Loading...
Plans (57) I sz, 1-ri,s7 A PARCEL OF LAND LOCATED IN THE STATE OF OR,COUNTY OF OR067,WITH A SITUS ADDRESS OF 14504 W ERN STREET. Y PNO2 SAME PROPERTY MOREMOON STEVE W 8 F FULLY DESCRIBED PORTLAND.LLIE L HAVING A TAX HANDY ACRES.LOT PTNUMBER OF S 8 CURRENTLY 7 ACRES B 47, RECEIVED CODE SPLIT AND DESCRIBED IN DOCUMENT NUMBER 55258 DATED 00/16/2009 AND AND EINGTHE RECORDED 06/18/2009. at&t PROGRESS RIDGE JAN 232014 19801 SW 72ND AVENUE 411M1111° TUALATIN,OR 97062 CITY OF TIGARD CITY OF TIGARD ' %11111I atsct PGE POWER TOWER BUILDING DIVISION Approved by Planning 14504 SW FERN STREET Date: /')s /`K §11%.ftftirS TIGARD, OR 97223 Initials: �' CITY OF TIGARD LATITUDE: 45.427309 / 45° 25' 38.3124" N (NAD 83) EXPr` E-D gp7/* LONGITUDE: -122.825414 / 122° 49' 31 .4898" W (NAD 83) PORTLAND MARKET LEGAL DESCRIPTION .. . ! . ! 1 6,4 , . „..t•ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT F s :-,.. . • ,; APPLICANT: DO NOT SCALE DRAWINGS EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNINGAUTHORITIES.NOTHING TECHNOLOGY ASSOCIATES IN THESE PUNS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. ,,.• f { ,r, 15618 SW 72ND AVENUE Technology Associates '� Not 7iPORTLAND,OR 97224 BUILDING/DWELLING CODE INTERNATIONAL BUILDING CODE 2009 � ""�',., !.6 CONTACT: STEVEN D.DALTON CONTRACTOR SHALL VERIFY ALL PLANS&EXISTING LOCATIONS, STRUCTURAL CODE INTERNATIONAL BUILDING CODE 2009 - 4 .841 .A c PHONE* (503)7893241 CONDITIONS ON THE JOB SITEBSHALL IMMEDIATELY NOTIFY THE EC Inc. PLUMBING CODE UNIFORM PLUMBING CODE 2009 , T.E S1C—, %; Y �''\ s CELL PHONEMECHANICAL CODE UNIFORM MECHANICAL CODE 2009 MJ EMAIL, ateven.dalton@taec.com ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE SAN DIEGO MARKET OFFICE ELECTRICAL CODE NATIONAL ELECTRICAL CODE 2008 _ FIRE/LIFE SAFETY CODE INTERNATIONAL FIRE CODE 2009 "t �" r:., .,„ PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME 5333 MISSION CENTER RD.,STE.220 �/ ....+i,`'"' _.. e`w. • PROPERTY INFORMATION: SAN DIEGO,CA 92108 �' ..._. a .- aLt.."y' PROPERTY OWNER: STEVE AND CALLIE MOON ! (858) 300-2346 = t�.z,r„,„ • 1 - ADDRESS: 14504 SW FERN STREET �' 'L TIGARD,OR 97223 ! 1 ` 9 4.,. �. A CONTACT: STEVEANDCALLIEMOON SHEET DESCRIPTION • • i. L -T ... . PHONE* (503)579.3201 ACCESSIBILITY REQUIREMENTS: ,...�� 1. W •" TOWER OWNER: PGE T-1 TITLE SHEET '" ` i .-.-..- SITE ID: TBD FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS a., '•"— T-2 GENERAL NOTES REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. ., ..• P1 Ti- GENERAL NOTES Iy ® ZONING CLASSIFICATION: R-7 •.•• �%►7 CONSTRUCTION TYPE: TBD T-4 GENERAL NOTES CODEBLOCK -' NOT TO SCALE OCCUPANCY: TBD T-5 SIGNAGE 8 NOTES JURISDICTION: CITY OF TIGARD A-1 OVERALL SITE PLAN ` • VICINITY MAP01 MGM CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY A-2 ENLARGED SITE PLAN oe,mla ISSUED FOR REVIEW ! • , ! NEW USE UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY A-3 SOUTH ELEVATION REV DATE DESCRIPTION EIV AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITYPARCEL NUMBER(S) RF-1 DETAILS � • V • NSTALL(12)NEW PANEL ANTENNAS(4 PER SECTOR) I ' } F .• 251048C-01200 RF-1.1 DETAILS NSTALL(12)NEW OUADPLEXERS BEHIND NEW ANTENNAS p - S NSTALL(1)NEW 10'-0"LONG TOWER EXTENSION ONTOP OF EXISTING PGE TOWER `f LEASE AREA: NSTALL(18)NEW COAX CABLES {I 5 625 S0.FT. I- NSTALL NEW PERIMETER FENCING It NSTALL(1)NEW 25''-0-0•X25'-0"CONCRETE PAD {^.' ' '� NSTALL(1)NEW 5 •X0-0•CONCRETE PAD -- "A - PROJECT SUMMARY y NSTALL(1)NEW GENERATOR ON TOP OF NEW 5'-0"X6'-0'CONCRETE PAD -- - O NSTALL(2)NEW H-FRAMES + -g • !NSTALL(24)NEW RRU'S ON NEW H-FRAME a -- NSTALL NEW TELCO CABINET AND METER ON NEW H-FRAME ` va NSTALL(1)NEW POWER CABINET _ I` ! • o NSTALL(3)NEW BATTERY CABINETS ':.e- ARCHITECT: SITE ACQUISITION MANAGER: pW NSTALL(41 NEW EQUIPMENT CABINETS TECHNOLOGY ASSOCIATES TECHNOLOGY ASSOCIATES u - . i 5333 MISSION CENTER RD..STE.220 16618 SW 72ND AVENUE D T .1 SAN DIEGO,CA 92108 PORTLAND,OR 97224 tu PROJECT DESCRIPTION A= CONTACT: RYAN LIMA CONTACT: STEVEN D.DALTON - PHONE* (858)300-2348 ext.1519 PHONE* (503)789-4241 IT ISA VIOLATION OF LAW FOR ANY PERSON, pS. ! CELL PHONE* (619)471-6359 CELL PHONE S. .INLESS THEY ARE ACTINO UNDER THE DIRECT., u.0 , n u ..► EMAIL: ryan.9ma@taec.nel EMAIL: Steven.dalton@teat corn oL A LICENSED PROFESSIONAL ENGINEER. ` , ,.16-.'. , TO ALTER THIS DOCUMENT. , o APPROVAL SIGNATURE DATE `i PROJECT MANAGER: CONSTRUCTION MANAGER: sSueDFGR. m 15818 SW°72ND AVENUETES FSITE ACQUISITION LOCAL MAP PORTLAND.OR 97224 CONSTRUCTION A MANAGER CONTACT STEVEN D.DALTON 1c PHONE* (509)7893241 CONSTRUCTION MANAGER CELLPHONE* PNO2 , EMAIL: aleven.dallon@laec.com PROGRESS RIDGE ABE MANAGER STARTING FROM AT&T OFFICE;19801 SW 72ND AVENUE TUALATIN OR 97082 PLANNING. 14504 SW FERN STREET PLANNING 1. HEAD SOUTHEAST ON SW 72ND AVENUE TOWARD SW SAGERT STREET. SHEET INDEX CONSULTANT 2. TAKE THE FIRST RIGHT ONTO SW SAOERT STREET, TIGARD,OR 97223 LT 3. TAKE THE FIRST RIGHT ONTO SW MARTINAZZI AVENUE. zRF MANAGER 4. TURN RIGHT ONTO SW BOONES FERRY ROAD PGE POWER TOWER 5. CONTINUE ONTO SW UPPER BOONES FERRY ROAD. 8. TURN LEFT ONTO SW DURHAM ROAD. SHEET TITLE » RF ENGINEER 7. TURN RIGHT ONTO SW HALL BOULEVARD. ,Y� O Know what's below. TITLE m 8. CTONRNTINUE NUELEFNT ONTO SW MCDONA STREET.D ET. Q CALL before you dig. 9. CONTINUE ONTO SW GAARDE O PROPERTY 10. TURN LEFT ONTO SW WALNUT STREET. SHEET H OWNER 11. TURN LEFT ONTO SW 135TH AVENUE. kA!!02.10 n AT&T 12. TURN RIGHT ONTO SW FERN STREET. V,th i REPRESENTATIVE 13. DESTINATION WILL BE ON THE RIGHT. '' 14. 14504 SW FERN STREET.TIGARD.R 97229(PGE POWER TOWER) D SHEET NUMBER MV MANAGER DIG ALERT CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG TI SIGNATURE BLOCK DRIVING DIRECTIONS PROJECT TEAM O , . . , . ! 2 • ,.- <I; , Y/A/-:;- DISCLAIMER y . ,2y.. , '.:-.: .21: (r( (1 ' . , � +Y�i>`. �--' THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF �! \ - ♦ of ACURRENT LAND SURVEY ALL PROPERTY LINES RT OF NTS .`°' ���� 'g. '�`}s' _ i,'i// AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF -- EXISTING SIDEWALK(TVP) EXISTING UTILITY POWER '/ / % CONSTRUCTION TALC DOES NOT GUARANTEE THE ACCURACY 1 I..-- j///�/�;!% , OF SAID PROPERTY LINES.EASEMENTS.ROADS AND SETBACKS. ) EXISTING TREE(TVP.) \ C - 1 LINES(TYP) '/� \ $) ) EXISTING UTILITY POLE % W��/ +� 19801 SW 72ND AVENUE _ ` '''. , ( W� .a•J a _ (TYP.) TUALATI OR 97062 �-. , - j // s: �-, / ;3.„,;\ CITY OF TIGAP,D }. :/�//� .' ,.� , _ L - , EXISTING / 1 I '/ 1 { 2 \\ 1 4 � / .< r 1, / BUILDING ( Approved b PI ' f rP Y 4 anni� Gti/ / < -7/ % / j//�%� / , / „ r x. L ' �- 1 try I S. Date: % �, /LExlsnNc j; r r ( / ///A' // -,az/ ` / /;-� i% '/ BUILDING ) 1,� / / EXISTING / I��/yy ,� \� .YS� � �' / /. %' BUILDING i j' TYP) j /t �\ / / iI Initials. `Y !/// c j % tTY ) / // / / //%i\ i `EXISTING �, %%%//%%%/////%i \ ,1 I i / / 7 � BUILDING `y'" % A / / /o / A ///%%//// �1 - j (TYP) I )1 1 I \ al _L. k,4.1 V 1 ' ! ) I 1 ' ::'-''\\ ,a,( �J!J ERLN Sl.-REE - i - - - - - - - - - - - - - - - - - - — - � Technology Associates — min EXISTING WOOD FENCE(TYP.) EC Inc. lIllri SAN DIEGO MARKET OFFICE `` t'F� ��-�iy r �''w ��~~ !f 5333 MISSION CENTER RD,STE.220 ` I ;: v _, i a I i' ` \ SAN DIEGO.CA 92108 ', 1 hL i.. I ._n yat.EW 1 1 1. 67 F'; ffi � .. I ` I 1 , (858) 300-2346 f. j WI I LEXISTING /,i / / j/ VEXISTING FIELD ,..__ .. '9 tia .� // .:. .� I BUILDING /' EXISTING / I - I I ,. /r �)c } v� 7Yp BUILDING �M1 (ate ( / ( ) / (TYP) ' I i !� j\ r r l I / / fle '4/d, / r,, I r I NEW AT&T EQUIPMENT& `i.1.1; r` C 'ti \ ''' I C I / q.^✓ I W I it '7y1 , ,,. .Y _ It, I ENLARGED SITE PLAN SEE [ < ' t Z I /�/�/���/�/�� A Df,mlor• ISSUED FOR REVIEW mom Ci b� �, i ...„,.v.,,,,,./ 111 , N " \ ( I _/ • -� - REV DATE DESCRIPTION BY -1'''''4"/ -•,.1...7 ,, 4 7 i 0 • ii i W, , , I ILI 11 I , / :'% /!ii �� �EpsnNc --'.--/,,(1 --/, -1f,--) V E9.c: , / ? 'v.. I ...`tc BUILDING i ,� �' V ,, j %�j / j .//:,,,, 420 I /I)'¢ _ � ,` (TYP.) ( _ •, I ---em, - /� EXISTING % / I / EXISTING T I C ( � � �,: �ii// I / Buaallo / u ti 7 7 / , / . .' BUILDING % / /// / I I ! (TYP.) i I (TVP.) �/ gip, �,<" .1 el.' - I :b. 5 = I _z ./////// A / I I I / i I 7" I' �ti ',—;L� < I i � 1 I I I , , 1, ,' 1 I \ ', Y�,F" I " j I I :..t 1 ' , r I, I \ �� T ;') RISA VIOLATION OF LAW FOR ANY PERSON RE ACTING C 'Il1�F('' �{ /% lj}� f, t l \ T -'y, // UNLESS LICE SEDPROFE UNDER THEWEERDIRECTION I 2 Vb y / OF A LICENSED THIS DOCUMENT ENGINEER. j F . Ij ro ALIER rN18 DOCUAENT> II •1�•� ■^Js1��1^( l/•, — — EXISTINGv$�@fq�-..'+ E -� " pp. /�" % • / -�if�'�_,. I 1_ — A ' LlaiZ�1.1O_WIT— f �'J� //// (TVP.) 1 c—^fi't' q 1 4.- J/ /: `�CI .�pI I j/ ISSUED FOR: / / �� i BUILDING r / / S i 1 t, _ - , CONSTRUCTION a Q a ,��j` i, i,._, ` la Y i 'ox, `�' f�4 ^;. , ( / J �Q�ERTY�N` == ;LjT`.F °' j ///i', ////, • PN02 x — j . / �:. al r.- - �;. ' '." i ' PROGRESS RIDGE ,,\ g��, -+- - 14504 SW FERN STREET s \ � � 11' rt,_ � , f 1 I % TIGARD,OR 97223 _ \ } ® �BUTDING ' ti Q^a��h,. ." k i `_ I I % PGE POWER TOWER I \ \\ Y?Y_ /, ! TYP.) i I i aj / SHEET TITLE \ t-' , j - ` $` ( , 1 OVERALL lq!yf7'j / SITEPLAN � K ." �� S II ; � I I % .f©�- �/ SHEET NUMBER 5 30' 0 15' 30' acwLE: r.as.O (z•%a&) A- I = OVERALL SITE PLAN -(OR) ,/Y•30.O (h1:1T) 1 • • O 0 0 KEY NOTES: __ a — PROPERTY LINE — O7 EXISTING TREE(TVP.) © O C �U6/F—U6/F-116/f--�116/F�II6/F—II6/P—U6/F—UG�F O2 EXISTING WOOD FENCING(TYP.) P`I at�t 0 I I , O EXISTING TELCO PEDESTAL O ( 0 EXISTING ACCESS ROAD �I O 19801 SW 72ND AVENUE J LJ L I I U I u 6 EXISTING POWER(TYP.) j Oi EXISTING UTILITY POWER LINES(TYP) TUALATIN,OR 97062 0 , � I I 0 7 EXISTING PAVED DRIVEWAY(TYP.) �� I j I 0 EXISTING PGE UTILITY POWER TOWER ', Rt7, / { Of NEW AT&T 6'-0"ANTENNAS AI Aft { I M (4 PER SECTOR,3 SECTORS,12 TOTAL) CZIF%V - I yI ' 'S OF EXISTING POE UNEW 10'4"LONG 1WER ON ON TOP 1UTY OWER - - I 1 N NEW OUADPLEXER BEHIND ANTENNAS, ©© (12 TOTAL) �� w j j 12 NEW 26'-0"X 26'-0"CONCRETE EQUIPMENT PAD 9 1 M I ., Z1 reNEWSS NEW '-0"X '-0"CONCRETE PAD gh � w I w I O I >J $I 14 NEW AT&T GENERATOR ON NEW CONCRETE Ur PAD ( 16 NEW 6'-0"WON CHAIN UNK FENCE(TYP.) A /) ' I I I 1 16 NEW AT&T METER MOUNTED ON NEW H-FRAME P. 17 NEW AT&T TELCO HOFFMANBOX MOUNTED ON Technology Associates I NEW H-FRAME EC Inc. I I 0 NEW AT&T BATTERY CABINET ah AI USD NW SAN DIEGO MARKET OFFICE I NEW AT&T POWER CABINET AMI1;51P 5333 MISSION CENTER RD.,STE.220 SAN DIEGO,CA 92108 I 16 ®® (858) 300-2346 I O 2U NEW AT&T LTE CABINET la m USD%V 0A21 NEW AT&T UMTS CABINETIoI S II I I 2 NEW AT&T COM CABINET ®® I1 FS I I 23 NEW RRU MOUNTED ON NEW H-FRAME A A II I (24 TOTAL) ® NEW AT&T HFRAME A41,A A O1MY201A CtSUED FOR REVEW NIi31 1 26 NEW AT&T OPS ANTENNA MOUNTED ON REV DATE DESCRIPTION BY O 1 NEW CABINET li ��ql / , , I 1 g 1 00 16 000 dO 0 I O NEW iror AT&T SNOUNTE UNKATE. s I GATES,AT&T SIGNAGE MOUNTED TO GATE. `� LOCK PROVIDED BY AT&T ( • i O NEW UNDERGROUND FIBER ROUTEirk IZIV § 1 O NEW UNDERGROUND POWER ROUTE CAP g ';,/ 1 . j , . . i I m 0114 0 C 3/9A— 3/911 +3 L CITY OF TIGARD RSAAOAgNOFLAW NNANY PERSON. O I I I �/' _ 24 ( OF A LICENSED PROFESSIONAL ENGINEER O 1 ite—apj _a".1 � UNLESS TH Y TO�R THIS DOCUNEM CTING UNDER THE DNECTpN � �_ — — SWF Approved by P> I 26 r i -: .— LP; .� 0 arming 4 1 ` I .�_ .�. 1i /.. ., Date: �2-/y ISSUED FOR. ® 1 /11 �i� ��' ® CONSTRUCTION I 1 1 .5, w .... Vii , ,..;1rr,; ;►11 ,Ir'1 '(� m I Initials: �` a N �� / ,,,, ���� - PN02 r 1 ' ' PROGRESS RIDGE II���r � 0 `� 14504 SW FERN STREET • w 0 ice'-rte= y 0 TIGARD,OR 97223 z II I ',$ IIS _ _ lVT 1J 1 PGE POWER TOWER 32 I © �! I I SHEET TITLE '� � � loo• i �w �i j j ENLARGED a �:� __��� ► SITE PLAN I I 1 •0• SHEET NUMBER !s I jl I ��►� V , 25..S. / I A.12 I NEW AT&T FENCED/LEASE/EQUIPMENT AREA ENLARGED SITE PLAN °®'SCA) `2`x'6) 1J , KEY NOTES 2 • KEY NOTES: 0 EXISTING TREE(TYP.) v OEXISTING WOOD FENCING(TVP.) fto*Iatait 3 EXISTING TELCO PEDESTAL \ TOP OF NEW TOWER EXTENSION �{ EXISTING ACCESS ROAD ��/ ELEV.130,0"AIX O EXISTING POWER(TVP.) 19801 SW 72ND AVENUE 40TOP OF NEW AT&T ANTENNAS N v TUALATIN,OR 97062 ,ELEV.130'-0"AOL O6 EXISTING UTILITY POWER LINES(TVP.) d ELEV.1��RAOL EW AT&T ANTENNAS , 0 O7 EXISTING PAVED DRIVEWAY(TYP.) OEXISTING PGE UTILITY POWER TOWER 01 TOP OF EXISTING PGE POWER TOWER / 1r 10 O8 NEW ATBT 8'-0"ANTENNAS /ft Ark ELEV.120'-0'AGL ({PER SECTOR,3 SECTORS,12 TOTAL) >1', 10 NEW 10,0"LONG TOWER EXTENSION ON TOP �\ \V OF EXISTING POE UTILITY TOWER I ( \\\ ��I 11 NEW OUADPLEXER BEHIND ANTENNAS, ©© / (12 TOTAL) WV 12 NEW 26'-0"X 25,0"CONCRETE EQUIPMENT PAD Irkli "� \ 19 NEW 6'-0"X 8'-0"CONCRETE PAD Clifir / y 14 NEW AT&T GENERATOR ON NEW CONCRETE 1 PAD 16 NEW 6'-0"HIGH CHAIN LINK FENCE(TYP.) Ik �) 18 NEW AT&T METER MOUNTED ON NEW H-FRAME Technology Associates 17 NEW AT&T TELCO HOFFMAN BOX MOUNTED ON \ O NEW H-FRAME EC Inc. 16 NEW AT&T BATTERY CABINET Arlkm O %IV%IV SAN DIEGO MARKET OFFICE / 18 NEW AT&T POWER CABINET 4EkAlk 5333 MISSION CENTER RD.,STE.220 �� SAN DIEGO,CA 92108 (858) 300-2346 20 NEW AT&T LTE CABINET AI A\ ®® \ 21 NEW AT&T UMTS CABINET irkA\ \ ®® \ / O NEW AT&T COM CABINET �� ®® O NEW RRU MOUNTED ON NEW HfRAME AA / (24 TOTAL) IiiiirGIEF 24 NEW AT&T H-FRAME Ark®® A 01AI11II0I4 ISSUED FOR REVIEW MOM / REV DATE DESCRIPTION BY 26 NEW AT&T GPS ANTENNA MOUNTED ON © • / NEW CABINET % 1 O l/ IO NEW 12'-0"WIDE LOCKING CHAIN UNK ACCESS AI / GATES,AT&T SIGNAGE MOUNTED TO GATE. W" I LOCK PROVIDED BY AT&T o / O NEW UNDERGROUND FIBER ROUTE i Iiiiir = O NEW UNDERGROUND POWER ROUTE Ark W O Li N/ r CITY OF TIGARD Approved by PlanningR IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE A UNDER THE OPIECTION OF A LICENSED PROFESSIONAL ENGINEER J ' / �V1�). / TO ALTER THIS DOCUMENT. Date: ( (/ ` , ' ISSUED FORgCONSTRUCTION � — - Initials: S O 0 ro 28, O O O 0 0 0 PNO2 m PROGRESS RIDGE x „.. /2i,-; 14504 SW FERN STREET s c h lW� �y►9*;-.4..,;-"7,111`1� ,;; TIGARD,OR 97223 S © ��-.ry1 �,„ , .'t traki w PGE POWER TOWER i 0 ----t, gg'0� LC vy'-I'S Co ®�6 I.W & �oaPR . ._. �`l I:1 SHEET TTTLE SOUTH ` �§����—>. — ELEVATION vu • FINISH GRADE %1k 2I* ,,,.a,,,,,, �x `B ELEV.O-0'AGL I�✓E�W/E W/F UO/F--UG/F—UGR'—UG/F—I—UGIF—W/F—U0/F SHEET NUMBER 1 A-3 SOUTH ELEVATION (FINAL) SCALE: Mr.1,0”(24x36)(DR) ,,,6"=,'-0"(„x,T) 1 KEY NOTES 2 s d ANDREW SBNHH-1D65B 3`0.,1 — `q7 ./. (7,7„943• RADOME MATERIAL: PVC,UV RESISTANT ' � rasa: RADOME COLOR. LIGHT GRAY at�t PLINTH SECTION OF RBS UNIT 111110111MIIIMIIMI — ` 1. CoraRETESRAUK TOA MINMIM MOUNTED TO ERICSSON RBS 3108 ERICSSON .' Iii}f t}{ }}t}lid}}tt{E1 t} STANDARD PER CONTRACTOR DIMENSIONS,HxWxD: 72.72•x 11.85"x 7.1" GALVANIZED STEEL BASE - -- HIGH CAPACITY m)3 fI II CTIA CI�I Ia IZ 2. SLOPE NEW SUED 1T PERI FOOT (1847 x 301 x 181 mm) �' FRAME - - RBS CABINET )}{ MNIMLNB OM CONGRUENT WTI_ B ERE RI}{RI- EI_I-1B NATURAL DELAWARE PATTERN ERICSSON GALVANIZED STEEL _ tl Ct =tit Yt ttlb tit Et WEIGHT,Wl m BASE FRAME BOLTED TO CONC. PLINTH SECTION [:::1 o� PRE-MOUNTED BRACKETS: 50.71 Ib 19801 SW 72ND AVENUE PAD OF RBS UNIT �\ A M P ITIS R FFIi7 Ti c1171 IT (23.0 kg) n RBS 3106 ERICSSON MOUNTED TO RBS 3106 ¢ Ifi}�ttl+�}}ttl}�}}tt}j tt TUALATIN,OR 97062 12"0 GALV.CARBON STEEL HIGH CAPACITY 0 5, ERICSSON ERICSSON E a Lott Ctln 33 CCItt tI CCI tt tt CONNECTOR: 4 x 7/16 DIN FEMALE I' HILTI KWIK BOLT TZ W/2'MIN. RBS CABINET N' n GALVANIZED STEEL HIGH CAPACITY 1/Y'0 GALV. h n PPP ITIR�{rn }T FP n ii EMBEDMENT IN CONCRETE BASE FRAME RBS CABINET CARBON STEEL - mWELDED WERE MEER (ICC ES REPORT#ESR-1917) --- ERICSSON HILTI KWIK BOLT m H Ifl�H Ciro a min Ct MMA/TBAENT GALVANIZED TZ W/2-MIN. WI CCI tt CCI:A tI CCI TJ It min it axSvn4R4 (E)SUBGRADE II; = W STEEL BASE R FF EMBEDMENT IN ''',.'...*'.',...•,,,,,.,,.....,..., \ {� ����I�� I` FRAME BOLTED CONCRETE E.TIN=CONCRETE SUM _ TO CONCRETE PAD 1 (ICC ES REPORT I WELDED WR NEW REINFORCEMENT ��.. I_ PER PLAN �� #ESR-1917) AAA ISKSNS WI.N4 SLOPE 1% RSI t INSTALLBAIN VAPOR BARRIER BETWEEN �:- r f•fSOIL/CONCRETE INTERFACE .E E E • • _ .... _ 7.1. / '- ,�IT 'i,`- _ IIII'' U - ' • • NATURAL Gw.RADE GG _____. .-IIIIF-IIIII� W .I I� 1._ II ,fi 4 3 2�• /l i„V`3. of. it f9E®NENT //\///////A•"#\`\//,/`✓'`'/\\//\\•/\\//\//\//• ,\/`'/\\�\\V•'//\//\\//e/ of 85 FRONT VIEW SIDE VIEW 4r� 'LA \ MESCARORADE AMINIERIFY THEN M pry `1A RELATIVE COMPACTION a� SECTION A ISOMETRIC VIEW SCALE SCALE iN SCALE ERICSSON RBS 3106 ON CONCRETE PAD N.T.S. 7 CONCRETE PAD N.T.S. 4 ANTENNA SPECIFICATIONS N.T.S. I 1 WB-BS BASE SHOE FOR 3-1/2'OD PIPE,HARDWARE INCLUDED Technology Associates DIMENSIONS WIDTH 203.2MM)8.01N EC Inc. HEIGHT 152.4MM 18.0 IN ANTENNA MOUNTING PIPE LENGTH 203.2 M 12.LIN 1� SAN DIEGO MARKET OFFICE �. WEIGHT 8.7KG 119.2 LB NEW GPS ANTENNA /, CABINET.PER PLAN 2'SQUARE GALVANIZED ,P•44` 5333 MISSION CENTER RD.,SHE.220 GENERAL SPECIFICATIONS STEEL BRIM PLATE WHERE �\ _.,1 •UNTNG BRACKET SAN DIEGO,CA 92308 1/2"0 HILTI KB-TZ REQUIRED TO LEVEL PRODUCT TYPE BASE SHOES NEW COLLAR MOUNT FOR B A� SUPPLIED wR ANTENNA APPLICATION BASE SHOE GPO ANTENNA(CG.TO SUPPLY) 1 (858) 300-2346 W/2"EMBED. is�� INCLUDES HARDWARE I MOUNT EXISTING CONCRETE SLAB WAOPLEXERS.PER MATERIAL TYPE HOT DIP GALVANIZED STEEL PUN PAOUNTIS. `k MOUNTING PIPE,88.9 MM(3-1/2")OD . NEW CABINET PACKAGE QUANTITY 1 (IM �1.' SUPPLIED WI (IVII ANTENNA PER PUN OUADPLEXER) III FINISH GRADE I _-._ __.. _ _ _ 111111111111111.-.„. 1"0 GALV.MOUNTING PIPE ` KET III—III N M HILTI%"0 STAINLESS STEEL :` SUPPLIED W/ANTENNA ENNA I _III—IV KWIK BOLTTZW/4'MIN. . io Y EMBEDMENT IN CONCRETE. PIPE CLAMP SECURED TO .III—I I n LARR 25701(SPECIAL CABINET WITH(4)1/4" I —1 I I—I —III—III—III—III—III—III— INSPECTION REQUIRED) MACHINE BOLT III—II'! 111=-111=111=111—=111=-11 1_=111F v= i� i,� ' kill•r �' A DI0000� ISSUED FOR REVEW MOM -{IIS,'III—III—III—II1E111=11IIII – , 'I'• GPS ANTENNA CABLE ���F • REV DATE DESCRIPTION BY: �-IIIIII—IIIIII- — 11=2 • " III-1 I III g• _ = g ' C?OJ.?440- -205 2 MMl i NI p111 = NOTE: ANCHORAGE OCCURS AT EACH CORNER OF THE CABINET • Y • el CABINET ANCHOR DETAIL SCALE 11 N.T.S. (N) H-FRAME MOUNTING [SCALE 1 I N.T.S. 8 GPS MOUNTING SCALE 5 N.T.S. N.T.S. ANTENNA MOUNTING SCALE 2 0 24" V TRENCH y GENERAL CONTRACTOR ERICSSON RRU-11 Q TO REPLACE ASPHALT T.B.D AT TIME OF INSTALLATION y ERICSSON KRY 112 75/1 O a ---------------------- SURFACING TO MATCH UNIVERSAL N UNISTRUT r _i—I i I.r..................R-.-.'.-.' ( ) (TVP) AC AI 1-EIT= EXISTING AND OR SSITE PRO DLE OI UNT ON MI , BANDWIDTH: 25 BODMHz,60 1900MHz E SOD/TOP SOIL MANUFACTURER: ERICSSON ( IT ISAVMXATION OF LAW FOR ANY PERSON. Y -III _------------- --- I— I OR EQUAL) I I, UNLESS TREY ARE ACTNO UNDER THE DIRECTION d MODEL: RRU-11 WEIGHT: 13.5kg(30Ibs) OFA LICENSED PROFESSONAL ENGINEER. —III ___________>I�I- "+ -GALV.PIPE ` TO ALTER THIS DOCUMENT. . =�� CAUTIONARY TAPE -----------+I,y(� DIMENSIONS(HxWxD): 17.8"x 17"x 7.2" oun bill RF CONNECTORS: DIN 7/16 FEMALE 11.7' 2 1 B0o0 IfOM ISSUED FOR: _ COMPACTED BACKFILL WITH WEIGHT: 55 lbs. 0 B I I O z QM I I' -__ _ ____ I SATISFACTORY NATIVE OR .4 O - '- F N I IIIc ~ IMPORTED SOIL TO 95% TOP VIEW g I_ L. - - .`-�I -1.-- - CONSTRUCTION _ ee {1 __-- I-1 I PROCTOR a-- (N)H-FRAME POST(TVP) IIII Q 4 ti OF VIII UNDISTURBED SOIL4fr "O �- r --�1 ,•.r^ eeee i e 7 \ • - -- -- —I COMPACTED SAND BED e / LLO e , - (BEENATE,) _ \ w PROGRESS RIDGE 1=-. \ �1 HH \ _?�� ��E� iSSSSSSs 1 1- 1111111111=11111111=111 4.6' 14.9• 7. _`N I I-.; ./ UI - C I- s55 - %ssss' o T I a s � _ _ 3"PVC SCH.40 CONDUIT _ 4504 SW FERN STREET TIGARD OR 97223 _ - ,.,gs,� , A PGE POWER TOWER 3'PVC SCH.40 CONDUIT -III—I 1 1— I ISI I I—)I I FOR TELCO/FIBER8�s I i FOR POWER I {II— II `d s SS 5 - 3'MIN 6"MIN v { :, '� A -ISOMETRIC VIEW ,` I I '21-:-:':...1..r,.•, rlSHEET TITLE (TVP.) (TVP.) I - .�p NOTES: L 17" L 7.2' �p 1, LEAN CONCRETE RED-COLORED TOP.MAY BE NOTES: /// FRONT VIEW FFF SIDE VIEW L.il ( •I,� \) * I DETAILS J USED IN PLACE OF COMPACTED SAND. 9 - SSS§'TTT I t - I RRU SUPPLIED W/STANDARD 3. RRU CAN ONLY BE PAINTED 2. BURY CONDUITS 36"MINIMUM BELOW FINISHED BRACKET 8 HARDWARE. ON SOLAR SHIELD. ' .I, - _-_. ,._. - .. '-I SHEET NUMBER GRADE. ELEVATION VIEW 2. UNIVERSAL SADDLE MOUNT TO FI 3. ALL PVC SWEEPS TO BE A MINIMUM 36"SWEEPS. BE ORDERED SEPARATELY. R F-i 5 SCALE SCALE SCALE SCALE z POWER / TELCO TRENCH 12 RRU SPECIFICATIONS 9 (N) H-FRAME QUADPLEXER N.T.S. N.T.S. N.T.S. 6 I N.T.S. I PER PLAN r 8'-0'0 C(TVP.) it IS m o at&t x x x x x x x x x OO 19801 SW 72ND AVENUE 111.110111111111_ - - MEINMINIMIONIE x xxxxx xx x / TUALATI ,OR 97062 �_— _ __ _,11111111111111MilltElEIMMOISMO.1 �Afv� 1- x % • Kx % xx �lLI ► •�••��� '•V��• : .I►.��.....s ������ .. .s•.s i4l_.o► .� __ ..--.1 �-.r.- ---------�*:.::: �x• ::, •4.*4::„►:' i-�.��w� �v�. a . x ® II!i.•... .•.•.•.•.•���t•. .t.��II-►��0�������������������������- � i►� � 0�,'�� 00 ���►0 �� O��.�PO000.1� �� � O Ili! 'i :cavil..�•�`��•�•�•���•�•�•�•����� ••�•�•�•���•�•�•�•�•i�i :i ►i�i�i�ii ��i'i'i�i'i�i i�i�i�i�i�i .:•:�i�i�i�i0 •i�i�i�:.:•:.i"�i►i'i'OOi'- © OD•'O� �• —• ► •�•��o�•�•O�•�•�i00�i�•O���II�•O�O•�•Q�•Q�•�•0.�����"--�IIO•iii• �i'��i�iOD� ii :•:•:.:. :c.:•:.:•:�:•:. :•:•:•:•:•:•:• ••ii•• �i'O••• ►4 i► ; –����o���������4 --����������p�i��� • I0�00 •000•• �i ice• �OOOO�►�O•�OOOOi �000000•��0000 Q •�00•- �� �es �•7• ••��������� �•�•�•�•�•�O�•�•�•�•�••�•4�• �•�•�•�•�•�•�•0��•�•�•���•� 'i• ® ��i�i�ii���• ��� ►���� ii iiii� • ..1 ii: 0 II►��.•�•,�I� ��•�•�•'II� ��•�•�•�•��i•��:�•�•�•�•�_ ►o II II.� -��•���•���•i�:•�•�•�•i•�•i �l�►•• ••••i��•••• ••••��►••�•�•�•�•�•�� •�•������A►••• : 12" ,) •�!r r-–—-•----���-—� 1 '�*�"v"" ' - - ;—. –moi��. •�•����•�•�• •�•�•��►•�•�•�•�•�•�•v� �•�••�•�•�•�� ►•�•� •i •.II ►•�•••�•••.o••�•�III II��••Ni ♦� 'II••� (OPTIONAL) ♦ •• ••• •••o•••••••• ♦••••••�••♦ �� •!:II ������������`.���� �•��•ip� ��__►i�i�i' '•iii�0i�i 'i �i�i�i�i�► i •i'i'i0•'Oi�i• •i• i • � a ♦o���• ♦���i0�• ����i�ll:3014 ;.:4;1;• OOOOi��0000 • DOO�OV O'00000�� D000��•••��►������� ..:•:•:•••♦ -•�♦ 1����•�����`����4 ��O�O�i�i�i •�•�•�i- ►i'i'i':'• i'i�i� i ii : 4 � ' ►iii Oi'i'i Ili�i .1M-0"1111-�•�•�'♦'♦�•���•�i�•�•�•�•`�`!� �•�•i0�•�•���•�• ����������� 'I►��i0'�� ���i;00�'Oi�0000•� �•OODOOi OdO0000i, •i�00000� ►ce ©O• ••.: • ��� .IIIA•�•�•�•�•�•�•�•�•�•�•�•���•��I Ii�1��_������i�����i�������i�����l'/�ll�•��• �• �►•���������•�•�•�•�•�••.` III •�•�•�••�� ►���•��•� �••_•�•�•�••f „/..:•••••• ••••••••••••M'� INISHI. --iiiiiiiiiiii iiiiiii ',h _r ..,_ 'X__- ..._ r ._; k. t `].. .. '-` f.._' f t -•.5........:A ._ !l' .1. ®.' :' .!L. 111_1 I I TI=TI==ffl Li III FII _ :-7- I I 111 III__-III I I-111=IIII 11 ,,111_1 i l III 1 - 11111=1 1 I I 1 111=III-1 1= 1 —:1=11 TEEM 1 I—i 1-111-111 I 1 I-111=1 _ I i I—I l I; a § III 11-11 .11111 11 :FF.-11---111E-,11_---I''-E . _1-—111=11 I - '1.-_—_-i 1 11 I--11 I—I 1 11—II—III— ''- —III—III— 11-111 —III—I I —III—I 11 ' I-1�1-1 I IH I :11:—I 11= ' 11 !11 111 ••Li. 1-1 -11=111=111=w- �-_ 111 �I I I_I =III I S I �I - 43 L/4I -1 I 111- ' - - al ®''-111,, •ti:. 1'—, \ ,2• /F /, I.1?IF, / /,12-I. 1 8• . : 8, / A�L 8" I Ir FL 12• 1 Technology Associates EC Inc. SAN DIEGO MARKET OFFICE 5333 MISSION CENTER RD.,STE.220 SAN DIEGO,CA 92108 (858) 300-2346 • • REFERENCE NOTES: GENERAL NOTES: O CORNER,END OR PULL POST 3"NOMINAL 15 GATE POST 4".SCHEDULE 40 PIPE,FOR GATE 1. INSTALL FENCING PER ASTM F-567 A 01/013/2014 ISSUED FOR REVIEW MGM SCHEDULE 40 PIPE. WIDTHS UP THRU 7 FEET OR 14 FEET FOR 2. INSTALL SWING GATES PER ASTM F-900 , • REV DATE DESCRIPTION BY OLINE POST:2 1/2"SCHEDULE 40 PIPE,PER ASTM-F1083. DOUBLE SWING GATE,PER ASTM-F1083. • F" • LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8'-0"O.C. 16 GATE FRAME:1 1/2"PIPE,PER ASTM-F1083. 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. i O3 TOP RAIL&BRACE RAIL: 1 1/2"PIPE,PER ASTM-F1083. 5 17 "MTS"MULTI-LOCKING DEVICE#MT-C6477,(O.F.C.I.) 4. POST&GATE PIPE SIZES ARE INDUSTRY STANDARDS. ° ALL PIPE TO BE 1 1/2"GALV. 4 FABRIC:9 GA CORE WIRE SIZE 2"MESH,CONFORMING TO ASTM-A392. 18 GATE DIAGONAL GALVANIZED STEEL 1 1/2"PIPE. (HOT DIP,ASTM A120 GRADE"A"STEEL). 1 0 TIE WIRE:MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS g DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION ALL GATE FRAMES SHALL BE WELDED. O °`0 A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG IN FIELD PRIOR TO INSTALLATION.(OPTIONAL) ALL WELDING SHALL BE COATED WITH(3)COATS 13 RINGS SPACED MAX.24"INTERVALS. OF COLD GALV.(OR EQUAL). G I 6 TENSION WIRE:9 GA.GALVANIZED STEEL. CO GEOTEXTILE FABRIC 5. ALL OPEN POSTS SHALL HAVE END-CAPS. R 5 A VIOLATOR OF LAW FOR ANY PERSON. 6. USE GALVANIZED HOG-RING WIRE TO MOUNT ALL SIGNS. UNLEss VIOLAREAOf LAW FOR 7 BARBED WIRE: DOUBLE STRAND 12-1/2"O.D.TWISTED WIRE TO MATCH OF A LICENSED PROFESSIONAL ENGINEER. ° ©1 LINE POST:CONCRETE FOUNDATION(2000 PSI) WITH FABRIC 14 GA,4 PT.BARBS SPACED ON APPROXIMATELY 5"CENTERS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. TO ALTER THIS DocUMENr. i ® STRETCHER BAR. 32 CORNER POST:CONCRETE FOUNDATION(2000 PSI) BRUEDFOR: & O9 3/8"DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE ©3 GATE POST:CONCRETE FOUNDATION(2000 PSI) CONSTRUCTION OR DIAGONAL THREADED ROD. CITY OF TIGARD PN02 $ 10 FENCE CORNER POST BRACE:1 5/8"DIA.EACH CORNER EACH WAY- ® INFO SIGN#5(FIELD VERIFY LOCATION) Approved by Planning PROGRESS RIDGE ©5 NOTICE SIGN(FIELD VERIFY LOCATION) 14504 SW FERN STREET 11 1 1/2"MAXIMUM CLEARANCE FROM GRADE. Date: !//--.2-.)- NTIGARD,OR 97223 ; © CAUTION SIGN(FIELD VERIFY LOCATION) 12 2"FINISH OR AS DETERMINED BY CONSTRUCTION Initials: PGE POWER TOWER 1 MANAGER DURING BID WALK. SHEET TITLE GATE FRAME BRACE:1 5/8"DIAMETER. III 13 4"COMPACTED 95%BASE MATERIAL OR AS DETERMINED BY DETAILS o CONSTRUCTION MANAGER DURING BID WALK. i 14 1 FINISH GRADE SHALL BE UNIFORM AND LEVEL. SHEET NUMBER F t RF-1 . 1 = FENCE, GATE, AND COMPOUND CROSS SECTION DETAIL 1