 1-1/2"=1'-0" SYSTEM N0. CAJ mo (FOMERLY SYSTEM NO.226) SYSTEM N0, CAJ5037 FIRE STOP: 2HR. (FOMERLY SYSTEM NO.301) 2" RGS POWER OR TELCO CONDUIT CxAZLEY HILTI CONSTRUCTION CHEMICALS FIRE STOP: 2HR. / 11/4"X 1" MIN. BOLTS & S' PLOWMAN HILTI CONSTRUCTION CHEMICALS N EXPANSION LAGS W/ MIN. 1 112"0 1-1/2" THICK HOLLOW CYLINDRICAL GLASS ATKINS�N FENDER WA,!iLRS, FIBER UNITS JACKETED OUTSIDE W/ AN ALL SERVICE JACKET, Arehitects A.I.A. (3) NOM. 1 1/2" WIDE X 3" LONG 1/4" MIN. SEALANT W/ MIN. 1/8" 2701 NN Vaughn No.26 MSG GALV. STEEL STRIPS /'I $tiitr 784/ CROWN AROUND THE CONDUIT & Suite nd, 0$ 97210 I + LAP BEYOND THE OPENING EDGE. 503 -9.74 7800 � N0. 1/4" THICK X 2" WIDE STRIP ----- of INTUMESCANT MATERIAL. FACED i ! EXIST. CONC. SLAB — — — — • ON ONE SIDE W/ AL. FOIL. + ' ' • 1/4"X 1" MIN. BOLTS & STEEL --- 1/4" MIN. SEALANT _` EXPANSION LAGS W/ MIN. 1 1/2"0 NOTE: FIRESTOP DETAILS SIM. TO FFNUER WASHERS. DET. 2/A-6 FOR PVC. PIPE do TO — 2" PVC PIPE, 6" MIN. RADIUS DET. 3/x!1-6 FOR RGS CONDUITS. 2� TELCO (OR POWER) CONDUIT EXIST. CONC. SLAB , i I 2" PVC PIPE • NO. 1/4" THICK X 2" WIDE STRIP \� r 4- ' i OF INTUMESCANT MATERIAL FACED I Eo 3r�� i �� / ON ONE SIDE W/ AL. FOIL. WRAP IN i TWO LAYERS W/ ENDS BUTTED & HELD \ 01823 UNISTRUT ANGLE IN PLACE W/ AL. TAPE. WRAP A SINGLE "SMALL PIPE BOOT" BY \ W/ APF�LETON H2O0WB US WEST WIRE AROUND THE ASSEMBLY. PORTALS PLUS COm mIkations CONDUIT HANGER - ATTACH ~ TO CONC. SLAB W/ HEX HEAD ' SET BOOT IN FULL BED OF MASTIC � MUSS PRO CCT RAWL BOLT 1/4" X I" � GROUND WIRESEC - A-A MEMBRANE ROOF 3pp=1,+011 STEEL COLLAR FABRICATED FROM PRECUT 0.016" THICK EXIST. INSULATION (30 MSG) GALV. SHEET STEEL. COLLAR SHALL BE NOM. SITE R40RMAnoN 2" DEEP X MAX 6-1/4" 0 W/ MIN. (5) 1-112" WIDE \ \ EXIST. 2" CONC. TOPPING x 2" LONG ANCHOR TABS. RETAINER TABS 3/4" X 1/2" LONG LOCATED OPP. TO ANCHOR TABS A'�E FOLDED 90' SEWERAGE EXIST. 12" HOLLOW CORE TOWARD PIPE SURFACE. • • • • • • • • PRECAST CONC. ROOF DECK TIGARD, OREGON DO 1/4"X 1" MIN. BOLTS & STEEL- • • • • EXPANSION LAGS W/ MIN. 1 112"o FENDER WASHERS. 1/4"X 1" MIN. BOLTS & STEFL EXPANSION LAGS W/ MIN. 1 i/2"o 01823 UNISTRUT ANGLE 16375 SW 8511N AVE FENDER WASHERS. W/ APPLETON H2OOWB TIGARD, OR 97244 (3) NUM. 1 1/2" WIDE X CONDUIT HANGER - ATTACH 3j" LONG i� No.26 MSG GALV. STEEL STRIPS TO CONC. BLOCK W/ HEX HEAD DRILL. OPENING THROUGH CENTER POR-084G BOLT 1 4" X 1" OF T POR-084 / HE HOLLOW CORE. VERIFY NO. 1/4" THICK INTUMESCANT MATERIAL THE LOCATION OF EXIST. REINF. TWO LAYERS W/ ENDS BUTTED & HELD STEEL ON SITE & AVOID DRILLING DES" TYPE If: PLACE W/ AL. TAPE. WRAP A SINGLE NOM. 1/4" THICK X 2" WIDE STRIP WIRE AROUND THE ASSEMBLY. CLOSE TO THE REINFORCEMENT. OF INTUMESCANT MATERIAL FACED A ON ONE SIDE W/ AL. FOIL. A ROOFTOP EQUIPMENT 2 PVC PIPE 1-1/2" THICr, HOLLOW CYLINDRICAL GLASS AND ANTENNAS �, FIBER UNITS JACKETED OUTSIDE W/ AN GROUND WIRE \., ALL SERVICE JACKET. SHEET TTTLE ��---- 2" RGS POWER OR TFLCO CONDUIT DETAILS 2 FLOOR PENETRATION DETAIL 4 A-6 SCALE: 3"=1'-0" ROOF PENETRATION FLASHING _ S"Eff NUMKR A5 = 3 FLOOR PENETRATION DETAIL SCALE: 1-1/2" 1'-0" 1075 SW 85th BUP g7-0388 A-6 SCALE: 3"=V-0" 140117 FILE: 9772A06 DATE: 7/2/97 NOTICE ---- IF THIS DOCUMENT,THE DOCUMENT 13 OF MARGINAL QUALITY. OCTQCT 9 I MICROFILMED EXIST. MCC - — REVIS*NS PROPOSED U' I 125 NQ DAH AZIMUTH ANTENANTENNA � ELECTRIC., SYMBOLS ------- -' - CADWELD TYPE CONNECTION L> > 7AWW CD UVIL y EXIST XFMR 12018 i COMPRESSION TYPE CONNECTION � 71�p �' �`•'� PROPOSED I I -� f 50KVA A j j 513 5108 ' r 120/24OV, 10 GPS ANTENNA - SEE E2 E2 H 501 REPRESENTS DETAIL NUMBER A4 >E 3 E3 , UNDERGROUND CONDUIT EXIST. PANEL -- T' II PROFUSED 240` PP- 12009 200 INSTALL NEW C.B. -- - - AZIMUTH ANTENNA PROPOSED 12U 120/240VEXIST (EXIST) I AZIMUTH ANTENNA I IN EXISTING SPACE ------- -- - GROUNDING WIRE I 225A , FEEDER - WESTINGHOUSE C'B' SNOT FENCE POW-R-LINE CI SHOWN '" •j I I j PRLI, 14KAIC SHOWN 100 -� PR GiA -IONS I C 3800A BRREVIAl 1720 2 5109 O F413 5108 AWG REGON>i _<0E 2 E2 GAUGE 1 /4 RGS �F �k BCW BARE COPPER WIRE (SOLID TINNED)#2 AWG , P t, j ( 1 #2 AVC , N GPS GEOSTATIONARY POSITIGIM. NG SYSTEM FIRES 06-3( 1 ) #6 THW, CPCS E I UNICKJON - 0-99 SERVICE 9400 S, 9,,1„- a PPS, POWER PROTECTION CABINET 8.ay.ite on• or.yort 97005 PRC phone, 503 292—soon I PRIMARY RADIO CABINET FAx tso3 292-1422 I .E-meil: nmrgerwrp.wm I • NEMA 3R FUSED DISCONNECT SWITCH, 1 OOA 2P 4 RWY RACEWAY 2 OV tooA NEUTRAL AND GROUND BARS TYP. TYPICAL �� ,, I WITH LPN-RK--100SP FUSES RGS RIGID GALVANIZED STEEL I _ 11 \` EMT ELECTRICAL METALLIC TUBING j I DWG DRAWING j I SC = 2050A IGR INT`_'RIOR '03ROUNC RING (HALO) .ACOA ANTENNA CA BI_E COVER ASSEMBLY j 1 1 /4 " RGS BTS BASE TRANSMISSIOP! SYSTEM Y ZL]EY 3/4"PVC (2 ) #2 AWG , P N GEN GENERATOR PLOWMAN I ) EXP EXPANSION ATENSON 2/0 AWG, G POWER ( 1 #2 AX CABINET ( 1 ) #6 THW, G BSCW BARE STRANDED COPPER WIRE I o ISM INSULATED STRANDED COPPER WIRE kcbftacb LLIL 2701 " Vaughn Bab 784 hruamL w mlo 60S 274'7= I P513A517A 524E i ONE— LINE DIA LEC Erb DGRAM _ 500 E3 E3 NTS I ^ POWER MECHANICAL CABINET ROOM 523 FOR FLOOR PENETRATION CORRIDOR SEE 519 104 E2 GROUND CONDUIT 0 --__- FROM ROOF �- MINI-CELL EXISTING I �� POWER OW RRCONDUIT FROj CABINET TRANSFORMER _ _ '•... �> TELCO CONDUIT US WEr�"1' Cotrrr�tlos I _ FROM ROOF 1YVyttm PRO CONDUIT EXIS7'NG EXISTING PANEL POWER & GROUND - I `-I - SUPPORTS ( -- - - - -- _ -" ------ _.--- —._-- SIMILAR TO I MCC I I - PP- 12009 CONDUITS TO RUN IN I O EXISTING EXISTING G CABLE TRAY I I TELCO PANEL 557A (TYP) r i A5 z— ---- _ _ ---- __ - - - --- -- - ----- -- -- -- - --- -'-- - .. .......... 52.5' APPROX fmmm ON _ _ �-• 61 ' APPROX. I � JEWE�./�CiE FUSED DI CONNECT I i SWITCH-( OUNT C"1 J ELEVATOR T>I(',ARDv OREOO11i USING 4 1/40' - CONCR T . EXPANSI N - ANCHO S: WITH (4) L. - - --- --- - -- - - _ `16375 SOIN RST!'1 AVE 1/4" P CERS. ROUTE POWER, TELCO, AND TIGARD, OR 9724 - - - - _ GROUND CONDUIT THROUGH ROOF TO MECHANICAL ROOM POR-084 - -- — - BEL0,W. 104 (TYP 3) ELECTRICAL ROOM ( --- DERM Tm, E2 517 I , ELEVATOR ROOFTOP EQUIPMENT ---- -- - ----------- —- - - ------ - - -- --- .__ - - -_ AND ANTENNAS SfW7M 1 — 0 _ ELECT PUC SITE�A�. �� fE PLAN & ONE-LINE DIAGRAM 0 1 ELECTRICAL_ ROOF PLAN - ,wr ,, umm N E1 SCALE: 114' - - I _ ? FLEC_TRICAL 2ND FLOOR FLAN E 'l f 837�J MV 86th � - ; BUP 97-1'358 16 of 17 I� E1 / SCALE: 1 /4" _ 1 '-0" '229.1136.06 2.E1 D,A7E: 00/04/97 IF THIS N0111CE AFPIE,A.kS CLEARERTHAN THE � �� [M(M�umEN1f','Q`}tIF..kX.1C-'IfMENT Ig OF 1041�ARGFt4AL,QUAI,I Y. + ' Y RFASIONS Not nm --ANTENNA DOWN-TILT Z\l- 7r" CD FNW BRACKET 3, -- C� ® °00000 o aao L; � �j s- ANTENNA -- GROUT ALL VOIDS „ M AROUND �LEEEVE 0 �.-7/16 „ r O o 0 1120 TYP. _ f o ® o p Is p ROOF TOP ANTENNA a o : MOUNTING FRAME ~— - - —� CONDUIT (SIZE VARIES) 3 00 o ° o o a o p p �/i �� „ JUMPER 172°2 CONDUIT ' 6 '.' ) SEE NOTE 2 1 JUMPER 't0 COAX �7REGON \ I 2 OR 3 RULE CONFIGURATION STANDARD ANDREWS CONNECTOR v1XI COAX GROUND KIT, �R£Y S. CONCRETE DO NOT INSTALL ON EXPIRES FLOOR y NOTE: CABLE MEND 08-30-99 TWO HOLE LUG CONNECFGR - - -9 „w e _..0 tiusda. Hwy CONDUIT SLEEVE BOLTED TO EACH SIDE= OF Suite eg97000 GROUND EAR ACCEPTABLE CRIMP CONNECTOR Ph 92- 503; 292-6002 �. TO REDUCE GROUND BAR FROM ANTENNA GROUND X1 1 Y1g, MC.E-."W: r. 90r"ny.cpn NOTES: SIZE KIT; �0 #2 AWG BCW NOTES: CADWELD #2 TO 1. CONDUIT ANCHORAGE IS REQUIRED NEARBY TO PREVENT 1) NEWTON INSTRUMENTS CO. COPPER GROUND BAR OR APPROVED EQUAL, ANTENNA MOUNTING CONDUIT MOVEMENT' THRU PENETRATION. CABLES WITHIN 1/4" X 4" X LENGTH AS REQUIRED, HOLE CENTERS TO MATCH FRAME AND RUN CONDUIT PENETRATION SHALL BE APPROPRIATELY NEMA DOUBLE LUG CONFIGURATION TO EQUIPMENT SEALED AFTER INSTALLATION. 2) SPACER: AS REQUIRED - NO INSULATORS 2. SEAL PENETRATION WITH COMPOUND FOR TWO HOUR UL RATED 3) 5/8" LOCKWASHERS 4) WALL MOUNTING BRACKET GAZ LEY THERMAFIBER SAFETY INSULATION AND FIRE CODE COMPOUND PER UL 5) 5/8-11 X 1" H.H.C.S. BOLTS PLOW MAN DESIGN NO. WL 3034 OR WL 7001. FARE CODE COMPOUND TO MEET 6) TWO HOLE LUG TYPE CONNECTOR TYPICAL � TIINSON HE REQUIREMENTS ()F UL 1479 AND ASTM E814. ALL APPLICATIONS �' PER MANUFACTURER'S RECOMMENDATIONS, UNITED STATES GYPSUM ROOF SURFACE COMPANY OR APPROVED EQUAL. j6y 270! 1R Tt gas m STANDARD GROUND BAR GROUNDING AT ANTENNA OR Irmo SECTION — PIPE PENETRATION AT _ 509 � l 0,4. ROOF TOP MOUNTING FRAME —' 51 OB rr4 leo, CONCRETE FLOOR NTS 6 AWG STRANDED COPPER GROUND • IRE GROUNDED TO GROUND BAR CA6LF GROUND KIT - (STAN ARD ANDREW GROUNDING KIT) #6 AWG STRANDED COFFER GROUND CABLE GROUND KIT us ovw Cormr> m& m WIRE (GROUNDED TO GRUUivu BAR) (STANDARD ANDREW GROUNDING KIT) WMM PROJECT ANTENNA COAX CABLE ---�- � _ _ TO ANTENNA ANTENNA COAX CABLE —�-L _ _ _ - TO EQUIPMENT 6" 3 3/4„ 6" YA'X. DIA. '' � �1/2'° DIA. � --� — -MAX. 12" APPROX. -- SUE tKRIMVITm INSIDE WALL OF CCA TYPICAL CONNECTION OF CABLE GROUND KIT SEWERAGE TYPICAL CONNECTION OF CABLE GROUND KIT FOR ANTEN14A GPS CABLE ATEQUIPMENT END �� • OUMN TO ANTENNA GPS CABLE END CABLE GROUND KIT- 41RE 6 AWG STRANDED COPPER CROUND I' SW &6TH ANE (GROUNDED TO GROUND BAR) CARD, 4 97244 W RE (GROUNDED STRANDED COPPER 0 GROUND BR) (STANDARD ANDREW GROUNDING KIT) (STANDARD ANDREW GROUNDING KIT) POR-084G CABLE GROUND KIT DOM TYKE TO ANTENNA ANTENNA --------= - -- - -- — - - - COAX CABLE 6„ UI ROOFTOP EQUIPMENT ANTENNA - — _ -_ _ _ _ _ t0 EQUIPMENT AND ANTENNAS COAX CABLE 2" 6" swum 1? APPROX.� 00 NOTE: GO NOT INSTALL CABLE GROUND KIT AT A BEND INSIDE WALL-,""'* ALL- TYPICAL CONNECTION OF CABLE GROUND KIT OF CCA ELECTRICAL. DETAILS - NOTE: DO NOT INSTALL_ CABLE GROUND KIT AT A BEND & ONE-LINE DIAD _ TO ANTENNA CABLE END RANI (`J CID r� TYPICAL CONNECTION OF CABLE GROUND KIT smu mumm CV DETAIL _ FOR ANTENNA—AT EQUIPMENT END AT ANTENNA END 513 — UP 9 -03 85th DETAIL _ 16 o 97-0388 51 3 A E2 04 ,e�'7 AT EQUIPMENT END FILL-220139 0(02 DAW-- Od/04/p7 IF THIS NOTICE APPEARS CLEARER THAN THE 9 DOCUMENT,THE DOCUMENT IS OI''MARGINAL QUALITY. 007 MICROFILMED k l RErnsIOM NQ D i 5 1 L.! VOW C D RlV�W ' - GPS AN T E.NNA 2 - #2 AWG BCW 3 L\ 7n" Cru MLWr _ I �� EXOTHERMICALLY _ WELDED BETWEEN � / _ ; - L_'_� MAIN FRAME AND CCA FRAME I � I , EXOTHERMIC WELD GROUND BAR PER 1 .��--1 -1/4" RGS CONDUIT TO SUPPORT FRAME DE FAIL o , TYPICAL --� 524e 3CC� o� C� 0 3 I I I I I 1 I STRUCTURAL ANTENNA INFORMATION AOUNTING 17202 = I ON l , g i SEE 3 1 /,, -�•� V QuiI I I I I I I I I I I OREGON �� MINI- POWER - I 1/2" DIA COAX CABLE A4 � CARL CAB. I -L .L .L ..i, ! I ! I I I ! I I I ,y, ..t,, .1, I I 5" MIN. BENDING RADIUS I 1s. eo U. 2I tel. �y s, 0 0 0 0 �---- GROUNDING KIT EXPIRES 06-30-99 000 � I � _� ' 9400 SW Bvtrs—KMsoale Hwy NOTES: _ Suite 250 — '— Beovert0n, Oregon 97005 ~ I Phone: 503 2 1) X2/0 AWG BSCW TO BUILDING GROUND -•6000 snifMrAx: �soa� 9 292'2-1422 .a-tet: r•. Q1n..ny.twn 2) #2 AWG BCW TO EQUIPMENT CABINETS, AS FOLLOWS, 8 TOTAL SPACES L g GROUNDING LAYOUT - E UIPMENT _)N FRAME2 - POWER CABINET l --<(l 7 2 RADIO CABINET ! 2 - GROWTH CABINET FUTURE 2 - GROWTH CABINETFUTURE 3) STANDARD ANDREWS COAX GROUND KIT, TYPICAL AT COAX ! DO NOT INSTALL ON BEND v4) NOT USED 5 -"'TENNA COAX, 6 TOTAL, 1 SHOWN GAZLEY 6 GPS COAX PLOWMM 7 COAX TO JUMPER CONNECTOR � STANDARD DETAIL ATMSON + GROUND BAR AT EQUIPMENT GPS ANTENNA INSTALLATION ON MAST �524B ml > VON& pwillat OR mile ' I DETAIL W V4 561 i t l i US WEST' Co�r�ll,nicatio� I I i SM WROUMMN — SEWERACF MCAINw, i I 7G�75 5W WM AVE i POR-0840 DEIGN rm ROOFTOP EQUIPMENT AND ANTENNAS slur Tri ELECTRICAL , k DETAILS t 18375 SW 851h - � BLIP 97-0388 E3 17 of 17 I FILE:229-1311-002 DAIZ 06/08/97 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALI i Y. OCT MICROFILMED . I 4� i lw,D; It