Loading...
8777 SW BURNHAM STREET-1 I ABBREVIATIONS & SYMBOLS s S ILL 1 PCS COMMUNICATIONS ACD ACCESS DOOR MI I, H. MECHANICAL r — - - DETAIL NUMBER mo SW MOHAWK, BLG. F ADJ. ADJUSTABLE MFR. MANUFACTURER ALUM. ALUMINUM MIN. MINIMUM GENERAL CROSS TUB LATIN, OR 97062 APPROX. APPROXIMATE ti111. '.,A ETAL � ' REFERENCING AWG AMERICAN WIRE GUAGE MGR. MANAGER BLKG. BLOCKING N.I r' NOT IN CONTRAIL ] -- - - SHEET NUMBER BMR BASE MOBILE RADIO N 1".5. NOT TO SCALt- CLBCAB. CEIL NG 0.OPP. OPPOSITE R ELEVATIONTIGARD CONIC. CONCRETE P1 PAINT _ _Ull CONT. CONTINUOUS PR, PAIR SECTION g� �a � �N N RCU COPPER S.F. SQUARE FOOT _ 1 y,�DIA. DIAMETER � PAIR � �,. ..�....�....,.. ,.ti![�-�. - *14r W SHT. SHEET GAS 047C 3�__ DWG. DRAWING SIM. SIMILAR `� ���������������� � V�i'�d \ ��� • ' I L. ... ......nno!!o� :o',�eT�e'1 arS Poltr�Alr�. OREGON EA. EACH STL. STEEL (2� DETAI SS�C9-9b � UN 11W>b�d �J� ELECTRiCAL :11 pQpsep Niom rqt Altio 10ELLEC. TIGARD, OREGON ............pr)n0a[dHEQ. EQUAL S.V. SHEET VINYL C� OF EQUIP. EQUIPMENT TGL TEMPERED GLASS EXIST. EXISTING TNND TINNED I EXT. EXTERIOR T.O.C. TOP OF CONCRETE t�t�VEil.l =10 �lJ.E7 F.F. FINISHED FLOOR T.O.M. TOP OF MASONRY GA. GAUGE TYP. TYPICAL GALV. GALVANIZED U.O.N. UNLESS OTHERWISE NOTED GBX GYPSUM BOARD TYPE " X" V.I.F. VERIFY IN FIELD KFV15101�15 c G.C. GENERAI CONTRACTOR V.T. VINYL TILE GRND GROUND WDW. WINDOW NO I DATE I DESCRIPTION GYP. BD. GYPSUM BOARD W.W.F. WELDED WIRE FABRIC HARD'WD. HARDWOOD W/ WITH INT. INTERIOR & AND 0 6/6/96 CD REVIEW MAX. MAXIMUM ® AT '1 6/14/96 CD Pt RM1T SHT. II DESCRIPTION N0. VICINITY MAP SCALE: N.T.S. T-1 TITLE SHEET AND VICINITY MAP 1 C-1 SURVEY � � -` - - A-1 SITE PLAN AND ENLARGED SITE PLAN A-2 EXTERIOR ELEVATION AND AZIMUTH PLAN A 3 EQUIPMENT AND CONSTRUCTION DETAILS �- ti EQUIPMENT DETAILS quo y = �O�J N�� s 'E-1 - ELECTRICAL PLAN AND DETAILS _-_ T.^---- -- (,AZLEY \ PPG 't'V E-2 GROUNDING PLAN AND DIAGRAMS PLOWMAN E-3 ELECTRICAL CQUIPMENT AND DETAILS _ - ATKINSON Architects A.I.A. 2701 NT Vaughn ��. --- -----___ .—.__-- ___ ---- --- Suite 784 SPRINIF Portland, OR 97210 IIIIIIIIIIIIIIIIIIIr 503 274 78M NMN ____--- -- -- - - SITE " " - - PROJECT MANAGER ?P� DECLINATION = 1 + - - --__ LUCENT TECHNOLOC=!ES -- - AND BECHTE'. ALLIANCE DRIVING DIRECTIONS - SPRINT FROM BEAVERTON TAKE 217 SOUTH TO PACIFIC HWY (99W). TURN RIGHT ON PACIFIC HWY TRAVELING WEST. TURN LEFT ON HALL BLVD -- - -- - ----------- -- SPECTRUM TRAVELING SOUTH. TURN RIGHT ON BURNHAM ST.. THE SITE WILL BE ON THE RIGHT. CITY HALL IS ON THE LEFT. LIMITED PARTNERSHIP SHEET INDEX PCS INSTALLATION PROJECT SITE NAME: THENCE, NORTH 40'07'32" WEST, 40.00 FEET; IIGARD _PROJECT MANAGER SITE blAME SITE NAME TIGARD, OR THENCE, NORTH 44'S012" EAST, 40.00 FEET TO THE POINT OFFTIGARD BLGINNING. PROJECT •DESCRIPTION BECH-TEL TAX LOT: 2,000 6975 SW SANDBURG RD TIGARD, ORE6JN ACRES: 4.04 l UNTAINS 1,600 SQUARE FEET. SUITE 3:., OR 97223 0 SITE ADDRESS: TIGARD SITE DESCRIPTION THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF TIGARD � ANTENNAS AND ASSOCIATED EQUJPMENT CABINETS FOR SPRINT 4777 SW E',1RHAM A PARCEL. OF LAND AS DEPPICTED IN RECORD OF SURVEY NO. SPECTRUM MOBIL SERVICES' PERSONAL COMMUNICATIONS SERVICE TIGARD, OR 97223 TIGARD, OREGON 24,689, WASHINGTON COUNTY SURVEYORS OFFICE, BOUNDARY (PGS) NETWORK. A TOTAL OF 12 ANTENNAS AND 5 EQUIPMENT PHONE: (503) 598-3937 OWNER: LINE AS FOLLOWS: ACCESS EASEMENT DESCRIPTION (PROPOSED) CABINETS ARE PROPOSED AT THIS SITE. EACH ANTENNA IS 6.3" —" WIDE BY Z" INCHES DEEP BY 5'-4" TALL. THE SELF-CONTAINED CONTACT: RICK ER!CH CIT-f OF TIGARD 517E NUMBER BEGINNING AT THE MOST NORTHWFSTERLY CORNER, OF SAID A TRACT OF LAND SITUATED IN THE SOUTHWEST ONE-QUARTER EQUIPMENT CABINETS ARE BY .5 WIDE LL 2'THE DEEP BY TAINS 13125 SW HALL BL`/D. PARCEL AND BEING OF SECTIG 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAME TIE. TIGARD, OR 97223 DESCRIBED ON THE FOLLOWING COURSES: SOUTH 40'07'--32" TALL. THE SYSTEM WILL BOTH TRANSMIT AND RECEIVE RADIO CITY ADMINISTRATOR: WILLIAM MONAHAN MERIDIAN, IN THE CITY OF' TIGARD COUNTY OF WASHINGTON SIGNALS FOR A REGIONAL_ PCS NETWORK. (503) 639-4171 EAST 535.98 FEET; SOUTH 02'05'37" WEST, 214.72 FEET TO A AND STATE OF OREGON AND BEING A PORTION OF THAT TRACTARCHITECT CAS O47C CURVE FOR A LENGTH OF 48.54 FEET, A RADIUS OF 31,00 FEET A.�_L OF THE ANTENNAS WILL BE MOUNTED ON A 100' MONOPOLE -- OF LAND IN SURVEY N0. 24,689, WASHINGTON COUNTY SURVEY 10 BE ERECTED ON THE SITE. THL EQUIPMENT CABINETS ARE GAZLEY PLOWMAN ATKINSON AND AN INCLUDED ANGLE OF 89'42'40"; NORTH 88'12'07" WEST, RECORDS AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: ARE PROPOSED TO SIT NEAR THE BASE OF THE MONOPOLE A APPLICANT: 64.54 FEET TO A CURVE, FOR A LENGTH OF 149.07 FEET, 2701 N.W. VAUGHN A RADIUS OF 190.00 FEET AND AN INCLUDED ANGLE OF 44'57'16" COMMENCING AT A SOUTHWESTERLY CORNER OF SAID TRACT, NEW 6' HIGH, 40' X 40' FENCE IS PROPOSED TO ENCOMPASS SUITE 764 SPRINT SPECTRUM L.P. SITE ADDRESS NORTH 43'14'49" WEST, 351.79 FEET NORTH 46'42'07" EAST, SAID POINT LYING ON THE NORTHERLY RIGHT JF--WAY LINE Al OF THE NEW EQUIPMENT PORTIAND, OR 97210 7770 SW MOHAWK 253.17 FEET; NORTH 40'07'32" WEST, 251.21 FEET; NORTH OF S.W. BURNHAM STREET (C.R. 997); THENCE, SOUTH 43'14'49" BUILDING F 1 44'50'12" EAST, 80.31 FEET TO THE POINT OF BEGINNING. WEST ALONG SAID NORTHERLY RIGHT--OF-WAY LINE 55 8 FEE f PHONE.: (503) 274-7800 TUALATIN, OR 97062 MORE OR LESS TO THE POINT OF BEGINNING OF THE HEREIN OFFICE (503) 612-1000 8777 SW BURNHAM N WJE CT AREJ� DESCRIPTION EASEMENT CENTER UNE DESCRIPTION; CONTACT: STEVE PLOWMAN TIGARD, OR 97223 A TRACT' OF LAND SITUATED IN THE SOUTHWEST UNL -QUARTER OF THENCE, A!.ONC; THE CENTER LINE OF A 10 FOOT WIDE STRIP ZONING_ CENTRAL BUSINFS:� DI<_,1RICT '' TOWNSHIP 2 SOUTH, RANG 1 WEST, WILLAMETTE OF' LAND, 5.00 FEETONEACH SIDE OF SAID CENTER LINE, OCCUPANCY: N\A SECTION E NORTH 45'�0 46' LAST, 265.74 FEET; _ MERIDIAN, IN THE CITY OF TIGARD, COUNTY OF WASHINGTON CONSTRUCTION TYPE: N\A SHEET TITLE` AND STATE OF OREGON AND BEING A PORTION OF THAT TRACT THENCE, NORTH 40'07'32" WEST, 264.02 FEET TO THE TERMINUS 01 SITE_ACQUISITION OF LAND IN SURVEY NO. 24,689, WASHINGTON COUNTY SURVEY SAID CENTER LINO DESCRIPTION. RECORDS AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: SU 1 UO TITLE SHEET A N D SIDELINES SUBJECT lU LENGTHENING AND/ OR SHORTENING lei SUITE TO TERMINATE UPON THE PROPER BOUNDARIES. TIGARD, , HA 97224N ST, VICINITY MAP COMMENCING AT THE MOST NORTHERLY NORTHEASTERLY CORNER TIGARD, OR 91224 OF SAID TRACT; THENCE, SOUTH 44"50'12" WEST ALONG THE CONTAINS 5291 SQUARE FEET. WESTERLY LINE OF SAID TRACT, 4U.31 FEET TO THE POINT OF PHONE: (503) 598-1880 T 54 iEET NUMBER BEGINNING OF THIS DESCRIPTION; CONTACT: MO KAHN A U A COMPLIANCE: i THENCE SOUTH 40'07'32" EAST, 40.00 FEET FACILITY IS NOT STAFFED AND NOT NORMALLY OCCUPIED THENCE, SOUTH 44'50'12" WEST, 40.00 FEET; T • l LEGAL DESCRIPTION LEGAL DESCRIPTION PROJECT DESCRIPTION PROJECT TEAM PROJECT SUMMARY 9636'1001 Burnham Str. 8777 BUP96-00355 t 9 I of .. - -_ -._. .__ .. ......,e,,.u:._....,,...__,::.. .. _ .._., ._._ .r-..�_ ___. .._--_•..___..�r.:y�. ..:a....a:�.rT :.,�!'..RAzrs:. ...�`,., f,�1,. .�....,.,.,�.., ,,.,.-,._. ........._, ..,... , NOTICE: IF THE PRINT OR TYPE D"! ANY III IIIIIII III III III III III III III III IIT III III LI? l - 3I I 4l1 III I h 111 I 1 -II- Il - 6II g� III III II I II I�I I III II I i II l l l !2MAGE IS NOT AS CLEAR AS THIS NOTICE, 1 —I ! 11.11 , v` IT IS (TUE. TO THE QUALITY OF THE No.se DOCUMENT r 6z L_ fly Lz 9z sz bz t. z >; �z tz I oz s [ R [ L�t tat sIt T1bt 1t zllt illl c�t s ORIGINAL I IIIIIII I ILII 'I VIII II11 III IIIIIIiIIIIIIIiiIII�IIIIIIIII IIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIII Illllllll Illllllll�illl Illl��llllllll IILIIIIUIIIII�W.l11.Li1111111U1 11 111 ILLI IIIIINIII � �� I I� I IIIIIII I.IIIIIIIIIIIIIIII�I IIIIIII III III IIIIIIIIIIIIIIIIIIII�IIIIIIIIIII IIIIIIIIIIII� I t . ► 1 t 7 NOTES: / S' TE UESCRIP TION A PARCEL OF LAND AS DEPICTED IN RECORD OF SURVEY NO. 24,689, SSLP 4>U 1. BEARINGS BASEL) ON FHE OREGON STATE PLANE COORDINATE SYSFEM OF 1943, NORTH ZON, . WASHINGTON COUNTY SURVEYORS OFFICE, BOUNDARY LINE AS FOLLOWS: ?' •C,O�\ � 2 FIELD DATA WAS GATHERED HY Wedl PACIFIC ON 4,17/96 BEGINNING AT THE MOST NORTHWE'STERt Y CORNER OF SAID PARCEL AND PCS COMMUNICATIONS tC% co SCI J. SIT,- DESCFIPT!;W IS FROM A , .ARCEL OF LANG AS i�EPICFEO IN KBEINGLCORO OF SURVEY DESCRIBED ON THE FOLLOWING COURSES: SOUTH 40'07'32` EAST, 535.98 7770 SW MOHAM BIG F \� ��Q • No 24,689, WAiHINrTON COUNTY "ZORVrYOR'S OFFICE FEET; SOUTH 02'05'37' WEST, 214.72 FEET TO A CURVE FOR A LENGTH 4. CONTOURS Ar ELEVATIONS SHOWN ARE REFERENCED TO WASHINGTON, COUNTY BENCH OF 48.54 FEET A RADIUS OF 31.00 FEET AND AN INCLUDED ANGLE OF IIJALARN, OR WW MARK if 81 J, A BRASS CAP iET ON TOP OF AN IRON PIPE` ON FALL BLVD, 153 FEET LENGTH NORTH 8 FEET, A` WEST, OF 1 FEET TO A CURVE, FOR A �/ LENGTH OF 149.07 FEET, A RADIUS OF 190.00 FEET AND AN INCLUDED � SCx1TH OF BRIDGE OVER FANNO CREEK, 18 ET EAST CENTER LINE OF HALL BLVD. N, j• 74a FEOF ANGLE Of 4457'16`; NORTH 43'14'49" WEST, 351.79 FEET, NORTH - Op 1 •• 5TAMPE-D `1507 (CII T' Of POR TLA.NO BM), ELEVATION - 148 59 US FEET. USGS '42'07" EAST, 253.17 FEE T; NORTH 40107 32' WEST, 253 21 FEET FE /2 IRON PIPE 46 \\ -POWER POLE X1346 5 THIS .S NOT A BOUNDARY SURVEY, THF MONUMENTS FOUND IN THIS SURVEY WERE NORTH 4450'12" EAST, 80.31 FEET TO THE POINT OF BEGINNING. DESCRIBED IN SURVEY NUMBER 24,689, WASHINGTON COUNTY, OREGON. �P�N Q Tvp 761, 'I f 6. TRUE GEODETIC AZIMUTH - GRID AZIMUTH (BF_ARING BASE) + MAPPING ANGLE (0) = 11pJ)\ MAPPING ANGLE (0)- -1'36'31" FE YYY \. 1010 2 ` �C 7 SITE APPEARS TO LIE IN ZONE C. AREAS OF MINIMAL FLOODING, PER FIRM MAF OF "Pee •\ MARCH 1, 1981 119R COMMUNI FY 410276 PANEL NUMRFR 0003 N CITY OF 11GAR0, T�Q� F COUNTY OF WASHINGTON AND STATE OF OREGON. SITE F/�TOp 14. �)8, �`� / `• ���c+ ACCESS EASEMENT DESCRIPTION (PROPOSED) QPc, /gip Y.�'FE ))Pe � 1)8, � n / ` \ ��,J ,p A TRACT OF LAND SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION ?, /R F • J �-� TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, IN THE CITY OF TOp 199, TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON AND BEING A o UTILITY STATEMENT: PORTION OF THAT TRACT OF LAND IN SURVEY NO. 24,684, WASHINGTON VICINI TY MAP FF �� ?' `J `, COUNTY NOT T SURVEY RECORDS AND MORE PARTICULARLY DESCRIBED AS A T St ?)6'Y ® ` THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY ==0 O SCALE Op ? y INFORMATION AND EXISTING DRAMNGS. THE SURVEYOR MAKES NO GUARANTEE COMMENCING AT A SOU THWESTERL Y CORNER OF SAID TRACT, SAID POIN7 F "Pee � � Gy V �p THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN LYING ON THE NORTHERLY RIGHT-OF-WAY LINE OF S.W BURNHAM STREET _ ��16• / . PROJECT �F•Q ` THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES (C.R. 997); THENCE, SOUTH 4374'49" WEST ALONG SAID NORTHERLY AREA T y\ � v NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT RIGHT--OF--WAY LINE 55.8 FEET AICRE OR LESS TO THE FOIN'; OF BEGINNING kEVISIONS I ori \� m�1:k \ .\ LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS OF 111£ HEREIN EASEMCNT CENTER LINE DESCRIPTION; 5/8 IRON ROD W/YPC /, �00 ,A�� `' ACCURA TEL Y AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS THENCE, ALONG THE CENTER LINE OF' A 10 FOOT WIDE STRIP OF LAND, 5.00 NO. DATE DESCRIPTION MARKED CASWELL PLS 737 �-F �� FEET ON EACH SIDE OF SAID CENTER LINE, NORTII 45'.70'46 NOT PHYSICALLY LOCATED THE UNDERGROUND UTIUTIE.S. " EAST,26574 FEET J ,�6 , _ PROPOSED 10' / rX(,ESS EASEMENI THENCE, NORTH 40177'3'2" WEST, 264.02 FEET TO THE TERMINUS OF SAID 5/3/96 BONING REVIEW CENTER LINE DESCRIPTION. A -i_ �1� WO SIDELINES SUBJECT TO LENGTHENING ANO/OR SHORTENING TO TERMINATE 1 6/14/91a l L PERMIT UPON THE PROPER BOUNDARIES. CONTAINS 5291 SQUARE FEET i P A I / APHAL T PARKING LOT \ .\ 40 F 0 8.105 S.W. Nimbuq Avenue BEAVERTON, OR 97008-71220 30 60 / Phone: 503 826-045.5 Fax: (501j__526-0775 / \ Planning • Engineering * surveying Landscape Architecture • Environmental Services PROJECT AREA DESCRIPTION ( VEE E f ) \ "o\ ASPHALT 1 In,.h = 30 ft. // s r' A TRACT OF LAND SITUATED IN THE ,SOUTHWEST ONE-QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST, MLLAMETTE MERIDIAN, IN THE CITY OF GAZLEY BEING A PORTION OF"HA TY OF OF LD WASHINGTON SIJ RVEY NAND STATE O.OREGON 24.689. WAD PLOWMAN / ?+ \ COUNTY SURVEY RECORDS AND MORE PARTICULARLY DESCRIBED AS ., / F \ FOLLOWS: A TKINS O N COMMENCING AT THE MOST NORTTIfRLY NORTHEASTERLY CORNER OF SAID PK NAIL TRACT,• THENCE, SOUTH 4450'12" WEST ALONG THE WESTERLY LINE OF A bitet'ts A.I.A. W/WASHER SAID TRACT, 40.31 FEET TO THE POINT OF 6EGINNING OF THIS\ DESCRIPTION; 2701 NW Vaughn/UNDERGROUND / / ELEV.=160.83 TELCOTHENCE SOUTH 40 ST \\ 177'32" EAST. 40.00 FEET, suite 764 • ^ � _� `C -� m\ Portland, OR 9►21U \ TRENCH OORDINAIE LIST FOR CENTERLINE �- G \ THENCE, SOUTH 4450'12" WEST, 40.00 FEET; (APPROX, �66A TION) / OF PROPOSED ANTENNA 24 \ 503 274 7800 9 THENCE, NORTH 40107'32' WEST, 40.00 FEET,• NAD 83 GEODETIC COORDINATES �\ \ / " _ LATITUDE: 45.2542.07" N / THENCE. NORTH 44'5012 EAST, 40.00 FEET TO THE POINT OF � BEGINNING. LONGITUDE: 122'46'05.3x" W � 0 O`' \\� CONTAINS 1,600 SQUARE FEET./ NAD 27 GEODETIC, CO RDINAIES_ 1' PROJECT MANAGER \ \ \ APPROA C // I_A TI TUDE: 4 5'25 42.65" N \ LONGITUDE: 122'46'00.98" W LUCENT TECHNOLOGIES °' A NAD 83 STATE PLANE COORDINATES AND BECHTEL •� \ \ \ FIRE STATION NORTHING: 650,437.80 Si. FT. ALLIANCE`�`� Q� s'o (APPROX. LOCA` ) EASTING: 7,619,887. 12 Sl, FT, C x,� ASPHALT 1 CONVERGENCE ANGLE O - -1 46 02 �. � / SPRINT START HAND HOL % <v� ��, .\ a !. SPECTRUM (APPROX. LOC / PROJECT a/F,� PUB PROJECT LIMITED PARTNERSHIP \ \ \ \ \ APHALT PARKING IAT 00�- ���� ,� AREA PCS INSTALLATION \ \ c���0 ��•� ^�ti �'/ / PROJECT Iro LEGEND: \ •�. �•F, �� �� h GPS CONTROL POINT S(TE NAME � r•O `rl' � / / PROPOSED 10' R O c / ACCESS EASEMENT \—TRUE 0 FOUND MONUMENTS `rir0 C) / J/ NORTH AS i40TED j TIGARD {} POWER PULE TIGARD OR 3'0. FIRE HYDRANT _ SITE NUMBER PROPOSED 10' \ �" / / T \ �[D CATCH BASIN ACCESS FASEAIENT \ C� 50 r PROuEC AREA . . - TREE CONCRF7E DRIVE / ' / ` `{> .r. > ��, CAS-047C } / \ . / O Q \ -•J s, / / \ '`�'� ,h0,b0 PROPOSED TOWER o �. as \• \ o`c^ �, a SITE ADDRESS \ *'O ��Fs ' / ` / \ _ __. .__ _...160.._.` _ _. CONTOUR LINE - \ POEM ACCESS s:. L EASEMENT \ 8777 SW BURNHAM �' —•••—•••--•••---•••— DITCH CENTERLINE TIGARD. OR. 9722 PROPERTY BOUNDARY LINE \ �., c.► ' "a, ° CHAIN LINK FENCE 'SHEET TnU \ l 5/8" IRON ROD \ \ W/RPC "W&H PACIFIC" \ \ ll L!V f`'f `.:;; + L '��.�F,'�'I 1' 4�,��'��) �, ELE.V.-158.54' EDGE OF {PAVEMENT SURVEY PRUPUSE'D 10- ----- - --- - - PROPOSED ACCESS EASEMENT LINE ACCESS EASEMENI' X90N8812'07" 4 LEASE ARTA BOUNDARI' /49O o• W �L� \ CURB 8 PROPOSED SHEET NUMBER ACCESS EASEMENT AND C 14 a--L_ 1 :j I- 1 I RAILROAD TRACK LEASE AREA DETAIL \ NOT TO SCALE ^A.�.'-'ADE j# 047 L C - 1 9s36CO01 1�8 i Burnham Str. 8777 BUP96-00355 2 of 9 II I IIII IIIIIII IIIIIIIIIIIII IIIIIII II I I TTIIIIIII II � I1 I ITIT IIIIII 11111.1111111141 II I7 IIIIIIIIIIIIIII I I I I I 1111 1 I I I I IIIIIII IIIIIII IIIIIIIIIIIII1IIIIIIIIII III NOTICE: IF THE PRIIAT OR TYPE ON ANY ' 1IMAGE IS N01 AS CLEAR AS THIS NOTICE, 3 4 lor4 �.....� � IT IS DUE TO THE QUALITY OF THE "°.3e ORIGINAL DOCUMENT E 8L 8L LZ 9Z Z 107 SIZ Z [iZ OZ 8l[ 13fi Gl 91 9[ 61 !;i �i Li i 8 8 G I 9 4 I �3' I 8 Z I ITai�,1w III ►III III 11 11l L�.LII►L«llll�llull�ll�.�IIIIIIIII�IIIIIIIII IIIIIIIIIIIIIII►�I�IIII�IIII ►►►I���� ����1���1 ►��Il���� �II�I►��������(����i�� ���1 ►► ►�►1111 ii�������f!I�����llWllll,il 1- lllllllllllllll 1.41,11111111�k11 I I IIIIII Illilllll IIIIIII IIIIII ul I III � I k I W IKON PIPE SSLP KEY POWER POLE p346 O PRIMARY POWER CABINET UNDERGROUND POWER qP PCS COMMUNICATIONS LINES FROM <^�, O Q UTILITY POLE — O PRIMARY RADIO CABINET PROPERTY ---�\ aQQO / � 7770 SW TUALATINOR 9797062 HAWK, BIG E UNDERGROUND POWER O GROWTH CABINET , � LINES FROM r 9 EXIST. / UTILITY POLE #34613, Q,p O COAX ASSEMBLY COVER FENCE - SEE4 / E 1 �' ♦ - COORDINATE LIST FOR CENTERLINE I OF PROPOSED ANTENNA VEN M.N.PL NAD 83 GEODETIC COORDINATES Y'N �'A "(} UTILITY POLE j LATITUDE: 457542.07- N FPO C'p >. .(�,. "-3 / LONGITUDE: 122'46'05.33' w 5/A' IRON ROD W/YPC -,�/ Occ,All JJ PORTLAND, OAECCN ,t NOTE i j {v. NAD 27 GEODETIC COORDINATES MARKED "CASWELL PLS 737 Esc^ VERIFY TOPHAT OF MONOPOLE . unnJDE: 437542.x3' N p DOES NOT EXTEND BEYOND / s' LONGITUDE: 12248'00.98- W e \ PROPOSED 10' ��� �f �vO ACCESS LASE44EN/ f LEASE LINE / / NAL) HI STATE PLANE COORDINATES r `\ NORTHING: 650,437.80 S. FT. EASTINC 7,619,887.12 S!. FT S CONVERGENCE ANGLEsp ( 1 - -1'46.02- P � yr i^ REVISIONS DESCRIPTION AP PARKING LOT \ PO,O ",T NO. DATE PROJECT / AREA i 162'-0" \ SOL 0 6/6/96 CD REVIEW NEW EXTRUD � y yp CURE! �� , \b ASPHALT 16/14/96 CO PERMIT / r-• r-� r-� r-a �-�----UNDE.RGROUND TELCO 'pr O c`=�- - =� - - - = - -`_�� / ♦ LINES FROM 0 o�\� i NEW FEN � UTILITY POLE - / \ / SEE MONOPOLE q._3 3 I ry n MONOPOLE S � \ / FOUNDATION a j GRAVEL PAVING i OVER ENTIRE �� - A J PROJE6T AREA \ // ABOVE T U. 9'AA-\ GA7,LF,Y 01 7 \\ // SEEa PLOWMAN \ 3 `0. \ ATKINSON \ COAX CABLE I ♦♦ \ © SHROUD FROM Arc6itecLv A.IA. I EO CABINET 0P �' Vaughn \ \ © NEW 6'-0" M HIGH TO MONOPOLE $ �7 Q FENCE ATTACH TO SEE { � \ \ EXIST. FENCE 9 / /� Portland. OR 97210 C ♦ \ SEE A_3 .503 Z74 7800 ♦ \ ASPHALT . �. =3 APHALT PARKING LOT ♦ EXIST. 162.33 NEW 1� ♦ _ 75, P w \ \ REMAIN O CURBFXTRFD yq , c� CURB 1y ♦ \ �, .`� /' PRE-CAST S PROJECT MANAGER EQUIP. SLAB ♦♦ ' i " .`4` °.1.00� SEE 4 ��j �/jjO / LUCENT TECHNOLOGIES \ `To °`FP A-3, !i AND BECHTEL ♦ PROPERTY \ ® �Co``\ ALLIANCE v LINE \ 0'% PROPOSED IO' ♦ / /) N Q / ACCESS EASEMENT -o" ♦ ExIST. SPRINT r FENCE\. NOTE:. \ /' SPECTRUM♦ ,a „� i EXISTING SAND BUNKER WALL BE m ♦� \ ,i,' �;, LIMITED PARTNERSHIP PROJECT MOVED AWAY FROM PROJECT AREA AREA \ f TION LINE PCS PROJECT z♦ EXIST PLANTER 2 /, ♦♦ TO REMAIN�7 �'� �� NEW i2'-0" WIDE GATE 511._ NAME \ / (2) 0" GATE LEAF .� CONCRETE DRIVE / O ♦ �/ SEE 1 1 r . S \ ,. .. NEW ACCESS A-3 e / � EASEMENT r,�, TIGARD ♦ ♦ o, TIGARD, OREGON POB ACCESS 6• i .�O p i� EASEMENT UTILITY DEMARCATION ,' ♦ / \ b SITF NUMBEk BOARD SEE 1 _ A 4 s 161,_0„ AS O47C � h C. UNDERGROUND TELCO LINES FROM-- OA�f?r 'O \ \ O \ �G UTILITY POLE. #346 j(,`S(" O C{� QOM �/ji 1 '��'ALE SITE ADDRESS I SEE C4 1%. 9 y �n 0 15 to �fp FEET 8777 SW BURNHAM 1 Inch = 30 ft. TIGARD, OR 97223 �r SHEET TME SITE PLAN AND may, ENLARGE SITE PLAN y SHEET NUMBER TN MN 9p I M,V - ��S ENLARGED SITE PLAN - 2 SITE PLAN A - 1 A--1 -A[ L 1 !4" I , _0,. (1) �T - DECLINATION = 19' SCALE: 1 ' == iJ'- 0" UECUNA.IION = 19' 963UA607 7/0 Surnham Slr. 8777 ©UP96 00355 30 9 NOTICE: IF THE PRINT OR TYPE ON ANY ffllt I�IIII IIIIIIillllll IIIIIII VIII I IllillT TIT1T IIIIIII I�I11 I IIIIIII I�I�I I IIIIIII IIIA IIIIIII VIII 1 IITiTII VIII I I�IIIII III III IIIA"rl IIT til III�I III I IMAGE IS NOT AS CLEAR AS THIS NOTICE, Tr f I 1 I. `j„� I I I II 4I I II jl I I �I I �I I g l y 1 1 1 �I 1 �1� IT IS DUE TO THE QUALITY OF THE I-� TT' lU �,bl e. _ ORIGINAL DOCUMENT I qg�� L6 96 96 �Q 616 6 t6 6 1 B[ Lt t 1 I Bt i it t L Y 9 6 I>Iw uu uuluu T1111181111 III m1111 uuluu uullm mliul I�ulliuduu uidmi uuluu uuluu uuluu uuluu uuluu IIdmI IUlluu uullm uullm uuluu u�ul uu�u mlhm m u�m uuiull I ' SSLP PCS COMMUNICATIONS MO SW MOHAWi BLG I* TUALATIN, OR 97062 a COAX LENGTHS 0' SECTOR I�c ' �ECTC>k I 240' SECTOR 135'-0" 135'-0" AN M.N.PLQtltr1M. C:C' — •fit• R�(. • � PORTI AND, ORFUN OF 1 w Y U REVISIONS r (4) PROPOSED PANEL N : ANTENNAS PER FACE. NO ? DATE � DESCRIP;!nN TOTAL OF TWELVE Q A '0 '-Q_ABQVE FINAL. GRADE � - 8" ABOVE SEA LEVEL 3'-10"3'--10" 3' 10 5'--0" TALL LIGHTNING ROD \ _ INSTALLED BY L� 6/6/96 CD REVIEW �L MONOPLE MANUFACTURES t / V x102'-8" ABOVF—FINAL GRAD�_ 1 ` 6/14/96 CD PERMIT "263'—b" ABOVE SEA LEVLL ' / O 1100'-0" ABOVE FINAL GRADE _ _ U-) \ / 'w"261 *-()" ABOVE SEA LEVEL _rT -� STANDARD TOPHAT --'� ' `EE 3 ISI .; AVO TN MN I v GA ZLF,Y PLOWMAN I ATKINSON DECLINATION = 19' Architects A.1A. 1 2701 NV Vaughn I Suite 764 ,1 Portland, OR 97210 j` AZIMUTH PLAN 509 274 7800 II III II ( I PROJECT MANAGER I � LUCENT TECHNOLOGIES AND BECHTEL f ALLIANCE it STELE. MUNuNOLE ----_ — — ---- ---- I S SPRINT I SPECTRUM !! LIMITED PARTNERSHIP PCS INSTALLATION COAX SHROUD FROM PROJECT EQUIP. CABINETS + TO MONOPOLE SEE A 3 � SI If NAME UTILITY DEMARCATION I i BOARD SEE , �• � � ' � TIGARD A-4 �s. TIGARD, OREGON GPS ANTENNA SEE C3 SITE NUMBER PCS MINICELL I CABINLT5 I CAS O 7C } �t l 6'-0' HIGH _ CHAIN LINIK PCS EQUIP. SI AB t J FENCE ATTACHED SEE 4 I I T(1 EXIT FENCE A-3 I I t SLE SITE ADDRESS EXIST CHAIN LINK FENCEeA- 8777 SW BURNHAM - TIGARD, OR 97223 �+ + SHEET TM FINAL G,-p,• GRADE _ EXTERIOR ELEVATION 161 '-0" ABOVE SETA LEVEL •7 _� _J Iti PULE _._------- ------_---- � I A N U AZIMUTH PLA N FOUNDATION SHEET NUMBER a 2 SOUTH ELEVATION �"� A--2 SCALE: 1 /8" = 1 9636AO02 Bumharn Str 8777 EMP96-00355 4 c f 9 '. NOTICE: IF THE PRINT OR TYPE ONANY II + I(r ISI +� + + � + +� + f+ � + + + '� + III III I(T r�T r�r rIT.TT flT Ilr I�f f f III Ili III�II�ylll III III I I III III III III I�I 1111111 i I lll� lll I�II1I1 ISIIlil IIIIIII III III IIIIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I l i I I I 1 3 4 6 f I I I I I 1 I I I I I I g I I I I I l - -_ -I - I _. 9 I l0l i 11 12 (� L� IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT -till _ . t11111111,11 ,11 _ �EZU7, 6I HT GI 9T 9I 1, v ZT TT1E ��IIII�►►� llI►Il►l11l1lll��lli I 11 1111 1� 11 i it ii ��� uulli�il�ii a v } 5'-0" LIGHTENING (3) STRANDS OF HARHED 011E MOUNTED ON KNEE 2 g ROD PANEL ANTENNA -- BRACE AS SPECIFIED (KNEE BRACE TO OUTSIDE) q_3 (4) ANTENNAS PCR A-3 TYPICAL OF (12) FACE (TOTAL OF 12) - -\ 2" PIPE MOUNT - TYPICAL OF (12) '\ SSLP 10'-0" T iP._ 12'--0 GA rE ATTACH COAX ,( PCS COMMUNICATIONS CABLE SUPPORTS -,.---. �.- -,.- "- �►— -- -» .�-»--..-�.-- - _-�- -.. _ -- _ I I 7770 SW MOHAWK, BLG F TO TOP H A T `-- - TOP RAIL t� TUAL11TiN, OR 9r1�06?. = BRACE. BAR - i w RAD CENTER OF ANTENNA ---CHAIN LINK FENCEi -- 14n'-0" ABOVE GROUND LCVEL 0" MIN./6" MAX. CROWN-, I 10 DRAIN 'ti - �;�;�� ;;' �,' -► - ---6"� COMPOUND OR EXISTING df a' � GU r ANCHOR RADE . \� 5LVFN��o1�N.� TRUSS OR `' ...—STRETCH BARTENSION ROD ji � � t \ POR I L AND, ORE OON c I 18" DIA FOOTING ® GA TF + t - I «--- — - I i - 4" OF 3/4"-� CFl1SHEtT ROCK COAX JUMPEk CABLE� BOTTOM �9 �� TENSION WIRE & CORNER MUSTS t CONC. FOOTING TYP, ` FROM COAX 10 ANTENNA �� O F > CROWN TO DRAIN T'(P. -_ 12" DIA. FOOTING 0 LINE POSTS , , J-BOLT --� SEAL W/ COAX BOOT Y � NOTE. BOTTOM OF FOOTING MUST BE 6" BELOW FROST LINE c ' ( I I ' r PIPE MOUN i CAP UNUSED PORTS _ L -_' 1" THICK -- U-BOLT GENERAL NOTES STL. GRATING ! NOTE: REVISIONS (INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F- 900) _? ,-_-- _ 1. GATE POST & CURNER POST: 4" U.D. PIPE 9.11 LBS./LIN TOOT--ASTM- 11083 TOWER TOP HAT SUPPLIED NO, DATE DESCRIPTION 2 LINE POST: 2-1 /2" O.D. PIPE, 3.65 LBS./LIN FOOT-ASTM-171083 2 GRAVEL PAVING SECTION BY OTHERS INSTALLED 3. GATE FRAME: 1.90" O.D., 2.72 LBS./LIN. FOOT-ASTM-11083 BY CONTRACTOR. 4. TOP & BRACE. RAIL: 1.66 O.D. PIPE, 2.27 LBS/LIN FOOT-ASTM-F1083 A-- 3 �� � SECTION D TL. 5. FABRIC: 9 GA. CORE WIRE SIZE 2" MESH, FABRIC TO TOUCH GRAVEL BASF SCALE- 1"-1'-0" AO 6/6/96 CD REVIEW 6. fIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL _ - 7. BARBED WIRE: DOUBLE STRAND 12-1/2" O.D. TWISTED WIRE TO MATCH FABRIC W/ MONOPOLE �j 6/14/96 CD PERMIT 14 GA., 4 PT. BARQS SPACED ON APPROXIMAIEI.Y 5" CENTERS 3 ANTENNA ATTACHMENT ELEVA PION DETAIL 8. GATE LATCH- 1-.3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE NOTE, � �---- COAX CABLES FROM ANTENNA --"- 3 I SHROUD AND CABLES INSIDE MONOPOLE A- TURNED IN DRAWING --- OPENING IN MONOPOLE 1 _ GATE & PANEL SECTION DETAIL FOR CLARITY i' --- 12'-0" t vERIFY TO RECEIVE COAX CABLES A- 3 -ALE: 114 " = 1 , I 3" Y-10" Y-10" > > 3" PANEL ANTENNA MOUNTED TO PIPE MOUNTS ;QAX '�fIROUD (4) PER FACE TOTAL OF (12) SEE CE � � �, �VERIFY HARDWARE REQUIRED - 4" GRAVEL------� e-3 r TO ATTACH PIPE MOUNTS TO TOP HAT. _a g'---0" 1/2" RADIUS -- MONOPOLE - --- - - - - - GAZLEY cif TOOLING ON FOUNDATION - EDGES (TYPICAL) FINISHED GRADE // PLOWMAN i -#4 BARS ® 12" O.C. E W. - � \. — ATKI NSUN 1 `t BURKE 4 TON 3'--p" GALV LIFT INSERTS A- 3 ."' r-� .- -- - - - ---r-- -. —' 4 7 MONOPOLE ENTRY PORT - a�n;c�r� A.I.A. BROOM FINISH I I _ _ _ _ _ - --- - , �'7U1 Cv'lY Yaughi� ---- - - --- A-- 3 t N.T. Suite 764 TOP - v J Portland, OR 97;10 - - -- (14) SPACES ®n12" = 14'-0".�_,_ V 503 274 7800 ON5T. NOTA PRE---MANUF. 20 GA GALV ON 3" TO 6" OF 90� r�5 EQUIP. SLAB SECTION PAG TO BE PLACED ANCHORS TO STL SHROUD •4, PRECAST ,r A -3 ` (.ALL: 1 1 ; ._'�, — COMPACTED 3/4" - UNISTRUT ' CONC. � �-- r' ( CRUSHED ROCK � SLAB � -- �•- --� -� LEVEL RUCK TO 1/4�t 1-5/8" COAX TYP. , / PROJECT MANAGER PRE-MANUFACTURED OUTLINE -- \` \ COAX SUPPORT BI.00KLUCENT TECHNOLOGIES OF EQUIP. I a" GRAVEL -- -- -- --- - — AND BECHTEL. :ABINETS �-1 I P1000 UNISTRUT— _ 0 100 O O HALLIANCE 1/2" RADIUS � r � _ cu BURKE 4 TON �i TOOLING ON ATTACH TO SLEEPER O O O O GALV. - EDGES (TYPICAL) LIFT INSERTS A-3 W/ (`L) 1/4"X3" "��.,. i � 4'X4 PRESSURE X14 BARS ® 12" O.C. E.W. LONG LAG BOLTS ----- -- --- - ___._.___._. - TREATED SLEEPER SPRINT • _ AT 24" O.C. -- -- -- ---- SPECTRUM PRECAST SLAB STRUCTURAL NOTES. 1* / BURKE 4 TON FINISHED GRADE r; i i i i ' - 1. CONC: 28 DA> COMPRESSIVE SIRENGH F'C =450OPSI � 2'-0 / GALV. LIFT INSERTS 2 -� � P.T. 2"X4" FROM �-`�_ LIMITE0 PA►RTNE14SHIP ►'� EQUIP. CABINET TOWER TGF HAT W/ 6% ENTRAINED AIR. 1-7T - -'- - - ---- -- ---- --- ---- -r— --*---- -- -r----• = . ' GROUND COAX -tit —t t t � i i i_ -t t t - - iii---tit—i -t i i -- ,� i --i i i TO MONOPOLE PCS INSTALLATION 2. REBAR: ASTM A-615, GRADE 60 °D ___,�____ �__ -__,�____, SHROUD TO t5" II t5" 3. STEEL: ASTM A-36, GRADE 36 '`-`--`� --`_-- -'-----`- - .. - PROJECT EQUIP. „ „ 4. GALVANIZING: ASTM A-123-89 & A-153-87 (HOT DIPPED) I GRND „ 5. STEEL DESIGN AISC MANUAL OF STEEL CONST. 9TH ADDITION. RING i t 1/2" GAL ALLTHREAD t t G. CONCRETE DESIGN ACI ,318-89 BUILDING CODE, ASTM C-857 SEE ? I � ATTACHED W/ NUT AND 7 FACES ® 1� " WASHER EACH SIDE MINIMUM STRUCTI.IkAI DESIGN LOADING FOR UNDERGROUND < 21" 7'-0" E-2 ' 't '�j FOR AZIMUTH ORIENTATION SITE NAME b.. ) 6' Y RECESS BOTTOM NOT. �t PRF--CAST CnNCPFTF 11TI11T'i STRUCTURES - -` tI SEE .' q- EQUIP. SLAB 6 EQUIP. SLAB SECTION 1 ri COAX SF�ROUD SECTION A-2„ g ANTENNA MOUNT PLAN DETAIL TIGARD �-3SCA(_f '?' A-3 )CALE: 1 1 /2 - 1 - A -3 SCALE. 1 -- iSCALE --- 1 ' ”—� -- -- --- TIGARD, OREGON A-3 : ' COAX CABLES FROM SI I E NUMBER ANTENNA INSIDE MONOPOLE --- —T----�— E0111F'. CAHINEI`; OPENING IN _7--- CAS O47C MONOPOLF: TO RECEIVE S1 TE ADDRESS P1000 UNISTRUT COAX SHROUD COAX CABLE- --. SECURED TO SLEEPERS W/ 1/4" ANCHOR -- BOLTS 8777 SW BURNHAM MONOPOLE--� TIGARD, OR 97223 r \ SIIEE.T TI1LE PRE--MANI_tf. � / i COAX SUPFOP I 1 rl i.OAk CABLE- - 20" R -�` RI nca --- -- A-3 FROM 1 \ EOUIPiMENT AND AN IE.NNA � -- CONSTRUCT. DETAILS -- -- . 5F4EET NUMBER FINISHED GRADE __ __VEF�IF'r IN FIELD AY 3 9 COAX ROUTING ELEVATION 4"X4" P.T SLEEPERS 9G36A003 1; A-3 SCALE:— 3/8" = 11—F, o.c. Burnham Str 8777 BUP96-00355 r -...�........w....,,.......... ...._.._.._.. ,_.,_.. y ...n. .mss. J of 9 IIS � � 1 � I � i � � � � I � � � SII � I1 � � � I � � iii i I Ill iii Ill III Ili ill 111 111 ill III iii i � 1 illii �l III I I iii ill 1 � 1 � Ii ll ill 1 � 1 i I III ill I�lII � � 1 � 1 iIi Illll � i Ali i � ! Illi NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I III I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 121 451� - 11_- L - I 6.1 -- - --gL - 1 - - 1--- --_ -�- --I ,�. �� • IT IS DUE TO THE QUALITY OF THE No.98 ORIGINAL. DOCUMENT ()�£ 8Z 8Z LT, 9Z bZ -£Z ZIZ if Z U1Z 61 Sit GIT 9IT 5ll 6I>< ET �,T TT I (l�i 6 S G 9 9 £ Z iirY�w II II II 111<<Iu� IIIIIl1� I111I�111111iI1i11 �111II1111lllllllllli�l��iili�llllll ���� �1�� ���� �:�� lll�l���� il��lll�llllllllli��llllllll�llll�jj �l�l�llu lllul �ll�llu �li�l LI�LI�� ��I��ul� s i 4 NOTE `)'-4 112" FOR EQUIP. r ELEVATION PCS COMMUNICATIONS — — I — SEE 2 i E_3 ---- r,PS ANTENNA S SLP 7770 SW MOHAWK, BIC F - TUA ATIN, OR 97062 I —3" X 3" ALUMINUM POSTS TYPICAL OF 2. Ni r -- L0 5' X 4' X 1/4" �I � �� Q0 i ALUMINUM BACKPLATES. r -I.INISTRIIT CROSS MEMBER. w �VFN M N,Pt N rn . •• �� P LAND, ORE FINISHED U v 1` GRADE GALVANIC ISOLATOR F_ BETWf EN STEEL AND ALUMINUM - ANTENNA MOUNT I II , I I it ° I I ° I 12" OVERHANG USING 1/4" REVISIONS I I I h I I ALUMINUM PLATE -- UTILITY DEMACATION ( I BOARD FRAME - -- J I N 7, DATE DESCRIPTION �- --- -- -- - 1I ° fJ I I ° I -CONC FOOTING L _ _ J - �_ —_ �— TYPICAL EACH SIDE, 0 6/6/96 CD REVIEW i P TYP. 1 6/14/96 CD ERM1T CAUTILITYDEMARCATION BOARD - FRONT ELEVATION ' 3 GPS ANTENNA DETAIL4 ! ! (STRUCTURAL DETAIL - ELECTRICAL EQUIPMENT NOT SHOWN) /�-4 SCALE: 1 /2) 1 E ;3 v # GA'LLE'Y PLOWMAN WMAN � { 12" OVERHANG-- USING 1/4- it TKINSON ALUMINUM PLATE f Architects A.I.A. k TYP. EACH SIDE A-4 i 2,701 NT Vaughn Suite 764 Portland, OR 97210 1 503 274 7800 t 5' X 4' X 1 /4" ---�J` ALUMINUM BACKPLATES I 3" X 3" ALUMINUM POSTS PROJECT MANAGER TYPICAL OF 2 LUCENT TECHNOLOGIES -– - —� -j AND BECHTEL ALLIANCE P I I ° I Ilal I I { SPRINT 10 ! iSPECTRUM LIMIT DPAR CONCRETE F00TI NERSHIP "�� ° U PCS INS fALLATION PROJECT -_ UTILITY DEMARCATION BOARD - SIDE ELEVATION SITE NAME A-4 SCALE 112'=1 (STRUCTURAL DFTAIL - ELECTRICAL. EOUIPMENT NOT SHO WN', TIGARD T'GARD, OREGON GENERAL NOTES SITE NUMBER 1. ALL CONCRETE WORk SHALL CONFORM TO 9. STEEL, 13. UTILITY DETECTION WIRE AND TAPE: 16, EXPOSED ;TEEL SHALL BE PAINTED 19. REQUIRED SPECIAL INSPECTIONS SHALL ASTM C3.3 AND ACI 318. DETAIL REINFORCING A. ROLLED SHAPES & PLATES: ASTM A36 WHEN NOTED ON DRAWINGS PER REQ. BE ,-,ERFORMED BY AN INDEPENDENT IN CONFROMANCE WITH AGI SP66 B STANDARD WEIGHT PIPE: ASTM A53 A TAPE: 6" WIDE X 4 MIL POLYETHYLENE. WITH BELOW SPECIAL INSPECTOR PER SECTION 1701 C. NUT & BOLTS: t,STM A307 PRINTED WARNING OF TYPE OF BURIED UTILITY. NO SPLICES OF REINFORCEMENT SHALL BE: MADE D. GALVANIZING: HOT DIP PER ASTM A153 "IDENTOLINE" BY BRADY, "PROTECT-A--LINE" A. FERROUS METAL EXPOSED OF THE UNIFORM BUILDING CODE (UBC) CAS O47C EXCEPT AS DETAILED OR AUTHORIZED BY THE E. WELDING: PER ANSI/AWS D1.1, GRIND AND BY THOMAS & BETTS OR APPROVED EQUAL, TO VIEW: FOR THE FOLLOWING. ARCHITECT. LAP SPLICES, WHERE: PERMITTED BUFF ALL WELDS SMOOTH. COLOR CODE AS REQUIRED BY LOCAL UTILTIY. 1) PRIMER: FFD. SPEC A. CONCRETE: DURING THF TAKING OF 1T-P-664 SYNTHETIC CONCRETE TEST SPECIMENS AND SHALL BE A MINIMUM OF 30 BAR DIAMETERS, . WIRE: 16 GAGE VINYL COATED COPPER WIRE RUST-INHIBITING. PLACING STRUCTURAL REINFORCINGING SITE ADDRESS 3. PROVIDE ALL ACCESSORIES NECESSARY TO 10 STRIP AREAS UNDERLYING GRAVEL PAVEMNE.T, 2) FINISH: FED. SPEC. AND SLAB FOUNDATION TO A DEPTH MATCHING COLOR CODE OF LOCAL I1TlLITY' TT-P.-489, TYPE 1 AND STRUCTURAL CONCRETE. (NOTE: SUPPORT REINFORCEMENT AT POSITIONSAND SIX INCHES. EXCAVATE TO DEPTHS REQ'D CLASS A. ALKYD EXTERIOR AND INTERIOR SLABS ON TO ACHIEVE FINISH GRADES NOTED ON DRAWING SHOWN ON DRAWINGS. c. 14, GRAVEL PAVING CONSTRUCT IN TWO LIFTS. BASE ENAMEL, 2 COATS GRADE ARE NOT STRUCTURAL 8777 SW BURNHAM • 4 WIRE FABRIC REINFORCEMENT MUST LAP ONE COMPACT TOP 12 INCHES OF SUBGRADE TO 909 COURSE, 1-1/2" MINUM GRAVEL, DEPTH AS REo-D. ELEMENTS) VERIFY REINFORCING MAXIMUM DFNSIT•f PER AASHTO-T99. DISPOSE JF FINISH COURSE, 3/4' MINUS GRAVEL, 4 THICK S17F, PLACEMENT AND GRADF. TIGARD, OR 97223 FULL MESH SIDES AND END LAPS SHALL EXCESS MATERIAL OFF SITE. COMPACT EACH LIFT TO 959 MAX. DENSITY PER B. ZINC-COATED METAL EXPOSED B. BOLTS AND ANCHORS IN CONCRETE: BE TIED TOGHFTHER AASHTO T-99. TO VIEW: HOEDOWN ANCHOR BOLTS, INSPECT 5. ALL CONCRETE SHALL BE PORTLAND, TYPE 1 11. EXCAVATE FOR UTILITY TRENCHES AND SHORE 1) PRIMER: FED. SPEC. SIZE LENGTH, TYPE (EXPANSION, SHEET TITLE CEMENT WITH A MINIMUM 28 DAY STRENGTH TRENCHES AS RFOUIRED. STOCKPILE EXCAVATED TT-P-664 GALVANIZED METAL. EPDXY) AND SPACING. 15. ALL EXPOSED STEEL OTHER THAN UNISTRUT, SHALL OE 3000 PSI. CEMENT CONTENT 517 LP-S/C1.). NATIVE MATERIAL FOR USE AS BACKFILL. PRO- 2) FINISH: FED. SPEC C. WELDING: VISUAL INSPECTION OF YD. SLUMP 2"--4" VIDE: BEDDING MATERIAL AND BACKFELL IN 12 INCH BE GALVINIZED 1T-E-489, ALL STRUCTURAL WEI-DING, BOTH EOUIPMENT LIFTS, COMPACTING EACH LIFT TO 909 MAXIMUM TYPE 1, CLASS A, ALKYD SHOP AND FIELD WELDING. 6 ALL CONCRETE SHALL BE DEr,IGNED TO A DENSITY PER AASHTO T-99. DISPOSE OF EXCESS A. GALVINIZING (GALV); HOT-DIP METHOD, PER ASTM ENAMEL, 2 COATS DETAILS MINIMUM AIR ENTRAINMENT OF 6% MATERIAL. OFF SITE. A153-82. REPAIR MATERIAL GALVANIZED METALt IN 17 PAINT ALL EXISTING SURFACES OF c POWDER OR STICK FORM MEETING PEQUIREMENTS 20. THE SPECIAL INSPECTOR HALL PROVIDE 7. ALL kE'NFURUNG STEtL SHALL BE GRADE 60. OF MIL-P-21035 OR FED, SPEC. 0-G-93, AND INTERIOR ARE. DISTURBED RY A COPY OF THEIR REPORT TO THE ' r - CONSTRUCTION OF THIS CONTRACT TO SHEET NUMBER PER ASTM A 615. BE Zf1C ZINC COMPOUND, PRODUCT OF ,,E.ALUBE OWNER, ARCHITECT, STRUCTURAL 12 GRAVEL: CLEANED, WASHED, CRUSHED ROCK PER rOMPANY, WAKEF IE.LU, MASS. 01881 ❑f? AMC❑ MATCH EXIST. CONDITION & FINISHES. ENGINEER, CONTRACTOR, AND BUILDING 8. FO!.LOW REQUIREMENTS OF ACI 306 AND 605 05HD SECTION 02f�30 HAVING MAX. OF 5:' PASSING GALVANIZING COMPOUND, PRODUCT OF AMERICAN OFFICIAL, FOR COLD AND HOT WEATHER CONCRETING NO. 200 SIEVE. =.OLDER AND FLUX COL., PAOLI, PA; OR AS 18 SUPPL r' ALL SPECIFIED COAX SUPPORT PRACTICES AS THEY APPLY, APPROVED, HARDWARE AND AN IENNA MOUNTING A � 4 HARDWARE WITH ALL MISC. BRACKETS. FASTENERS, & HARD' ARL REQUIRED FOR A COMPLETE INSTALLATION AS SHOWN ON DRAWINGS. 96.36A004 1/8 Burnham SO 8777 BUP96-00355 6 of 9 NOTICE. IF THE PRINT OR TYPE ON ANY ► I I I I I I III III III III III III I I I' l i III I��,,I IIIIIII III III IIIIIII IIIIIII I l l i l l l III III IIIIIII III I I I l l i l l l IIIIIII I I I I I I I V I I I I L I I I L I I V I I I III III IIIIIIIIIIIII VIII I IMAGE IS NOT AS G' EAR AS THIS NOTICE, F'j 8 l 1 I — 21�_.._ .Sl I1 - - I rj I I I + 10 I lit 1� (� l_ 1 _ _l ___ i 7 IT IS DUE TO THE QUALITY OF THE _ N0.38 tul��lll�lll ORIGINAL DOCUMENT b' 6Z -f3ti G� 19R 1I Z 16Z Eti Z IZ O7. 16i 18i G�I 9�I 5l iFli ElI ti[ ii I I�I -�8 i9 - G - 3 - 9 fi -- E Z i��uw �III�IIII�IIII�IIII IIII�II I�I�I�IIII III Iil ' I I II II III IIIIIIIIIIII.III�II � I �� f f I l <<►illll I IIIIII►�Illlllllli VIII Ili�lll ► I I I� I I � III I III I I I II. � III�I I i lil IIIIIIII Illllllll�llll�llli�llll�llllllllllll.I IIIIIIIII�IIIIIIIII�I L111L�►1,.11►Il�ll� � �; T � � �� .11 >rllu�l.uull�l>_I11�i1�1�u11� 9 i� l 1 TO ELEURICAL UIILIIY SERVICE NEUTRAL PIN � "B" PHASE SSLP"WHITE" WIRE "RED' WIRE SECTION 16000 2 UTILITI SERVICE ---`"'• -----`-�-'--- METER & BASE O --__- 240V, 200A PCS CONuv1U��IICATIC)NS PART I - GENERAL 240/12OV, 10, 3W----- - PERFORM ALL VERIFICATION, OWSE:RVATIONS, TESTING, AND 3' PVC CONDUIT / / \ \ �, T170 SW MOHAWK, BIG F EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL __ M ENE'kATOR �/ TUALATIN, OR 97062 EQUIPMENT AND THE ACTUAL CONSTRUCTION ISCUE A WRITTEN RECEPTACLE NOTICE OF ALL FINDINGS TO THE PROJECT MANAGER LISTING ALL 2" GRC - APPLETON 1 ) RE'FEk TO SHEET No. T-1 AND A-1 FOR MALFUNCTIONS, FAULTY ECi.11PMEN1 AND GIS+:REPANCIES. / OTHER LOCATION AND FOUIPMENT MOUNTING r-~' 2. VERIFY EQUIPMENT AND INSTALLATION HEIGHTS WITH OWNER PRIOR (3) #2 AWG CU. GND. � _ I / 240V, IOOA / REQUIREMENTS. TO INSTALLATION. (1) #8 AWG. CU �ND. #ADjA1044R5 / 3. THESE PLANS ARE DIAGRAMMATIC ONL't', FOLLOW AS CLOSELY AS ----- ------ -- --� _ 2 ) DRAWINGS ARE SCHEMATIC IN GENERAL t - CONTRACTOR SHALL VERIFY ALL FIELD PC)5518LE. ) i - (SERVICE ENTRANCE RATED)------------� 4. PERMANENTLY TAG EACH CONDUCTOR OF EVERY SYSTEM IN EACH CONDITIONS AND ROUTINGS. MANUAL " TRANSFER .,WITCH, FANELBOA.RD, Pl1LLBUX, J-BOX, SWITCH L7C'k, LIC. IN COMPLIANCE e 2" GRC ( ti 3 ) SUBSTITUTIfiN OF CON5TRUCTIu14 MATERIALS �� w f 2 7V, POLE, DOUBLE THROW 6590 4' WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), I I (3) #2 AWG. CU. GND REOUIRES THE APPROVAL OF THE PR') IECT C 5. PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, W/ 100A. FUSED, i� �� � � ( I ) �E13 AWG. CU. GND L__-. - MANAGER - ��`� �� _t- INSTALLATION. CONSTRICTION TOOLS, TRANSPORTATION, ETC FOR A NEM4 ',R j 1 t / pq[Gc�N COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT I _ t 4.) NOT ALL ELECTRICAL DETAILS SHOWN ON AND AC INDICATFD ON L)RAWINGS, AS SPECIFIED IAFRFIN AND/OR AS i THESE DRAWINGS MAY APPLY •'0 THIS ., 4 Q iJTHERWISE REuUIRED. L----------- ---- PROJECT SITE. ALL. CONFLICT; BETWEEN �'ts'r�j '- .�E`�` 6. ALL MATERIALS AND ECUIPMENT SHALL BE NEW AND IN PERFECT 1' PVC CONDUIT ,� G \ w N. � \, DRAWINGS, STANDARDS AND FIELD CONDITIONS CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND 1 \ SHALL BE BROUGHT TO THF ATTENTION OF 1V G �G" L) 7 (I ) #2 AWG. C.U. GNC.- --------- --------- AND THE SAME MANUFACTURER THROUGHOUT FOR � I RESOLUTION. GRC '; THE PROJECT MANAGED FOR IMMEDIATE t kIL , 2 ---- '• . % 1 EACH CLASS OR GROUP OF EQUIPMENT. 125A MATERIALS SHALL BE LISTED I t � jr J' WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET .3UA 2P lOUA '�' (3) l AWG. CU. GND �} WITH APPROVAL OF THE DIVISION OF INOUSTRIAI SAFETY AND ALL i / /� i / (1 ) #H AWG. Call. GND "A" PHASE 11�' GOVERNING BODIES HAVING JUPI'SDICTION MATERIALS `_,HALI. BE ' -1 --- v — MANUFACTURED IN ACCORDANCE WITH APPLICABI E STANDARDS i 2 -A 20A/1N i "BLACK' WIRE GROUND STRAP GENERAL c AN"') PIN ELECTRICAL , ESTABLI,HEG fiY ANSI, NEMA ANG NBUF. ---�-+-�-iD --{j v-+-•---- r ----- —- — REVISIONS 7. ALL CONDUIT ONLY (C.O.) SHALL HAVE .A MEASURED PI_ILl WIRE OR i 20A 1P i , "GREEN" wIRF NOTES ROPE. ' S. PROVIDE PROJECT MANAGER WITH ONE SET 0F COMPLETE ELECTRICAL 3/4" GRC. (SPARE)- O O 1 ---- 3/4" GRC. NO DATE I DESCRIPTION "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOEY, (3) #1L AWG. CU GNC ----/ ; (3) #12 AWG. CU GND SHOWING ACTUAL DIMENSIONS, ROUTINGS AND 'RCUITS. � `� �'--- �' ° c � 2� STAND-SY GENERATOR PLUGA\ - -- 9. DELIVER ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP � � DRAWINGS, TEST REPORTS, FTC., TO PROJE(-' MANAGER A` JOB � G J----�--�� 7 � -- 6/6/96 CD REVIEW - ' ----------- COMPLETION i ,----- ----i ----i �1 VIEW LGi,hING INTO REVERSE �ERVII;F RECEPTACLE PER DIVISION 1 RECDUIREMENTS. _ _1 - i i I I n 6/14/96 CD PERMIT �- PART II - PRODUCTS � ( i PANEL BOARD � --- 1 . ALL CONDUCTORS SHALL BE CAPPER. i ___; 240/120V, 10, .3W, d'_ ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL 125A. MAIN LUG C;FI DUPLEX HAVE AN INTERRUPTING SHORT CIRCUIT CUPRENT RATING EXCEEDING RECEPTACLE T 12-POLES SPACES i i—, i i COT & PATCH TRENCH BACKFILL W/RRFAKERS SHOWN � THAT i0 WHICH THEY MAY BE SUBJECTED (AS NOTED ON DRAWINGS), - !_________! _________! O MATCH 90% COMPACTED AND A MINIMUM OF 10,000 A.I C IN FD BOX WESTINGHOUSE TELEPHONE: LU_ENT EXISTING INORGANIC FILL PER 3. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM W/WP COVER CABINET POWER ASTM-D-1557 UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. NEMA 3F 4, METER SOCKET AMPERES, VOLTAGE, NUMBER Or PHASES SHALL BE AS (SEE DETAIL) CABINET TAPE NOTED ON THE DRAWINGS, MANUFACTURED BY SQUARE D COMPANY OR KEY `D ""'•`'•'�� ~~ APPROVED EQUAL, WARNING TAPE ALL MATERIALS SHALL BE U.L. LISTED. ---- 6, CONDUIT '7 = ' ` i • ••,,•. A PRIMARY RADIO CABINET A RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINCo / GAZLEY COATED WITH ZINC INTERIOR AND SHALL 9E USED WHEN TELCO LINEPLOWMANINSTALLED IN OR UNDER CONCRETE SLABS IN CONTACT WITH ,,.•� •;?.I / AND B PRIMAR'r POWER CABINET THE EARTH, UNDER PUBLIC ROADWAI S, IN MASONRY WALLS OR - ' `-' '`": ELECTRIC ATKINSON EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT SERVICE LINE <C> BACK- EJP BATTERY CABINET WITH EARTH SHALL BE 1/2' LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3, OR PVC COATED. Architects A.[,A, ' E. EL-E('TRICAL METALLIC TUBING SHALL HAVE l.'.L. LABEL, NOTES: (�ALL CONDUCTORS ARE STRANDED COPPER, THWN UNLESS OTHERWISE NOTEG. ---*--- ---SAND FILL COAX ASSEMBLY COVER 2701 NM Vaughn FITTING SHALL BE GLAND RING COMPRESSION TYPE, EMT \ COMPACTED TO O SHALL 6E USED ONLY FUR INTERIOR RUNS. PVC 5CH 40 /� 10% PER ASTMS 764 Q FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L LISTED LABEL �,:2) INSTALL PULL WIRE/CORD AS REQUIRED BY SERVING UTILITY. CONDUITS D--1557 Portland, OR 87210 VERIFY SIZE I -0- UTILITY POLE 503 274 7800 ! AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS WITH LOCAL ,� 24" " SHALL BE "JAKE" OR "SQUEEZE7 TYPE, SEAL-TIGHT FLEXIBLE UTILITIES , CONDUIT. ALL CONDUIT SHALL HAVE FULL SIZE EQUIPMENT GROUND WIRE PER N.E.C. 250-95. D. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 C NOTES; PROVIDE UTILITY WARNING TAPE AND (UNLESS NOTED OTHERWISE) AT A MINIMUM DEP iH OF 30" 1 0 N E-LINE ELECTRICAL DIAGRAM DETECTOR WIRE PER SPECIFICATIONS PROJECT MANAGER BELOW GRACIE COMPACTED TO 90% WITH INORGANIC MATERIALS -- --PER ASTM D-1557. E-1 MINIMUM 36" RADIUS RIGID STEEL 90 DEGREE 7. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMA ON ELBOW. TYPICAL FOR ELECTRICAL SERVICE CONDUIT LUCENT TECHNOLOGIES NEUTRAL AND GROUND CONDUCTOR FOR LIGHTING FIXTURES. AND BECHTEL PART III - EXECUTION ALLIA14CE 1 LE SE ELECTRICAL INSTALLATION AS REQUIRED BY ALL APPLICABLE CODELOAD DATA - A.C. L O A D C E N T E R 3 TRENCH SECTION 2. COORDINATE THE ELECTRICAL SERVICE WITH THE UTILITY COMPAN). 10 COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY - -- - - - --- -- E- 1 ,�ALf� N.T.� SPRINT AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND SPECTRUM ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. G' NNECTEG_ LOAD, r"(UNNING LOAD LIMITED PARTNERSHIP L_J l.�J �_J LTJ LOAD PER PHASE (VA) A = 7740 A = 4788 / POWER LINE - - - - - - - - - - -- �/ w445 SW canyon Rood PCS INSTALLATION i FOR EXTENSION suite 200 PROJECT B = 7860 B = 4908 \,� c i Beaverton, Lwow 970CA POWER AND TECO. CONTACT � SEE 1 \ / �� � &W Phone: 503)) 644-8849 \ / � of1gRlMf�� In C.C. FAX: 503) 520-0840 LOAD PER PHASE (AMPS) A = 64.5 A = 39.`.7 MONOPOLE _ POWER TELCO B = 65.5 B = 40.x► 3 (; ^' _ PGE GTE NW ,\ , SITE NAME 14655 SW OLD SCHOLLS FERRRY RD. F.O. BOX �"'3416 TOTAL LOAD (KVA) 15.6 9 7 \ MONOPOLE -NEW EXTRUDED BEAVFRTON, 97007 TICAPD, ^R 97281 CURB \ / FOUNDATION rI BRIAN MOORE JIM WIESKAMP / ZGRAVEI PAVINGt� \ PROJECT TIGARD (.J03) 590 - 1351 (503) 620 - 5943 OVr.R ENTIRE SPARC CAPACITY (KVA) 6.0 PROJECT AREA v \ `-� TOPHAT AREA TIGARD, OREGON ABOVE 7 �_ OVERHEAD POWER �� ����\ /; , -__NEW FENCE 51-FE NUMBER SYMBOLS POLE #346 -METER PROVIDED BY POWER Y _ CO. METER BASE AND — oAX CABLE SEE TERMINATE CONDUIT ® UTILITY DISCONNECTS PROVIDED & 2 ;/ C' '°' SHROUD FROM w A PRIMARY' RADIO CABINET INSTALLED BY CONTRACTOR. SEE � % SERVICE POINTS PER LOCAL E_3 / EQUIP CABINET CAS O47C e PRIMARY POWER CPEINE T UTILITY REIJI.IIREMENTS �� a 2" GRC ABOVE GRADE NEW G'-0" HIGH TO MONOPOLE STRAP CONDUIT FENCE: ATTACH TO c BACK-UP BATTERY CABINEI / EXIST. ° COAX ASSEMBLY COVER PLANTER TO SLAB EXIST. FENCE FC_.'WER - I TO REMAIN \ �� SITE ADDRESS POLE 3 / �A� Cf /CJ <C:> POWER SUPPLY E 1 TELCO _ - (HAND HOLE STARr)-----�� - I - - VERIFY EXACT � 7 5„R NEW I - i LOCATION % \ a EXTRUDED 8777 SW BURNHAM is �Co i N FIELD EXIST. - - ���\ CURB \ TIGARD, OR 97223 CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE GROUND i - CURB TO `��� �.� �---- PRE--CAST CONDUCTOR IN 1 DIA PVC— . TFLCO VERIFY %\ REMAIN `�' � EQUIP, ;LAB WEATHER TIGHT CAP FOR 4” ! -- \ _i .� GRADE DIA. PVC S(UB UP i EXACT LOCATION ` NN �. � �/ ��j SHEET TITLE % \ \ `'-� ``� �`.0, 2" GRC BELOW GRADE --- TO SLAB _ - >r-- __.__ ._ - _�_- PROPERTY � •`'''�``� �``� �-'' � ELECTRICAL PLAN � � NEW UNDERGROUND TELEPHONE SERVICE ----� - ` � LINE IN 4" DIA PVC CONDUIT SCHED. 40. Y__ - _ UTILITY' DEMARCATION } AND DETAILS 36" MIN BELOW GRADE. PROVIDE FULL. LENGTH/ /-.-RI61D 3" DIA. PVC CONUUIF W -- TELCO RUN WITHIN 2" DIA. GRC WITH 7- 112" MIN. RADIUS \ \\ A PULL ROPE IN CONDY7. VERIFY W LOCAL t / 1 c1 � - �- EXIST. BOARD, SEE , NOTE, / � MINIMUM 3f RADIUS SUPPLIED AND INSTALLED BY CONTRACTOR TO POWER ABINET � / FENCE \ '� " TELEPHONE CO. SUPPI r AND INSTALL. 13 t / STEEL 9O' ELBOW 30" MIN. BELOW GRADE / 1 �'' •�' i \ EXISTING, SAND BUNKER WILL BE -- CONTRACTOP I \ A-4 ��' %� PROJECT-`-- MOVED AWAY FROM PROJECT AREA SHEET NUMBER I Y✓,I",AL. FOR ELECTRICAL �, TELCO LINE % � � _._- j ERVICE CONDUIT I i ---- POWER RUN WITHIN 2" DIA. GRC WITH 7--1/2" MIN. RADIUS FOR EXTENSION .;� 01 AREA 4" DIA. CONDIJIT 90' BEND - - - INSTALL WARNING SUPPLIED ANCA INSTALLED BY CONTRACTOR TO POWER' CABINET - SEE '^ \ �' %' LINE SUPPLY AND INSTALL BY CONTRACTOR TAPE 12" ABOVE 30" MIN, BELOW GRADE ,�„�,�„�, . ♦� , ' ONDUIf 41 Eml 3/4” X 10' GROUND ROC) SECTION N 5_-) EL ECTRICAL SITE PLAN / NEW ;= WIDE TF 4 UTILITY O DETAIL _-__.__-_ CAI F: 1 4" _ V-0" ` (2) 6'-0" MATE LEAF � - � \ 9636EO01 Burnham Str 9777 BUP96-00355 J • .'.1M.W,.Y_._.�.w_,.+—.n• .Y..N.—..r... n.. _ ..-. .. Ar.............«... ....... ., .,. ..u. .m..n.•M� .w.... -. NOTICE: IF THE PPINT OR TYPE ON ANY TTI III IIIIIII IIIIIII V I I I AII I I I l l l I I I I IlII IIIIIII III III IIIIIII I I I I IlI IIIIIII IIIIIII III III V I I I AI IIIIIII III III I I LI I I I V I I I II I' I l l l l l l ' I l l l l l III III I I 1 2 3 4 5 6 7 9 10I 1IMAVE S NOT AS CLCAR AS THIS NOTICE, Ll L L l 1gL 1- --- -IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT II illlli►liillllllliillllllli illllllliillllllll �iilluliiullili illllllu illllllli iIIIIIIIiillllllli iIIIIIIIi illllllli illllllil iIIIIIIIi illllllli ills Ilil iIIIIIIIi iIIIIIIIi ill<<uu iIIIIIIII 6- illlll>�` �1u1 9 1►lll�l ii 1 O GROUND ROD AND CONNECTION 1 NOTE: CONTRACTOR TO VERIFY LOCATION AND o GROUND CONNECTION TO GROUND BAR OR RING L � EXTENT OF EXISTING GROUND RING AT TOWER. 1UW SW Canyon Rood NOTIFY PROJECT MANAGER OF CONDITIONS SSLP GROUNDING TEST WELL. SEE 9/E--2 I Suav 200 FOUND TO CONFIRM ACCEPTABILITY I I Biavaton, Oro 97005 FOR GROUNDING, AS SHOWN FEEL OW. r I � ---- PANEL ANTENNA OM [ � f'4X: . (50) 5p 00840 PCS COMMUNICATIONS 9 — I TYPICAL OF (1.?) � � E 2 ' GROUND MOUNTING (BRACKETS MO SW MOHAWK, BIG t #2/0 AWG---- ---------GROUND-- - --TYPICAI OF (t?) GREEN INSULATED_ — COAXkt�UVER BOX UND BAR EACH EC). MANE. TUALATIN, OR 97062 \ TOTAL OF (2) GROUND EA. F \ I ANTENNA 5 ( COAX TO BUS BAR. i— R \ I I GROUND _ _ fes- �_ COAX JUMPER GROUND EA. UAR TO EA. 'MDC ` \ PAR SEE E-2 CABLE OF GROUND RIND s ! PRIMARY ANTENNAPR I GROUND BAR •�I �� '\�� c /G1NE• (,7 MONOPOLE I I I SEE I 1 �C�%, Ike r.q ��'� '7ri 6 - EQUIPMENT CABINET 8�"0' FOUNDATION - I E._2 / T YPI l:AL OF (4) (7.) 2 SCHEDULE MONOPOLE )s' 1 �'-- I TO GROUND RING- ANDREWS GRND. STRAP'/KIT 40 PVC CONDUITSJ ( - FROM COAX CABLES THROUGH MONOPOLE =! \ GROUND COAX -O o- - -- -- -- - + --- EQUIP. SL AR TOWER GRD. BAR 1 t_.---,I 1 I COAX l ABLE FOUNDATION � SHROUD SHROUD BY CONTRACTOR - � TO GROUND BAR \ INTERNAL GROUND BAR — — _ — BY EOUIP. MANF SEC 7 TYPICAL EA. CABINET UTILITY' w ` -GROUND CABINET I ,I " -- ---- ---- - - E_2 \ TO DEMARCATION 4, GROUND MUNUPOIfi FO EA, SIDE OF GROUND RING BOARD / �4 -, - ; EACH SIDE OF MONOPOLE \ - _.__— . - _ ____.-- --------- _-- _-__ _ . ♦ I ��� GROUNDING RING OVER TOP OF SLAB - - -- - - -- - - - GRCUND 1OWER 1 0 GROUND TOWER GROUND BAR TO_ -- -- _ --- ')[ AHr — \ COAX GROUND - - EACH SIDE OF ' COAX --EQUIPMENT 1 -' _ I �-C A RI F S I REVISIONS EQUIP. CABINETS GROUND RIND /� _- - l _ _J Rt ISIO S PAR TO EACH � --- — --- -- , — ,.._ ._ _1 � - - SIOE OF GROUND I T ` F IN15H GRAUL RING NO DATE DESCRIPTION �- - - - - - - -- - - - ' - I ► I ( , - (COAX ;I �UUU � I/ ,POUNn j TOWER I I I ( -- TAT- --- ` I I i I 'U 6/6•/96 CD REVIEW / i-'ING IOUNDAIION #210 AWG HARE COPPER STRANDED WIRE / I ! I I 30' MIN. I I 1 6/14/96 CD PERMIT -E 2 1 1 1 1 BY CONTPACTOR GROUND I t-- fi -- -+— #2/0 AWG z I I I I TH BARE COPPER (2) 2 SCHEDULE RING pEDEP/ It STRANDED f I I ( I «- - ----Q--- -- --- I I I I - 40 PVC CONDUITS I ( I I I I I I I WIRE — // I I I i I I THROUGH MONOPOLE GROUND FOUNDATION ,/ 1 F71 M__// - 1 - -METER & I ( I _ ---._ — — � -1— - - - - - - - - - - ------ TELCO 8ASE I�t FOR GATE 1� - _— � \ I 1 �— - � � �Ab­ 'TYPICAL I ExulHr:kMlr_ WELDS NOTE: FLEXIBLE BRAID JUMPER SHALL BE MOUNTED } - ALL UNDER 4 / GROUNDINGE 3_ I F --mac`' '�, _._._ - - - - - - - - - � - - -. GROUND CONNECTI01�,5.,_ ----CONNECT EXIST. ' SO THAT IT WILL NOT BE SUBJECTED TO E-2 E-2 '' DAMAGING STRAIN WHEN GATE IS FULLY OPEN - BURNDY I I \ GROUND GROUND RING � _ !^.,... GAZLF.Y IN EITHER DIRECTION TYPE KSU RING TO NEW 1 GROUND ROD SERVIT ------ --- --� PLOWMAN 60 AWC f?' W (10 PLACES) --- GROUND RING D AGR AMA IC AT'KINSON - - -- - 1� GROUNDING PLAN 2 RISER GROUNDING PLAN - E-2 AI_.0 iv E-2_ hl_E N. 1., Arch,iec I '' 2701 P"R Vaughn Suite 764 Portland, OR 97'10 FLEXIBLE E;,� AWG BCYr � COPPER RA D R 1 BURNDY N0. 6 SOLID 503 274 7600 g CU I.FAf) BURNDY TYPE KSU \ TO EA. ANTENNA TYPE B SERVIT --x--W - --x- NO. 6 SOLID CU LEAD PIPE MOUNT �_:AE3LE TO PIPE (5 PLACES) TO EA. ANTENNA PIPE �� DOUBLE LUGGED CU DRAID TO PIPE i CONNECTOR -- -=- -- — - _ - - -MOUNT ,� LEAD TO ANDREWS COAX CONNECTOR BURNDY TYPE GAR -f / f DOUBLE LUGGED CU GROUND KITS. TtiP. OF (12). �n A G BCw - DOUBLE LUGGED CU LEAD TO I - ------ PROJECT MANHGER _— LEAD TO COAX GROUND KIT 20 AWG BCW +�- ` CABLE TO CABLE -•. 20 AWG BCW ! ' CADWELD (TYP 1 x r. � �_ COAX GROUND KIT TECHNOLOGIES 401 ; ,: �-SPACES FOR ��_NO. `� LUCENT AND BEC.HTEL - - r ' FUTURE (- - - ---- -' SOLID CU LEAD ALLIANCE - I 1 1 1 1 ANTENNA 10 SECcJNDAF�r U O O O O O i '. i i �" i O O O U O U O G NOTE: �--- RING GROUND 20 AWG BCW CABLE TO PIPE i i 1 r ANTENNA #2 AWG BCW AND ONE END OF THE FLEXIBLE BRAID JUMPER CONNECTOR ( � ! ;(.) 0 0 ( (BURNDY TYPE BD) IS JOINED TO THE FENCE POST WITH A RING GROUND- BURNDY TYPE GAR O O O O O O O 1 C; 1 i C O O O O O O O O O URNDY TYPE GD GROUND CONNECTION. THE OTHER END OF 20 AWG BCW I - - L- ---- I SPRINT — �J � L__1 1.—J THE JUMPER IS CONNECTED TO THE GATE WITH A (BURNDY TYPE GG) L ----- --- -- -- -O --- ----- O -_-- -- - I SPECTRUM _ - ! LIMITED PARTNERSHIP CONNECTOR, TYPICAL 2 PLACES -' - -NO. 2 SOLID CU LEAD TO NO, 2 SOLID CIJ LEAD TO O O OO O O O O O \ '+ 2w AWG BCW PRIMARY ANTENNA GROUND GROUND RING (~) (� PCS STALLA TION 3 GATE GROUND '- - - --' BAR i 0010000000 IROJEc E-2 SCALE: N. T.S \--CABLE TO CABLE --� CADWELD NQ,TFS: FOR AL.L__�;F2C UNDING BARS r NOTE: (2) ADUI'I IUNAL GROUNU C.UNNEC TIONS FUR F U I URE 1. ALL HARDWARE STAINLESS STEEL ANTENNA WILL BE BOLTED FROM PACK S'DE OF EAP THROUGH SECONDARY 2. COAT ALL SURFACES WITH KOPR-SHEILD FJEF"ORE MATING EXISTING LUG POSITIONS NO. 2 S,ULILI C;U Ll_AC SITE NAME ANTENNA 3. ALL LUGS TO BE DOUBT E-LUGGED TO GROUND RING GROUND PAR 4. BUS BARS: 4"X20"X1/4" COPPER By NEWTON OR EQUAL - - BOLTED THROUGH -—— - GROUNG TO n FROM HACK SIDE OF FEAR PRIMARY ANTENNA - - f GROUND BAF? TIGARD w� NO 2 SOLID 4 FENCE GROUND 5� ANTENNA GROUND BAR 6 PRIMARY ANTENNA GROUND BAR 7 TOWER COAX GROUND BAR TIGARD, OREGON C PPEN WIRE PRIMARY ANTENNA '- - --- - - — F- ,l;ALE _- (TYP OF 2) - � GROUND BAR E--2 `_SCALE: N. T.c. E-2 CAI-E: N. T.S. �' SEE GROUND TO GROUND SI TIE NUMBER b RING W ' NO, 2 SI E-2 E 7 �j SOLID UPPER WIRE SEE E-2, 1. GROUNDING SYSTEM CAS 047C g ANTENNA GROUND A. EXTERNAL CONNECTIONS Li. GRC?UNL) RODS 1) (,ROUNDING HARc) ALL GROUND itDDS / GROUND BARS TO BE PROVIDED AS INDICATED. THE GROUND BARS SHALL BE 58" THICK BARE COPPER PLATE _ E-2 SCALE. ^� ' - — - 1) ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE WHICH ARE E,ROVIDED BY OTHERS ARE INDICATED ON THE DRAWINGS Sl YE ADDRESS -� EXOTHERMICALLY WELDED. EXOTHERMIC WELDS lo'-U" LONG (GENERICALL Y REFERRED TO AS 'CADWELD ; IN THESE FOR THE PURPOSE OF ATTACHMENT DETAILS. GROUND BARS PROVIDED GROUND ROD BOX ,-- REINFORCED CONCRETE COVER SPECIFICATIONS) SHALL BE CADWELD BRAND OR APPROVLD C. CABLES BY THE CON TRACTOP SHALL BE PROVIDED WITH STAND-OFT MOUNTING 8 1/2 ID CHRISTY CRISTY F8D EQUAL). CONNECTIONS SHALL INCLUDE ALL CABLE-TO- INSULATORS TO HOLD THE BAR 2" CLEAR FROM WALL SURFACE. GROUND TYPE F22CABLE SPLICES, TEES, XS, SPLICES AND LIGHTNING PROTECTION ALL GROUND CABLE SHALL BE TINNED SOLID BARE COPPER AND BARS SHALL BE 1/4" THICK COPPER PLATE, SIZED & DRILLED AS 8777 SW BURNHAM --- LOOP AS LARGE AS POSSIBLE TO GRADE AVOID SHARP BEND SfSTE.M A5 INDICATED, ALI MATERIALS USED (MOLDS, OF SIZE INDICATED ON DRAWINGS. WHEN THE DIRECTION OF DETAILED. TIGARD, OR 97223 �- I WELDING METAL, TOOLS, ETC.) SHALL BE BY CADWELD (OR THE CONDUCTOR MUST CHANGE, IT SHALL BE DONE GRADUALLY l -^ -- rAJ APPROVED EQUAL) AND INSTALLED PER MANUFACTURER'S THE t ORVATURE OF THE TURN SHALL. BE DONF IN ACCORDANCE GROUNDING TEST CABLE TO ROD--- 2 RECOMMENDATIONS AND PROCEDURES. WITH THE FOLLOWING CHART: _... CONNECTOR \ -' SHEET TCTIE BURNDY TYPE GAR I in f CRFORM A GROUNDING SY��TEM TEST' AS DESCRIBED ON THE DRAWINGS ----------.------- 1 0 AC SERVICE ELECTRICAL GROUND SHALL BE SIZED PER GPC�IJNDING CONDUCTOR SIZE MINIMUM PENDING RADIUS USING A BIDDLE BRAND (ROUND RESISTANCE METER. USE THE FALL- REINFORCED CONC. �. r a THE NEC, WITH SOLID #2 AWG COPPER WIRE MINIMUM. UF-POTENTIAL METHOD AS DE�SCRIDED IN THE LITERATURE THAT GROUNDING PLAN EXTENSION CHRISTY ; SERVICE GROUND WIRE SHALL BE RUN IN AN UNBROKEN ACCOMPANIES THE METER. TYPE ADS ------- v MANNER. ALL 01HER INTERIOR GRUUNDING AND BONDING N0. 6 AWG TO N0, 4 AWG 3 INCHES TICE PRIOR TO '� CONDUCTORS SHALL BE CONNECTED BY TWO HOLF CRIME' NO. ^ AWG TO N0. 1/0 AWG 6 INCHES PFrTING GROUND ROVIDE TSYSTFMEANDTPRI R TO OVE� NG CADWEL.DED AND DIAGRAMS CLEAN SAND FILL --- cn TYPE (COMPRESSION) CONNECTIONS. NO. 2/0 AWG TO 750 MCM I FOOT PORTIONS OF GROUND SYSTEM. MECHANICAL CONNECTIONS OR FITTING`_,, OR CONNECTIONS - RING GROUND -----� i THAT DEPEND SOLELY ON 'SOLDER, SHALL NUT bL USED. 3. UPON 1.;QM"LETION OF WORK, CONDUIT CONTINUIT) AND SHORT $HEET NUMBER y2 AWG BCW CIRCUI 1C:.)T) FOR APPROVAL. SUBMIT TEST REPORTS WITH FALL-OF-POTENTIAL GROUND TEST REPORT TO PROJECT MANAGER. CLEAN (;k'11UNU PO) COF'F•'F I'WELD PREMISES OF ALL DFRP15 RE' 1 ii TIN(, FROM WORK AND L F AVF_ WORK IN - r �, A COMPLETE AND UNDAMAGED ONDITION. 3 0- X 1_ G LONGC - 2 �9GROUNDING TEST 1NfELL E--2 SCAL.1. N T. , 02 Burnham Str. 8777 BUP96-00355 1 f 8 of 9 .v= ,<.c=; »..,....::.-isw.,SkR{�,aM_ ,,. ..;uwa..wno..w....,,:yy.?.{44. xMrrx.uMw'•y;+rw,w. NOTICE' IF THE PRINT OR TYPE ON ANY III I I 1 1 1 III III III III III III III III III III I I I 1 11 TI III III I I I i l I l III III III III III III III I I IIIIIII III i I l I I I I I I I f I I I I I III III I I I I I I I III III IMAGE ISNOT AS CLEAR AS THIS NOTICE, I I 11 3 - __1 4 15 - III1 IT IS DUE TO THE QUALITY OF THE "°.3e \ C- f &V G ORIGINAL DOCUMENT 8Z 8Z GZ 9Z Z ibZ £ti ti t7, O7, 6i 8 [ Gt 8t 9t ibt £T 7t it [ 0 g 8 4 6 £ �, T�ItlLIN II►`�11�III►IIIIIII�IIIIII�IIIIIIIIIIIIII�IIIII ►III�III� IIIIIIIII►II ►I►I �►►L�IIIIIIIIIIIIIIII�IIIII►IIiI1II111I ►111111►i1►1111�IIII►IIIIIIIIIIIIIIII► Illlil1111►Ililllllll�il►11 ►II1i111►1►��►ill�Il�lllil�� <<<�II �ILI�I�I I �� �I ' 1111111IIIlI1Jll i rye, 's iSSLPFUR LOCATION 5EE A-1 PCS COMMUNICATIONS ME• ILP UAE _AFF t E-3 7770 SW MOHAWK, BIG. F TUALATIN, OR 97062 --TEL.EPHONE CABINET, 110FI MAN #A361130CLP FOR ADDITIONAL o,� 2 OVERHANG, SEE INFORMATION SEE 4 •��` �,- TELEPHONE CABINET, DETAIL 3 E-3. 5 1 40 t" HOFFMAN #A:i61i3011.. - E 3 ' � ETF TELCO E-3 �� �,� It ly CABINET INCLUDES EiASF TELCO LINE r' INTAKE FAN, EXHAUST ST \� in 2." DIA. < ! l GRILLE, AND GFI ,----- METER BASE GRC CONDUIT 'oRr>k -1 RECEPTACLE. SFEL-3 FOR __ ABOVE SLAB ADDITIONADETAIL L. INFORMATION: E-t SWITCH O I �t`O I I 4 DIA. PVC W HI►� 3" PVC -__-_ _ CONDUIT �. POWER LINE PANEL----- L._ — _.__ ._�\_ ---.— -- TRANSFER SWICH el, _ 2" DIA. .I GRC CONDUIT ABOVE SLAB (ON OTHER SIDE) K I_VISIONS 3 - GENERATOR RECEPTACLE GFI RECEPTACLE BEL40V OW---� 2 i- NCS. DAfE - DESCRIPTION PANEL , 100A ,3 /0\ 6/6/96 CD REVIEW NOTE: CONDUCTORS TO MFTFR BY POWER CO. SEE E— ;S 6/14/96 CD PFRrtIT FROM METER TO POWER CABINET FOR BACK 4 BY CONTRACTOR ELFVATInN - 1 UTILITY PEDESTAL - PLAN VIEW 2 UTILITY PEDESTAL - FRONT ELEV. E -3 E--3 SCALE: 1 /2"- '-C,. - r GAZLE Y -- - "MANUAL" TRANSFER PLOWMAN SWITSEE CH 1 INTAKE FAN, ATINSON E-1 HOFFMAN #A—PA4AXFN. - - -- - \ Architects A.I.A. PANEL BOARD -------��\ (� _ \� 2701 NN Vaughn i Suite 764 GFI RECEPTACLE Portland, OR 97210 503 274 7804 GFI RECEPTACLE SEE t *�J COOLING THERMOSTAT, HOFFMAN #A-TEMNO. - UtNEkATUR RLCLF'IAf-:LE 240V, 100A � �;� + PROJECT MANAGER LUCENT TECHNOLOGIES t' PVC CONDUIT i HTEL AND BEC FOR SERVICE I - - EXHAUST GRILLE, A GROUND HOFFMAN f#AEXGR4. ALLIANCE CE SPRINT / DP ECTRUM LIMIT PARTNERSHIP PCS INSTALLATION � PROJECT SI-TE NAME TIGARD r3- UTILITY PEDESTAL - BACK ELEV. q- TELEPHONE CABINET DETAIL 'TIGARD, OREGON E- 3 SCALL. i ,; . E-3 � L-,ALE: -- SI I E NUMBER i i CAS O47C t f, y n SITZ ADDRESS 8777 SW BURNHAM TIGARD, OR 97223 SHEET TrrLE t ELECTRICAL_ EQUIP. AND DETAILS T Y SHEET NUMBER E ,w, 3 9636E003 tag Burnham Str 8777 BUP96-00355 S of 9 NOTICE- IF THE PRINT OR TYPE ON ANY I III � I I III I I IIS I I III I I ill I I I I I I . il I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 _141 I I III I I III i I III I I Ill III III I I III I I III I I Ilf 1 1 1 1 1 1 I I I I I I I I I I III I I I I I I I I ! I I I I I I I Ilifi � ( � ( ► I � ill � il � l � lllt � ( I ( I11 � � 1 2� l r( I f? IT IS DUE TO THE QUALITY OF THE No 36 &-•---'— ORIGINAL DOCUMENT '111111 8Z LZ�9Z Z 6Z '1 Z�Z iZ U�Z �611 iL9t91 i,,ll:, 1(�I11�11111(�I�III111 IIII11111111111 11111 ►I ►11111111111111111111111 III IIILII 1i I111 I 111 II 1 �IIIIIIIIIIIII11,IIII1 II 1111111 (I II II III (IIIIIIII IIIIIIII.IIIIIIIIII�III��IIIIIIIII IIIIIIII � IIIIIIII illllll.�l IEIII111l�Ill1W�.L T �Il l �Il�l III ill W11W ��lll �L II N