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Plans (57) B Copyright 2016,by Paul J.Ford and Company, • All Rights Reserved.This document and MODIFICATION OF AN EXISTING 87'-6" MONOPOLE the data contained hereln,Is proprietary to Paul J.Ford and Company,issued in strict confidence and shall not,without the .. RO H N #4458 3AE prior written permission of Paul J.Ford and Company,be reproduced,copied or used for any purpose other than the intended use for this specific project. BU #879570; WASHINGTON SQUARE MALL ,, , ! } 9585 SW WASHINGTON SQ RD IUL. 2 7 2016 0 -E TIGARD, OREGON 97223 C-�! lr = ° a>-o e" y WASHINGTON COUNTY Q a • LAT: 45° 27' 10.7"; LONG: -122° 46' 41 .6" -I U REVISIONz APP: 319959 REV. 3; WO: 1242792 d N p z N ic Q N PROJECT CONTACTS THIS PROJECT INCLUDES THE FOLLOWING ITEMS SHEET INDEX I.!piLc. 0 STRUCTURE OWNER: ROTATE EXISTING CONCEALMENT COLLAR MOUNT SHEET NUMBER DESCRIPTION oLLI. CROWN CASTLE INSTALLATION OF NEW CONCEALMENT SHROUDS T-1 TITLE SHEET U 11 N 0. MOD PM:LEE BASSETT AT LEE.BASSETT@CROWNCASTLE.COM TRIM EXISTING CONCEALMENT BULK HEAD S-1 GENERAL NOTES PH: (206)336-2885 PAINT MODIFICATIONS TO MATCH EXISTING POLE S-2 MONOPOLE PROFILE MOD CM:DAVE ZIGLER AT - S-3 CONCEALMENT ELEVATION DE T A!LS DAVE.ZIGLER.CONTRACTOR@CROWNCASTLE.COM S 4 CONCEALMENT BRACKET DETAILS PH: (425)202-0166 2 S-5 MI CHECKLIST 1— < ENGINEER OF RECORD: co PJFMOD@PJFWEB.COM - CITY OP TIGARD 111 J o WIND DESIGN DATA REVIEWED F(13,111,92 COMPLIANCE Q a. g z REFERENCE STANDARD ANSI/TIA-222-G-2-2009 A0 O w 2014 OREGON pp fz f- O LOCAL CODE STRUCTURAL SPECIALTY OTC: / 1 0 0 Z ULTIMATE WIND SPEED(3-SECOND GUST) 1 OODE MPH Permit#. �J�1/! ( —064 O 2 : Q CONVERTED NOMINAL WIND SPEED(3-SECOND 93 MPH Address: dr`� +�!� '�' , `". p - < 0 GUST) ICE THICKNESS 1.00 IN Suite#� Q o ICE WIND SPEED 30 MPH $3: Date: r,�'t 0 CO 0) I SERVICE WIND SPEED 60 MPH A RISK CATEGORY II 0 EXPOSURE CATEGORY C 0 m Kzt 1.o OFFICE COPY 2 SEISMIC DESIGN DATA _ SEISMIC IMPORTANCE FACTOR 1 gcRUCTUR,44 PROJECT No: 37516-0026.004.7700 SS 0.980 vtg.0 PRGpSSDRAWN BY: I.M. Si 0.426 X41;\ IN ,S/OZ DESIGNED BY: T.J.D. SITE CLASS D to� 69 67PE 7r CHECKED BY: B4ti4- SDS 0.724 ' DATE: 6-3-2016 - SDt 0.447 SEISMIC DESIGN CATEGORY D THE ASSOCIATED FAILING SA WO NUMBER FOR THIS PROJECT IS 1200393 •REGON .�{k�,, ,* BASIC SEISMIC FORCE RESISTING SYSTEM CANTILEVER MONOPOLE ATTENTION ALL CONTRACTORS,ANYTIME YOU ACCESS A CROWN SITE �.6_ • 15,�p0� TITLE SHEET - DESIGN BASE SHEAR(KIPS) 3.853 v.%K.KERM FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON ARRIVAL AND R 1.5 g CS 0.217 DEPARTURE,DAILY AT(800)788-7011. EOt'�� Q I SEISMIC ANALYSIS PROCEDURE MODAL ANALYSIS JUN 0 6 701 T-1 ,--,- ad MONOPOLE RETROFIT PROJECT MASTER NOTES DOCUMENT(REV.3,02/05/2015) 5. CAST-IN-PLACE CONCRETE;(NOT REQUIRED) ©I Rights Reserved. bed.This document army, All Rights Reserved.This and 1. GENERAL NOTES 6. EPDXY GROUTED REINFORCING ANCHOR RODS-(NOT REQUIRED) the data contained herein,is proprietary - 1.1. THE MONOPOLE STRUCTURE IN ITS EXISTING CONDITION DOES NOT HAVE THE STRUCTURAL CAPACITY TO CARRYALL OF THE PROPOSED AND EXISTING LOADS FROM THE stricto Paul J.Fed confidence n Cshall no issued to id ATTACHED STRUCTURAL MODIFICATION REPORT AT THE REQUIRED MINIMUM WIND SPEEDS.DO NOT INSTALL ANY NEW LOADS UNTIL THE MONOPOLE REINFORCING 7. TOUCH UP OF GALVANIZING pir ittenperand shall Pat,JwFortthe - n SYSTEM IS COMPLETELY AND SUCCESSFULLY INSTALLED. 7.1. THE CONTRACTOR SHALL TOUCH UP ANY AND ALL AREAS OF GALVANIZING ON THE EXISTING STRUCTURE OR NEW COMPONENTS THAT ARE DAMAGED OR ABRADED prior be reproduced, of Paul o Tedd 1.2. THESE DRAWINGS WERE PREPARED FROM INFORMATION PROVIDED BY CROWN CASTLE.THE INFORMATION PROVIDED HAS NOT BEEN FIELD VERIFIED BY THE ENGINEER DURING CONSTRUCTION.GALVANIZED SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS ANY AND ALL ABRASIONS,CUTS,FIELD and Company,rp reproheced,cthied or 1 OF RECORD(EOR)FOR ACCURACY AND THEREFORE DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHOULD BE ANTICIPATED.IT IS THE DRILLING,AND ALL FIELD WELDING SHALL BE TOUCHED UP WITH TWO(2)COATS OF ZRC COLD GALVANIZING COMPOUND.FILM THICKNESS PER COAT SHALL BE:WET 3.0 used for any purpose other than the CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT DRAWINGS MILS;DRY 1.5 MILS.APPLY PER ZRC(MANUFACTURER)RECOMMENDED PROCEDURES.CONTACT ZRC AT 1-800-831-3275 FOR PRODUCT INFORMATION. intended use for this specific project. ii AND THEIR FIELD VERIFIED CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY AND ALL 7.2. CONTRACTOR SHALL CLEAN AND PREPARE ALL FIELD WELDS ON GALVANIZED AND PRIME PAINTED SURFACES FOR TOUCH-UP COATING IN ACCORDANCE WITH AWS D1.1. DISCREPANCIES TO THE EOR AND CROWN CASTLE BEFORE PROCEEDING WITH THE WORK. CROWN CASTLE'S TESTING AGENCY SHALL VERIFY THE PREPARED SURFACE PRIOR TO APPLICATION OF THE TOUCH-UP COATING. Ili ap 1.3. IF MATERIALS,QUANTITIES,STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES,THE BETTER QUALITY 7.3. CROWN CASTLE'S TESTING AGENCY SHALL TEST AND VERIFY THE COATING THICKNESS AFTER THE CONTRACTOR HAS APPLIED THE ZRC COLD GALVANIZING COMPOUND 0 II) E Lo 1 AND/OR GREATER QUANTITY,STRENGTH OR SIZE INDICATED,SPECIFIED OR NOTED SHALL BE PROVIDED. AND IT HAS SUFFICIENTLY DRIED.AREAS FOUND TO BE ADEQUATELY COATED,SHALL BE RE-COATED BY THE CONTRACTOR AND RE-TESTED BY THE TESTING AGENCY. c' 8 J co 1 IA. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE INSTALLATION OF THE REINFORCING REPAIR SYSTEM HAS BEEN SUCCESSFULLY Lt v-E (� COMPLETED.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF THE MONOPOLE AND ITS COMPONENT PARTS DURING FIELD 8. HOT-DIP GALVANIZING O>-=_° r MODIFICATIONS.THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF WHATEVER TEMPORARY BRACING,GUYS OR TIE DOWNS THAT MAY BE NECESSARY.SUCH 8.1. HOT-DIP GALVANIZE ALL STRUCTURAL STEEL MEMBERS AND ALL STEEL ACCESSORIES,BOLTS,WASHERS,ETC.PER ASTM A123 OR PER ASTM A153,AS APPROPRIATE. 0 ♦^ re MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 8.2. PROPERLY PREPARE STEEL ITEMS FOR GALVANIZING.DRILL OR PUNCH WEEP AND/OR DRAINAGE HOLES WITH EOR APPROVAL OF LOCATIONS. LL Z •a V J W 1.5. ALL CONSTRUCTION MEANS AND METHODS;INCLUDING BUT NOT LIMITED TO,ERECTION PLANS,RIGGING PLANS,CLIMBING PLANS AND RESCUE PLANS SHALL BE THE 8.3. ALL GALVANIZING SHALL BE DONE AFTER FABRICATION IS COMPLETED AND PRIOR TO FIELD INSTALLATION. •<E /� 0 RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA-1019(LATEST EDITION), '0_ \` Q i OSHA AND GENERAL INDUSTRY STANDARDS.ALL RIGGING PLANS SHALL ADHERE TO ANSIITIA-1019(LATEST EDITION)INCLUDING THE REQUIRED INVOLVEMENT OF A 9. PERPETUAL INSPECTION AND MAINTENANCE BY THE OWNER ' f , _ QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. 9.1. AFTER THE CONTRACTOR HAS SUCCESSFULLY COMPLETED THE INSTALLATION OF THE MONOPOLE REINFORCING SYSTEM AND THE WORK HAS BEEN ACCEPTED BY .I V o r 1.6. PROCEDURES.ANY SUPPORT SERVICES PERFORMED BYOBSERVATION VISITS TO THE SITE BY CROWN CASTLE DTHE EOR DURING CONSTRUCTION ARE SOLELY FOR THE PURPO/OR THE EOR SHALL NOT INCLUDE INSPECTIONS OF THE SE OF ATIVE CHIEVING GENESURES OR RAL CONFORE CMANCE WITH 9.2. ANY FIELD WELDED CTION CROWN CASTLE, ONNECTIONS NECTIONS ARE UBJECWN CASTLE WILL BE TT TO CORROSION DAMAGE AND DETERIORATION NSIBLE FOR THE LONG TERM AND PERPETUAL IIF THEY ARE NOT ROPESPECTION AND MAINTENANCE MA NTAINED AND COVERED WITH SYSTEM. 'O O Z 1 THE CONTRACT DOCUMENTS.THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CORROSION PREVENTIVE COATING SUCH AS THE ZRC GALVANIZING COMPOUND SPECIFIED PREVIOUSLY.THE STRUCTURAL LOAD CARRYING CAPACITY-OF THE 4 V r` Z 1.7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT REINFORCED POLE SYSTEM IS DEPENDENT UPON THE INSTALLED SIZE AND QUALITY,MAINTAINED SOUND CONDITION AND STRENGTH OF THESE FIELD WELDED d asr`,8. I( I DOCUMENTS.ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY CROWN CASTLE AND EOR PRIOR TO INSTALLATION.THE CONNECTIONS.ANY CORROSION OF,DAMAGE TO,FATIGUE,FRACTURE,AND/OR DETERIORATION OF THESE WELDS AND/OR THE EXISTING GALVANIZED STEEL POLE yr CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT BEING SUBSTITUTED. STRUCTURE AND THE WELDED COMPONENTS WILL RESULT IN THE LOSS OF STRUCTURAL LOAD CARRYING CAPACITY AND MAY LEAD TO FAILURE OF THE STRUCTURAL :2° N Q�Q 1.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING,AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. SYSTEM.THEREFORE,IT IS IMPERATIVE THAT CROWN CASTLE REGULARLY INSPECTS,MAINTAINS,AND REPAIRS AS NECESSARY,ALL OF THESE WELDS,CONNECTIONS, Ilk O WTHE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL,STATE,AND FEDERAL SAFETY CODES AND COMPONENTS FOR THE LIFE OF THE STRUCTURE. �D N '%, AND REGULATIONS GOVERNING THIS WORK AS WELL AS CROWN CASTLE SAFETY GUIDELINES. 9.3. CROWN CASTLE SHALL REFER TO ANSUTIA-222 G-2-2009,SECTION 14 AND ANNEX J FOR RECOMMENDATIONS FOR MAINTENANCE AND INSPECTION.THE FREQUENCY OFw t $ 1.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING AND NEW COAXIAL CABLES AND OTHER EQUIPMENT DURING CONSTRUCTION. THE INSPECTION AND MAINTENANCE INTERVALS IS TO BE DETERMINED BY CROWN CASTLE BASED UPON ACTUAL SITE AND ENVIRONMENTAL CONDITIONS.THE EOR W Luo LL N o 1.10. ANY EXISTING ATTACHMENTS AND/OR PROJECTIONS ON THE POLE THAT MAY INTERFERE WITH THE INSTALLATION OF THE REINFORCING SYSTEM WILL HAVE TO BE RECOMMENDS THAT A COMPLETE AND THOROUGH INSPECTION OF THE ENTIRE REINFORCED MONOPOLE STRUCTURAL SYSTEM BE PERFORMED YEARLY AND/ORAS C.4 0- C1 oto REMOVED AND RELOCATED,REPLACED,OR RE-INSTALLED AS REQUIRED AFTER THE REINFORCING IS SUCCESSFULLY COMPLETED.THE CONTRACTOR SHALL IDENTIFY FREQUENTLY AS CONDITIONS WARRANT.ACCORDING TO ANSIRIA-222-G-2-2009 SECTION 14.2:'IT IS RECCMMENDED THAT THE STRUCTr,rRE qF);SPEC.T ED AFTER SEVERE AND COORDINATE THESE ITEMS PRIOR TO CONSTRUCTION WITH CROWN CASTLE,TESTING AGENCY,AND EOR. WIND AND/OR ICE STORMS OR OTHER EXTREME LOADING CONDITIONS". V `�I c-,-4a • 1.11. ANY AND ALL EXISTING PLATFORMS THAT ARE LOCATED IN AREAS OF THE POLE SHAFT WHERE SHAFT REINFORCING MUST BE APPLIED SHALL BE TEMPORARILY REMOVED OR OTHERWISE SUPPORTED TO PERMIT NEW CONTINUOUS REINFORCEMENT TO BE ATTACHED.AFTER THE CONTRACTOR HAS SUCCESSFULLY INSTALLED THE MONOPOLE REINFORCEMENT SYSTEM,THE CONTRACTOR SHALL RE-INSTALL THE PLATFORMS. 1.12. THE CLIMBING FACILITIES,SAFETY CLIMB AND ALL PARTS THEREOF SHALL NOT BE IMPEDED,MODIFIED OR ALTERED WITHOUT THE EXPRESS APPROVAL OF THE EOR. 1.13. FOR STANDARD CROWN PARTS SEE THE MOST RECENT VERSION OF THE"CCI APPROVED REINFORCEMENT COMPONENTS"CATALOG. 1.14. ALL SOLUTIONS FOR THE REPLACEMENT,RELOCATION OR MODIFICATION OF THE SAFETY CLIMB AND/OR ANY OF THE MONOPOLE CLIMBING FACILITIES SHALL BE COORDINATED WITH TUF-TUG PRODUCTS.CONTACT DETAILS: 7 J 3434 ENCRETE LANE,MORAINE,OHIO 45439 L PHONE:937-299-1213 EMAIL:TUFTUG@AOLCOM CO - 2. STRUCTURAL STEEL v, 2.1. STRUCTURAL STEEL MATERIALS,FABRICATION,DETAILING,AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING REFERENCE STANDARDS: W r 2.1.1. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC): W J Q 2.1.1.1. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," 3- 2.1.1.2. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTS,"AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. Z O z 2.1.1.3. "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" CI 2.1.2. BY THE AMERICAN WELDING SOCIETY(AWS): QZ Q 2 .1.2.1. °STRUCTURAL WELDING CODE-STEEL 01.1 2.12.2. °STANDARD SYMBOLS FOR WELDING,BRAZING,AND NONDESTRUCTIVE EXAMINATION" O o w 2.2. ALL STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ACCORDING TO THE REQUIREMENTS OF THE AISC'SPECIFICATION FOR 1z I— 0' STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTS',DEC.31,2009. O"L O 0 0 2.3. ANY MATERIAL OR WORKMANSHIP WHICH IS OBSERVED TO BE DEFECTIVE OR INCONSISTENT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED,MODIFIED,OR • REPLACED AT THE CONTRACTOR'S EXPENSE. Z x Q 2.4. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY,AWS D1.1.ALL WELD ELECTRODES SHALL BE E80XX UNLESS NOTED OTHERWISE ON THE DRAWINGS. ,ct 0 2.5. ALL WELDED CONNECTIONS SHALL BE MADE BY WELDERS CERTIFIED BY AWS.CONTRACTOR SHALL SUBMIT WELDERS'CERTIFICATION AND QUALIFICATION4 — DOCUMENTATION TO CROWN CASTLE'S TESTING AGENCY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. F- I I- 2.6. STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A572 GRADE 65(FY=65 KSI MIN.)UNLESS NOTED OTHERWISE ON THE DRAWINGS. Q O 2.7. SURFACES OF EXISTING STEEL SHALL BE PREPARED AS REQUIRED FOR FIELD WELDING PERAWS.SEE SECTION I NOTES REGARDING TOUCH UP OF GALVANIZED r 1 SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS FIELD WELDING. `JCO Lc) 2.8. NO WELDING SHALL BE DONE TO THE EXISTING STRUCTURE WITHOUT THE PRIOR APPROVAL AND SUPERVISION OF THE TESTING AGENCY. • 2.9. FIELD CUTTING OF STEEL: O Op 2.9.1. IMPORTANT CUTTING AND WELDING SAFETY GUIDELINES:THE CONTRACTOR SHALL FOLLOW ALL CROWN CASTLE CUTTING,WELDING,FIRE PREVENTION AND SAFETYIt • GUIDELINES.PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT CROWN CASTLE GUIDELINES.PER THE 12-01-2005 CROWN CASTLE DIRECTIVE:"ALL CUTTING AND WELDING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH CROWN CASTLE POLICY'CUTTING AND WELDING SAFETY O m PLAN'(DOC 1/ENG-PLN-10015)ON AN ONGOING BASIS THROUGHOUT THE ENTIRE LIFE OF THE PROJECT'.ANY DAMAGE TO THE COAX CABLES,AND/OR OTHER C EQUIPMENT AND/OR THE STRUCTURE,RESULTING FROM THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.THE C • INSPECTION/TESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY. 2.9.2. ALL REQUIRED CUTS SHALL BE CUT WITHIN THE DIMENSIONS SHOWN ON THE DRAWINGS.NO CUTS SHALL EXTEND BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN ,I ON THE DRAWINGS.ALL CUT EDGES SHALL BE GROUND SMOOTH AND DE-BURRED.CUT EDGES THAT ARE TO BE FIELD WELDED SHALL BE PREPARED FOR FIELD _ WELDING PERAWS D1.1 AND AS SHOWI1/ ?THE DRAWINGS.CONTRACTOR TO AVOID 90 DEGREE CORNERS.IT MAY BE NECESSARY TO DRILL STARTER HOLES AS REQUIRED TO MAKE THE CUTS. ��G PR Olt$ PROJECT No: 37516-0026,004.7700 3. BASE PLATE GROUT-(NOT REQUIRED) `y.(� c 4I DRAWN BY: I.M. 4. FOUNDATION WORK-(NOT REQUIRED) <V I, DESIGNED BY: T.J.D. • 89'567f G f CHECKED BY: 15leAf-- ,a,, DATE: 6-3-2016 10' OREGON ,M •V 'N� 18,A �'/gNKMpc) GENERAL NOTES Expires: oCo,(3eri/7 n - JUN 0 6 20W S-1 , . ©Copyright 2016,by Paul J.Ford and Company, SHAFT SECTION DATA JI Rights Reserved.This document and 67'-6" SECTION PLATE LAP DIAMETER ACROSS FLATS POLE the data contained herein,is proprietary TOP PLATE I SHAFT LENGTH THICKNESS SPLICE (IN) GRADE POLE to Paul J.Ford and Company,issued in SECTION SHAPE strict confidence and shall not,without the -0" (FT) (IN) (IN) @ TOP @ BOTTOM (ksl) prior written permission of Paul J.Ford CR ANTENNA 1 12.50 0.3000 3.500 3.500 35 ROUND and Company,be reproduced,copied or used for any purpose other than the f 2 35,00 0.3750 30.000 30.000 52 ROUND Intended use for this specific project. — — 3 40.00 0.3750 30.000 30.000 52 ROUND I I NOTE:DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES W II Q LO E N _J " 5'-0"TOP OF I I N0D 7 BASE POLE 2 0 MODIFICATIONS: IX d P_ 1 >-.2 o Q 73'-3" OA INSTALL NEW CONCEALMENT SPINE AND BULKHEAD MOUNTS.SEE SHEETS S-3 TO S-4. 0 0-5 co f lfiL z2; n v J W 0 ROTATE EXISTING BULKHEAD TO FIT PROPOSED ANTENNAS.SEE SHEET S-0. •Q Z E- ' ` Q 69'-0" © TRIM EXISTING BULKHEAD TO FIT PROPOSED ANTENNAS,SEE SHEET S�. v = CIL ANTENNA mai LJ OD PAINT MODIFICATIONS TO MATCH EXISTING POLE. D 0 8 O ce aV,ti z 1. CONTRACTOR ALL J. CANY THE li.d ri N : .,...u., FABRICATION DRAWINGS FORSENDPAUL APPROVALFORD PRIOR& OMP TO • CIL ANTENNA 00 MANUFACTURING.SHm O Wco n/ • EL1 �L L.L `> CVO.. C i) La u> ( 56'-3" v N o. 00 51'-3" (.9nn V Z J r CO m W 40'-0" >< w ° Q z0az < Oow Ouzo Z ct . � a Q zip 0 <F 0 co 16 u_ ti co0 O m a257 PROR4p PROJECT No: 37516-0026.004.7700 ���� < c r; • Ss/O DRAWN BY: I.M. � T DESIGNED BY: T.J.D. ,,_401 �� 89 67PE r CHECKED BY: S.KV-- DATE: 5-3-2016 0" iA..-EGON ti{ ~a`* 04) r• 18,I.- 4e. MONOPOLE NK"KERMA PROFILE POLE ELEVATION 11 Expires:bG„/ �f/7 S-21 JUN o6701 S'2 6 Copyright 2016,by Paul J.Ford and Company, All Rights Reserved.This document and the data contained herein,is proprietary to Paul J.Ford and Company,issued in - i strict confidence and shall not,without the prior written permission of Paul J.Ford and Company,be reproduced,copied or used for any purpose other than the intended use for this specific project. 0°REF. W .. Lo E I0 'I /�/��/ N U J iii V'O NOTE:TME'S NOT SHOWN FOR CLARITY '°° O ~ O� C re 1 /� NEW CONCEALMENT / Z n iii 73'-3" SHROUD(ROUND) ( 'a._ • Z a ` o 4 /` ' .,2-8 O / DOS 0 aU °,. Z 1 d.o "'2f 0 r. N O N sg'-o" m SN. ANTENNA w EXISTING CONCEALMENT Lr)a r ' N (TO REMAIN IN PLACE) Z/7:::/: V N a EXISTING BASE POLE 0 ANTENNA NOTE:ANTENNA AZIMUTHS HAVE / AV E BEEN PROVIDED BY CROWNCASTLE.(TYP) V EXISTING BASE POLE 90 7 SECTION w (PROPOSED ANTENNA FIT) X W Q LL.IJ � f DGz � 0ow w II so'o" I ® � z ~7O kj CILANTENNA O Z � :ZC �AntennaO _ Q Antenna Model QUANTITY Centerline Height,in Depth,in Width,in Coax Model QUANTITY Elevation,ft Nominal Actual Ixill Elevation,ft Diameter,in Diameter,in RRH4X25-WCS 3 34.7 11.3 13.2 CR 50 1070(7/8) 6 7/8 1.17 Q 56'-3" RV4PX310R V2 3 69 99.7 8.2 13.7 FB-L98-002-XXX(3/8") 1 69 3/8 0.3937 ! ; N- TOP OF NEW DC6-4&60-18-SF 2 31.25 11 11 WR-VG86ST-BRD(3/4") 2 3/4 0.795 (_J 00 CONCEALMENT I RRH2x40-AWS-2100 3 24.4 6.7 10.63 FB-L98B-035 XXX(1/4") 1 1/4 0.276 LL r- ® RV4PX310R V2 3 60 99.7 8.2 13.7 FB-L98-002-XXX(3M") 1 60 3/8 0.3937 00 7T19-086P111 001 3 9.9 5.4 6.7 WR VG82ST-B RDA(5/8) 2 5/8 0.645 Q NEW ANTENNA CONCEALMENT DIAMETER NOT RRH2x60-850 3 54 18.9 9 11.5 CR 501070(7/8) 6 7/8 1.17 O m TO EXCEED 78"e.COLOR OF CONCEALMENTS NOTE:ALL ANTENNA DIMENSIONS HAVE BEEN PROVIDED BY CROWN CASTLE. All coax was assumed internal to the monopole and to exit out an existing port. SHALL MATCH EXISTING CONCEALMENTS. CONTRACTOR TO COMPLETE SITE VISIT TO CONFIRM COLOR OF EXISTING POLE PRIOR TO FABRICATION AND INSTALLATION AND PROVIDE COLOR SAMPLES TO CROWN CASTLE FOR 1 f.OCT('A I4 51'-3" REVIEW AND APPROVAL. ID g CONCCEALMENTN I `014" PI- ,)9so PROJECT No: 37516-0026.004.7700 BOTTOM OF • 9 DRAWN BY: I.M. _65° 89567PE r DESIGNED BY: T.J.D. CHECKED BY: t► 6' GON M DATE: 6.3-2016 \� 4�PF'Of, 18,1MO�t. CONCEALMENT K.Kok ELEVATION a PARTIAL ELEVATION (1) DETAILS JUN 0 6 nu S-3 I• 0°REF 0°REF ©Copyright 2018,by Paul J.Ford and Company, All Rights Reserved.This document and the data contained herein,Is proprietary EXISTING CONCEALMENT SHROUD to Paul J.Ford and Company,issued in ` priorct confidence and shall f not,wJ. ut Ford CONTRACTOR TO VERIFY ;�� prior written permission of Paul J.Ford . 1111111 /\\,,,, f�. 5/8"e THREADED ROD NEW 518"D BOLT and Company,be reproduced,copied or AZIMITHS OF THE NEW ANTENNAS PRIOR TO FOR VALMONT RING TIGHTEN TO SNUG used for any purpose other than the / MOUNT(TYP.) TIGHT CONDITION(TYP.) / intended use for this specific project. ROTATING THE EXISTING 4 i Ili c, 11\-\,/,4011. COLLAR FOR ANTENNA �� NEW CONCEALMENT 0CLEARANCE SHROUD(ROUND) mo. © _ , o2N U,fie �� � ® 1I!! .! - .- \. —r-- 0>-6 IY II 4 ® ® I It � Na:, u"Z= zza \\IV O. ) _III' _ _ _ _ _ _ _ _ _ _ _ _ '% •<„. a._ . < Z ,... ,._. / AV T'D l'''ilt UU EXISTING BASE POLE �. e.0 'Q p i SHAFT NEW BOLTED0'O IT z o BRACKET BB1 Vii, Z ai)111111110", NEW ANTENNA SEE NEW BOLTED ;', 06 ca Q SHEET S-3. BRACKET BB2 NNEXISTING BASE POLE . Ull p ( ) 0EXISTING BULKHEAD TO BE TRIMMED TO SHAFT ,/ mc , tOiNEW CONCEALMENT SHROUD DIAMETER w m I,.`BUSTING BULKHEAD NOT TO EXCEED 78"e.COLOR OF o oALLOW CLEAR N E LL.MAX N2" N coCLEARANCE ALL AROUND. CONCEALMENT SHALL MATCH EXISTING ALIGN NEW CONCEALMENT COLLAREN 4. v N a POLE.CONTRACTOR TO COMPLETE SITE WITH EXISTING BULKHEAD COLLAR. VISIT TO CONFIRM COLOR OF EXISTING CONTRACTOR SHALL VERIFY THE NEW VALMONT RING POLE PRIOR TO FABRICATION AND AZIMITHS OF THE PROPOSED MOUNT(PART#LWRM) SECTION 1 INSTALLATION SECTION 2 ANTENNAS DETAIL ( !2 (MOUNT ARM BRACKET) J(MOUNT ARM BRACKET) S-4 S-4 NEW BENT PLATE SHALL CG 0 31/2" lu, BENT TO MATCH INSIDE RADIUS Z J 4' N (TYP.) o OF NEW CONCEALMENT SHROUD —1 P•) 0 W x I—(Y o m _ P. co m. N = J ill 1— a a NUMMI \/ W ( l , rn W J Q zOOz co aOow O0zo a 0 z = ft LL �r'� O coQ to t/ NEW 5/8"0 BOLT CO TIGHTEN TO SNUG Y CONTRACTOR TO FIELD }— TIGHT CONDITION(TYP.) N T DRILL 3J4"o HOLES <0 CO Lp NEW VALMONT RING MOUNT(PART#LWRM) 0) o 0a OW ,Mitir AA! 0 mi l- I 3/4"e HOLE f O CO Alb 1"MIN.I I _.I 1'MIN. (TYP.) 'i�' iiYiiiIii ( — PEO Fp NEW CONCEALMENT / ' I • �(rf. c �`r/O SHROUD(ROUND) • �� •i A /► �d� • 1.• PROJECT No: 37516-0026.004.7700 NEW BOLTED G. �r NEW BOLTED BRACKET BB1 i/////// •i r>7• 0 89567PE_ ` DRAWN BY: I.M. BRACKET BB2 EXISTING BASE POLE — 3/8 , 4 SHAFT a N DESIGNED BY: T.J.D. SECTION o (}/� i — 't dt_OREGON CHECKED BY: � � S-^ / OA - Y t 3/8 V 4 vV i 8'l•-• eo DATE: 6-3-2016 3/4"e HOLE I y HSS212 x 21/2 x 1/4 1P/4,, K• t 0 (TY HSS3x3x3/16 P,)_/ _ r O ' TYP. Expbes: ®Col3e►�(7 3/4"o HOLE � # BRACKET DETAILS (TYP.) o BOLTED BRACKET MK—BB1 BOLTED BRACKET MK—BB2 JUN 0 6 201r, _ co (6 REQUIRED)(TUBE Fy=46 KSI)(PLATE Fy=50 KSI) (6 REQUIRED)(TUBE Fy=46 KSI)(PLATE Fy=50 KSI) S 4 2 m MODIFICATION INSPECTION NOTES: 9. INSPECTION AND TESTING ®Copyright 2016,by Paul J.Fad and Company, 9.1. ALL WORK SHALL BE SUBJECT TO REVIEW AND OBSERVATION BY CROWN CASTLES REPRESENTATIVE AND CROWN All Rights Reserved.This document and - 1. GENERAL CASTLES AUTHORIZED INDEPENDENT INSPECTION AND TESTING AGENCY. MI CHECKLIST the data contained herein,is proprietary 1.1. THE MODIFICATION INSPECTION(MI)IS AVISUAL INSPECTION OF TOWER MODIFICATIONS AND A REVIEW OF 92. INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS ARE STILL REQUIRED WHEN THE EOR PERFORMS to Paul J.Ford and Company,Issued in t CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN SUPPORT SERVICES DURING CONSTRUCTION. CONSTRUCTION/INSTALLATION INSPECTIONS REPORT ITEM strict confidence and shall not,without the ACCORDANCE WITH THE CONTRACT DOCUMENTS,NAMELY THE MODIFICATION DRAWINGS,AS DESIGNED BY THE EOR. 9.3. OBSERVED DISCREPANCIES BETWEEN THE WORK AND THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE AND TESTING REQUIRED(COMPLETED BY EOR) and Company, y,be of Paul J.Ford 1.2. THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOTA REVIEW OF THE CONTRACTOR AT NO ADDITIONAL COST. and Company,be reproduced,copied or MODIFICATION DESIGN ITSELF,NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN. 9.4. AN INDEPENDENT QUALIFIED INSPECTION/TESTING AGENCY SHALL BE SELECTED,RETAINED AND PAID FOR BY PRE-CONSTRUCTION used for any purpose other than the OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE EOR CROWN CASTLE FOR THE SOLE PURPOSE OF INSPECTING,TESTING,DOC(JMENTING,AND APPROVING ALL WELDING X MI CHECKLIST DRAWINGS intended use for this specific project. AT ALL TIMES. AND FIELD WORK PERFORMED BY THE CONTRACTOR. - 1.3. ALL MI'S SHALL BE CONDUCTED BY A CROWN CASTLE ENGINEERING VENDOR(AEV)OR ENGINEERING SERVICE 9.4.1. ACCESS TO ANY PLACE WHERE WORK IS BEING DONE SHALL BE PERMITTED AT ALL TIMES. X EOR REVIEW VENDOR(AESV)THAT IS APPROVED TO PERFORM ELEVATED WORK FOR CROWN CASTLE. 9.4.2. THE INSPECTION AGENCY SHALL SO SCHEDULE THIS WORK AS TO CAUSEA MINIMUM OF INTERRUPTION TO,AND X FABRICATION INSPECTION E c 1.4, TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET,IT IS VITAL THAT THE GENERAL CONTRACTOR(GC)AND COORDINATE WITH,THE WORK IN PROGRESS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE X FABRICATOR CERTIFIED WELD INSPECTION 0 u M m THE MI INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED.IT IS EXPECTED WORK SCHEDULE WITH THE TESTING AGENCY.THE CONTRACTOR SHALL ALLOW FOR ADEQUATE TIME AND W THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY.IF CONTACT INFORMATION IS NOT ACCESS FOR THE TESTING AGENCY TO PERFORM THEIR DUTIES. X MATERIAL TEST REPORT(MTR) -4'a KNOWN,CONTACT YOUR CROWN CASTLE POINT OF CONTACT(POC). 9.5. THE INSPECTION AND TESTING AGENCY SHALL BE RESPONSIBLE TO PERFORM THE FOLLOWING SERVICES AND 0}-_�.- i1.5. REFER TO ENG-SOW-10007:MODIFICATION INSPECTION SOW FOR FURTHER DETAILS AND REQUIREMENTS. INSPECT THE FOLLOWING ITEMS IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS.THE TESTING AGENCY NA FABRICATOR NDE INSPECTION O'� (Y SHALL INSPECT ITEMS ON THIS LIST AND OTHER ITEMS AS NECESSARY TO FULFILL THEIR RESPONSIBILITY.THE • NA NDE REPORT OF MONOPOLE BASE PLATE(AS REQUIRED) Z 9 , Cl)CJ) Q 2. MI INSPECTOR TESTING AGENCY SHALL UTILIZE EXPERIENCED,TRAINED INSPECTORS INCLUDING AWS CERTIFIED WELDING •Q 2.1. THE MI INSPECTOR IS REQUIRED TO CONTACT THE CO AS SOON AS RECEIVING A PO FOR THE MI TO,AT A MINIMUM: INSPECTORS(CWI).INSPECTORS SHALL HAVE THE TRAINING,CREDENTIALS,AND EXPERIENCE APPROPRIATE FOR X PACKING SLIPS ' = 3 Q 2.1.1. REVIEW THE REQUIREMENTS OF THE MI CHECKLIST. AND COMMENSURATE WITH THE SCOPE AND TYPE OF INSPECTION WORK TO BE PERFORMED. ADDITIONAL TESTING AND INSPECTIONS: _ o .I U $$$ U 2.1.2. WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING FOUNDATION 9.6. GENERAL U INSPECTIONS. 9.6.1. PERFORM PERIODIC ON-SITE OBSERVATION,INSPECTION,VERIFICATION,AND TESTING DURING THE TIME THE D 0 o fe 2.1.3. THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GC INSPECTION AND TEST REPORTS,REVIEWING THE CONTRACTOR IS WORKING ON-SITE.AGENCY SHALL NOTIFY CROWN CASTLE AND THE EOR IMMEDIATELY WHEN CONSTRUCTION a UT) z DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS,CONDUCTING THE IN-FIELD INSPECTIONS,AND FIELD PROBLEMS OR DISCREPANCIES OCCUR. X CONSTRUCTION INSPECTIONS n m SUBMITTING THE MI REPORT TO CROWN CASTLE. 9.7. FOUNDATIONS AND SOIL PREPARATION-(NOT REQUIRED) A.Or cc) 9.8. CONCRETE TESTING PER ACI-(NOT REQUIRED) NA FOUNDATION INSPECTIONS N ce 3. GENERAL CONTRACTOR 9.9. STRUCTURAL STEEL NA CONCRETE COMP.STRENGTH AND SLUMP TESTS QQ 3.1. THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEIVING A PO FOR THE MODIFICATION 9.9.1. CHECK STEEL ON THE JOB WITH THE PLANS. o v O W n INSTALLATION OR TURNKEY PROJECT TO,ATA MINIMUM: 9.9.2. CHECK MILL CERTIFICATIONS.CALL FOR LABORATORY TEST REPORTS WHEN MILL CERTIFICATION IS IN NA POST INSTALLED ANCHOR ROD VERIFICATION m D cn d, 3.1.1. REVIEW THE REQUIREMENTS OF THE MI CHECKLIST. QUESTION. 3.1.2. WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING 9.9.3. CHECK GRADE OF STEEL MEMBERS,AND BOLTS FOR CONFORMANCE WITH DRAWINGS. NA BASE PLATE GROUT VERIFICATION wo a f!j FOUNDATION INSPECTIONS. 9.9.4. INSPECT ALL STRUCTURAL BOLTS SHALL BE HELD INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC NA CONTRACTOR'S CERTIFIED WELD INSPECTION c"a a / , to - 3.1.3. BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS. 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS',DEC.31,2009. EARTHWORK PROVIDE PHOTO DOCUMENTATION OF EXCAVATION v N a. 3.1.4. THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE 9.9.5. INSPECT STEEL MEMBERS FOR DISTORTION,EXCESSIVE RUST,FLAWS AND BURNED HOLES. NAQUALITY AND COMPACTION REQUIREMENTS OF THE MI CHECKLIST AND ENG-SOW-10007. 9.9.6. CHECK STEEL MEMBERS FOR SIZES,SWEEP AND DIMENSIONAL TOLERANCES. X ON SITE COLD GALVANIZING VERIFICATION 9.9.7. CHECK FOR SURFACE FINISH SPECIFIED,GALVANIZED. 4. RECOMMENDATIONS 9.9.8. CHECK THAT BOLTS HAVE BEEN TIGHTENED PROPERLY. NA GUY WIRE TENSION REPORT 4.1. THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND 9.9.9. PRIOR TO ANY FIELD CUTTING THE CONTRACTOR SHALL MARK THE CUTOUT LINES ON THE STEEL AND THE EFFECTIVENESS OF DELIVERING AN MI REPORT: INSPECTION/TESTING AGENCY SHALL VERIFY PROPOSED LAYOUT,LOCATION,AND DIMENSIONS.THE X GC AS-BUILT DOCUMENTS 4.1.1. IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE,PREFERABLE 10,TO THE MI INSPECTION/TESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY. MICROPILEIROCKANCHOR INSTALLER'S DRILLING AND INSTALLATION INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MI TO BE CONDUCTED. 9.10. WELDING: NA ILuIS AND wtiDC DoCU'eENiS 4.1.2. THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. 9.10.1. VERIFY FIELD WELDING PROCEDURES,WELDERS,AND WELDING OPERATORS,NOT DEEMED PREQUALIFIED,INZ J ADDITIONAL TESTING AND INSPECTIONS: 4.1.3. WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY ACCORDANCE WITH AWS D1.1. — JQ GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS. 9.10.2. INSPECT FIELD WELDED CONNECTIONS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED AND WITH AWS 4.1.4. IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION 01.1. POST-CONSTRUCTION CO W INSPECTIONS TO ALLOW FOUNDATION AND MI INSPECTION(S)TO COMMENCE WITH ONE SITE VISIT. 9.10.3. APPROVE FIELD WELDING SEQUENCE. 4.1.5. WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY 9.10.4. A PROGRAM OF THE APPROVED SEQUENCES SHALL BE SUBMITTED TO CROWN CASTLE BEFORE WELDING X MI INSPECTOR REDLINE OR RECORD DRAWING(S) X/ W DEFICIENCIES CORRECTED DURING THE INITIAL MI.THEREFORE,THE CO MAY CHOOSE TO COORDINATE THE MI BEGINS.NO CHANGE IN APPROVED SEQUENCES MAY BE MADE WITHOUT PERMISSION FROM CROWN CASTLE. NA POST INSTALLED ANCHOR ROD TARGET TENSION LOAD TESTING Q U] CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS 9.10.5. INSPECT WELDED CONNECTIONS AS FOLLOWS AND IN ACCORDANCE WITH AWS D1.1: W J ON SITE. 9.10.5.1. INSPECT WELDING EQUIPMENT FOR CAPACITY,MAINTENANCE,AND WORKING CONDITIONS. NA REFER TO MICROPILE/ROCK ANCHOR NOTES FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS. O 0 Z 9.10.52. VERIFY SPECIFIED ELECTRODES AND HANDLING AND STORAGE OF ELECTRODES FOR CONFORMANCE TO Z � 5. CANCELLATION OR DELAYS IN SCHEDULED MI SPECIFICATIONS. X PHOTOGRAPHS O z W 5 .1. IF THE GC AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE CONDUCTED,AND EITHER PARTY 9.10.5.3. INSPECT PREHEATING AND INTERPASS TEMPERATURES FOR CONFORMANCE WITH AWS D1.1. ADDITIONAL TESTING AND INSPECTIONS: I CANCELS OR DELAYS,CROWN CASTLE SHALL NOT BE RESPONSIBLE FOR ANY COSTS,FEES,LOSS OF DEPOSITS 9.10.5.4. VISUALLY INSPECT ALL WELDS AND VERIFY THAT QUALITY OF WELDS MEETS THE REQUIREMENTS OFAWS — W AND/OR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME 01.1.OTHER TESTS MAY ALSO BE PERFORMED ON THE WELDS BY THE TESTING AGENCY IN ORDER FOR O Z O (E.G.TRAVEL AND LODGING,COSTS OF KEEPING EQUIPMENT ON-SITE,ETC.).IF CROWN CASTLE CONTRACTS THEM TO PERFORM THEIR DUTIES FOR THIS PROJECT. NOTE:X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT O Z Q DIRECTLY FORA THIRD PARTY MI,EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAY/CANCELLATION IS 9.10.5.5. SPOT TEST AT LEAST ONE FILLET WELD OF EACH MEMBER USING MAGNETIC PARTICLE. NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT 7 0 CAUSED BY WEATHER OR OTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. 9.10.5.6. INSPECT FOR SIZE,SPACING,TYPE AND LOCATION AS PER APPROVED DRAWINGS. • L _ ce 9.10.5.7. VERIFY THAT THE BASE METAL CONFORMS TO THE DRAWINGS. 6. Cl) Q _ 6. CORRECTION OF FAILING MI'S 9.10.5.8. REVIEW THE REPORTS BY TESTING LABS. < 6.1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI('FAILED Mr),THE GC SHALL WORK WITH CROWN CASTLE TO 9.10.5.9. CHECK TO SEE THAT WELDS ARE CLEAN AND FREE FROM SLAG. VI zo _ COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: 9.10.5.10.INSPECT RUST PROTECTION OF WELDS AS PER SPECIFICATIONS. 1 (- 6.1.1. CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT 9.10.5.11. CHECK THAT DEFECTIVE WELDS ARE CLEARLY MARKED AND HAVE BEEN ADEQUATELY REPAIRED. DOCUMENTS AND COORDINATE A SUPPLEMENT MI. 9.10.5.12.FULL PENETRATION WELDS IN THE VICINITY OF THE BASE OF THE TOWER ARE REQUIRED TO BE 100%NDE U 6.1.2. OR,WITH CROWN CASTLE'S APPROVAL,THE CO MAY WORK WITH THE EOR TO RE-ANALYZE THE INSPECTED BY UT IN ACCORDANCE WITH AWS D1.1. Lo MODIFICATION/REINFORCEMENT USING THE AS-BUILT CONDITION. 07 9.10.5.13.PARTIAL PENETRATION AND FILLET WELDS IN THE VICINITY OF THE BASE OF THE TOWER REQUIRED TO T` BE 50%NDE INSPECTED BY MP IN ACCORDANCE WITH AWS D1.1. CO 7. MI VERIFICATION INSPECTIONS — 9.11. REPORTS: 7.1. CROWN CASTLE RESERVES THE RIGHT TO CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND 9.11.1. COMPILE AND PERIODICALLY SUBMIT DAILY INSPECTION REPORTS TO CROWN CASTLE. O It COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTION(S)ON TOWER MODIFICATION PROJECTS. 9.112. THE INSPECTION PLAN OUTLINED HEREIN IS INTENDED AS A DESCRIPTION OF GENERAL AND SPECIFIC ITEMS OF 72. ALL VERIFICATION INSPECTIONS SHALL BE HELD TO THE SAME SPECIFICATIONS AND REQUIREMENTS IN THE CONCERN.IT IS NOT INTENDED TO BE ALL-INCLUSIVE.IT DOES NOT LIMIT THE TESTING AND INSPECTION CO CONTRACT DOCUMENTS AND IN ACCORDANCE WITH ENG-SOW-10007, AGENCY TO THE ITEMS LISTED.ADDITIONAL TESTING,INSPECTION,AND CHECKING MAY BE REQUIRED AND 7.3, VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT AEV/AESV FIRM AFTER A MODIFICATION SHOULD BE ANTICIPATED.THE TESTING AGENCY SHALL USE THEIR PROFESSIONAL JUDGMENT AND PROJECT IS COMPLETED,AS MARKED BY THE DATE OF AN ACCEPTED PASSING Mr OR"PASS AS NOTED MI"REPORT KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE CONTRACTOR'S PERFORMANCE TO DECIDE WHAT OTHER FOR THE ORIGINAL PROJECT. ITEMS REQUIRE ADDITIONAL ATTENTION.THE TESTING AGENCY'S JUDGMENT MUST PREVAIL ON ITEMS NOT 1111 it SPECIFICALLY COVERED.ANY DISCREPANCIES OR PROBLEMS SHALL BE BROUGHT IMMEDIATELY TO CROWN � Ep PROJr SS 8. PHOTOGRAPHS CASTLE'S ATTENTION.RESOLUTIONS ARE NOT TO BE MADE WITHOUT CROWN CASTLE'S REVIEW AND SPECIFIC R F 8.1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS,AT A MINIMUM,ARE TO BE TAKEN AND WRITTEN CONSENT.CROWN CASTLE RESERVES THE RIGHT TO DETERMINE WHETHER OR NOT A RESOLUTION IS \� , c VO PROJECT No: 37516-0026.004,7700 INCLUDED IN THE MI REPORT: ACCEPTABLE. O ¢ 8.1.1. PRECONSTRUCTION GENERAL SITE CONDITION 9.11.3. AFTER EACH INSPECTION,THE TESTING AGENCY WILL PREPARE A WRITTEN ACCEPTANCE OR REJECTION WHICH �14 :.567P 7r DRAWN BY: I.M. 8.12. PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION WILL BE GIVEN TO THE CONTRACTOR AND FILED AS DAILY REPORTS TO CROWN CASTLE.THIS WRITTEN ACTION 8.1.3. RAW MATERIALS WILL GIVE THE CONTRACTOR A LIST OF ITEMS TO BE CORRECTED,PRIOR TO CONTINUING CONSTRUCTION, DESIGNED BY: T.J.D. 8.1.4. PHOTOS OF ALL CRITICAL DETAILS AND/OR LOADING OF STRUCTURAL ITEMS. i� 8.1.5. FOUNDATION MODIFICATIONS 9.11.4 1 51� ,OREGON CHECKED BY: %( � . THE TESTING AGENCY DOES NOT RELIEVE THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS. 8.1.6. WELD PREPARATION THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICIAL CONTRACT 1} DATE: 6-3-2016 8.1.7. BOLT INSTALLATION AND TORQUE DOCUMENTS.THE TESTING AGENCY WILL NOT REPLACE THE CONTRACTOR'S QUALITY CONTROL PERSONNEL. IV 18 20 8.1.9. SURFACE COATING CONDITION8.1.8. FINAL INSTALLED PAIR ��qN K.KER�`��� 8.1.10. POST CONSTRUCTION PHOTOGRAPHS8.1.11. FINAL Expires:0(0(3 elf? - 8.1.12. PHOTOS OELEVAT D MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. MI CHECKLIST INFIELD FLCONDITION 8.1.13, THIS IS NOTA COMPLETE LIST OF REQUIRED PHOTOS,PLEASE REFER TO ENG-SOW-10007. •0 S2JUN 0 6 atrk -5 m ' T • REVIEWED DESIGN CONSULTANT By Terry Jensen at 7:14 am, Jul 27, 2016 ~ '- -..' at&t 1. l. 1 - _� .. _ MOBILITY IMMIGNSE � . inte-grat-ed.P ed ! 1, :; 2 ±? ry(}q r. AT&T MOBILITY CORP. -'-'---' at8tt i '�--- `'�..� Li L- S [U 1 19501 SW 72ND AVE.,STE.200 I ./...`!J j 16780 AGATE POINT ROAD NE � I _ +te r i 1, t OFFICE I l ISLAND W602)211ee820 TUALATIN,OR 97062 ' Your world. Delivered. ,- 1 _ law FDH VELOCITEL PROPRIETARY INFORMATION WASHINGTON SQUARE . cnolnec Rano INNOVATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 9585 WASHINGTON SQUARE ROAD 4004KRUSEWAYPLACE DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE AT&T BLDG.4004,SUITE#220 MOBILITY SERVICES IS STRICTLY PROHIBITED. TIGARD, OR 97008 LAKE OSWEGO,OR 97035 SITE#P W 1 1 503-636-2500(MAIN) 1-/A�. 1 O 1 O J" Q "/�t 503-636-2501 (FAX) RFDS VERSION: 1.0 DATE UPDATED: 07/25/16 VICINITY MAP GENERAL LOCATION MAP PROJECT INFORMATION DRAWING INDEX SITE ID: PW11 WASHINGTON wEs APPLICANT: PROPERTY OWNER: DWG. DESCRIPTION SQUARE a Soon Cribs• FDH VELOCITEL ON BEHALF OF AT&T MOBILITY CORP. ESS VRS NO. 9585 SW WASHINGTON 6 4004 KRUSE WAY PL., SUITE #220 2795 E COTTONWOOD PKWY,STE Benham e,cycle SI LAKE OSWEGO, OR 97035 400 T-1 E SHEET SQUARE, R970 Sorhf Naos GEN GN-1 GENERAL NOTES TIGARD,OR 97008 NATALIE ERLUND SALT LAKE CITY,UT 94121 eA�asrsar3M s3 1 PH: (503) 539 9247 A-1 OVERALL SITE PLAN PROJECT: NA>a,Stmesd_^ r�� , Express 0 egos AlMc TOWER OWNER: A-2 COMPOUND LAYOUT PLANS 6c PROJECT ENGINEER: A-3 EQUIPMENT LAYOUT PLANS LTE 3C/4C/5C v .: CROWN CASTLE I FDH VELOCITEL INC. Imp FOR S SITS LOCATION ,k1.,cAxeaNe .,,c 4004 KRUSE WAY PL, SUITE 1220 REDMOND,WA 98052 RF—1 ANTENNA8547 154TH AVE NE A-4 CONFIGURATIONSFINAL Company" LAKE OSWEGO, OR 97035 GARRIT ERICKSON: SITE LOCATION PAUL TIBBOT, P.E. (206)-338-3208 RF-2 RF DETAILS SUBMITTALS it Plaza v Impel" PH: (503) 636-2500 G-1 GROUNDING PLAN WASHINGTON SQUARE MALL REV. DATE DESCRIPTION BY 1111 CROWN SITE#:879570 G-2 GROUNDING DETAILS A 11/23/15 PRELIM CDS DH 3 % A&E CONSULTANT: 0 03/25/16 FINAL CDS JM p INTEGRATED DESIGN SERVICES GROUP --(--------- 1 07/25/16 TOWER MOD 14, SW Slum Rd SW Blum 11d 16780 AGATE POINTE RD. NE, BAINBRIDGE ISLAND WA 98110 - e+ a; efaccmr JON BOUTILIER ---- mv CONSTRUCTION MANAGER: (602) 769-9068 _ FDH VELOCITEL., INC. 8 '°^wife® s i 4004 KRUSE WAY PL SUITE #220 -"3' (5 I Fii ti — .3 LAKE OSWEGO, OR 97035 snJAY TELFORD PH: (503) 349-2149 „..- GlcsceMmre- N 75 E N CODE INFORMATION: F* 10109744 E Cemetery L Mausoleum L `"'Co, ZONING CLASSIFICATION: MUC DRAWN BY: H BUILDING CODE: OSSC 2014 IBC 2009 CHECKED BY: ## NTS NTS CONSTRUCTION TYPE: TELECOMMINCATIONS CURRENT ISSUE DATE: H` sv log. JJURSDICTION:UCRY TIGARD , 07/25/16 DRIVING DIRECTIONS SITE LOCATION: (BASED ON NAD 83) 3 TAKE THE RENTON EMT ONTO 1-405 S. CONTINUE ON WA-518 W. TAKE THE PORTLAND EXIT ONTO I-5 S. TAKE EXIT 294 CARD NEWBERG. CONTINUE ON SW TAX LOTE 151 45' 27 00 BARBUR BLVD(OR-99W). CONTINUE TO FOLLOW OR-99W. TAKE RAMP ONTO OR-217 N TOWARD BEAVERTON/SUNSET HWY. TAKE EXIT#5/GREENBURG RD. TURN LLATITUDE: N —1 27'46' 41 (45.45296)" ( 27 RIGI{T ON SW GREENBURG RD. TURN LEFT ON SW WASHINGTON SQUARE RD. ARRIVE AT 9585 SW WASHINGTON SQUARE RD, TIGARD. TOP OF STRUCTURE W —122' 41.3" (-122.77814) • t TOP OF AGL: 8T-o" LEGAL DESCRIPTION i/ifteptifiN�GT i', VII)BASE OF STRUCTURE AMSL• ± 249' SEC26, T1S, R1W, W.M. /�PROJECT AREA: N86899'E i APPROXIMATE LEASE AREA: 230 SQ. FT. 22 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. r ORE C•N F 2. TRAFFIC IS UNAFFECTED. �� 2, , APPROVAL/SIGN OFF OF DRAWINGS 3. NO SIGNAGE IS PROPOSED. %M A CONSULTANT GROUP SIGN OFF DATE SIGNATURE AT&T SIGN OFF DATE SIGNATURE PROJECT QESCRIPTION: �I�qN E. MoN� AT&T MOBILITY PROPOSES THE FOLLOWING TO AN EXISTING UNSTAFFED RADIO CONSTRUCTION MANAGER COMPLIANCE TELECOMMUNICATIONS FACILITY CONSISTING OF AN ANTENNA ARRAY ON A 87FT TOWER AND AN EQUIPMENT PLATFORM. EXPIRES:1L/31/16 LANDLORD'S REPRESENTATIVE CONSTRUCTION MANAGER REMOVE (1) EXISTING LTE 1900/700 ANTENNA PER SECTOR, (3) SECTORS TOTAL THE INFORMATION CONTAINED IN TFTs PROJECT MANAGER DEPLOYMENT MANAGER TOWER MOD BY CROWN CASTLE DATED 3-11-16 PROPR� 5IARY BY N� s ANY USE OR > INSTAIl 1 NEW LTE WCS/700/850/AWS ANTENNA PER SECTOR, (3) SECTORS TOTAL DISCLOSURE OTM�TIM THAT WHICH SITE ACQUISITION EQUIPMENT ENGINEER REMOVE 1 EXISTING UM1S/GSM 1900/850 ANTENNA PER SECTOR, (3) TOTAL RELATES TO AT&T MOBIJIY IS STRICTLY • INSTALL 1 NEW LIE 1900/UMTS 850/1900 ANTENNA PER SECTOR, (3) SECTORS TOTAL PROHIBITED. ZONING INTERCONNECT INSTALL 1 NEW LIE AWS RRH UNITE PER SECTOR, (3) SECTORS TOTAL INSTALL 1 NEW LTE WCS RRH UNITS PER SECTOR, ((3)) SECTORS TOTAL SHEET TITLE:SITE ACQUISITION MANAGER OPERATIONS INSTALL 1 NEW LIE 850 RRH UNITS PER SECTOR, 3 SECTORS TOTAL • INSTALL 2 NEW DC SURGE SUPPRESSOR AT TOWER LEVEL TITLE SHEET PERMITS RF ENGINEER INSTALL 1 NEW FIBER CABLE & (4) NEW DC POWER CABLES TO NEW DC SURGE RF ENGINEER MANAGER SUPPRESSOR REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH INSTALL NEW 3C/4C/5C RADIO EQUIPMENT INSIDE EXISTING LIE CABINET ON EXISTING SHEET NUS REV. REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED AT&T PLATFORM T-1 1 f • DEMBALIIMI GENERAL NOTES: (CONTINUED) CONCRETE NOTES: (CONTINUED) SAFETY PROCEDURES - 1. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND 20. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN FALL PROTECTION METHODS TO BE PER FEDERAL, STATE, LOCAL, OSHA, AT&T AND i }}QQ__}} ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT OWNER REQUIREMENTS. �LQCI SET TO AT&T. UPON COMPLETION. AT LEAST 30 BAR DIAMEItRS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS MOBILITY 2. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 TOWER/POLE NOTES: THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC 21. FOR CO-LOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR BAR DIAMETERS OR A MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S PARTICIPATION IN BID WALK. WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. 1. VERIFICATION THAT THE EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED AT&T MOBILITY CORP. SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, ANTENNA LOADING IS TO BE DONE BY OTHERS. 19801 SW 72ND AVE.,STE.200 LABOR. AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS 22. CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. TUALATIN,OR 97062 DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORIUI 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE CONSTRUCTION MANAGER AND ARCHITECT. GRADE 60, fy=60,000 PSI. AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE REQUIREMENTS. PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH 23. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT FDH VELOCITEL THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND AT&T CONSTRUCTION MANAGER. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. SYMBOLS AND ABBREVIATIONS CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO ENGINEERING INNOVATION PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES 24. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONTRACTOR SHALL CONFIRM 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS A/C AIR CONDITIONING INT INTERIOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND FOLLOWS: AGL ABOVE GROUND LEVEL LBS POUNDS 4004 KRUSE WAY PLACE AND IN WRITING. ARCHITECT THE PRESENCE OF POST TENSION TENDONS. CONTRACTOR SHALL APRX APPROXIMATELY MAX MAXIMUM BLDG.4004,SUITE#220 INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS. FOOTINGS AND OTHER UNFORMED SURFACES. EARTH FACE 3" BLDG BUILDING MECH MECHANICAL 4. AT&T, AND THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET BU( BLOCKING MIL METAL LAKE OSWEGO,OR 97035 FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE 25. CONTRACTOR SHALL USE STAINLESS SILLL METAL LOCKING TIES FOR ALL CABLE FORMED SURFACES EXPOSED(>-- 16 BARS) 2" CLG CEIUNG MFR MANUFACTURE 503-636-2500(MAIN) SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). CLR CLEAR MGR MANAGER 503-636-2501 (FAX) CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON AT&T PROJECTS. TO EARTH OR WEATHER (S #5 BARS) 1)¢" CONC CONCRETE MIN MINIMUM SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE RECOMMENDED MANUFACTURER SHALL BE: PANDUIT CORP. METAL LOCKING TIES CONST CONSTRUCTION MISC MISCELLANEOUS PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT SLABS AND WALLS (INTERIOR FACE) 34" CONT CONTINUOUS NA NOT APPUCABLE SITE ID: PW11 DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN DISTRIBUTED BY TRIARC OF TACOMA, WA. DBL DOUBLE NIC NOT IN CONTRACT WRITING) AT&T, AND THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 0 DIAMETER NTS NOT TO SCALE WASHINGTON OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL IN THE EVENT 26. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOP AND CONSTRUCT BARRIERS OC ON CENTER OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AND 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. ON DOWN OD OUTSIDE DIAMETER SQUARE EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONSTRUCTION DUST AND DEBRIS. DET DETAIL PLYWD PLYWOOD 9585 SW WASHINGTON 13. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER DWG DRAWING PROJ PROJECT SQUARE ROAD 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN SITE NOTES: AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE EA, EACH PROP PROPERTY TIGARD,OR 97008 THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE MANUFACTURER'S PUBUSHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE ELEV ELEVATION PT PRESSURE TREATED FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES, AND 1. CLEAR AND GRUB SITE OF ALL VEGETATION, PAVING, GRAVEL BASE AND OTHER AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI ELEC ELECTRICAL REQ REQUIRED PROJECT: PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE DEBRIS NOT TO REMAIN. SUBGRADES ARE TO BE SET PRIOR TO LANDSCAPE MINIMUM). EQ EQUAL RM ROOM CONTRACT. INSTALLATION. EQUIP EQUIPMENT RO ROUGH OPENING LTE 3C/4C/5C 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 2. ELEVATION OF SUBGRADE TO BE WITHIN .10 FOOT OF ELEVATIONS SHOWN ON TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER AND LOCAL FOOT EXTERIORFINISHSIM SHEETMIISSUED FOR: MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR PLAN MINUS DEPTH OF TOPSOIL FILL, AND MULCH. JURISDICTION. FU FLUORESCENTH SIM SIMILAR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. FLUOR SPEC SPECIFICATION FINAL FIR FLOOR SF SQUARE FOOT 3. ALL AREAS SHALL BE ROUGH GRADED WITHIN FOOT OF ELEVATIONS INDICATED ERIEMBALEIFIELMIEM FT FOOT SS STAINLESS STEEL SUBMITTALS 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE BEFORE PLANTING. ALL GRADES SHALL PRODUCE POSITIVE DRAINAGE AWAY GA GAUGE STL STEEL RLV DATE DESCRIPTION BY IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND FROM EQUIPMENT SLABS, BUILDINGS AND THROUGH ALL PLANTER AREAS TO 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND GALV GALVANIZED STRUCT STRUCTURAL ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL AVOID LOW SPOTS AND STANDING WATER. THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. OC GENERAL CONTRACTOR STD STUD A 11/23/15 PRELIM CDS DH LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC GRND GROUND SUSP SUSPENDED o 03/25/16 FINAL CDS JM AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND 4. NEW GRADES SHALL BLEND NATURALLY INTO EXISTING GRADES. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING MELD GYP GYPSUM BOARD THRU THROUGH 1 07/25/16 TOWER MOD JM STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. WELDING, HIGH STRENGTH MELD BOLTING, EXPANSION BOLTS, AND THREADED HORZ HORIZONTAL TND TINNED 5. IN LANDSCAPE AREAS, FINISH GRADES ARE TO FOLLOW THE GRADES AND EDGE EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR HR HOUR TYP TYPICAL 8. CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF DETAILS INDICATED AND BE MOUNDED 6 INCHES IN THE CENTER OF THE BED THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR HT FOCHT VERT VERTICAL CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA ABOVE THE EDGE OF THE LANDSCAPE AREA. BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH ID Mint.DLAYETER W/ WITH _ L OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 2003 IBC CHAPTER 22, BY A QUALJF1ED TESTING AGENCY DESIGNATED BY THE IN INCH W/O WITHOUT 6. NOTIFY AT&T AND THE ARCHITECT IF MODIFICATIONS TO THE SHOWN GRADING CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF AU. INFO INFORMATION WP WATER PROOF 9. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILJTIES ARE SEEM NECESSARY AND OBTAIN APPROVAL PRIOR TO START OF WORK. INSPECTION REPORTS AND TEST RESULTS. INSUL INSULATION -6 NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED I OTHERWISE ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT 7. FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL, OR ON 3. STRUCTURAL STEEL. SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 11I S STRUCTURES. ENGINEERED FILL (COMPACTED TO 95%). ENSURE THAT EXCAVATIONS ARE FREE )FGEND OF ORGANIC MATERIAL, DEBRIS, OR OTHER FOREIGN MATERIAL NOTIFY ARCHITECT TYPE OF MEMBER I I I 10. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LISTED OR FIRE IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. A. WIDE FLANGE SHAPES ASTM A992, GRADE 50 ----SUBJECT PARCEL FA} 10109744 MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR A. SHAPES, PLATES, ANGLES, & RODS ASTM A36, Fy 36 KSI - - - - -SECTION LINES DRAWN BY' H PROJECT SITE. 8. FILL AND SLAB BASE MATERIAL SHALL BE 3/4" MINUS CRUSHED ROCK PLACED B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI - - PROPERTY LINES IN 8" (MAXIMUM) LOOSE UFTS AND COMPACTED TO 98%ASTM D1557 OR C. PIPE COLUMNS ASTM A53, Fy 35 KSI RIGHT-OF-WAY LINES CHECKED E 11. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF AASHTO T-180. D. STRUCTURAL TUBING ASTM A500, Fy 46KS1CURRENT ISSUENOT LESS THAN 2-A OR 2-Al OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL E. ANCHOR BOLTS ASTM A307 DAIL 0-- 015 PROPOSED CONTOUR- MAJOR a PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 9. SPECIAL INSPECTION SHALL BE PERFORMED AS REQUIRED BY THE OSSC SECTION F. CONNECTION BOLTS ASTM A325 TWIST-OFF 0- - - - -o PROPOSED CONTOUR- MINOR ,07/25/16 _ -, 1704 BY AN INDEPENDENT SPECIAL INSPECTOR APPROVED BY THE LOCAL .005 EXISTING CONTOUR - MAJOR 7.1' M 12. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING JURISDICTION. 4. HOT DIP GALVANIZE AFTER FABRICATION PER A123/A123M-00 ALL STEEL EXISTING CONTOUR - MINOR IMPROVEMENTS, EJASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. EXPOSED TO WEATHER AND WHERE NOTED.UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT -a -G-COAXIAL CABLE RUN �/MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS FIBER OPTIC CABLE RUN (>•- , f4 0,400 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AND SHALL BE PERFORMED BY ANSI/AWS D1.1 CERTIFIED WELDERS USING E70 • -.-ELECTRICAL CABLE RUN 1Rr 7 13. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE AN INDEPENDENT INSPECTOR, APPROVED BY AT&T AND THE LOCAL JURISDICTION. XX ELECTRODES. ONLY PRE-QUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE , V% + DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE TELECOM UNDER/OVER HEADdi �- CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 - ° FENCE - SEDIMENT PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING REINFORCING BARS (IF REQUIRED SHALL BE PERFORMED USING E70 XX -^ --x- ,=FENCE - CHAINUNK, /W BARB 86899'E E FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. OFFICIAL ELECTRODES. WELDING WITHIN 4 OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF r 0 14. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONCRETE NOTES. WELDED EARS. ORE co N CONSTRUCTION PRIOR TO STARTING WORK ON ANY REM NOT CLEARLY DEFINED 7 BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 6. COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND ( 20' • 7 GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES 15. TOEAVOIDDDIS URB NR G NORMAL BUSINESS.PERFORM WORK DURING OWNER'S PREFERRED HOURS 2. CONCRETECORE WITHSHALL BE C AIXED,HAPTER 9O PROPORTIONED,THEOSSC. CEMENDT SHALL BE ASTM C150, "SPD PLACED IN ECIFICATION FOR THE DESIGN OFALCOLRD--(NG SHALL FORMED STEEL CONFORM O THE A.I.S.S. 9("IN E. 100 PORTLAND CEMENT TYPE II U.N.O. MEMBERS." 3 16. THE CONTRACTOR SHALL PROVIDE AT&T. PROPER INSURANCE CERTIFICATES NAMING AT&T. AS ADDITIONAL INSURED, AND AT&T. PROOF OF UCENSE(S) AND 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) 1AI'IKES:12/31/16 PE AND PD INSURANCE. METHODS AND PROCEDURES OF CONCRETE PLACEMENT. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. THE IHFORwmON CONTAINED IN THIS ® SET OF CONSTRUCTION DOCUMENTS IS 17. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM 811 PROPRIETARYOBYTHER WNW.ANY USE OR INSPECTIONS. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, A307 BOLTS UNLESS NOTED OTHERWISE. DISCLOSURE TO ATTER THAN THAT WHICH RELATES 10 AT&T NDBEIIY IS STRICTLY C989 AND C1017. CONCRETE EXPOSED TO FREEZING AND THAWING WHILE PROHIBITED.ri 18. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY AT&T AND MOIST SHALL BE AIR ENTRAINED IN ACCORDANCE WITH ACI 318, SECTION 4.4.1. 9. (UNLESS NOTED OTHERWISE). PREPARATION AND PAINTING SHALL BE INS CAUTION! CALL BEFORE YOU DIGI BURIED UTILJTIES EXIST IN THE AREA AND ACCORDANCE WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE-CALL 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT MANUFACTURERS WRITTEN INSTRUCTIONS. Know what's below. SHEET TITLE' UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 51), GRADE 60, fy=60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO CALL 811 TO CONTACT REGIONAL UTILITY LOCATE SERVICE NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE Call before you dig. GENERAL NOTES REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO 19. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED 11. TOUCH UP ALL FIELD DRILLING, WELDING AND CUT SURFACES WITH 2 COATS OF 2SUBMIT TO AT&T. ALONG WITH REDUNED CONSTRUCTION SET. ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL STRUCTURAL DRAWINGSAND NOTES SHALL TAKE SHEET NUL�ER: REV. = PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. PRECEDENCE OVER ALL DRAWINGS AND NOTES. GN-1 1 at&t ,,,,, MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 Shy TUALATIN,OR 97062 Nq4� 6'(fro l AT&T SITE EQUIPMENT PLATFORM FDH VELOCITELJ W/PROPOSED LIE 5C PROJECT EQUIPMENT ENGINEERING INNOVATION SEE SHEET A-3 FOR DETAILS 4004 KRUSE WAY PLACE BLDG.4004,SUITE#220 LAKE OSWEGO,OR 97035 503-636-2500(MAIN) AT&T SITE WITH 87'± TOWER. 503-636-2501 (FAX) SEE SHEET A-3 — - — — __ __ SITE ID: PW11 I b_ WASHINGTON c�CCIp'= I 1 W II : T •1 SQUARE Q 9585 SW WASHINGTON I SQUARE ROAD cn TIGARD,OR 97008 cr cl cz I PROJECT: S' LTE 3C/4C/5C ISSUED FOR: FINAL v. SUBMITTALS c.D REV. DATE DESCRIPTION BY up ce A 11/23/15 PRELIM CDS DH � m p 0 03/25/16 FINAL CDS JM C.,..,6 p 1 07/25/16 TOWER MOD JM T1415126000300 cry I I :: FAT: 10109744 DRAWN BY: ## CHECKED BY IN i CURRENT ISSUE DATE 07/25/16 STAMP: jel , ,x.:09 1:44;4 41: 4; _ 1 86899.E N OREe.N r SW WASHINGTON SQUARE RD fed Pi O 144N E. MON*'`l Y_ , ) THE wagWariel iN SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR X DISCLOSURE OTHER THAN THAT WHICH ls s� T �ATRT YOBIJIY S STRICTLY PROMBITLEGEND SHEET TITLE: —--—SUBJECT PARCEL SECTION uNEs OVERALL SITE PLAN PROPERTY LINES RIGHT-OF-WAY LINES SHEET NUMBER REV. ° 11.17 SCALE 1:100 OVERALL SITE PLAN 1 A-1 1 11X77'SCALE 1:200 40' ' ,' at&t EXISTING AT&T t� MOBILITY EQUIPMENT PLATFORM • (SEE SHEET A-3 FOR ` DETAILS) AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALATIN,OR 97062 • n n rn - • x FDH VELOCITEL xIfl fil lil III �B EXISTING • • ENGINEERING INNOVATION x 11 .I I 0 FOG„ -Fo 11 FO Op GENERATOR x • 4004 KRUSE WAY PLACE ��.�. . E E � „ BLDG.4WE SUITE,O 9703 MRIII L . Q x LAKE OSWEGO,OR 97035 • 503-636-2500(MAIN) x w 503-636-2501 (FAX) x w'1 -. 1 1111 tb / \ I SITE ID: PWii x 1 _ _-- 7 y 01 . "0 x WASHINGTON C . 1 x x ', •, .h SQUARE x MEI 9585 SW WASHINGTON ��N� x ' x SQUARE ROAD x * I E TIGARD,OR 97008 Eo o w • EXISTING 87' FOOT MONOPOLE xPROJECT. x I War M 4 E E- x LTE 3C/4C/5C • x ISSUED FOR: EXISTING :CE FINAL Imox, BRIDGE (TIP.) 1111 SUBMITTALS REV. DATE DESCRIPTION BY EXISTING AT&T 1111=1 X t A 11/23/15 PRELIM CDS DH SERVICE METER111,11.1111.11 I 0 03/25/16 CDS JM 1 07/25/16 TOWER MOD JM A 11111=111 • • MINNIE1# x A. x EXISTING 6'-0" HIGH CHAINLINK EXISTING SHELTER VERIZON • EXISTING LADDER x x • I 1 • 1 1 .x r I f ` ,,, x • FAi: 10109744 o • x DRAWN BY: 1y x CHECKED BY N i tX1RRENT ISSUE DATE: 1 1 x 07/25/16 a M EXISTING OTHER SERVICE METER EXISTING OTHER EQUIPMENT x v, x J .../ rW �'tW ., x EXISTING 12' • AGI II! 4' 7 DOUBLE GATE x ! x • 86899:E x OREelPN x . . —x x x — l�ccQ2/ 8 x x / \ x• '9(qN E. MGN'`l E EXISTING 6'-0" HIGH CHAINLINK � '�7/�7/ / \ FENCE vv/BAR WIRE THELYp1 wYini toWiad N15 t SET OF CONSTRUCTION DOCUMENTS IS ME ANY USE OR DISCLOSURE OTHER THAN TWIT WWII > • x x RELATES TO AT&TPROPRIETARY BY�MOBLRY IS SI1ICTLY x x , / \ ���� SHEET 11\11.121 COMPOUND LAYOUT PLANS V 0 22'x34-SCALE:3•=1 1/2' SPIFFY NUMBER: REV. 11'x17'WA,F•3"=1' EXISTING COMPOUND LAYOUT j A-2 1 - at&t MOBILITY AT&T MOBILITY CORP. 19801 SW 72ND AVE.,STE.200 TUALAI1N,OR 97062 FDH VELOCITEL) (5) CHAINLINK FENCE (E) CHAINLINK ENGINEERING INNOVATION FENCE 4004 KRUSE WAY PLACE (E) DISCONNECT (E) DISCONNECT BLDG.4004,SUITE#220 (E) PLATFORM (E) PLATFORM LAKE OSWEGO,OR 97035 x x x x x x x x x 503-636-2500(MAIN) x x x x x x x x—max (E) TRANSFORMER �• (E) ARGUS TE40 (E) TRANSFORMER • BATTERY(E) ARGUS CABINET 503-636-2501 (FAX) r BATTERY CABINET x — SITE ID: PW11 (E) SERVICE PANEL (E) SERVICE PANEL WASHINGTON (E) SERVICE LIGHT (E) SERVIC9585 SW WASHINGTON E LIGHT x SQUARE (nP) x (TYP.) (E) TELCO BOX SQUARE ROAD (5) TELCO BOX — x• I1 I I TIGARD,OR 97008 M x _1 PROJECT: (E) x (E) MICRIN GENERATOR MICRIN GENERATOR x LTE 3C/4C/5C RECEPTACLE x _ (E) ARCUS TE21 RECEPTACLE x (E) ARCUS TE21 POWER CABINET POWER CABINET ISSUED FOR: FINAL T. • SUBMITTALS u �� x (E) GSM CABINET EZI �� DESCRIPTION 0 • x (E) GSM CABINET .` rai 11/23/15 PRELIM CDS En I Y1 I\ Qi 03/25/16 FINAL CDS pp • p l�� \ x 0 07/25/16 TOWER MOD El (E) LTE 9412 E) LTE 9412 T. BACKPACK I. BACKPACK ' NM - x @ @' x # @ ter �� 0 (E) GSM CABINET INSTALL NEW LTE \ x F) GSM CABINET : —� x 3C/4C/5C EQUIPMENT .-=: x m o m \ INSIDE OFLTEE!RACK x m o m \ . • T. x i I • ■ o x m x m "' _L, (E) FDRAWN BY: 1 9744 .../ (E) UMTS CABINET t0 (E) UMTS CABINET o o TE43 CABINET T. (E) TE43 CABINET 1 x CHECKED /A I . " — E E E _ CURREM ISSUE DATE: x E E E— E -EO FO--a FO EO FO FO 07/25/16 Fa . n . . E• 0 .. CABLE TOONEWDCR EXISTING (2) DC POWER CABLE TO x E E E E E E— I E E E E. E E o SURGE PROTECTOR ro o EXISTING DC SURGE f � � • PROTECTOR I \ �. . � � �. �t� x I � EXISTING (1) FIBER ` \__ m NEW 1 FIBER it 7 _,, CABLE TO EXISTING DC • o CABLE TO NEW , NX / .' \ x SURGE PROTECTOR DC SURGE a x \ • (E) ICE (TYP.)OR 86899'EIdly , m (E) ICE BRIDGE (TYP.) 1 x x o e I x o o (E) GPS ANTENNA r x {. (E) GPS ANTENNA o I 1 l 1 ORECIDN 60 qz t•.l �= (E) STEPS (TYP.) m o (E) STEPS (TYP.) qH E. MON EXPIRES:12/31/16 THE INFORMATION CONTAINS)IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AT&T MOBEJF(IS STRICIL.Y - `� PROMBITED. ,611•1:4. -r1, -- �4I \Lek _ SHEEP TITLE: l -� SI_i ,!t EQUIPMENT LAYOUT E. PLANS SHEET NUMBER: REV. 1-1 x17•SCALE: 1•-3'S 0' .5' 3' EXISTING EQUIPMENT LAYOUT 72•1134•SCALE. '•'Z.� Q 2 11•x17•scat 1•_s 0. 2.5' s PROPOSED EQUIPMENT LAYOUT 1 A-3 1 ,af: TOMER/MAENNA DESIGN AND ANALYSIS BY CROWN CASTLE Lx4TED 6/3/16. TOWER , OWNER RESPONSIBLE FOR REVIEW OF at&t PROPOSED ANTENNAS. 2. PAINT PROPOSED ANTENNAS TO MATCH MOBILITY EXISTING (WHEN APPUCABLE). 3. CONTRACTOR TO VERIFY RF DATA WITH AT&T MOBILITY CORP. VELOCITEL CONSTRUCTION MANAGER 19801 SW 72ND AVE.,STE.200 AND/OR RF ENGINEER PRIOR TO TUALATIN,OR 97062 CONSTRUCTION TOWER MOD BY CROWN 4. CRANE NOT TO EXCEED 110' EXISTING STEALTH CANISTER 5. CM TO MATCH EXISTING RAD CENTERS. CASTLE DATED 6/3/16 THIS TO SCHANGES THE REDS. CM TO FDH VELOCITEL RED UNE CHANGES AT TIME OF - CONSTRUCTION. ENOIN[l RING INNOVATION I EXISTING STEALTH CANISTER NEW (1) DC SURGE PROTECTORS TOP OF EXISTING STEEL EXISTING RRH LTE 700 TOP OF EXISTING STEEL 4004 KRUSE WAY PLACE MONOPOLE (i) PER SECTOR, (3) TOTAL MONOPOLE BLDG.4004,SUITE#220 EXISTING LTE 700/1900 TO REMAIN NEW LTE WCS/700/850/AWS EXISTING RRH LTE 700 LAKE OSWEGO,OR 97035 (1) PER SECTOR, (3) TOTAL 503-636-2500(MAIN) PANEL ANTENNA EXISTING RRH LTE 1900 PANEL ANTENNA (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL (PAX) TO BE REMOVED TO REMAIN 1111 503-636-2501 - EXISTING RRH LTE AWS EXISTING DC SURGE PROTECTOR (1) PER SECTOR, (3) TOTAL TO REMAIN 110 � IIrSITE ID: PW11 EXISTING TMA � 1 WASHINGTON (2) PERSECTOR, (6) TOTAL ,� EXISTING TMAINEW RRH LTE 850 TO BE REMOVED ' I �� (1) PER SECTOR, (3) TOTAL SQUARE PROJECT: (1) PER SECTOR, (3) TOTAL 9585 SW WASHINGTON EXISTING UMTS 1900/850 I TO REMAIN EXISTING TMA I NEW RRH LIE 1900 SQUARE ROAD GSM 1900/8506VIII (1) PER SECTOR, (3) TOTAL (1) PER SECTOR, (3) TOTAL TIGARD,OR 97008 PANEL ANTENNA NEW UMTS 1900/850 III FINAL (1) PER SECTOR, (3) TOTAL LTE 1900 I �� LTE 3C/4C/5C TO BE REMOVED PANEL ANTENNA ��I) (1) PER SECTOR, (3) TOTAL . li� r NEW RRH LTE WCS 1550m FOR: �) O PE SECTOR. O TOTAL EXISTING CANISTER TO BE EXTENDED U o- w4. TO ACCOMMODATE THE NEW ANTENNA �i SUBMITTALS - -< 1 11 REV. DATE DESCR<PipN BY ' f. , _ - 'f A 11/23/15 PRELIM COS DH EXISTING (1) FIBER CABLE TO EXISTING`' NEW (2) FIBER CABLE TO NEW DC SURGE PROTECTOR I� .;; „ n ,, ., - DC SURGE PROTECTO p- 0 03/25/16 OWE CDS JM t a �I .�; # 1 07/25/16 TOWER MOD JM - _ ' 111 ri ,. mss. " o EXISTING (2) 48V POWER CABLES _ , NEW (4) 48V POM( J L'-,- : ,, ;x�g».. x '. ., .*},, ,�.. - a I ice' MI xmss, TO EXISTING I . r- ;s g DC SURGE PROTECTOR �1 :<. # _ €"R CABLES TO NEW DC , 8 I; r SURGE PROTECTOR ',1 1 - t r,-:,Ir to ■ ' - $4 .. ,... ! if-71? : d„ �. . _ Q Q �+t � 10109744 a.r ,,, .... c .., r¢. _::.,... -. :°z Q Q DRAWN BY: k ' .. yam , , . . � „ U .t", . .. °- r� �.., aS �5 ':� CURRENT ISSUE DATE�iY x iFi ExISTING b o o 07/25/16 CHAINLINK FENCE EXISTING GPS ANTENNA m b EXISTING EXISTING GPS ANTENNA tO ^ °O CHAINLINK FENCE » _. o • r )S641-Ac , /� 3 till' �uo'l1 ,►�1�� �:a ] 1 . .13- ���� v. .. .. .. .. k�'\ �`�►���'Q �`W• 1 T I.`.,. Ile I W W �V 1.4 i �. r, 1'1 ,�i. ') 86899'EV� � � � ` � � � — = — '1�a, ; �� ��' ` a 1 ,�1 �1 \I-, ! kid 1 *. - - - , • Wit' 1 i � x � � � � � X d el i X :� 216 8. j 141 �►' 4qE. MN� 3 W , I 1•,, �M,' /�i` a GRADE (REF) I 4136 GRADE (REF) • i?'.` THE @7ply g e?CFAEN1 s :sys, 91111, 0' 0" (ASSUMED) ' ' ' , 0'-0' ASSUMED) TET S DOCUMENTS IS PROPRETARY BY NATURE ANY USE OR DISCLOSURE OTHER TWW THAT WHICH RE3ATES TO ATkT MOBILITY IS STRICTLY _� PROHIBITED. FOR GROUND EQUIPMENT, _ SEE A-1 SHEET TITLE: 7 NON AT&T EQUIPMENT NOT SHOWN FOR CLARITY; NON—AT&TSHOWN EQUIPMENT ELEVATIONS NOT FOR CLARITY SHEET NUMBER: REV. 11.x1r 1... i!2 EXISTING SOUTH ELEVATION 2 ;;.x;;. 1" 1/2' PROPOSED SOUTH ELEVATION 1 A-4 1 PROPOSED COAX CONFIGURATION AND SCHEDULE REDS DATED 7/25/16 POS OF ELEC MECH. NUMBER OF COAX -, SECTOR A AZIMUTH RAD CENTER ANT VENDOR MODEL TILT TILT RET TMA RRH COAX COAX 4 LENGTH DIPLEXED 1. TOWER ANTENNA DESIGN AND ANALYSIS BY 4 % LTE WCS/700/850 40' 70'-0 05 COMMSCOPE RV4PX31 OR-V2 D/0'/0' 0' YES NONE 4 2 FIBER 115 YES 2 CROWN CASTLE DATE 6/3/16. TOWER OWNER ` AWS ( ) �-"f at&t UMTS 850/1900 40' 60'-0' A6 COMMSCOPE RV4PX31OR-V2 67670' 0 YES (1)TT19-OBBP111 1 2 FIBER 115 YES (2) MOBILITY LTE 1900RESPONSIBLE FOR REVIEW OF PROPOSED . ANTENNAS. `^ "' ' 2. PLANT PROPOSED ANTENNAS TO MATCH EXISTING (WHEN APPLICABLE). AT&T MOBILITY CORP. POS.OF ELEC. MECH. NUMBER OF COAX 3. CONTRACTOR TO VERIFY RF DATA WITH 19801 SW 72ND AVE.,STE.200 SECTOR B AZIMUTH RAD CENTER VENDOR MODEL RET TMA RRH COAX 9} DIPLEXED VELOCITEL CONSTRUCTION MANAGER AND/OR RF ANr. TILT TILT coax LENGTH TUALATIN,OR 97062 LTE WCSS/700/850 120' 70-0' B5 COMMSCOPE RV4PX310R-V2 1'/7710' YES NONE 4 2 FIBER 115 YES (2) ENGINEER PRIOR TO CONSTRUCTION UMTS 850/1900 120' 60'-0' B6 OOMMSCOPE RV4PX310R-02 6'/6'/1' 0' YES (1)TT19-08BP111 1 2 FIBER 115 YES (2) LTE 1900 ..... • /- - FDH VELOCITEL POS.OF ELEC. MECH. NUMBER OF COAX ENGINEERING INNOVATION SECTOR C AZIMUTH RAD CENTER ANT VENDOR MODEL TILT TILT RET TMA RRH COAX COAX LENGTH DIPLEXED LTE WCS/700/850 _AWS: 710' 70'-0" CS COMMSCOPE RV4PX310R-V2 37773' 2' YES NONE 4 2 FIBER 115' YES (2) 4004 KRUSE WAY PLACE UMTS 850/1900 210' 60'-0" C6 COMMSCOPE RV4PX31 pR-V2 8'/4'/3' 2' YES (1)TT19-08BP 117 1 2 FIBER 115' YES (2) LTE 1900 BLDG'4004,SUITE#220 .._._ 97035 '/ 503-636-2500(MAIN) / 503-636-2501 (FAX) • NOTES: SITE ID: PW11 DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF REDS WASHINGTON SECTOR SECTOR SQUARE ALPHA ALPHA 9585 SW SQUARWASHINGTON TON ROAD STIGARD,OR 97008 °O F PROJECT: .\°)c) �� NEW TRI SECTOR VEXSTNG ISSUED PMLTE 3C/4C/5C EXISTING DC SURGE (T) EACHEACH RADANTENS EOTR 700, 1900, RRHsPROTECTOR (SQUID) c ,'DDtP STACKED ON NEW PIPE MOUNT FINAL TO REMAIN 5 (1) EACH PER SECTOR (2) TOTAL SUBMITTALS J���' bP PROPOSED 850, AWS RRH UNITS REV. DATE EXISTING 700 RRH P� STACKED ON NEW PIPE MOUNT DESCRIPTION BY (1) EACH PER SECTOR (3) TOTAL O EXISTING LTE/GSM ANTENNA, (1) EACH SECTOR (2) TOTAL A 11/23/15 PRELIM CDS DR TO REMAIN �•1 ` (1) PER SECTOR, (1) TOTAL 0 03/25/16 FINAL CDS JM eg011 EXISTING DC SURGE � TO BE REMOVED tPROTECTOR (SQUID) t 07/25/16 TOWER MOD JM A ;1 EXISTING LTE ANTENNA, '`�"'�� EXISTING LTE ANTENNA, . NEW LTE ANTENNA, (1) PER SECTOR, (1) TOTAL ` LL TO BE REMOVED °o S (1) PER SECTOR, (1) TOTAL 7,9'Pe (1) PER SECTOR, (3) TOTAL _ c'.) J�� _S(43.0 F° TO BE REMOVED .v Q !? °O B. °Pti� RAD �cs titie c• ee RAD a4),v ''. _� CENTER �'0. <9 y,\ -- CENTER �`-4, 4,, -, 701 y FA': 10109744 DRAWN 9Y: B/J SECTOR CHECKED BY: If '1 1 ALPHA SECTOR SECTOR CURRENT ISSUE DATE; SECTOR SECTOR I BETA ALPHA 1 07/25/16 GAMMA BETA °°\$�° SECTORST cP GAMMA P\'\9 1 11 EXISTING TMA, J�` ,DO ,V\�J / '../1!..\,_G. S' j• ` (2) PER SECTOR, (6) TOTAL F- o P NEW TRI SECTOR •J P,1 �� 3 TO BE REMOVED �c ,\`)°P°° ANTENNA MOUNT 'P c� �S CSC'I S GSA F�� (1) THIS RAD CENTER 5`��' 4G4. /, 868VII 99..E a EXISTING 1900 RRHilltillimolliktr4111414EXISTING TMA, EACH PER SECTOR (3) TOTAL (1) EACH PER SECTOR (3) TOTALP (1) TO REMAIN (1) PER SECTOR, (3) TOTAL � 1 STACKED ON NEW PIPE MOUNT> OREe•N EXISTING UMTS/GSM ANTENNA, ti a (1) PER SECTOR, (3) TOTAL ♦�� NV /�"6 ' ej./'i TO RE REMOVED 1116� EXISTING TMA, i`H oo\9) ,p, /� cSF� TO REMAIN PER NEW (3) TOTAL NEW LTE ANTENNA, 9CP r, s 9�qN E. MON-t 3 \o °off J�� qti B° (1) PER SECTOR, (3) TOTAL �0A .4+, e SA., J�°'��°P RAD ti9,—�s rs d vti`� ""' ,�4 ��,,�, „ �CdaAONEb 1N THIS G P� 2O' ° 9°Oi ' �G J rl'N RAD !� I PROPfSET�bETNC'(BY IIANRE. M USECRENTS A �O' �� CENTER 9�i 6'S I a mi DISCLOSURE OTHER THAN THAT WHICH P��� 62' �yTy ° + gj�°' � CENTER r/� 19p0 ��AT&T M09uTY IS STRICTLY 60' `'A 0.• SECTOR Lii;s4Jc:Ali" Ale-Ain �� ANTENNA SECTOR SECTOR SECTOR CONFIGURATIONS GAMMA BETA V GAMMA BETA SHEET NUMBER REV. 11-x17 �NTS EXISTING ANTENNA CONFIGURATION p 2 ;;-<;;• rs PROPOSED ANTENNA CONFIGURATION 1 R F- 1 1 SYMBOL DESCRIPTION GENERAL GROUNDING NOTES; w. A ® COPPER GROUND ROD - at&t 1. GROUNDING SHALL BE INSTALLED 6" BELOW FROST DEPTH OR 30" BELOW {� r ''' ® TEST WELL GRADE, WHICHEVER IS GREATER. CONFIRM FROST DEPTH WITH JURISDICTION. ?,R,� MOBILITY ® CADWELD CONNECTION 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDmONS. AT&T MOBILITY CORP. ® GROUND BAR 19801 SW 72ND AVE.,STE.200 3. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC TUALATIN,OR 97062 MECHANICAL CONNECTION COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR / HELD VERIFY & TE INTO GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT 1 \////' EXISTING GROUNDING STSILM FROM TOWER OR POLE USING MFR'S PRACTICES. FDH VELOCITEL) 4. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ENO INEERINO INNOVATION ABOVE GROUND. 4004 KRUSE WAY PLACE SECTOR 5. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND BLDG.4004,SUITE#220 ALPHA OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T REPRESENTATIVE. LAKE OSWEGO,OR 97035 503-636-2500(MAIN) 6. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION 503-636-2501 (FAX) AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 7. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING 1 SITE ID: PW11 P SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY \,0yo,1, REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO WASHINGTON .P o00 NEW (2) DC SURGE DOCUMENT ALL CADWELDS AND GROUND RING SQUARE 5F. , PROTECTORS 8. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING 9585 SW WASHINGTON pTc (SQUID) GROUNDING SYSTEM DUE TO SITE SOIL CONDFONS. SQUARE ROAD _ NEW 850, AWS RRH TIGARD,OR 97008 r ;,...-,..'1? (1) EACH PER SECTOR (3) TOTAL ) EXTEND PIPE AND MOUNT ON GENERAL ROD NOTES (WHERE APPUCABL.E): PROJECT: rJ Y 1‘), ; BOTTOM LTE 3C/4C/5C =,� 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE "S It- J THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, ISSUED FOR: ,,Ab- s NEW LTE ANTENNA, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE ILSI. FINAL •G\'P, V / . (1) PER SECTOR, (3) TOTAL THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO c2. 00 • LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO SUBMITTALS C���g�4J` RAD ��O l� SHOW THE PLATEAU. REV. DATE DESCRIPTION BY $3 S 2. 2 POINT GROUND TEST OR 3 POINT 62% ItSIS WILL NOT BE ACCEPTED A 11/23/15 PRELIM CDS DH 1�p��'L CENTER 2° �97ys AS ALTERNATIVES TO THE AFOREMENTIONED GROUND TESTS. TEST SHALL BE 0 03/25/16 FINAL CDS JM lc' ,.5' PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM 1 07/25/16 TOWER MOD JM p 70 Gj�, GRIDS AND EXISTING COMMUNICATIONS FACILITY. L SECTOR SECTOR BETA GAMMA SECTOR ( FA/: 10109744 ALPHA DRAWN BY: ## i CHECKED BY: ..- pp 1 i 9 3 CURRENT ISSUE WE: 0hoV\ ,07/25/16 j r \ -^\�'‘ STAMP: 5, '4c,c /� ` cO Eye NEW LTE ANTENNA,- v", NEW WCS RRH 3 (1) PER SECTOR, (3) TOTAL e (1) EACH PER SECTOR (3) TOTAL 7 c�:.":"G L AN , f r ET J ,,1 ^'' LI c: 86899FE la ,'A ' //.5`.° � ', OREGON bo4 /' ( Pa � vy � 9A, �. y� tis yqN- .) RAD N E. Mo .c til 20, 8S° 5�°• `'' CENTER �4. '900 THE MPOItM1TION`!'tNITAMaiN IRIS 60' `1,>y SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHEN i RELATES TO AT&T MOBILITY IS STRICTLY SECTORSECTOR PROHIBITED.II . a GAMMA SHEET BETA -- ,,,,,,.71 s.41 GROUNDING ' ' PLAN SHEET NUMBER: REV. F, 22'x34'SCALE: N.T.S. 1l 17-SCALE: N.T.S. ANTENNA GROUNDING PLAN 1 -1 1