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Plans RECEIVED veri<nwireless APR 1 2014 „sib-, r,,CITYOFTIGAGD _ s EN M. N.M. PLl tz1 'WING DIVISION • ."- GPA �/ I. ARCHITECTS Llc • ♦ ► 2701 NW Vaughn,suite 764 - %OF $'PORTLAND,A4M. . OREGON Portland,OR 97210 Mil 507-274-7800 verI7p, wireIess eo2c., r -007 ,-., 6...,::,viet,, City of Tigard OFO,,`' FOR DARTMOUTH A. . e• Plans � Bye Date _ TIGARD, OR 97223 I k-7 { cRG REVISION OFFICE COPY SITE ADDRESS; T1.0 TITLE SHEET 11744 PACIFIC HIGHWAY T2.0 GENERAL NOTES AND LEGEND APPLICANTS: ARCHITECT: TIGARD, OR 97223 A1.0 OVERALL SITE PLAN VERIZON WIRELESS (VAW) LLC GPA ARCHITECTS, LLC M A1.1 ENLARGED SITE PLAN d/b/d VERIZON WIRELESS 2701 NW VAUGHN, SUITE 764 LIT: 45'2D' 03.17' N 5430 NE 122ND AVE. PORTLAND, OREGON 972W LONG: 122'45' 31.13 W A2.D ELEVATION AND ANTENNA CONFIGURATION PORTLAND, OR 97230 CONTACT: ELLEN KRUSI x229 FQf A3.0 ANTENNA DETAILS AND STRUCTURAL NOTES PHONE: 503-274-7800 GROUND ELEVATION:199' AMSL PROPERTY OWNER: .—cs g .a 0 FE • `i 2380 BISSO LANE, STE A ti JURISDICTION; CONCORD, CA 94520 :.c.1W:.+a D1 CITY OF TIGARD ® `" ZONING: SITE DEVELOPMENT: ri ' o O U� •.w rr.rr.�i Q WT9 URBAN WIRELESS INC. No Date By E. PORTLAND, OREGON T971086 F;le ..• 13-232 r &ahrws m 'ri OCCUPANCY; CONTACT: SHANIN PRUSIA Pterriam* . ® i 52 PHONE: 503-720-7295 D 10/30/13 .54, Q, 3 5 CONSTRUCTION TYPE; CONSTRUCTION MANAGEMENT: Design.., EK 9q I is VERIZON WIRELESS Drown OW VN F a 5j1Q� wcvronsl i AREA CALCULATIONS: PORTLAND12REGOAVENUE 7230 Check,, gNP r` ® CONTACT: JOE AHSING SW L.r r.,.0n S1 Slit INFORMATION Commensal NAPA his,If.Ae (503) 408-3434 PHONE. Park .;� r Auto Parts'4':y„ c t i TOWER SETBACKS N/A `E � r 4. HEIGHT UMITS N/A SHEET INDEX PROJECT TEAM Dote Issued . 1 "ii PROPOSED LEASED AREA: N/A Dote issued for „+t,` _wet Ili ''k'""'' w+r Dieppe Fox REQUIRED SETBACKS: N/A Zoning Permit . SP. Dote issued for TIC '"' Cascade M0B4 V*. = - " Building Perm.- TO WESe :�,, a TITLE SIGNATURE DATE Dote issued „4`r,F for Bid 717 Dote issued t7 fm Construct.- RF ENGINEER Project title POR DARTMOUTH CONSTRUCTION ENGINEER 11744 PACIFIC HIGHWAY N TIGARD, OR 97223 ADA COMPLIANCE; DRIVING DIRECTIONS FROM PORTLAND: 11111, THE FACILITY IS UNSTAFFED AND UNOCCUPIED Mir PROJECT SUMMARY: RE SPECIALIST FROM I—84W TAKE THE 1-5 SOUTH RAMP TO SALEM/BEAVERTON AND TITLE SHEET TRAVEL APPROXIMATELY 8 MILES. TAKE THE OR-99W EXIT. EXIT 294. TO THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION TIGARD/NEWBERG. BEAR RIGHT AT SW PACIFIC HIGHWAY AND TRAVEL OF(6) NEW REPLACEMENT PANEL ANTENNAS, (3) NEW RRU, (2) APPROXIMATELY 1 MILE. SITE IS ON THE LEFT. ACCESS ROAD IS JUST NEW DC SURGE SR SRS, AND(1) NEW HYBRID CABLE PROPERTY OWNER F VERIZON WIRELESS OR AN EXISTING WIRELESS PAST SW DARTMOUTH STREET. FOLLOW ROAD DOWN THE HILL TO THE SITE. EQUIPMENT COMPOUND. VICINITY MAP PROJECT SUMMARY APPROVALS Ti .0 \.---verizziwireless --------- GENERAL NOTES J LEGEND 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY, SYMBOLS • AIL No. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC ir� _____ DETAIL ROOM NAME ROOM NAME ,ings Produced By REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE W� REFERENCE L— ROOM NUMBER V FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR SHEET No. 0'� O HEIGHT NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 0 — BUILDING • A.FF MARKER GPA leo,DRAWINGS. SECTION ARCHITECTS LLC l000.D'l \� FINISH 2701 NW Vaughn,Suite 764 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE } SPOT GRADE Porllend,OR 97210 JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD 503-274-7800 CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE '�' — — WALL SECTION SPOT GRADE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. PROJECT MANAGER.IES ARE TO BE BROUGHT TO THE ATTENTION OF THE 0 EXTERIOR CD DOORER ELEVATION / 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO ® trr WINDOW W a'm rx PROCEED BEFORE STARTING WORK. AO GRID LINE 0 NOTE A, Z 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN eOfMxD ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS O WALL �'QFp�tiVv SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR MATCH LINE TYPE REGULATIONS TAKE PRECEDENCE. 0 EQPUIPMENT TY 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT S---- WORK POINT ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, 0 REVISION ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC © D INTERIOR AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL ELEVATION AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL Fj APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE EQUIPMENT REGULATIONS. 0- UTILITY POLE � FIRE HYDRANT 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY E— POLE GUY WIRE n LIGHT STANDARD RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, MATERIALS ' SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION I I CONCRETE =-__ __� EARTH WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. ® CMU C-.=.--_L J GRAVEL 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS L BRICK r-- --1 SAND THAN 2—A OR 2—A108C WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL [, I GYPSUM WALLBOARD I I PLYWOOD PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. g Q""" 1 BATT INSULATION I _J FINISH WOOD 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR o p o U 1 PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON FITrITT?'-___,-- — RIGID INSULATION I I WOOD (CONT.) M z. SITE. I I WOOD BLOCKING \ I I STEEL 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR L I ALUMINUM r EXIST. STRUCTURE ° O U MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF UNE TYPES No. Dote By ,P, THE WORK. NEW WORK —ss—ss— SANITARY SEWER File no. 13-232 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT DEMOLITION WORK so so— STORM SEWER Date 10/30/13 EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., CENTERLINE FLOOR DRAIN AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED Designed by EX DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER ——n— PROPERTY / LEASE LINE ROOF DRAIN Drawn by DM AND/OR LANDLORD. -� BREAK UNE Checked by EK EXISTING CONTOUR —cos CAS— GAS Approved by S1NP 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND EI10 NEW CONTOUR —w—w— WATER DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT HOT WATER SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY EXIST. CHAINLINK FENCE COLD WATER Dote issued NATURE. EXIST. WOOD FENCE Date issued for —x—x— CHAINLINK FENCE —A—A— ANTENNA CABLE Zoning Permit 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS—BUILT DRAWINGS WITHIN —c—e— GROUND Dote issued for Building Permit • 10 WORKING DAYS OF PROJECT COMPLETION. v c POWER —GEN—GEN— GENERATOR Dote issued —T TELCO E E— ELECT. CONDUIT for B,d — 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL —c—c— CONDUIT Date Is•. SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. —P&T—P&T— POWER & TELCO for Cone, 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. OVERHEAD POWER Project title • OVERHEAD TELCO POR DARTMOUTH 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL OVERHEAD EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF TAX 10 R284105 REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF 11744 PACIFIC HIGHWAY THIS WORK. TIGARD, OR 97223 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. GENERAL NOTES STRUCTURAL NOTES: SEE A3.0 AND LEGEND T2.0 \----:"------- venzw wireless / /, / /-i f • vS g° /-- � GPA LLc �" I 27087 NW Vaughn,Suite 764 / /-e I - Portland,OR 97210 G��P•l -, I SN-2747800 QP /-' CI . ��/-" 1 / PROJECT PARCEL I ADJACENT PARCEL / CVO /-- TAX ID #: 1S136CCO2100 ' TAX ID I: 1S136CD02200 - ��ccc /'- JURISDICTION: CITY OF TIGARD I JURISDICTION: CITY OF TIGARD /-- ZONE: WR I ZONE: WR \ 1 / EXISTING PAVED EXIST. I \ \\ DRIVEWAY BLDG wl z JI P7 q 0 1 `�\ ir I i O O U I 2 M \\off I PAVED C PARKING �� .oA�1, EXIST. I LOT o CV o v ce \ _ BLDG I 0 `�\� I F' D 13-232 '\ i ." 10/30/13 EX 10. 1011 •••••••••••••••01. e;., DNT • VERIZON WIRELESS Approve, SINP C \ �------_--_--------- , PROJECT AREA Mr ■ • - ?/%//////////,••/// •■ `,`N. ' - ij • Date issued • • • Date issued for • `\ I • Zoning Permit • `s\ -' "I' 01 • Dote issued for • 1.1 ■ Building Permit • • I • EXISTING • `\N5� I BUILDING once soo.d • I • p... • N • • • I • � POR DARTMOUTH to .\ 1 ■ J i N 0 .4, 10 TAK Alt 1„GARD.pR2BafORIf97205 21G,wav OVERALL SITE PLAN OVERALL SITE PLAN 11x3<SCALE: ■_ ,6-0• Al .0 \ I I i \\, 1 1 VerI vas wireless 1 1 \ 1 1 1 I I \ I EXISTING ACCESS I GPA I ROADWAY I ARCHITECTS V.ghr4 a ELC 2701 NW%wink sda 764 /WHAM OR 97219 .` 1 503-271-7M I.`\ I gr I i P A'A N. \, 1 /a8410. ss 4a 0i, I EXISTING H-FRAME EXIST. EQUIP. CABINETS EXISTING SECURITY '''.::.' 4 I (OTHER CARRIER) FENCING p I EXISTING VERIZON \�� I FENCING SECURITY H-FRAME o 0 0 4 'N � . 1 NEW (3) RRUS AND SURGE SUPPRESSOR N. ' ' , /- `�,, I (B) EXISTING VERIZON ��. /I WIRELESS PANEL ANTENNAS ,� I- �L TO REMAIN POWER METER ` }';::% :•f• {ti /// I I gi EXIST VERIZON `\ , : 1 c o WIRELESS EQUIPMENT -- jSEL` ,O s ce NEW VERIZON WIRELESS ``N U SURGE SUPPRESSOR - 1 Ho. Dace By Revisions MOUNT 70 LEG NEAREST ` N� File no. 13-232 LTE CABINET •� I Dote WWII NEW CABLE, FOLLOW Designed by 0( EXISTING COAX EXISTING ROUTE w 1 BRIDGE •s 1 Drawn by pR EXIST. EQUIPMENT Checked by 0( CABINETS (OTHER 1 Approved by SUMP CARRIER) a 1 Fe I EXIST. MONOPOLE s.\ a i 1 Dote issued `s\ 1 ate issued I nq Permd ``\ I e issued t,- 1 .,:dnq Fermi. .`\ ;steed AN'°E' I 1eB�==, . se 1 ``\ I POR DARTMOUTH 0 `•\ 1 1 1 N. 1 TAX ID R284105 ` 1 11744 PACIFIC HIGHWAY .\ 1 TIGARD, OR 97223 • 1 N J „ ENLARGED SITE 1' PLAN ENLARGED SITE PLAN 1x174 =;/8• 11 A1 .1 BXA-171063-8CF ■ O REPLACEMENT Verlmpwireless\� EXISTING (6) VERIZON VERIZON WIRELESS PANEL BXA-185085/12CF WIRELESS PANEL 1 ANTENNA TO BE T.:7134 ANTENNAS ��`?� REPLACED c,- ,,/, BXA-70040-8CF BXA-70063-8CF . — \ -•in9s Produced By: {1_1 vU , • L� BXA-70080-8CF BXA-70040-BCF GPA O ARCHITECTS«< \\ lym NW v.,BAx,adr<yr» Port6xd,OR 972W pf1TENNA 5O3-274-7800 . NEW VERIZON WIRELESS (3) • EXISTING ANTENNAS (OTHER EXIST. (6) VERIZON RRU & (1) DC XP2045-OD A t: CARRIERS) WIRELESS PANEL SURGE .. •x ANTENNA TO REMAIN SUPPRESSOR ��(� H. I EXIST. (6) VERIZON "jam,wo.maw Z EXISTING 130' MONOPOLE NTENENA TO EMAIN WC OF I���v (6) EXISTING VERIZON Q AXP19-45-0 WIRELESS PANEL VARIOUS EXISTING ANTENNAS TO REMAIN -BXA-171063 8CF MICROWAVE ANTENNAS I (6) REPLACEMENT 1. BXA-185063/12CF O VERIZON WIRELESS ..:72,2 BXA-70063-8CF ' PANEL ANTENNAS y BXA-70063-8CF N \ \ EXISTING ANTENNA ARRAY AT 90'-0" a� NEW ANTENNA ARRAY AT 90'-0" A NEW VERIZON WIRELESS (3) 22.34 SCALE: 1' — 3/8- RRU & (1) DC ANTENNA PLAN 11x17 SCALE: 1'_ 3/16. 12 SURGE SUPPRESSOR, MOUNTED ON \ T-ARM PS 8 ROUTE OF NEW CABLE TO FOLLOW ■ EXISTING COAX SECTOR QUANTITY MODEL TIP HEIGHT AZIMUTH DIMENSIONS WEIGHT EQUIP. OF COAX C EXISTING CABLE BRIDGE ROUTE ON FACE F OF POLE _ ' 0 0 I =a ALPHA 1 BXA 70040-8CF 94• 80' 94.5 1 x 23.9' x 7.Vd 50 b DIPLEX 1 PER ANT. Date By NEW SURGE rn rn -91. F 13-232 SUPPRESSOR, MOUNT i ALPIIA 1 BXA 70040-8CE 94' 80' 94.61 x 23.9'w x 7.9'd 50 lb 2 PER ANT. 10/30/13 TO CABLE BRIDGE LEG NEAREST LTE CABINET ALPHA 1 XP2045-OD 93' 80' 69.11 x 10.2'w x 4.1'd 18 lb DIPLEX 1 PER ANT. IX Hn t DM' ked ETC WIREXISTING VERIZON ALPHA 1 AXP19-45-0 92' BO' 47.21 x 10.210.21 x 4.1'd 12.5 b RRU SOP ELESS EQUIPMENT I BETA 1 BM 70053-8CF 94' 1807 94.71 x 11.21r x 5.2'd 24 b DIPLEX 1 PER ANT. issued BETA 1 BXA 70063-8CE 94' 160' 94.71 x 11.2'w x 5.2'd 24 lb 2 PER ANT. - issued EXISTING UTILITY EXISTING CHAIN g Permit H-FRAME m - LINK FENCE DIPLEX 1 PER ANT. issued to BETA 1 BXA 185063/12CF 93' 160' 72.51 x 6.1'w x 4.1'd 12.8 lb �n9 Perna issued BETA 1 BXA 171063-BCF 92' 150 48 2'1 x 51'w x 4.1'd 9 2 b aid issued �I[., ,,,,,,,t;-. [I \ \ \ GAMMA 1 BXA 70080-11CF 94' 325' 94.51 x 8.0'w x 5.9'd 7.5 b DIPLEX 1 PER ANT. CUe GAMMA 1 BXA 70063-8CF 94' 325' 94.71 x 11.2'w x 5.2'd 24 lb 2 PER ANT. POR DARTMOUTH GAMMA 1 BXA 185085/12CF 93' 325' 72.51 x 6.1'w x 4.1'd 12.8 lb DIPLEX 1 PER ANT. TAX 1D R284105 GAMMA 1 8XA 171063-8CF 92' 180' 48.21 a 8.1N a 4.1'd 9.2 b RRU 11744 IGA D.PACIFIC 97223 HIGHWAY TOTAL COAX 12 Sheet title . NOTE: TOTAL HYBRID 1 ELEVATION& NEW ANTENNAS AND COAX SHOWN IN BOLD ANTENNA CONFIGURATION SOUTH ELEVATION 11:1745CAL: 133322•_,'-o 11 ANTENNA CONFIGURATION - SMR 04/12/13 11x37 SCALE: ANTS 13 A2.0 GENERAL STRUCTURAL NOTES; \,'' ' 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. Veda°wireless 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERIZON WIRELESS - AND THE ARCHITECT/ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE GPA ARCHITECT/ENGINEER. ARCHITECTS uc 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF 2701 NW Vaughn,State 744 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS 303-2717800 97210 so.1-n4-7sao DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE C" �� LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO �0°"�$ PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE ,1/7r, O��(� PROSECUTION OF THIS WORK. EXIST. ANTENNA ACC OF 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. NEW RRU PIPE PIPE REPLACCE E AS,, T REQ.Q. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. MOUNT ATTACHED TO - SIZE AS REQ. PLATFORM. FOR PANEL 11• ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRY WALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISITNG ANTENNA. I 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: NEW SURGE - SUPPRESSOR NEW AWS ANTENNA A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. V W/ MOUNTING I I II, EXISTING T-ARMS BRACKET e, B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORI5 TO THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. I ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED. TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. EXISTING CABLE SUPPORT, TYP. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE "\,,\ Iii.� WORKMANSHIP PROVISIONS OF THE 2010 OSSC. EXIST. DIPLEXER, 2 PER SECTOR ,1 NEW ANTENNA D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS MOUNTING tril� , BRACKET, TYP. STANDARD STRUCTURAL STEEL NOTES; _ I TOP & BOTTOM 8..., 1• ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123-A123M-02 UNLESS NOTED OTHERWISE. EXISTING ' / 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. COAX CABLE I • � ` 3. ALL WELDING SHALL BE DONE USING E7OXX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES NEW �" COAX JUMPER k V ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. R•` 10" MIN. RADIUS NEW HYBRID N� NEW JUMPER 'r)• 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. ON DRIP LOOP CABLE I 10" MIN. RADIUS N ON DRIP LOOP a 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. \ ~Z v Gi O 6 I UD_ EXISTING PIPE MOUNT. I NEW RRU W/ REPLACE AS REQ. AND I MOUNTING 13-232 LENGTH PER ANTENNA BRACKET TOP & c_• 10/30/13 I ` BOTTOM, TYP. 3 NEW/EXIST. PANEL I NOTE: Deslgne IX ANTENNA VERIFY ANTENNA Drown e. DNT EXISTING MONOPOLE III MOUNTING WITH TOWER Checkee IX STRUCTURAL Approve S►MP Date issued Date issued h Zoning Perm: Date issued f, Building Permd Date issued for Bid Date issued for Construction ect title POR DARTMOUTH TAX ID R284105 11744 PACIFIC HIGHWAY TIGARD. OR 97223 Sheet ■tle ANTENNA DETAILS& STRUCTURAL NOTES Sheet STRUCTURAL NOTES 11x174SCCALE:NTS 11 ANTENNA MOUNTING 22434 5 " ' 12 A3.0