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Plans a OFFICE CL ill r ►If , , VALIDITY OF PERMIT ES THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION Tower Engineering Solutions DOCUMENTS AND OTHER 132C GREENWAY DRIVE, SUITE 600 DATA SHALL NOT PREVENT R(9G, TX 7503a MODIFICATION AND DESIGN PH (972) a83_Dew THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 DRAWINGS FOR EXISTING ANTENNA MOUNTS verizon EXISTING MONOPOLE TOWER JOB MO: 10047417 CUSTOMER SITE NC. PROPOSED CARRIER: VERIZON 163006-VZW CUSTOMER SITE NAME TOWER OW\ER: CROWN CASTLE / TOWER OWNER SITE #: 874140 CASCADE 1 CROWN COLLODE ALT ADE CARRIER SITE #/\AVE: 163D06-VZW / CASCADE - POR CASCAE ALT 1 CROWN COLLO t0185SWCASC TIGARO, OR 9722323 L Ep PROF. ..._ ._al .•i ' RED COORDINATES (LATITUDE: 45.446528°, LONGITUDE: -122.783478 ) V 5 iNE 'o f, . , 1 r. 1 , uCade F �t�tt c� .. Specialty _vim z OFFICE COPY �. , OR GON -0- xOlsfi :'.,r+crato CITY OF TIGARD �'� o°as : Sp 1;.1n�COnarBteFrame FUZE ID # 16230328 A �t�,,.2 `-� R�•t,tt;,;., estressing Steel Tendons REVIEWED FOR CODE COMPLIANCE `�, r1� �4/WEI KO q i a AA�roved:�.� EXPIRES: 7F1rjf 12( 'Y1:G=�,'::!' Permit#: ,,,'---<�� A.� --r t i 'v� u 1 - � J 0 DRAWN BY GA CHECKED BY: TP/HR -n in t._t , r:,: Address: 1 ' 73 S St.✓ `� FEY. DESGRRhCiv Br DATE 1 - f to Suite#: FIRST ISSUE GA 05/O7/07/21 , , - By: j f{ Date: "7-,�— Z.1 I n0 j materials L�l �r., -- SHEET TITLE: i Contractor PMI Requirements SHEET SHEET TITLE REV , a :-aia.;rt and Filling T-1 TITLE SHEET 0 TITLE SHEL I o l PMI Accessed At https://pmi.vzwsmart.com BOM BLL OF MATERIALS 0 o [ Smart Tool Vendor Project GN-1 GENERAL NOTES 0 [ «. 10047417 A-1 ANTENNA MOUNT MODFICAT1ON DETALS 0 This di-owing/document is the property ar c p __ Number Tower Engineering Solutions, LLC Information c A-2 ANTENNA MOUNT PHOTOS 0 .,-,-�,�._ contained herein is considered confidential in w VzW Location Code (PSLC) 163006 D-1 STANDARD DETALS 0 nature and is to be used only far the cp SAF-1 SAFETY CABLE 0 specific sae that was intended for. c Reproduction, transmission, publication or `•r *** PMI and Requirements also embedded in Mount Analysis v2WSMART-MSKB BACK TO BACK CROSSOVER disclosure by ony method is prohibited t NOTE: except try express written permission Ham Report PKBK£NG-01-R1 PERFECT VISION MONOPOLE KICKER BRACE KIT Tower Engineering Solutions, LLC. Without exception, the information on this c 1. THE MODIFICATON DRAWINGS ARE BASED ON THE drawing/doormen! remains the property of o TES PROJECT NO. 10037297, DATED 02/20/2021. VzW APPROVED SMART KIT VENDORS Tower Engineering Solutions. LLC, SHEET NUMBER: REV #: em Refer to Mount Modification Drawings Page for T_ 1 0 VzW SMART KIT Approved Vendors BILL OF MATERIALS QUANTITY QUANTITY i PIECE '' T /Il COUNTED PROVIDED PART NUMBER DESCRIPTIONS SHEET LIST WEIGHT WEIGHT(LB) NOTES (LBS) ES MATERIAL&HARDWARE 4 4 VZWSMA RT-MSK6 BACK TO BACK CROSSOVER A-1,VZWSMART-MSK6 34.0 136.0 Galvanized Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: (972) 483-0607 verizon TES JOB NO: 10047417 — CUSTOMER SITE NO: 163006—VZW CUSTOMER SITE NAME: CASCADE — POR CASCADE ALT 1 CROWN COLLO FOLLOWING ITEMS ARE"CUSTOM"PARTS 8 8 PST2375-4 2"PST(2.375"O.D.X 0.154"THK)X 4'-0"A53 GR-B 35KSI A-1 15.07 120.6 GALVANIZED 10185 SW CASCADE TIGARD, OR 97223 1 1 PV-PKBK-4-M PERFECT VISION MONOPOLE KICKER BRACE KIT A-1 903.00 903.0 GALVANIZED 8 8 L331875-10 L 3"X 3"X 3/16"X 10'-0"A36 A-1,D-2 38.11 304.9 GALVANIZED(FINAL CUT LENGTH TO BE DETERMINED IN FIELD) 2 2 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) D-1 0.00 0.0 GALVANIZED DRAWN BY:GA CHECKED BY: TP/HR RRE�EV. DESCRIPTION BY DATE A\FIRST ISSUE GA 05/07/21 A A A TOTAL WEIGHT(LBS)= 1464.4 A\ VzW Mount Modification Kits-Approved Vendors SHEET TITLE: c_) PerfectVision Metrosite Fabricators,LLC Sabre Industries Inc BILL OF MATERIALS g Contact: Wireless Sales wirelesssales@perfect-vision.com Contact: Kent Ramey kent@metrositellc.com Contact: Angie Welch akwelch@sabreindustries.com 0 Phone Number 844.887.6723 Phone Number (0)706.335.7045 (M)706.982.9788 Phone Number 866.428.6937 cn Website www.perfect-vision.com Website metrositefabricators.com Website www.sabresitesolutions.com This drawing/document is tre property of �' Tower Engineering Solutions, LLC. Information 'c contained herein is considered confidential in nature and is to be used only for the 'o, specific site that it was intended for. w SiteProl CommScope Reproduction, transmission, publication or disclosure by any method is prohibited iu Contact: Paula Boswell paula.boswell@valmont.com Contact: Salvador Anguiano Salvador.Anauiano@commscope.com except by express written permission from it Phone Number 972.236.9843 Phone Number 817.304.7492 Tower Engineering Solutions, LLC. Without exception, the information on this N Website www.siteprol.com Website www.commscope.com drawing/document remains the property of CN Tower Engineering Solutions, LLC. L SHEET NUMBER: REV : The manufacturers listed are the only approved vendors for the VzW Mount Kits. Each manufacturer will be aware of which kits have been through the VzW approval process and they are in turn approved to sell. Please note that the material utilized on the mount 3 0 N 0 C' modifications will be reviewed as a part of the Desktop PMI completed by the SMART tool vendor. It will be required that the VzW kits specified are utilized in the modification. GENERAL NOTES ill If /1 1. ALL WORK SHALL COMPLY WITH THE ANSI/TIA-222-H, ANSI/ASSP A10.48, 2019 OREGON STRUCTURAL SPECIALTY CODE, AND ANY TABLE 8.2 NUT ROTATION FROM SNUG-TIGHT OTHER GOVERNING BUILDING CODES AND OSHA SAFETY REGULATIONS. CONDITION FOR TURN-OF-NUT PRETENSIONING°'b IES2. ALL WORK INDICATED ON THE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN TELECOMMUNICATIONS TOWER, POLE AND FOUNDATION CONSTRUCTION. DISPOSITION OF OUTER FACE OF BOLTED PARTS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL MISCELLANEOUS PARTS (SUCH AS SHIMS), TEMPORARY SUPPORTS, AND GUYINGS, ETC., PER ANSI/ASSP A10.48, TO COMPLETE THE ASSEMBLY AS SHOWN IN THE DRAWINGS. BOLT LENGTFF BOTH FACES ONE FACE NORMAL TO BOTH FACES SLOPED 4. CONTRACTOR SHALL PROCEED WITH THE INSTALLATION WORK CAREFULLY SO THE WORK WILL NOT DAMAGE ANY EXISTING CABLE, NORMAL TO BOLT AXIS, OTHER NOT MORE THAN 1:20 Tower Engineering Solutions EQUIPMENT OR THE STRUCTURE. SLOPED NOT MORE THAN FROM NORMAL TO BOLT 320 GREENWAYDRIVE, SUITE 600 5. THE USE OF GAS TORCH OR WELDER, ARE NOT ALLOWED ON ANY TOWER STRUCTURE WITHOUT THE CONSENT OF THE TOWER BOLT AXIS 1.20d AXIS d IRVING, TX 75038 OWNER. NOT MORE THAN PH: (972) 483-0607 6. GENERALLY THE CONTRACTOR IS RESPONSIBLE TO CONDUCT AN ONSITE VISIT SURVEY OF THE JOB SITE AFTER AWARD, AND 4db 1/3 TURN 1/2 TURN 2/3 TURN REPORT ANY ISSUES WITH THE SITE TO TES BEFORE PROCEEDING CONSTRUCTION. 7. IT IS THE RESPONSIBILITY OF THE GC TO VERIFY THAT THERE IS NO INTERFERENCES (WITH SAFETY CLIMB BRACKETS, TRANSMISSION MORE THAN 4db LINES, ETC.) PRIOR TO MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. BUT NOT MORE 1/2 TURN 2/3 TURN 5/6 TURNTHAN 8. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING W 972-483-0607 OR 8db verizon EMAIL-TESORDERSOTESTOWER.US MORE THAN 8db BUT NOT MORE 2/3 TURN 5/6 TURN 1 TURN FABRICATION THAN 12db 1. ALL STEEL SHALL MEET OR EXCEED THE MINIMUM STRENGTH AS SPECIFIED IN THE DRAWINGS. IF YIELD STRENGTH WAS NOT NOTED °NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) TES JOB NO: IN THE DRAWINGS, CONTRACTORS SHALL CONTACT TES FOR DIRECTION. 10047417 2. ALL FIELD CUT EDGES SHALL BE GROUND SMOOTH. ALL FIELD CUT AND DRILLED SURFACES SHALL BE REPAIRED WITH A MINIMUM BEING TURNED. FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS, THE TOLERANCE IS PLUS OR MINUS 30 DEGREES; FOR REQUIRED NUT ROTATIONS OF CUSTOMER SITE NO: OF TWO COATS OF ZINGA COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 2/3 TURN AND MORE, THE TOLERANCE IS PLUS OR MINUS 45 DEGREES. 163006-VZW CUSTOMER SITE NAME: WELDING b APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP IS STEEL. CASCADE - POR CASCADE ALT 1. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS °WHEN THE BOLT LENGTH EXCEEDS 12db, THE REQUIRED NUT ROTATION SHALL BE 1 CROWN COLLO WELDING CODE D1.1. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNO. (E70XX UNLESS DETERMINED BY ACTUAL TESTING IN A SUITABLE TENSION CALIBRATOR THAT 10185 SW CASCADE NOTED OTHERWISE). SIMULATES THE CONDITIONS OF SOLIDLY FITTING STEEL. TIGARD, OR 97223 2. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING APPROX. 0.5" BEYOND THE PROPOSED FIELD WELD SURFACES. d BEVELED WASHER NOT USED. 3. ALL WELDS SHALL BE INSPECTED VISUALLY. A MINIMUM OF 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. 100% OF WELDS SHALL BE INSPECTED IF DEFECTS ARE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004 FOUND. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS 4. WELD INSPECTIONS SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. 5. AFTER INSPECTION, ALL FIELD WELDED SURFACES SHALL BE REPAIRED WITH A MINIMUM OF TWO COATS OF ZINGA COLD INSTALLATION TORQUE REQUIRED FOR HOLLO BOLTS AND AJAX BOLTS: GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 1. HB12 HOLLO BOLT: 59 FT-LBS BOLTED ASSEMBLIES AND TIGHTENING OF CONNECTIONS 2. HB16 HOLLO BOLT: 140 FT-LBS 3. HB20 HOLLO BOLT: 221 FT-LBS 1. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 4. M20 AJAX BOLT: 280 FT-LBS. OR A490 BOLTS AS APPROVED BY THE RCSC. 2. FLANGE BOLTS SHALL BE TIGHTENED BY THE AISC "TURN-OF-THE-NUT" METHOD. THE FOLLOWING TABLE SHOULD BE USED FOR FIELD HOT WORK PLAN NOTES: THE "TURN-OF-THE-NUT" TIGHTENING. 3. SPLICE BOLTS AND ALL OTHER BOLTS IN BEARING TYPE CONNECTIONS SHALL BE TIGHTENED TO A SNUG-TIGHT CONDITION. FOLLOWING GUIDELINES SHALL BE COMPLIED WITH: 4. THE SNUG-TIGHT CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED BY EITHER A FEW IMPACTS OF AN IMPACT WRENCH OR THE 1. CONTRACTOR'S RESPONSIBILITY TO COMPLETE A HOT WORK PLAN IF AWARDED PER CUSTOMER DRAWN BY:GA CHECKED BY: TP/HR FULL EFFORT OF AN IRONWORKER WITH AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. SPECIFICATIONS GUIDELINES FOR WELDING, CUTTING & SPARK PRODUCING WORK. 5. HB HOLLO-BOLT SHALL BE INSTALLED PER ICC ESR-3330 INSTRUCTIONS. 2. HAVE A FIRE PLAN APPROVED BY THE CUSTOMER AND THEIR SAFETY MANAGEMENT DEPT. REV. DESCRIPTION BY DAIS 3. CONTRACTOR MUST OBTAIN THE CONTACT INFO OF THE LOCAL FIRE DEPARTMENT AND THE 911 A FIRST ISSUE GA 05/07/21 VERIFICATION AND INSPECTION ADDRESS OF THE TOWER SITE BEFORE CONSTRUCTION. 4. CONTRACTOR SHALL MAKE SURE THAT CELL PHONE COVERAGE IS AVAILABLE IN THE TOWER SITE. IF 1. IF APPLICABLE, VERIFICATION INSPECTION TO BE PERFORMED SHALL BE IN ACCORDANCE TO IBC-2018 SECTION 1705.2 FOR STEEL CELL COVERAGE IS NOT AVAILABLE, AN IMMEDIATE AVAILABLE MEANS OF DIRECT COMMUNICATION WITH CONSTRUCTION AND TABLE 1705.3 FOR CONCRETE CONSTRUCTION. THE FIRE DEPARTMENT SHALL BE DETERMINED PRIOR TO CONSTRUCTION START. L 5. ALL CONSTRUCTION SHALL BE PERFORMED UNDER WIND SPEED LESS THAN 10 MPH ON THE GROUND A LEVEL. IF WIND SPEED INCREASE, CONTRACTOR MUST DETERMINE IF CONSTRUCTION SHALL BE SHEET TITLE: DISCONTINUED. 6. FIRE SUPPRESSION EQUIPMENT MUST BE MADE AVAILABLE ON SITE AND READY TO USE. v 7. CONTRACTOR SHALL ASSIGN A FIRE WATCHER TO PERFORM FIRE-FIGHTING DUTIES. GENERAL NOTES 8. ALL WELDERS SHALL BE AWS OR STATE CERTIFIED. THEY MUST ALSO BE EXPERIENCED IN WELDING ON 2 GALVANIZED MATERIALS. 0 9. IF IT IS POSSIBLE, ALL EXISTING COAX NEAR WELDING AREA SHALL BE TEMPORARILY MOVED AWAY cn FROM THE WELDING AREA BEFORE WELDING THE PLATES. This drawing/document is the property of s 10. PLEASE REPORT ANY FIELD ISSUE TO TES © 972-483-0607. Tower Engineering Solutions, LLC. Information '� contained herein is considered confidential in nature and is to be used only for the v, specific site that it was intended for. C w Reproduction, transmission, publication or disclosure by any method is prohibited v` except by express written permission from o Tower Engineering Solutions, LLC. Without exception, the information on this <v drawing/document remains the property of oN Tower Engineering Solutions, LLC. SHEET NUMBER: REV #: v o G\- 1 0 SCOPE OF WORK = 11 ,1 I, ri O INSTALL NEW VZWSMART BACK TO BACK CROSSOVER, (1) PER SECTOR. SEE SHEETS - VZWSMART-MSK6 AND D-1 FOR DETAILS. rr,, _-- °��" ES OA INSTALL NEW 2' PST (4—0 LONG) RAYCAP MOUNT PIPE AS SHOWN, (2) PERy -- SECTOR. SEE SHEET D-1 FOR DETAILS, se Tower Engineering Solutions B. RELOCATE ALL EXISTING RAYCAPS TO NEW RAYCAP MOUNT PIPES. /`J �� 320 GREENWAY DRVE, SUITE 600 J IRVING, TX 75038 33 A. REMOVE EXISTING RAYCAP COLLAR MOUNT AND STAND OFF TO ACCOMMODATE THE I PH: (s7z) 483-0607 INSTALLATION OF NEW PERFECT VISION MONOPOLE KICKER BRACE KIT. SEE t I PHOTO 2 ON A-2 SHEET. m B. INSTALL NEW PERFECT VISION MONOPOLE KICKER BRACE KTT (PV—PKBK-4—M). It. ��'�O� SEE SHEET PKBK—ENG-01—R1 FOR DETAILS. NOTE: 1 USE PROVIDED LONGER ANGLE (L331875-10), IF ANGLE FROM KIT IS TOO SHORT. © v+v FIELD CUT AND TRIM TO MATCH REQUIRED LENGTH. `11 Pa. {r� '� © I { f "',-� TES JOB N0: NOTE: .,/,,,,; 1 f # 1e `' 10047417 FIELD CUTTING AND HELD DRIWNG MAY BE NECESSARY TO ACHIEVE THE r D-1 / ,,,1 I Y_ CUSTOMER SITE NO: REQUIRED DIMENSIONS MATCH WITH PERFECT VISION MONOPOLE KICKER BRACE KIT. • .- -- _� i / 1 �1 \ I fa,` 163006—VZW L T -• j}"`� � #- {', ., / CUS-OMER SITE NAME: O4 INSTALL NEW SAFETY CLIMB GUIDES TO PREVENT EXISTING SAFETY CLIMB FROM RUBBING4 y ` , , 7. " U .� I 1 r � - CASCADE POR CASCADE ALT AGAINST NEW AND EXISTING COLLAR MOUNTS. SEE SHEET SAF-1 FOR DETAILS. ( f -~- f/ I 1 1 CROWN COLLO r OTHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN—UP, REMOVAL AND DISPOSAL ! - fl -' f 4 T \ �" 10185 SW CASCADE OF EXCESS MATERIALS USED AND REMOVED FROM THE STRUCTURE AT THE COMPLETION — T nGARO, OR s7zz3 : _____...:::::: ; OF THE PROJECT. / . / ©' I _ _ _ gym 0 1l . /..., E. . Y ------441. r. ■ O t it 0 • , , `rk,ir= 1 '1 ♦ . I s l! + .r 'J Or IIIJJJllljjj ie M� s! .� r 6 ,.' 1 1) .1_ , EXISTING ANTENNA MOUNT _-- .- J s• © 75' ELEV. . �- -r7 k `°ter +�tIrve '�"�- DRAWN BY:GA CHECKED BY: TP/HR "a'CS °y , h ATE REV. DESCR PEON BY DATE i�?i'"`H ' +; '+ " .. X 7IRST ISSUE GA 05/07/21 pA 1f 4 U a r. A A PHOTO 1 A ISOMETRIC VIEW SHEET TITLE: 1. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THERE IS NO EXISTING ANTENNA MOUNT 75' ELEV. ANTENNA MOUNT INTERFERENCES WITH (PORT HOLES, SAFETY CLIMB BRACKETS, TRANSMISSION LINES, ETC.) PRIOR TO MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. MODIF CATION DETA LS ,S 2. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING 0 972-483-0607 OR EMAIL-TESORDERSOTESTOWER.US U' This drawing/document is the property of ci' Tower Engineering Solutions, LLC. nformation NOTES: contained herein is considered confidential in nature and is to he used only for the P 1. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS AND/OR ANY OTHER specific site that it was intended for. w MEMBERS WHERE OBSTRUCTION WITH THE PROPOSED MODIFICATION MAY OCCUR. Reproduction, transmission, publication or disclosure by any method is prohibited 3 2. WHEN FIELD CUTTING AND DRILLING ANGLES, USE SAME GAGE LINES AND EDGE DISTANCES except by express written permission from Tower Engineering Solutions, LLC. Without 1- AS INDICATED ON SHOP CUT AND DRILLED ENDS. ITEM exception, the information on this o NO. QTY. PART NO. DESCRIPTIONS drawing/document remains the property of N 3. APPLY (2) COATS OF ZINGA COLD GALVANIZING COMPOUND AS PER THE MANUFACTURER'S Tower Engineering Solutions. LLC. SPECIFICATIONS TO ALL FIELD CUT AND DRILLED AREAS. 1 a VZWSMART-MSK6 BACK TO BACK CROSSOVER SHEET NUMBER: REV N: so 2 8 PST2375-4 2"PST(2.375"O.D.X 0.154"TH K)X 4'-0"A53 GR-B 35KSI 4. MEMBERS IN BLUE COLOR ARE NEW REINFORCEMEN S. 3 1 PV-PKBK-4-M 'PERFECT VISION MONOPOLE KICKER BRACE KIT A- 1 3 cD 4 8 L331875-10 L 3"X 3"X 3/16"X 10'-0"A36 REMOVE EXISTING RAYCAP COLLAR MOUNT AND STAND OFF TO ACCOMMODATE THE INSTALLATION '( �'' OF NEW PERFECT VISION MONOPOLE KICKER BRACE KIT. ., „. \ I ES , , • �' Tower Engineering Solutions ' _ ---- ---� 1320 GREENWAY DRIVE, SUITE 600 \''\ - '`� IRVING, TX 75038 . - , , _ • rt * .. v „ PH: (972) 483-0607 fin. t$ y, "�., '.. ,qr, -.,�� <'; 42 . -,,,,- - 1 ! '., .' '' IVA11.-NIAI.,. - ' ._ ,,. „ verizonii 3 st 1✓ TES JOB NO: \ r a 1 t 10047417 .I .5 1 «' - -`" CUSTOMER SITE N0: 071, `a 163006—VZW `'— .. J YI ,�h, a. CUSTOMER SITE NAME: ` ; i —. CASCADE POR CASCADE ALT 4 . ; I 1 CROWN COLLO ilk< 1 4 - 10185 SW CASCADE ..._ i. ( ! ! + l ,,�rFT ]' e. . TIGARD, OR 97223 PHOTO 1 PHOTO 2 RELOCATE ALL EXISTING RAYCAPS TO NEW RAYCAP INSTALL NEW SAFETY CLIMB GUIDES TO PREVENT EXISTING SAFETY MOUNT PIPES. CLIMB FROM RUBBING AGAINST NEW AND EXISTING COLLAR MOUNTS. SEE SHEET SAF-1 FOR DETAILS. :_diggaggiiiitir ggqyyy: jJ ;� \ r\ any 1 r q s ;- M _ \ \ - DRAWN BY:GA CHECKED BY: TP/HR " '' ,w Y REV. DESCRIPTOR BY DATE 1 : - FIRST ISSUE GA 05/07/21 u �. — A _ ', / i � .+; xg, f w ' ` + SHEET TITLE: yi iM — a ANTENNA MOUNT) ' _ • PHOTOS • This drawing/document is the property of �' '�, _.---.--1 „ Tower Engineering Solutions. LLC. n formation u di , "� " 7` -�'. contained herein is considered confidential in �, • . . , ; w nature and is to be used only for the .� ir r L `� specific site that it was intended for. w ,^, ,�7 % Reproduction, transmission, publication or -.; j A disclosure by any method is prohibited 3 - ' k :, }°`4, except by express written permission from T~ PHOTO 4 exwer ception, the informationson this Without PHOTO 3 o drawing/document remains the property of REMOVE EXISTING RAYCAP COLLAR MOUNT AND N; Tower Engineering Solutions, LLC. STAND OFF TO ACCOMMODATE THE INSTALLATION EXISTING RRUS/EQUIPMENT MAY BE RELOCATED SHEETNUMBER: REV #: 0 OF NEW PERFECT VISION MONOPOLE KICKER ALONG THE MEMBER TO ACCOMMODATE THE _ r� O 0. BRACE KIT. INSTALLATION OF NEW MOUNT MODIFICATION L 3 -.., III r ,,, . . „..,,,,9,, (1j'' 3" 7, Tower En utions t'''''' NEW PERFECT VISION COLLAR MOUNT OP /SEE SHEET PKBK60ENG-01-R1 FOR DETAILS E S gineering Sol 1320 GREENWAY DRIVE, SURE 600 �� w IRVING, TX 75038 J C PH: (972) 483-0607 lom lip iillk EXISTING COLLAR MOUNT • / NEW PERFECT VISION KICKER BRACE KIT verizon \ / (PART# PV-PKBK-4-M), SEE SHEET 4 �* \ / PKBK-ENG-01-R1 FOR DETAILS I) n G, a tj 1 �j i+x / TES JOB NO: I �, �� in Os 10047417 CUSTOMER SITE NO: \ 163006 VZ EXISTING T-ARM. CUSTOMER SITE NAME: —EXISTING SUPPORT CASCADE — POR CASCADE ALT II A ARM 1 CROWN COLLO 11�Ali \ 10185 SW CASCADE ' r TIGARD, OR 97223 ! ___ .. NEW VZWSMART BACK TO BACK II= CROSSOVER KIT. SEE SHEETS A-1 AND VZWSMART-MSK6 --__- FOR DETAILS NEW 2.375" 0.D. RAYCAP _._ J MOUNT PIPE. SEE SHEET A-1 A ARIL DETAIL FOR DETAILS _ _ 3'-6" ±3" D-1 (TYP) © DETAIL D-1 DRAWN BY:GA CHECKED BY: TP/HR REV. DESCRIPTION BY DATE A FIRST ISSUE GA 05/07/21 NEW PERFECT VISION KICKER BRACE KIT / AA (PART# PV-PKBK-4-M), SEE SHEET p PKBK ENG 01 R1 FOR DETAILS A _A ��1. I. SHEET TITLE: J •1 •1 EXISTING SUPPORT o STANDARD DETAILS ARM con iri 1r1 r r This drawing/document is the property of rr Tower Engineering Solutions, LLC. Information c contained herein is considered confidential in nature and is to be used only for the SECTION A—A .� specific site that it was intended for. rc Reproduction, transmission, publication or disclosure by any method is prohibited 3 except by express written permission from o Tower Engineering Solutions, LLC. Without i— exception, the information on this N drawing/document remains the property of o Tower Engineering Solutions, C. — NOTES: SHEET NUMBER: REV #: 1. HOT-DIPPED GALVANIZED PER ASTM A123. 0 02. ALL HOLES ARE 11/16" DIA. U.N.O V NEW TUF-TUG TOP HEAD E ' SION ,,, T ,,, 7....7, BRACKET (PART# 115-34 INSTALL �\ j E NG SAFETY CABLE E S PER MANUFACTURER'S 'ECIFICATIONS. EAD ASSEMBLY O O SAFETY CLIMB CABLE Tower Engineering Solutions EXISTING .'FETY z HEAVY COLLAR MOUNT 1320 GREENWAY DRIVE, SUITE 600 5 1 CABLE AD ASSEMBLY IRVING, TX 75038 FIELD DRILL 7/1 6"0 HOLES ,r=c,, /D PH: (972) 483-0607 INTO TOP BRACKET (TMP-1) TO ALLOW s o (TYP) INSTALLATION OF SAFETY CABLE GUIDE i o __ _ , w O SUPPORT ARM g 4. NEW SAFETY CLIMB CABLE CZ ' ' i• EXISTING SAFETY CABLE V�'ZOn GUIDE (PART# PN 115-203) A / IF.- (TUF-TUG OR EQUIV.) L(TYP) (TYP) TES JOB ND: SUPPORT ARM EXISTING COLLAR MOUNT 10047417 CUSTOMER SITE N0: 0 EXIS G 163006—VZW TYPE - 1 " ,, MONOPb E TOWER CUSTOMER SITE NAME: SECTION A—A CASCADE — POR CASCADE ALT 1 CROWN COLLO ITEMN QTY. PART NO. DESCRIPTIONS AI TYPE - 2 10185 SW CASCADE T1GAR0, OR 97223 1 1 T ••-1 PL 1/a"X 2"X t/ MrA36 SAFETY CLIMB GUIDE MAY BE INSTALLED ON EITHER 2 +,• RIGHT 2 1 :MP-1 PL 1/4°x2"x6 1/2"A36 SIDE OF THE SUPPORT ARM, DEPENDING ON WHERE THE EX+",G 3 2 --- THREADED ROD 3/8"X 8"A36 SAFETY CLIMB IS LOCATED. ITEM •TY. PART NO. DESCRIPTIONS 4 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 1 1 115-345 TUF-TUG MONOPOLE HEAD EXTENSION ASSEMBLY ili lam. EXISTING OR NEW COLLAR MOUNT—,,,, 3" (MIN) ,c--:, ~�' FIELD DRILL 11/16" DIA SAFETY CLIMB CABLE HOLE ON COLLAR MOUNT Q 0 NEW SAFELY CLIM: CABLE / / (TYP) GUIDE (PART# 5-203) n EXISTING MONOPOLE iti u__ . y1T (TUF TUG 0 EQUIV.) TOWER. Ol 4 R e, �p!Tii © 1' DRAWN BY:GA CHECKED BY: Tp/HR �� 1 �� HEAVY COLLAR I O REV. EscRianoN a DATE �� MOUNT LV N I o,� v . L FIRST ISSUE GA 05/07/21 \ 41 I `7 (©) �\ NEW SAFETY C B CABLE 1�1 1 A NEW SAFETY CLIMB CABLE \ - UIDE (PART 115-203) GUIDE (PART# PN 115-203) © N ( . -TUG 4R EQUIV.) LLl A — (TUF-TUG OR EQUIV.) i / \ A — A \Kt Air EXIST 4 SAFETY CLIMB SHEET TITLE: L.) EXISTING SAFETY CLIMB I CA', E NG FLANGE SAFETY CABLE GUIDE J CABLE EXISTING OWER LEG oi- COLLAR MOUNT0 TYPE - 4 DETAILS o THREADED ROD N This drawing/document is the property of ic © TYPE - 3 © TYPE - 5 Tower Engineering Solutions, LLC. Information contained herein is considered confidential in SAFELY FMB GUIDE MAY BE INSTALLED ON EITHr LEFT OR RIGHT VW nature and is to be used only for the SIDE .' THE COLLAR MOUNT, DEPENDING ON WHER THE STING specific site that it was intended for.EXI 15 3' CLIMB IS LOCATED. Reproduction, transmission, publication or disclosure by any method is prohibited 3 except by express written permission from ro ~ ITEM Tower Engineering Solutions, LLC. Without MY PART NO. DESCRIPTIONS ITEM exception, the information on this QTY. PART NO. DESCRIPTIONS a NO. NO. drawing/document remains the property of Tower Engineering Solutions. LLC. N 1 TMP-2 PL 1/4"X2"X7"A36 1 SCGB-4 L 5"X3"X1/4"X7 1/2"A36 SHEET NUMBER: REV ; ITEM QTY. � PART NO. DESCRIPTIONS 2 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 2 1 PN 115-203 SAFETY GUIDE(TUF-TUG OR EQUIV.) NO. 2 -- BOLT3/8"X112"FULL THREAD SAE 1 MS02-625-4625-700RU-BOLT5/8"X45/8"I.W.X7"I.L.A36(OREQUIV) SAF- 1 0 u 1 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 4 1 --- BOLT 5/8"X 2"A325 4 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE OR 5 THE FOLLOWING DRAWINGS ARE INCLUDED FOR REFERENCE ONLY PLEASE REFER TO THE INSTALLATION DRAWINGS FOR ACTUAL INSTALLATION DETAILS VzW SMART Tool` Vendor FIT UP TO 4.50" O.D. PIPE - (NOT INCLUDED IN THIS KIT) verizon __„, FIT UP TO 6" X 6" TUBE (NOT—, INCLUDED IN THIS KIT) \ (TYP) I 0000 \ ` (nP) '1I •�� . A l 0000 �,,)I .I1 I (TYP) (©) � � 6 1 c:*,.., .., , II 4,41 ISOMETRIC VIEW BACK TO BACK CROSSOVER DRAWN BY:SK CHECKED BY: BT/KW REV. DESCRIPTOR BY DATE A FIRST ISSUE SK 05/08/20 VZWSMART-MSK6 (VZWSMART-MSK6 - BACK TO BACK CROSSOVER) A ITEM A N0. QTY. PART NO. DESCRIPTION SHEET # WT A 1 2 PL375-8512 PL 3/8" X 8 1/2" X 1'-0" A36 MSK6-F2 20.7 n 2 4 VCP PL 1/2" X 2" X 8 5/8" A36 BENT PLATE MSK6-F1 9.6 SHEET TITLE: 3 4 --- THREADED ROD 5/8" DIA. X 10" F1554-36 HDG VZWSMART-MSK6 4 16 NUT-625 5/8" HOG HEX NUT --- 2 BACK TO BACK 5 16 FW-625 5/8" HDG USS FLAT WASHER --- 1 CROSSOVER 6 16 LW-625 5/8" HDG LOCK WASHER 0 SHEET NUMBER: REV #: 7 8 BOLT 5/8" X 6" SAE GRADE 5 ALL THREAD 1 NOTES: VZWSMART-MSK6 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 34 PKBK-ENG-01 -R1 MONOPOLE KICKER BRACE KIT 4 �� Table 1: Monopole Kicker Brace Kit Included Parts a J °Cr O 0 0 11 ' 1.0 l0 cr N 0 0 e-1 m c•1 m m •� -- 2 2 CC 2 0- P17::741104 ....... m Part Number Description Weight(Ibs) a a a a a • • 120°PV PKBK M Brace Kit fits round Pipe OD up to 12" 40", 3 Sector S10 1 1 IPV-PKBK-ML Brace Kit fits round Pipe OD up to 30"-60", 3Sector 695 - 1 - 1 - ;4� ► �Q� PV-PKBK-4-M Brace Kit fits round Pipe OD up to 10"-60",4Sector 903 - - 1 - 1 012"-040" 11 a 010"-060" EXISTING l STANDOFF ARM °�• �I� PV-PKBK-M • PV-PKBK-4-M ' 3-SECTOR KICKER BRACE 4-SECTOR KICKER BRACE 0 '1II1II/ PV-PKBK 5'-8-1/2" /� �� !a��' �,.7. , 44 11\1 III[ 1, 11111111 PV-RM1240-LP 5-2 80 KICKER BRACE (AS SHOWN) 11111111 3 PV-PKBK-M , 11111IIIII�,1 5 5 T RECOMMENDED 45° 13 NOTE:TOP PLATE FLIPPED T 180° FOR ROUND A 5" A , 1 MEMBER ^• SHLLI .�A EC,UAY T 4i•ii_ 4 1/2" 1 OF 1 _` sER1Es 04Pltf__ Reinforcement a PERFECT 15ao'1 i �III ��I�.a 5/17/2018 SCALE 1:48 TYPE PV-PKBK Monopole 2 I 1 �, l BY Platform Kicker MANUFACTURING ARM ATTACHMENT DIMENSIONS ARE IN INCHES INT 1 enen8 MONOPOLE KICKER BRACE KIT Ili TOLERANCES U.N.O. CHECKED DOCUMENT NUMBER REV CLAMPS TO RECT HSS UP TO 5"X5" &ROUND PIPE UP TO 4-1/2" OD HOLES:+1/16",-1/32" DJN 0 INITIAL RELEASE ANGULAR:PROFILE±1/4°,BEND±2° STATUS PKBK-ENG-01 -R 1 1 ALL OTHERS: ±1/16" APPROVED REV DESCRIPTION DATE PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF PERFECTVISION MFG.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF PERFECTVISION MFG IS PROHIBITED. r N ��V�I Y � yerizoniJURISDICTION.^LLAPPROVAL• JL '. 20Z) CITY OF TIGARU BUILDING DIVISION VERIZON SITE NUMBER: 163006 BUSINESS UNIT #: 874140 ,, ,F,.., VERIZON SITE NAME: CASCADE - POR CASCADE ALT 1 SITE ADDRESS: 10185 SW BEAVEleritYN-1162irRE)-1.14,1X_ TIGARD,OR 97223 CROWN COLLO COUNTY: WASHINGTON SITE TYPE: MONOPOLE JURISDICTION: CITY OF TIGARD) yerizon TOWER HEIGHT: 116'-0" VERIZON SUB 6-GHZ OR 3245 158TH AVENUE MS 231 BF T F VUE,WA 98008 SITE INFORMATION DRAWING INDEX APPROVALS LOCATION MAP CROWN CROWN CASTLE.USA INC. PROGRESS SHEET# SHEET DESCRIPTION VERIZON SIGNATURE BLOCK uecYs + _ •,.... CASTLE SITE NAME: ro� L°,, et- -.�.r APPROVAL SIGNATURE DATE -Y°'=�Q I rra+� x a 9 i ? 1505 WESTLAKE AVENUE NORTH,SUITE 800 SITE ADDRESS: 10185 SW BEAVERTON TIGARD HWY T-1 TITLE SHEET w asi°an"Su°af,,9 SEATTLE,WA 98109 SITE ACQUISMON "• TIGARD, T N97223 -I.-2 GENERALRAL NOTES :,.9 9 .- FULLEIZTON COUNTY: WASHINGTON C-1.1 SITEOVERALL PLAN CONSTRUCTION MAP/PARCEL#: R0273215 C-1.2 SITE PLAN RADIO '+ E E R 1 N :, DESIGN AREA OF CONSTRUCTION: EXISTING C-2 EXISTING&NEW ET FVATION r`,a° 's�1 �n`` °" 1100 E.WOODFIELD ROAD,SUITE 500 LATITUDE: 45°26'47.50" MICROWAVE 7F� SCHAUMBURG,ILLINOIS 60173 LONGITUDE: -122°47'0.54" C-3 ANTENNA PLANS&CABLE SCHEDULE. °ya°^" `� LAT/LONG TYPE: NAD83 C-4.1 EQUIPMENT SPECS TKO � .: I,. 9 9„�,.°I„ ,°, VERIZON SITE NUMBER:163006 GROUND ELEVATION: 187'AMSLFT C-4.2 EQUIPMENT SPECS EQUIPMENT n Ia I+"'"s ,,. �°e a CURRENT ZONING: ARL C-5.1 REDS PROJECT "°""c'a""�"`� ' BU#:874140 JURISDICTION: CITY OF TIGARD,OR PROJECT ADMINISTRATOR 4D OCCUPANCY CLASSIFICATION: U C-5.1 REDS PROGRESS WO ADMINISTRATOR -` - 10185 SW BEAVERTON TIGARD TYPE OF CONSTRUCTION: FIB C-6 CONFIGURATION DIAGRAM .: 0°xa°se+aneyt "+s°" HWY A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR - '+r; --- - - G-1 GROUNDING PLAN CROWN CASTT.EUSA INC.SIGNATURE 6LOr.K 'S, ,% TIGARD,OR 97223 HUMAN HABITATION 3c� e PROPERTY OWNER: PORTLAND GENERAL FI FCTRIC COMPANY G-2 GROUNDING DETAILS APPROVAL SIGNATURE Darr. f" "s ." y" EXISTING 1161-0�I MONOPOLE 2100 FOUR MILE DRIVE G-3 (:ROUNDING DETAILS SITE ACQUISITIONw crt*w' t 2021.0060.0060 y. .. C KALISPEI.L,MT 59901 ATTACHED MOUNT MODIFICATION DESIGN „ . h S<x a ,,,,; TOWER OWNER CROWN CASTLE USA,INC. PLANNER 2000 CORPORATE.DRIVE ALL DRAWINGS CONTAINED HEREIN b1 ARE FORATTED _ _-- - - ----- ISSUED FOR: CANONSBURG,PA 15317 FOR 11X17.CONTRACTOR SHALL VERIFY ALL PLANS AND CONSTRUCTION DRIVING DIRECTIONS FROM AIRPORT TERMINAL SERVICES INC(7780 NE AIR CARGO RD,PORTLAND,OR 97218): REV --DATE- DRWN DESCRIPTION DES./QA EXISTING DIMENSIONS AND CONDITIONS ON THE JOB HEAD NORTHWEST TOC N IN CARGO RD,TURN RIGHT ONTO NG AIR ICARGO RT,TURNNIRPOONTONG CARRIER/APPLICANT: VERIZON WIRET.FS� PROJECT MANAGER 82ND WAY,KEEP RIGHT TO CONTINUE TOWARD NE AIRPORT WAY,SLIGHT RIGHT ONTO NE AIRPORT WAY, .A o3/u/n JOA PRELRIWARY CJ SITE AND SHALL IMMEDIATELY NOTIFY THE,ENGINEER IN 3245 158TH AVENUE MS 231 USE,THE RIGHT 2 LANES TO TURN SLIGHTLY RIGHT TO MERGE ONTO I-205 S TOWARD u 0a/D/z1 EB CONSTRUCTION I:I BELLEVUE,WA 98008 WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING UTILITY MANAGER I-84/PORTLAND/SALEM,MERGE ONTO I-205 S,TAKE EXIT 21B TO MERGE ONTO I-84 W/US-30 W TOWARD WITH THE WORK OR BE RESPONSIBLE FOR SAME. PORTLAND,USE THE LEFT 2 LANES TO MERGE ONTO I-5 S TOWARD SALEM,KEEP RIGHT TO STAY ON I-5 S, ELECTRIC PROVIDER: CELLNET LANDLORD FOLLOW SIGNS FOR INTERSTATE 5 S/SALEM,TAKE EXIT 292 FOR OR-217 N TOWARD KRUSE WAY/LAKE TF.LCO PROVIDER TBD PROJECT DESCRIPTION SHARP LEFT ONTO SHTW GREEENNBERRGRD AND RIGHT ONTOORSW CNAS1(TAKE EEAVE TURN TOWARD RIIGHT, DESTINATION WILL BE ON THE RIGHT. THE PURPOSE OF THIS PROJECT IS TO ENHANCE • BROADBAND CONNECTIVITY AND CAPACITY TO THE -SOk pROFEy,S EXISTING ELIGIBLE WIRELESS FAC31ITY. APPLICABLE CODES/REFERENCE G,Ny �GINER 'O -" TOWER SCOPE OF WORK: Q' �� •REMOVE(,�ANTENNAS DOCUMENTS 78172PE •REMOVE(4)RRH, ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH ~'/ •INSTALL(14)ANTENNAS THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL # ••REGON' Q •INSTALL(4)RRHs GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PROJECT TEAM •INSTALL(1)HYBRID CABLE * •INSTALL 1 OVP PERMIT WORK NOTCONFORMING TO THESE CODES: 'p} GP •INSTALL MOUNT MODIFICATIONS PER MOUNT CODE TYPE CODE M. Et E yO" A&E FIRM: 1100 E.WOODFIELD ROAD,SUITE 500 MODIFICATION DESIGN BY TOWER ENGINEERING BUILDING 2019 OSSC/201 B IBC SCHAUMBURG,ILLINOIS 60173 SOLUTIONS DATED MAY 07,2021 CONTRACTOR PMI REQUIREMENTS MECHANICAL 2019 OMSC/201 020 IMC EXPIRES:12-3 I-2U21 NM EN DIMITROV ELECTRICAL 2020 OESC/220 NEC TEL 847-908-8439 GROUND SCOPE OF WORK PPE ACCESSED AT https://pmi.vzwsmart.com REFERENCE DOCUMENTS: EMAIL: mdimitmv@fullertonengineering.com •INSTALL(1)OVP SMART TOOL VENDOR STRUCTURAL ANALYSIS: BY OTHERS CROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 PROJECT NUMBER TBD DATED: USA INC.DISTRICT SEATTLE,WA 98109 VzW LOCATION CODE(PSLC) 478817 MOUNT ANALYSIS: TOWER ENGINEERING SOLUTIONS,ITC CONTACTS: DATED: 05/06/2021 JESSICA DORRIS-PROJECT MANAGER JESSICA.DORRIS@CROW'NCASTLE.C-OM * MOUNT MODIFICATION DESIGN: TOWER ENGINEERING SOLUTIONS,LLC ** PMI AND REQUIRElYE.NTS ALSO EMBEDDED IN MOUNT DATED: 05/07/2021 STEVE HANDY-CONSTRUCTION MANAGER ANALYSIS REPORT SIEVE.HANDY@CROWNCASTIE.COM REDS REVISION: 1 IT IS A VIOLATION OF LAW POR ANY PERSON, DATED: 12/10/2020 LNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, MOUNT MODIFICATION REQUIRED y ORDER ID: 540579 TO ALTER THIS DOCUMENT. REVISION: 2 NOTE: VzW APPROVED SMART KIT VENDORS ® PALL OREGON ONE CAL SHEET NUMBER • REVISION: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST (800)332-2344 "o 0 CONTACT THE CROWN NOC AT(800)788-7011&CROWN REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR CAT L s WORKING HAYS T— 1 CONSTRUCTION MANAGER VzW SMART KIT APPROVED VENDORS BEFORE YOU DIG 1 i CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: r 1 GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: JURISDICTIONAL APPROVAL: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA WRITTEN NOTICE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING. THE FOLLOWING DEFINITIONS SHALL APPLY: TO PROCEED E AND THE ISSUANCE OF A PURCHASE ORDER.C. PRIOR USA INC.INC ENRITING THE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION I. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE ( ) / CARRIER: VERIZON FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED USA INC. CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. 2. 'LOOK UP' - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. N IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACIUTY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL. AND SHALL CONFORM TO REINFORCEMENTS. AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3, THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES, SEQUENCES. AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV MAINTENANCE AND CONTRACTOR NOTICE TICKET. TO, BRACING, FORMWORK. SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 3. PRIOR TO THE START OF CONSTRUCTION, ALL JURISDICTIONAL PERMITS SHALL BE OBTAINED. INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE THIS INCLUDES, BUT IS NOT CONSTRUCTION. TO,N ALL REQUIREDEQ, ELECTRICAL, MECHANICAL,ION FIRE, FLOOD ZONE. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT,ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, CIRCUIT ID'R. REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS. SHALL GOVERN. IF FURTHER 8. ALL TIE BOARDSRA SD NUMBERS) SHALL BE CLEARLY LABELED WITHG TOOLLSTO LABELS.REQUIREMENTS. 8. ALL WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TO REMOVE SHARP EDGES. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR LARGER) PLANS, CLIMBING PLANS. AND RESCUE PLANS SHALL BE THE RESPONSIBWTY OF THE GENERAL 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO (#14 OR ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS. MEASUREMENTS,AND/OR CLEARANCES SHOWN IN THE 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE. AND LOCAL REGULATIONS; AND ANY APPLICABLE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. TYPE THHW, THWN, THWN-2, %HHW, XHHW-2, THW, THW-2. RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. ■INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS RIGGING PLANS SHALL ADHERE TO ANSI/BEEP A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. OTHERWISE SPECIFIED. ver'z nNil STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE ( 14 OR URGER), WITH CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. (LATEST EDITION). EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOAAS AND 3245158TH AVENUE MS 231 LMDRAWINGS. ANY PE Y FOUND SHALL E BROUGHT TO THE ATTENTION O CROWN CASTLE. BARS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C 5. ALL SITE WORK TO COMPLY WITH GAS-STD-10068 'INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. (90' C IF AVAILABLE). SET I FOE,WA 98008 ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE MOUNTS AND APPURTENANCES,"AND LATEST VERSION OF ANSI/TIA-1019-A-2012 'STANDARD FOR ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RAC) SHALL BE USED FOR CROWN 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. �)(/i�r SHTH PROPOSE AN UPMENTTCA IN OTLBE IN ALL D AS SHL N CROWN EADRA NGS INC. PRINT TO 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATRIALS, EQUIPMENT, APPURTENANCES AND 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 'L / CASTLE PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE '�/� `� 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. 1505 WESTLAKE AVENUE NORTH,SUITE 800 CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND IFSPECIFIED RECOMMENDATIONS UNLESS SPECIFICALLY N STATED OTHERWISE. 18. OCCURS LIQUID-TIGHT FLEXIBLE METALLICCONDUIT (LIQUID-RITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION $CATTLE,WA 98109 COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 10. IF THE EPANIFI EQUIPMENT CAN NOT INSTALLED PROV AS SHOWN R THESEDRAWINGS.ROW THE CONTRACTORIOR SHALL CONDU OR FTUBINGITY IS GS NEEDED. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH PROPOSE SUCHA ALTERNATIVEHAG INSTALLATIONISTAU_ FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FlTTIACS SHALL BE THREADED OR COMPRESSION-APE AND APPROVED FOR THE LOCATION USED. HET ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, WITH ANY CHANGE OF INSTALLATION. SCREW FITTINGS ARE NOT ACCEPTABLE. A, U FULLEI�TON ORDINANCES AND APPLICABLE REGULATIONS. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEML, ANSI/IEEE AND POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN THE NEC. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS ENGINEER! 51 , <' E S I G N RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS, LANDSCAPING AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 1100 E.WOODFIELD ROAD,SUITE 500 10. ALL EXISTING ACTIVE SEWER, WATER. GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE SCHAUMBURG,ILLINOIS 60173 WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. LINES OF THE STRUCTURE. MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN VERIZON SITE NUMBER:163006 PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL A DAILY BASIS. A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO CONSTRUCTION SAFETY PROCEDURES. PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED BU#:874140 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SPECIFICATIONS, LATEST APPROVED REVISION. CONCRETE. FOUNDATIONS. AND REINFORCING STEEL: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET PROGRESS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH. STUMPS, DEBRIS, STICKS. STONES AND OTHER BETTER) FOR EXTERIOR LOCATIONS. 10185 SW BEAVERTON TIGARD REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. I. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336. ASTM A184, ASTM A185 AND 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 13. ALL EXISTING INACTIVE SEWER, WATER. GAS, ELECTRIC AND OTHER UTILITIES. WHICH INTERFERE WITH THE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED I'IWY EXECUTION OF THE WORK• SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED (WP OR BETTER) FOREXTERIOR AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK• SUBJECT TO THE APPROVAL TO BE 1000 psf. S LOCATIONS. TIGARD,OR 97223 AND OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fc) OF 3000 psi AT 28 DAYS, UNI F55 NOTED 26 LLIC NEMA E1 A(OR BETTER)A FOR NWTERIORITCH �LOCATIONS ANDD DEVICES S WEATHER PROTECTEDSHALL MEET ORX CEED(WP ORE MA BETTER) FOROS 2E EXTERIOR TSLOCATIONS.BE RATED EXISTING II6'-O"MONOPOLE 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF 27. THE CONTRACTOR SHALLWNOTIFY ANDAC OBTAINOR DISTRIBUTIONSR AUTHORIZATIONPNELS. FROM THE CARRIER AND/OR CROWN CASTLE USA INC. 2021.0060.0060 BEFORE COMMENCING WORK ON THE POWER PANELS.EQUIPMENT, ROOMS, AND SHELTERS. PLACEMENT. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SNAIL_ CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR AND TOWER AREAS. ENTRAINMENT TO BE BASED ON 512E OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. TYPE II PORTWJD CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "VERIZON'. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED (W/C) OF 0.45. ISSUED FOR 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.SURFACE APPLICATION. REV DATE ORWN DESCRIPTION IDES/QA 17. ETHEQU AREAS OF THE OWNERS PROPERLY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185. ALL SPUCES SHALL BE CLASS 'B'TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE CONDUCTOR COLOR CODE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE A 03/25/21 JOA PRELIMINARY CJ AS FOLLOWS: SYSTEM CONDUCTOR COLOR 0 EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. 06/11/21 EB CONSTRUCTIONCJ 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL #4 BARS AND SMALLER 40 ksi MEASURES. IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES $5 BARS AND LARGER 60 ksi A PHASE BLACK FOR EROSION AND SEDIMENT CONTROL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE APWA UNIFORM COLOR CODE: B PHASE RED - -- - 120/z4ov. 1B 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS, CURBS, LANDSCAPING AND ON DRAWINGS: NEUTRAL WHITE STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' GROUND GREEN OF OWNER. CONCRETE EXPOSED TO EARTH OR WEATHER: A PHASE BLACK WHITE 1 PROPOSED EXCAVATION 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #6 BARS AND LARGER 2^ CABLES AND OTHERITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE #5 BARS AND SMALLER 1-1/2" B PHASE RED PINK TEMPORARY SURVEY MARKINGS RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 120/208V, 30 C PHASE BLUE 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WALLS 3/4" ELECTRIC POWER LINES, CABLES, PR FROM SITE ON A DAILY BASIS. BEAMS AND COLUMNS 1_1/2^ NEUTRAL WHITE RED CONDUIT, AND LIGHTING CABLES RED OFF 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW 7. A TOOLED EDGE OR A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED GROUND GREEN GAS, OIL, STEAM. PETROLEUM. OR yA� `SSr OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4L OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. A PHASE BROWN YELL"''' GASEOUS MATERIALS �� (`��1NFlI? OIJ. A B PHASE ORANGE OR PURPLE COMMUNICATION, ALARM OR SIGNAL LINES, 9 ORANGE CABLES, OR CONDUIT AND TRAFFIC LOOPS . 78172PE i 277/480V. 30 C PHASE YELLOW "2 _ +'' GREEN FIELD GROUNDING NOTES: NEUTRAL GREY BLJE POTABLE WATER /y1, < ' GROUND GREENE RECLAIMED WATER, IRRIGATION, AND I •�' ••REGON 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN POS (+) RED'* POR'L` SLURRY LINES $ ACCORDANCE WITH THE NEC. DC VOLTAGE 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SITSI EMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND NEG (-) BUCK"' �� ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 'ISEE NEC 210.5(C)(1) AND (2) GREEN SEWERS AND DRAIN LINES 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE "" POLARITY MARKED AT TERMINATION Y CJP TESTING RESULTS. BEL�.P. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT ABBREVIATIONS: CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION. SIZED IN ACCORDANCE WITH THE NEC. SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BITS EQUIPMENT. ANT ANTENNA 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SCUD TINNED (E) EXISTING COPPER FOR OUTDOOR BITS. FIF FACILITY INTERFACE FRAME 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. GEN GENERATOR 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. CPS GLOBAL POSITIONING SYSTEM 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. GSM GLOBAL SYSTEM FOR MOBILE 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. LTE LONG TERM EVOLUTION 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. MOB MASTER GROUND BAR 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. (N) NEW 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC NATIONAL ELECTRIC CODE 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT IT IS A VIOLATION OF LAW FOR ANYPFPSON. 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. Ott QUANTITY UNLESS THEY ARE ACTING ENDER ICE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OF LICENSED PROFESSIONAL ENGINEER, 19. GROUND CONDUCTORS USED FOR THE FACIUTY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, RBS RADIO BASE STATION TO ALT'ERTFIIS DOCUMENT. METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE RET REMOTE ELECTRIC TILT USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. REDS RADIO FREQUENCY DATA SHEET 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOUD TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3"TO 6" OF CAD-WELD TERMINATION RRH REMOTE RADIO HEAD SHEET NUMBER: REVISION: POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). RRU REMOTE RADIO UNIT 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP. TOWERS, AND WATER TOWERS GROUNDING RING, TO SIAD SMART INTEGRATED DEVICE 0 COPPER. TIP THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING STSIEM, THE BUILDING STEEL COLUMNS, T TOWER MOUNTED AMPLIFIER 2 TYPICAL _LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS STSI EM W.P. WORK POINT ` 1 1 i SITE PI AN DISCLAIMER: JURISDICTIONAL APPROVAL: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS. CROWN CASTLE USA INC. HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. / ' ' / / �\ r} , -- {r} 0Ir} verizonv (E) BLDG \ 3245 158TH AVENUE MS 231 BELLEVUE,WA 98008 \ a: CROWN L 4} r CASTLE r}\ 4 5 �4 xv,.." 1505 WESTLAKE AVENUE NORTH,SUITE 800 4`v,.. \ SEATIT.E,WA 98109 r} FULLEIRTON r} 4 .! r} [5w ( = RING DES ' 1100 E.WOODFIELD ROAD,SUITE 500 - q SCHAUMBURG,ILUNOIS 60173 L4 I4 y) / `� Po�PO _ �" r} p3 v LL � VERIZON SITE NUMBER:163006 ao f , - (E) COMPOUND - IS ? �`\\ �y BU#:874140 \� r li OPE0.''\Ni (E) 116'-0� MONOPOLE. y0.'i `''g,5. �� PROGRESS C4 4� `�pj\oH°F% ^ \w S 10185 SW BEAVERTON TIGARD EHWY �PFO�� .FF� TIGARD,OR 97223 ;! Y r r s EXISTING 11G-0"MONOPOLE // 1 I4 3„3 � 2021.0060.0060 \ 'Ori (E) VERIZON—/ \ ,. `.� ss a j CONCRETE PAD \ _ ISSUED FOR: 4 � / "3 \ REV I DATE DRWN DESCRIPTION DES/QA 7., _ _ _ A 03/25/21 JOA PRELIMINARY CJ �- ` 0 06/11/21 EB CONSTRUCTION CJ O 0 PROF i r} ; \ 'kt"�'� ass 40 �� 5„} 4a ,i�� -o 7 2PE 55 »t S - IREGON ; r C4 �� y UNE A� �� elm �% £ }t��'4 oN°F��0�`� rM 6ELA- 4 ..0.0 1 , '0, IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. \OVERALL SITE PLAN I SHEET NUMBER: REVISION: 0 SCALE: 30' Is 0 30• 14-50•-o• 11xn)�E) Mr 1 . l 1 r, JURISDICTIONAL APPROVAL: s-o"t C' 6AL ST �—I� (GATE) (E) CONCRETE I VAULT (E) CONCRETE F PAD verizonv ---- 3245 158TH AVENUE MS 231 BET T.FVUE,WA 98008 CON E) CONCRETEa..0" CROWN (E) PAD CRETE PAD D % CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 (E) CONCRETE ------ PAD FULLEIRTON ENGINEERING DESIGN -- - - - 1100 E.WOODFIELD ROAD,SUITE 500 SCHAUMBURG,ILLINOIS 60173 VERIZON SITE NUMBER:163006 i NEW VERIZON OVP (1) RAYCAP_OVP 12 -,_... I BU#:874140 j PROGRESS (E) 116-0" MONOPOLE (E) VERIZON OVP (E) VERIZON 10185 SW BEAVERTON TIGARD (4) RAYCAP-OVP 12 FrarY —. CONCRETE PAD 8I L--(E) ICE BRIDGE (E) VERIZON ICE BRIDGE � TIGARD,OR 97223 (E) CONCRETE PAD (FTC) ts'-z" 312' o' \�\ EXISTING 116'-0"MONOPOLE n \ '; 2021.0060.0060 1 N I 4, ISSUED FOR: 1 _...... -..... a _. -_ _ -__ REV DATE DRWN DESCRIPTION UPS A 03/25/21 JOA PRELIMINARY CJ I 0 06/11/21 ER CONSTRUCTION CJ (E) VERIZON EEEDLINE)—--- (4) HYBRID CABLE (1 1/4") (E) VERIZON (E) VERIZON '(�' E(]PRO F 4'-0°s11•-0' F 1 NEW VERIZON FEEDUNE- CONCRETE PAD q•_0• •_O° SS (1) HYBRID CABLE (2") CONCRETE PAD �T3' (44GINEF'P �09 CC 78172PE c •REGON V of (E) UTILITY N. FRAME 7i M, BELE-P 1 (E) PLATFORM (E) CONCRETE PAD --(E) CHAIN LINK FENCE 50'-I1"t SSA 1EV ARE FOR ANY PERSON, UNLESSPTILEYARED PROFESSIONAL THE INDIRECIIONR. OP A I.i TO LD PROFESSIONAL ENGINELA, TO ALTER THE DOCUMENT SHEET NUMBER: ' REVISION: SITE PLAN --k,,,:::: 1-- C- 1 .2 0 SCALE: 1-1-0'(MD SIZE) J r JURISDICTIONAL APPROVAL: _ TIP OF LIGHTNING ROD Ai.TIP OF LIGHTNING ROD ELEV. = 122'-0" Y ELEV. = 122'-0" 9. HEIGHT OF STRUCTURE kHEIGHT OF STRUCTURE ELEV. = 116'-0" ' . ELEV. = 116'-0" verizoni 3245 158TH AVENUE MS 231 -- ---- BFT.T EVUE,WA 98008 VERIZON EQUIPMENT VERIZON EOUIPMFNT - 4 I - CROWN ANTENNA CL: 75'-O" ANTENNA CL: 75'-0" I,. _ MOUNT CL: 75.-0"75.- MOUNT CL 75.-0"7V- CIC CASTLE '.. -INSTALL MOUNT MODIFICATIONS PER MOUNT 1505 WESTLAKE AVENUE NORTH,SUITE 800 , MODIFICATION DESIGN BY TOWER ENGINEERING BE.A'I1Z$WA 98109 SOLUTIONS DATED MAY 07, 2021 NEW VERIZON EQUIPMENT -\ FULLERTON ANTENNAS / \ I (E) VERIZON EQUIPMENT TO BE REMOVED— TIP OF ANTENNA (4 RRHR (1) OVP �\ I % TIP OE ANTENNA (16) AMENNAS ELEV. = 79'-0" \ / ENGINEERING D ESIG N (4) RRHS \ , 1100 E.WOODFIELD ROAD,SUITE 500 '- SCHAUMBURG,ILLINOIS 60173 `' 6 VERIZON SITE,NUMBER:163006 EXISTING VERIZON RAD CENTER ' ' ELEV. = 75'-0" �'��JJ da NEW VERIZON RAD CENTER (E) VERIZON EQUIPMENT TO REMAIN- }' /-i :, ELEV. - 75-0 (B) ERRS (E) VERIZON EQUIPMENT TO REMAIN BU#:874140 (4) OVP (B) RRHS a) avPs PROGRESS 10185 SW BEAVERTON TIGARD A HWY TIGARD,OR 97223 EXISTING 116'-0"MONOPOLE 2021.0060.0060 I ISSUED FOR: REV DATE D DESCRIPTION DES/QA(E) 116'-0" MONOPOLE �� C) (E) 116'-0" MONOPOLES i A 09/25/21 JOA OA pRELRdINAINAAY CJ ,II<-� 0 W/II/21 LB CONSTRUCTION C] (E) VERIZON FEEDUNE) (E) VERIZON FEEDUNE) (4) HYBRID CABLE (1-1/4") � (4) HYBRID CABLE (1-7/4") i em'N s, NEW VERIZON FEEDUNE (I) HYBRID CABLE (27 c. PR O fi ' '''' >= S Q.' �GINEA. -102 I 7 78172PE I t • •REGON./ e QB 2 Pee f r O I I ; 41 EEL\-P i. i IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET NUMBER: ' REVISION: 0 EXISTING NORTH-EAST ELEVATION FINAL NORTH-EAST ELEVATION 0 — SCALE: NOT TO SCALE OSCALE: NOT TO SCALEGJ t ..` J e JURISDICTIONAL APPROVAL: ANTENNA SCHEDULE CAB—E SCHEDULE SECTOR POS. TECHNOLOGY RAD AZIMUTH ANTENNA ANTENNA MODEL MECH. ELECT. TOWER MOUNTED FEEDLINE TYPE STATUS CABLE TYPE SIZE QUANTITY CENTER MANUFACTURER TILT TILT EQUIPMENT ALPHA Al LTE/5G 75'-0" 70' JMA MX06FRO840-02 0' 7 (1) ERIC SSON-RRUS 32 B2 HYBRID EXISTING HYBRID 1-1/4" 4 ALPHA A2 LTE/5G 75'-0" 70' JMA MX06FRO840-02 0' 0' (7) ERICSSON-4449 HYBRID EXISTING HYBRID 2' 1 ALPHA A3 5G 75'-0' 40' ERICSSON VZ-AIR6701 TB 3' -6' - - FINAL CABLE QUANTRY 5 ALPHA A4 - 75'-0" 40' ERICSSON AIR5449 0' 6' (1) ERICSSON-RRUS32 B66A HYBRID BETA B1 LTE/5G 75'-0" 145' JMA IAX06FRO840-02 0' 2' (1) ERICSSON-RRUS 32 82 HYBRID BETA B2 LTE/5G 75'-0' 145' JMA MXO6FRO840-02 0' 0' (1) ERICSSON-4449 HYBRID - BETA B3 W 75'-0" 160' ERICSSON VZ-AIR6701 TB - _ BETA B4 - 75.-0" 160' ERICSSON AIR6449 0' 6' (1) ERICSSON-RRUS32 B66A HYBRID verizoni GAMMA C1 LTE/5G 75'-0' 220' JMA M(06FR0840-02 Cr 2' (1) ERICSSON-RRUS 32 B2 HYBRID 3245158TH AVENUE MS 231 HFT.T FVUE,WA 98008 GAMMA C2 LTE/5G 75'-0" 220' JMA MXOBFRO840-02 0' 0' (1) ERICSSON-4449 HYBRID � GAMMA C3 - - - - - - - - - _ 0(' CROWN GAMMA C4 - - 280' ERICSSON A1R6449 - - (I) ERICSSON-RRUS32 B66A HYBRIDam CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 DELTA 01 LTE/5G 75'-0' 312' JMA MX08FRO840-02 0' 7 (1) ERICSSON-RRUS 32 B2 HYBRID DELTA D2 LTE/5G 75'-0' 317 JMA MXO6FRO840-02 0' 0' (1) ERICSSON-4449 HYBRID F U L L E I PTO N ENGINEERING DESIGN DELTA D3 5G 75'-0" 280' ERICSSON VZ-AIR6701 TB 3' -6' - - 1 100 E.WOODFIELD ROAD,SUITE 500 • DELTA D4 - 75'-0• - - - - - (1) ERICSSON-RRUS32 B66A HYBRID SCHAUMBURG,ILLIN01560173 VERIZON SITE NUMBER 163006 ANTENNA AND CABLE SCHEDULE BU#:874140 PROGRESS OSCALE: NOT TO SCALE 10185 SW BEAVERTON TIGARD HWY TIGARD,OR 97223 EXISTING 116'-0"MONOPOLE 2021.0060.0060 N (DELTA) D4 Al ISSUEDFOR: D4 305' AZIMUTH .-�'� REV DATE DRWN DESCRIPTION DES (E) 116'-0" MONOPOLE N � (E) 116'-0" MONOPOLE 280' AZIMUTH 'y"� b (ALPHA) .qt rT` A 03/25/21 JOA PRELIMINARY CJ D3 :: .....\ 70' AZIMUTH -_ t_ 0 Mil 1/21 ER CONSTRUCTION CJ / AV rt A2 D3 ELTA \ 77 ,, (ALPHA) 31TDAZIMUTH NEW VERIZON OVP ' - --- (E) VERIZON RRH TO REMAIN - D2 55' AZIMUTH D2� (1 TOTAL) t (6 TOTAL, 2 PER SECTOR) \� - = (4 TOTAL,N�I PER SECTOR) ... � / ' D1 D1V ,,^ A3 ' �' 0 PRO `�` fr _ __ 45' AZIMUTH '�Ef� E FF '— (E)VERIZON RRH TO BE REMOVED ((uMMA) `� \ ♦� �0..,.0' �Al IN� 1?�ZO, '-., ..-I :,',.•.'•?.1,.•1.:1,1.'- -...1 , (4 TOTAL, 1 PER SECTOR) �.�. 9 C4 ,ytr 2ao AZIMUTH C4 A4 78172PE ye 3 _ A4 �,;,c, '" --- E) VERIZON ASH (E) VERIZON OVP TO REMAIN 44J 1 ^' ) j7,77 7 ' (6 TOTAL, 2 PER SECTOR) /(/1, i1 I �i" (E) VERIZON OVP—� (4 TOTAL) (4 TOTAL) y � a ,re„ �REGON tl' m (E) VERIZON ANTENNA TO BE REMOVED- C3 ':'.` `� - e3 ) B1 BE1rGPC2 (12 TOTAL, 4 PER SECTOR) M t i ti B2 - (GAMMA) 240' AZIMUTH '' (BETA) --INSTALL MOUNT MODIFICATIONS C2 ? C2 145' AZIMUTH PER MOUNT MODIFICATION DESIGN NEW VERIZON ANTENNA BY TOWER ENGINEERING �, (BETA) (14 TOTAL, 4 PER ALPHA, 4 PER .\ SOLUTIONS DATED MAY 07, 2021 B3 140' AZIMUTH BETA, 3 GAMMA AND 3 PER DELTA) B3 Cl • (GAMMA) 84 220' AZIMUTH Cl 84 (BETA) . 160'AZIMUTH IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS TI IEY ARE ACTING UNDER THE DIRECTION �1 OP A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXISTING ANTENNA PLAN � SHEET NUMBER: REVISION: SCALE: NOT TO SCALE "ALIT IIA ®FINAL ANTENNA PLAN SCALE: NOT TO SCALE llllo,. C—3 0 N J r 1 JURISDICTIONAL APPROVAL: • verizonvi 3245 158TH AVENUE MS 231 BELT FVUE,WA 98008 crCROWN �, CASTLE :: '-I. 1 I 1505 WESTLAKE AVENUE NORTH,SUITE 800 �7 SEATTLE,WA 98109 :nl FULLERTON NEERINIS DESIGN VZW - nL-SUB-6 ERICSSON - STREETMACRO 6701 JMA WIRELESS - MX06FRO840-02 1100 E.WOODFIELD ROAD,SUITE 500 WEIGHT: 88.0 LBS WEIGHT: 29.0 LBS SCHAUMBURG,ILLINOIS 60173 SIZE (HxWxD): 30.8x16.1x10.6 IN. SIZE HxWxD: 20.50z7.90x4.90 IN. WEIGHT: 93.0 LBS ( ) SIZE (HxWxD): 95.90z19.80x10.70 IN. VERIZON SITE NUMBER:163006 VZW - nL-SUB-6 ERICSSON - STREETMACRO 6701 JMA WIRELESS - MX06FR0840-02 BU#:874140 SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE PROGRESS 10185 SW BEAVERTON TIGARD HWY TIGARD,OR 97223 EXISTING 116'-0"MONOPOLE 2021.0060.0060 ISSUED FOR: L' 1,.11 Iiii•=;�I REV DATE I DRWN DESCRIPTION DES./QA III■'ii / A 03/25/215 JOAER CONSTRUCTIONPRELDICT CI INSTALLER NOTES' 0 /11/21 NARYCI 1.COMPLY WITH MANUFACTURERS =; RECEIVE ES TOENSURE THAT ALL 4RHs HOURS ELECTRICALBEIG POWER WITHIN 24 HOURS OF BEING REMOVED FROM THE MANUFACTURER'S PACKAGING. 2.DO NOT OPEN RRH PACKAGES IN THE RAIN. /I ,, 3.ALL PIPES, BRACKETS. AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. 'S "r' PROFESS - 0 ��GINEfiR /OZ 4 9 J 0 lib"' = 78172PE �_ �/ 111, : ;'/ -�IR��44 MOUNTING— BRACKET 1 01;t ., � _a . •REGONO ] ANTENNA) W/ _` Z�L 43 GPI • ANTENNA) ` 44 BEL\-P U IJ l 1 I �i. . '�P I- NEW ANTENNA NEW RRHI —NEW RRN RRH MOUNTING PLATE _ MOUNTING BRACKET �j' � -PIPE MOUNT BRACKET (SUPPLIED W/ ANTE NA- ��I ANTENNA) ERICSSON - RADIO 4449 MOUNTING PIPE --ANTENNA WEIGHT: 70.0 LBS MOUNTING PIPE OF LAW FOR:_ SIZE (HxWxD): 18.0x13.2x9.4 IN. S`� -d. UNLESS THEY AREIT IS A VIOLATI0ACIING UNDER THE DIRECTION I OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 4 ERICSSON - RADIO 4449 ANTENNA WITH RRH MOUNTING DETAIL SHEET NUMBER: ' REVISION: SCALE: NOT TO SCALE O SCALE: NOT TO SCAT E 0 - . 1 JURISDICTIONAL APPROVAL: I I r 1 all I° verizon 3245 158TH AVENUE MS 231 BELLEVUE,WA 98008 a p CiesCROWN CASTLE 1505 WYiESTI AKE AVENUE NORTH,SUITE 800 =RN ME -- -- SEATTLE,WA 98109 FULLERTON ENGINEERING DESIGN RAYCAP / RV000-ss27-PE-aa 1100 E.WOODFIELD ROAD,SUITE 500 WEIGHT: 32.0 LBS SCHAUMBURG,ILLINOIS 60173 SIZE (HxWxD): 28.93x15.73x10-31 IN. VERIZON SITE NUMBER 163006 RAYCAP - RVZDC-6627-PF-48 ®SCALE:NOT SED NOT TO SCALE OSCALE:USED NOT TO SCALE PROGRESS SCALE: NOT TO SCALE 2 10185 SW BEAVERTON TIGARD HWY TIGARD,OR 97223 EXISTING 116'-0"MONOPOLE 2021.0060.0060 ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 03/25/21 JOA PRELmNARY CJ Il 06/11/71 GB CONSL RUCTION CT A�fyE4 PROFESS GINFF �O,Y 78172PE i •REGON I . ZSY OPeD 44. BELt-P IT IS A VIOL9TION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ®NOT USED NOT USED SHEET NUMBER REVISION: 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE C-4.2 0 e yp�/�i JURISDICTIONAL APPROVAL: '�"�..•• wa.,.7c 940. a m w fuzeIRPIS ram 79 145 ter r4faUWS M O G5L4 adusa 3i5ua WEST.Pecc.PxiflcNoNrwe94.Paruw r-A t4CASCAOE-POWrwOE aalhw oncoan 11oad n.ov9.awr- 0*3*0074002 amNaoewgt at Par athareddy,Ulwala-ul'9act.panatharedaytgvenronweNcs7,[OM.2,2313021 IS.28:18 �,�GnnFwetl IT I! ' 1 75 SA 0,1..I 'a.+'^TnAYJ 0 5 0 Project Details Location Information Nn...eaamT, 9 2 7 Carrier Aggregation:false Site IR 3079457014.141v.i.u.ores N9.Or m.a9 m9n MPT lot E-NodeB ID:305550,005550,0305550,0059550,0095550 rider.. K .t. e•.490 6romr• 6z5}e. eCIP-D:false PSLO 163006 r.n.ar.ww. .aa 4449 rr dam Protect Name:5G L•Sub6•Carrier Add Switch Name:Hillsboro T.,..n.14 ,starer 7s29447 ,sxws .04.1......1 A+eLLJM1 FUZE Project ID:16230328 Tower Cromer: "°` .01.1.41, 94 Designed Sector Carrier 40:21 Tower Type Monopole 9g341 1550 Designed Sector Carrier SG:28 Site Type.MACRO SNarr 194.01 Additional Sector Corriere 40 N/A Street Addr.set 10185 SW Cascade I9M .- Additional Sector Carrier 50 N/A Cily.Tlgard S1teTreket Project Id. State:OR '9 FP Solution Type&Tech Type:MODIFICATIONAG_850,5G 28GHz,5G L-Sub6- Zip Code:97223 �m P • 3y Pre Co de:4 . 4i6527 a.twea veI I I I 9 Sdfflx: Latgude:45.44652778/45°26'47.5-N "'" 9Nux Longitude:,12z.783a278!122'47'0.5201°W "°"-AP 3245 158TH AVENUE:NS 231 RFDS Protect Scope: 850 LTE/NR Corner Add-4 sectors BET I FVUE,WA 98008 5G 28GHr&5G L-Sub6 corner Add-3 sectors Add 12IMXOBFRO840 antennas per sector CROWN swapping radios to 4449 on LB al":,.., CASTLE 1211722005 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 Per new guidelines,updated ITdiagram to reflect 3 CPRI connections from L-5uh6 antennafradio toDVP. , F U L L E I TON ' (loo med IT diagram. 2/23121(UP) E N G i '' 'ii DESIGN -Updated to reflect new azimuths on 5G_Lsub6 per PF 1100 E.WOODFIELD ROAD,SUITE 500 SCHAUMBURG,ILLINOIS 60173 VERIZON SIPS NUMBER:163006 BU#:874140 PROGRESS 10185 SW BEAVERTON TIGARD San**11* :re.,„ ass A OM OM HWY Am.. 75 us 5 ro 5545 229 , .n0Wn0M02 W�4M092 140,06094.94.12.a M'all. TIGARD,OR 97223 ..^r=ae 5HI 0055 5.a'o, 1Bt*' °a1. 00'"HI EXISTING 116'-0"MONOPOLE .,rw,r nc+noxdr.w »vwuoi •sc.too¢+.a-o,.mee.ar arc+nu wuvAa.r ruewnmw.dz .Ye9reoeamr ,Ra9MOya.ot /.+.•m.a.a. IRA 'IT ITAvvv• A9..4aw. C15 WINNA cos..0717* cssuneana. 11W Ma MR •.0 0+:.+ws.g•.a u u u 2021.0060.0060 aa.... a 75 ,5 h. 75 r, ism..a[»..m 11...t41m1. a 5 Y 0Yl4T0 ]9 c ,lp • *ewe. 59 J9 74 e1.4 M}.6} ]R.P9 Ar.pE Porn ui:1 144,A+} u: run sm. MN t�.91900.w4. ISSUED FOR: ,MAe_M 7Mf004 600*49 61m4.. �9n.. I....r 6..... 0,..u+r ,xvm „ra.» t..l •. . .•ruin.4U.. w9 "a4 as.49 REV DATE URWN DESCRIPTION OFS./QA WY .nfin.11 .4.11.&,l .R9550 III r iw9 r 4.9r: _r 4 95*e9 rw!••»r.W Inw 5.4 5a y4 •9.4 a a. T.,..w.y ,s*a.499 75N447 ,awl A 03/25/21 JOA PRRI.PNINARY CJ '.0. 9pu AY05444, Anhlan 4101(401 t,.�c..0 ,N,.** ±]ISIY 5514`t5 5519441 ,sa94a9 15ipwr 0 06/11/21 ER CONSTRUCZION Cl Sc.. 4.9l1 AV •you.4. 4I1711 W LL i 1•0 an a+IX,!P Amu An (409" - ]fl ea W 9059930 Ill .ti 1ee9,00s0n2 095}5n M»5o .,c.rP6840,,.rw 1,605. •e+aMAGNaoI iµt n MS A14feN/05 040. 8 N AWS9 9 r•ee laSN Viveart �¢.D PROF f =,a..wr E.t...�. arA.9 .LF. SS ,`a v6y `�GINEF >0. ki 9 Alf •.a,,.An ct 78172PE f - .REGON� .- a Q7 Z,Qy� BEL�AOP" IT IS A VIOLATION OF LAW FOR ANY PERSON, n.+°.,mer,x v wxenwe wk.o e*, a..w 1 n .•r .5.aaa.,»art5 �^ "`••""'•e VOW," Aueu s. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OREDS SHEET NUMBER: ' REVISION: SCALE: NOT TO SCALE C-5E1 0 6 ,I' JURISDICTIONAL APPROVAL: 442 m 02 OS 6 ,02 15 5210 00 •Mwil vo , 330 ,1 220 AA** IS OS 11 @ )3 VW2242A610 962140 105310 Nsxo 10*5O0 205550 )ffiy{@ CO2Vki.C4 yaxi 001:30 605550 105I54 105150 51544. ()strum 002•22, 2)4.v101II),•r•a:a. :w212452222000 0021n 2 222222 010,1 m0 0,40 r1 0 1 n.ao, 400e&0p04001 24260.4004042 24.,02510620.04 a..nrwen 74:0•: ec.0 101 2 1R.l.arl0 nnnu5,learvnm .ro,.r. excel.n0aun.ma am,.Mt u .u041100.o4l: 02500200e46411 i2020274*4.0422 50540.4 nags 2220E505 4,22KE2201. 2.2.15405 142k 1MA MA 4rwn.44.. 40..1000 440-.2.02 45441E714.• IMA 042% 1244 2225.422r00.rh,020 f t5 is 5 IS iS M •4 4 I. CE#4 •R6 iS It is :5 SS 23 6evu Y , a 7 p r4 a 0 0 1170005 zl 1. uk4Te00O. Fil 3. MM atPoM. f1Y]i 3:621 NbS/ H3.]i 13)2 $SIAi MrlN4.YH•... 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AYrv4• >o- 2ry ra ul PI*s10 aox50 w15w m55a 365150 305550 Soi0ia COlowe.F0 awi550 au6®ssa 9105350 EXISTING 1163-011 MONOPOLE 44,.2m4p410520,2115002-IO2-21w i eraa. 40007.70I47yp0707-0 N11144021 0070.004441170.01.(110411457.:1 761071714108.11007 24400254000.02 040474004640 .24.n.S.41 vn20144220• VL2011002e4 y}[¢i„lgnlq um.a.. ..I,M4E01 u.wEN01 4411F401 IMV 3M2, MN *M a4w, 2021.0060.0060 5•iaM4a EMS.. eruw,+ 41...C.Y6v.n s n r5 77 15 .4.22422246422.2104100 1 M 33 ♦ IbPmMMM1M 540401 0 0 11003W 0 01..e46�.w . ) 1 a e e..wm...w a 6 R 44¢a ^I 1 I II l M W ro 14114V4 101 161 767 41MIaf M+.. 4e 1: I15:5 :2[31 a510 45204 .SS.p WMx.fhw• 151644 SSM.22 14.5F.51 , 444. TIMSI* ISSUED FOR 2404440 1124...Hem e,:,xu h0,son [.•:.o•:b.aa,. "4feosee 11W1444� nre.ba4 Sw51>Nu 1345x awx020104 001%f>AOAA cnl»,3 NaA MO Mom 446n REV DATE DOWN DESCRIPTION DES./QA 4r4.4 rt E.4.m. ae AA .. ., a. w..... Y 5 aanbl ay5 A 03/25/21 OA nose2 yw �X4 r,.v,l,•� ] PRELIMINARY CJ 0.7017, 0 06/11/21 EB CONSTRUCTION C) 02,4225244 1111110 355554 )Ship 51204I1 R]015S 2540450 5.w.444 712067E 1510177 7122410 444 eke..,., Ar911 AR .Ity1,41 .1015J, 7:777u40 a0R.on y44e AT021_421 #7IX2J222 *I2.LL02n N N .c...<s.w sou _ 41 112 5...4. cm pYR 0004 40140 102550 0.4,0220 40 1D Sp 4E777177:04F 1100•1077.0• Mk4y45440.2 CAA?p4y610 0195150 0091050 NNSym 4m4.4.41 V2.540101- n X41 00 s4F10t H N4 V1.54yro1 n 000 4MMyr1 YM 06 A EmMon flinty. F.kew+ '1 200Iw4044041.40 25 M l5 o 1."rA""n'Iq�2411py1 1 A 4 E 4 4 4 rin .1ieae 00410/71 00.2 Al SZF 0064140r0242n2 azt 61Y on BRED PF'OFFS w4M 00 .250 ..407r re4 *W6lki mlx 5010101 s C 54e,o,a« CI"�A .t. NG k.R 1r1Qy 1551::x ,ssdp 4�`S 4,0. 13 Si 5.2 4/ F AS Melt AR 1,70.7077710 78172PE ...04.1, f]OAl2 `516W #1110. «5#M ,655.A4 415,.M � `7vr, : sA' IREGONl '' m `1,�r�. BIP El - GP� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, m,....5 i.w....•. #....•e.l TO ALTER THIS DOCUMENT +vExv."rn0emr.4........-................. .x•r+mres w 4.Svrw.amr.•e r•.. O REDS SCALE: NOT TO SCALE SHEET NUMBER: t REVISION: C-5 .2 o i 1 JURISDICTIONAL APPROVAL: ■ -_ ver�zonvf 10055501305550]POR-CASCADE[(SG-3 Sectors-28GHz+L-Sub6-3 Sectors) 4 Sector-4x4 RET RRH{700,850,PCS,AWS1,AWS3)+850 NR] 3245 158TH AVENUE MS 231 SECTOR 1 SECTOR 2 SECTOR 3 ( I SECTOR 4 BELLEVU&,WA 98008 lK' ®u 333' .wm � ®,,. .� alL*4CROWN 1 I .r Tt ag It,/r 2 ,. .® . .it dm. CASTLE AVENUE NORTH, mom+It'watt sttALattlyntir m;Ju.._h :�,=s nw. ,^^,- ..,. .a c....... s« 1505 WESTLAKE TILE,WA 98109 SUITE 800 4ry +" ,.,amr.. _a'it'Rri � *YY FULLERTON j �' ' =4GINEER ! NG DES : 1 100 E.WOODFIELD ROAD,SUITE 500 e }at ]Il'Il` o R.1. ' , o. T �,. --t SCHAUMBURG,ILLINOIS 60173 fis.ratwa ' a �• , a F rMtRMXR[:i l'-'' ----j VERIZON SITE NUMBER:163006 `t.ilit.littit Ili'3 BU#:874140 PROGRESS 10185 SW BEAVERTON TIGARD HWY ! TIGARD,OR 97223 EXISTING 116'-0"MONOPOLE 2021.0060.0060 J w. ISSUED FOR: -. v:_._ _., „` lsRnm` _t't 8.3E...." ta «#�n,Sa .. - �.. x^<.,.e—,<. _ . REV DATE DRWN DESCRIPTION DES./QA �...+- ux 1 rw A 03/25/21 JOA PRELIMINARY CJ • •L' : + , • •..'.t t .. T) 0 06/11/21 EB CONSTRUCTION CJ REP Control Path Note: > All Smart Blasts 1SBT)/I Iernal Nasrs,or '0P' a'„,,'''to fy�C PROFF External AISGRET Controllers are by P';' ._ R O�•cE�GINEF 3SO the ROWCUar./14niAPJ PARlarEYS..... Sm. turd5 r� 1N'S 1.2 -- Bard SEA tV (C., F EramPle SA ,.a.'sL"�t- .r I;MS ---Bare48 (r r Antenna Port 1' -- AA Bard as ! _ 78172PE driven by - I -. iv' RRII abet"A" . 1 I i •REGONI . IP yRY44 6ELl.AGPe� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 000NFIGURATION DIAGRAM 1 SCALE: NOT TO SCALE SHEET NUMBER: . REVISION: C-6 0 i JURISDICTIONAL APPROVAL: 0 verizonVif (DELTA) 4 �1� 3245 158TH AVENUE MS 231 280'AZIMUTH "' - ` BET-I FINE,WA 98008 "UT" CROWN Cof:: CASTLE + 1505 WESTLAKE AVENUE NORTH,SUITE 800 {{ (DELTA) i r ; y .> ;�� A. SEATIT.E,WA 98109 312' AZIMUTH } �� FULLERTON I �. t`.`� / _ _ , eRINs DESIGN t / 1100 E.WOODFIELD ROAD,SUITE 500 > z _ SCHAUMBURG,ILUN015 60173 (ALPHA) VERIZON SITE NUMBER:163006 �. 40' AZIMUTH P I BU#:874140 (GAMMA) _ PROGRESS 280' AZIMUTH • / - 10185 SW BEAVERTON TIGARD \ r I{WY \ _ / �\ �� TIGARD,OR 97223 r ., EXISTING 116'-0"MONOPOLE \� \ j' 2021.0060.0060 __ _ ..___ ___ -.r��1 ISSUED FOR I, ` REV DATE DRRTII DESCRIPTION IDP.S./Qa 1 7 ' ' .% ION A 03/26,21 JOA PRELIMINARY CJ I .^ {- - \ 4- i 0 06/11/21 ER CONSTRUCTION CJ 145'AZIMUTH F i. .(4i� Q QF�.S ,� Owe �yGiNEFR �R s�O 22v AZIMUTH 78172PE / i60BAOZIMUTH 4 - •REGONI w • C0 y'l. 9 E C\- ' GROUNDING LEGEND IT IS VIOLATION OP LAW FOR AM'PERSON , UNLESS THEY ARE.4CTING DNDER THE DIRECTION 6 STRANDED OF A LICENSED PROFESSIONAL ENGINEER. & INSULATED O1 ANTENNA GROUNDING PLAN TO ALTER ixTS DDcu1.tEN-r. 1 GROUND BUS BAR I SCALE: NOT TO SCALE SHEET/ET`NUMBER: ` REVISION: • MECHANICAL CONNECTION ■ T- 1 0 V I JURISDICTIONAL APPROVAL: 8" PVC PLUG ,.r--- TO ANTENNA COAJ( TO ANTENNA COAX ---' 8" PVC PLUG CPLG. (THRD.) T/FINISH GRADE COPPER/GALVANIZED GROUND BAR : .00.00.0.0.00 00PPER/GALVANIZED GROUND BAR `� ��. a �� /j•1ea•�0 0 0 00000000000000 ,�p{I0 0000000000000 � Wl IF Onrearriatritevaireir-lit•fir �� ,�� 0 0 0 00000000000000@ ©ii . O ` � •� -•.. .. 000 0000000000000000 B 00aG000000oo0oaoo� �' T' SUBGRADE w �.,,_.. N I ---- #2 SOLID (TEST LOOP) 1 i -- #2 SOLID TINNED COPPER z .1 CONDUCTOR TO TOWER/SHELTER z o / NOTCH SIDES OF 8" PVC SCH 40 PIPE GROUND RING (2 TYP. FOR U n F TO ALLOW EXIT ENTRANCE OF TWO HOLE LONG BARREL -- TWO HOLE LONG BARREL COMPRESSION LUG BOTTOM GROUND BAR ONLY) EXOTHERMIC WELD GROUND RING WIRE COMPRESSION LUG (TYP) MP) o • LU NOTF L NOTES: �I h -------- J • T III III ,-1 I—III— LI 1- 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 1O j , `., ` ` J TRENCH BOTTOM 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). f `, 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. I TOWER2/0 TINNED CU RINGEX i WIRE verizon CADWELD TEST LOOP TO GROUND RING GROUND RING WIRE NOTE% 5/8"0 x 10.-0" LONG COPPER CLAD GROUND ROD 3245 158TH AVENUE MS 231 1. GROUND ROD SHALL BE DRIVEN VERTICALLY. NOT TO EXCEED 45 DEGREES FROM THE BF'T FVUE,WA 98008 VERTICAL Cr GROUNDICHWIRE SHALL BE MIA. 30" BELOW GRADEICOR 6' BELOW FROST LINE. CROWN (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) ,wo CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 OSCALENNOT SECTOR TO SCALE SCALE:GROUND BAR DETAIL OSCALE/NOT TORSCAGROUND BAR DETAIL OLE SCALE INSPECTION NOT TOWELL SCALEDETAIL SEATTLE,WA 98109 FULLERTON ENGINEERING DESIGN 1100 E.WOODFIELD ROAD,SUITE 500 SCHAUMBURG,ILLINOIS 60173 VERIZON SITE NUMBER 163006 1 STAINLESS STEEL BOLT / (TYP) BU#:874140 TO TOWER MOUNTED EQUIPMENT---„ STAINLESS STEEL O �� FLAT WASHER PROGSS TO AMENNA MONOPOLE 2-HOLE CRIMP/ - / / (NP) 10185 SW BEAVERTON TIGARD ¢ COMPRESSION . ANTENNA GROUND BAR CONNECTOR I1WY LOCATED AT MCL \ i (BONDED TO TOWER STEEL) `, GROUND TIGARD,OR 97223 • STANDARD COAX _ BAR EXISTING 116'-0R MONOPOLE CABLE GROUND KIT ; STNNLESS S EEL 2021.0060.0060 CrYP) FLAT WASHER J #6 STRANDED CU WIRE WITH i�` STAINLESS STEEL (TIP) GREEN, 600V, THWN BELLVILLE WASHER STAINLESS STEEL NUT _ _ 6"WIDE METALLIC HTEL ISSUED FOR: INSULATION (OR AS PROVIDED (TYP) (T1'P) GRADE WARNING/LOCATOR TAPE AT _ WITH GROUND KIT) (TEN) I_ SINGLE CONNECTOR AT GROUND BARS N1z' DEPTH REV DATE DaWN DESCRIPTION DFsiQ.A w L N A 03/25/21 JOA PRELBONARY CJ ( �I / — STAINLESS STEEL BOLT 0 06/11/21 P.B CONSTRUCTION CJ )'\, (TYP) STAINLESS STEEL z % FLAT WASHER �STEEL �� EXOTHERMIC WELD COAX GROUND 84R WITH +Th COA% CABLE / INSULATORS, CONNECTEDDRAGON TOOTH WASHER (NP FOR ALL) \ DIRECTLY TO THE BOTTOM w I I OF MONOPOLE. SEE NOTE 1_ (NP �^ i ) TO BTS EQUIPMENT VIA - - - --2/0 TINNED BARE TRAY OR ICE BRIDGE COPPER WIRE +... � R�O PF;OFE.SS ( I S 2-HOLE CRIMP/ --- MONOPOLE PIER COMPRESSION -- STAINLESS STEEL GROUND RING #2 COPPER WIRE CONNECTOR BRIDGE TINNED FORQOCARRIER AND ICE O`6 ��GiNeF� ' FLAT WASHER GROUND WIRE (TYP) M! y GROUND WIREUMW SEE NOTE 3 STAINLESS STEEL - STAINLESS STEEL NUT 78172PE et �. �' BELLVILLE WASHER (TYP) GROUND RING 2/0 FOR i�. NOTE 3 (TYF) TOWER GROUND LOOP - -6- 5 SINGLE CONNECTOR AT STEEL OBJECTS J - •REGONII INSPECTION WELL--'y — m EXOTHERMIC WELD (TYP) NOTES: STAINLESS STEEL �`A SELF-DRILLING - STAINLESS STEEL Y,T. G 1. NUMBER OF GROUNDING BARS NAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA METAL SCREW FLAT WASHER ,v/. �EL\-A LOCATIONS AND CONNECTION ORIENTATION. COA%IAL CABLES EXCEEDING 200 FEET ON THE (TEN) (TYP) - GROUND ROD COPPER TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. CLAD STEEL ROD W/MIN. 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. 2-HOLE CRIMP/ ------- +- ' RN TTT�/ 5/8 0 x 10'-0" LONG TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. COMPRESSION 'r,J 5-_ ' CONNECTOR / 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE • RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. DRAGON TOOTH — METALLIC OBJECT NOTES' WASHER 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE (TIP) VERTICAL SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) IT IS A VIOLATION OP LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION 4 TYPICAL ANTENNA CABLE GROUNDING HARDWARE DETAIL FOR EXTERIOR CONNECTIONS O GROUND ROD DETAIL OE A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE SHEET NUMBER: J REVISION: G-2 0 e I 1 ...‘ WIRE SIZE BURNDY LUG BOLT SIZE JURISDICTIONAL APPROVAL: 404,1 'R #6 AWG GREEN INSULATED YAAC-2TC38 3/8" - 16 NC S 2 BOLT TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC 5 2 BOLT 11 1 clit, ` v Kam;,; II #4/0 AWG STRANDED YA2B-2N 1/2" - 16 NC S 2 BOLT TYPE V.( TYPE VN TYPE BC TYPE SS TYPE OR BURNDY GROUND LUG WI---\ i CHEAT SHRINK , ;., 71 : I: „,„,,,,,, LONG BARREL (CLEAR) (SEE CHART) NUT '-GROUNDING (TYP)^��, CDNDUGTOR _ t rt. LOCK WASHER�� I (TYP) �� TYPE VS TYPE VB TYPE PT TYPE GT° � �� / NOTE' Vj "*L._, GROUND BAR- (SEE 1. ERICO EXOTHERMICB "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC S -(SEE T CHART) 3245 158TH AVENUE MS 231 MOLDS TO BE USED FOR THIS PROJECT. HF7TFW$,WA 98008 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. 0 (TYP)V `, -BBURNDYYTTWWOL HOLE LUG W/ LONG(SEE CHART) CROWN (CADWELD GROUNDING CONNECTIONS `--BARE WIRE TO BE a":„. CASTLE SCALE: NOT TO SCALE NO-OX AT BOTH ENDS 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 ,„--STRANDED (GREEN INSULATED) ONLY FOR #6 AWG(SEE CHART) FULLEIZTON TO ANTENNAS WEATHERPROOFING KIT -- (SEE NOTE 3) ENGINEERING DESIGN (TYPICALLY) ANTENNA CABLE 12" TO 24" _I 1100 E.WOODFIELD ROAD,SUITE 500 120" MAX RX2 T%1/R%1 WEATHERPROOFING KITSCHAUMBURG,ILLINOIS 60173 r I I (TYP) NOTES: VERIZON SITE NUMBER 163006 COAX JUMPER (TYP.)� / _GROUND GROUND KIT 1. ALL GROUNDING LUGS ALL HARDWARE BOLTS.ARE NUTS, LOCK WAS BE ALLED PER HERS SHALLABEFSTA STAINLESS ESS STEEL.SPECIFICATIONS. DNS. 1 (TYP) ALL ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. BU#:874140 coNNEcrDR —� �� q6 AWG MECHANICAL LUG CONNECTION PROGRESS ( k6 AWG STRANDED COPPER GROUND WIRE WEATHERPROOFING KIT (TYP. SEE NOTE 2) _ COP SCALE: NOT TO SCALE 10185 SW BEAVERTON TIGARD GALV (GROUNDED TO GROUND EAR). SEE NOTE 1 & 2 a / COAXERGROUNDANBARD HWY BONDED DIRECTLY TOWER > TIGARD,OR 97223 CABLE GROUND KIT CABLE CONNECTOR --.. - _. EXISTING 116'-0"MONOPOLE ANTENNA CABLE ' #6 AWG MIN. FROM ANTENNA 2021.0060.0060 TO OTS EQUIPMENT (TYP.) CABLE GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND b ISSUED FOR: WIRE DOWN TO GROUND BAR. NOTES; REV DATE DRWN DESCRIPTION DES./QA 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND A 03/25/211 JOA C] WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE-- -. - - - J - - - - 0 06/11/21 EE CONSTRUCTION CJ 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COW SHRINK SHALL NOT BRIDGE, OR ON ANTENNA TOWER - - BE USED. 2. WEATUSEHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE `,_`^^^ (CABLE GROUND KIT CONNECTION OOOO 000 0 O 3 SCALE: NOT TO SCALE n n (GROUND CABLE CONNECTION � � � �� SCALE: NOT TO SCALE �� , �rDPZDF� 3/8-11 z1" TAMPER - ® EXOTHERMIC WELD'TWO OE LUG, OR L BE USED - - BE ELIMINATED N WHENG SHALL LLGROUND BAR 0+5� �GIN$F S�O RESISTANT(nP' WITH }f2 AWG BARE CONDUCTOR IS ELECTRICALLY BONDED TO Q WIRE TO BUILDING SERVICE METAL TOWER Ce INSULATORS _ GROUND OR GROUND RING "' 78172PE i BEE NOTE 2. ---��:/ S� 7 (TYP) / 0" •REGON� WALL BRACKET 0 4, (GROUNDWIRE INSTALLATION f Q O 0 NOTE: MINIMUM OF ---, S/S NUT SCALE: NOT TO SCALE '�' �� 0 0 3 THREADS TO BE (TYP) -/-1_ Y- azziiittoit Q 0 0 VISIBLE lAC2 O 0 (TYP) / 8 E I- 0 A WASH ELIT 0 0 0 ` 2 HOLE LONG . BARREL TINNED ' ( p)ER #2 TINNED SOLID IN 3/4" LIQUID TIGHT - PIPE L UNIVERSAL COPPER SOLID COPPER �- CONDUIT FROM 24" BELOW GRADE TO // 0 GROUND BAR (4'z20") LUG + j! ;--- S/5 FLAT WITHIN 3" TO 6" OF CAD-WELD LOCK WASHER (TYP) LPL �� % WASHER TERMINATION POINT. EXPOSED END OF P/N M10 _•I•� 11 lip (TYP) THE LIQUID TIGHT CONDUIT MUST BE �� SEALED WITH SILICONE CAULK. TWO-HOLE IVIiI�� COMPRESSION LUG TIN COATED SOLID - . CADWELD NOTF4 COPPER BUS BAR T, (TYP) S/S FLAT , WASHER ti 1 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE CHERRY INSULATOR ---- -- (TYP) _ ___ , USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-10091. NO INSTALLED IF REQUIRED IT IS A VIOLATION OF LAW FOR ANY PERSON, MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, UNLESS THEY ARE ACTING UNDER THE DIRECTION S/S BOLT TIE INTO EXISTING GROUND RING OF A LICENSED PROFESSIONAL ENGINEER, CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. 1.1 (TYP) TO ALTER THIS DOCUMENT'. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. SHEEETT NUMBER REVISION: (SCA GROUND LE: NOT RO SCALE (SCALE NOT TO SCALE OSCALEITIOONIN TONT SCALE44. D DETAIL ��J DETAIL LUG 2 0 . 9 ,l► ►11 ES Tower Engineering Solutions 320 GREENWAY DRIVE, SUITE 600 1RVING, TX 75038 PH: (972) 483—C607 MODIFICATION AND DESIGN DRAWINGS FOR EXISTING ANTENNA MOUNTS verizon EXISTING MONOPOLE TOWER TES JOB NO: 10047417 CUSTOMER SITE NO. PROPOSED CARRIER: VERIZON 163006-VZW CUSTOMER SITE NAME: — POR TOWER OW\ ER: CROWN CASTL= / TOW=R OWE _R SITE #: 874140 CASCADI E CROWN COLLODE ALT 10185 SW CASCADE • CARRIER SITE #/NAVE: 163006—VZW / CASCADE — POR CASCADE ALT 1 CROW\ CO_LO TIGARD, OR 97223 tr/( L O PROAF COORDINATES (LATITUDE: 45.446528% LONGITUDE: -122.783478') ��,��aG1N�FRsS.02 w a :...„7-6:::„Noct----; FUZE ID # 16230328ro WE1 K EXPIRES: / , opt -T''1WN BY:GA CHECKED BY: TP/HR OESCR Flo BY DATE AFIRST ISSUE GA 05/07/21 A A A SKEET ITLE: Contractor PMI Requirements SHEET SHEET TITLE REV J T-1 TITLE SHEET 0 TITLE SHEET oPMI Accessed At https://pmi.vzwsmart.com BOM BLL OF MATERIALS 0 GN-1 GENERAL NOTES 0 0 un Smart Tool Vendor Project 10047417 A-1 ANTENNA MOUNT MODFlCATION DETALS 0 S/ property i'nis drawm documents iti= of Number A-p ANTENNA MOUNT PHOTOS 0 Tower Engineering Solutions, LLC. lnformot or contained herein Is conside,ed confidential in v VzW Location Code (PSLC) 163006 D-1 STANDARD DETALS 0 nature and is to be used only for the -a- SAF-1 SAFETY CABLE GUIDE DETALS 0 specific s',te that it was intended for. Reproduction, transmission, publication or LS' *** PMI and Requirements also embedded in Mount Analysis VZWSMART-MSKfi BACK TO BACK CROSSOVER disclosure by any method is prohibited y NOTE: Report PKBK-ENG-01-R1 PERFECT VISION MONOPOLE KICKER BRACE KR except by express written peLLC. Wit from o Tower Engineering Solutions, LLC. Without exception, the information on this — 1. THE MODIFICATION DRAWINGS ARE BASED ON THE drawing/document remains the property of ci TES PROJECT NO. 10037297, DATED 02/20/2021. VzW APPROVED SMART KIT VENDORS Tower Engineering Solutions, U . ow s SHEET NUMBER: REV #: Refer to Mount Modification Drawings Page for 0. VzW SMART KIT Approved Vendors T— 1 BILL OF MATERIALS QUANTITY QUANTITY PIECE '' II' COUNTED PROVIDED PART NUMBER DESCRIPTIONS SHEET LIST WEIGHT WEIGHT(LB) NOTES (LBS) SMATERIAL&HARDWARE 4 4 VZWSMART-MSK6 BACK TO BACK CROSSOVER A-1,VZWSMART-MSK6 34.0 136.0 Galvanized Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 - IRVING, TX 75038 PH: (972) 483-0607 verizon TES JOB NO: 10047417 CUSTOMER SITE NO: 163006—VZW CUSTOMER SITE NAME: CASCADE — POR CASCADE ALT FOLLOWING ITEMS ARE"CUSTOM"PARTS 1 CROWN COLLO 8 8 PST2375-4 2"PST(2.375"O.D.X 0.154"THK)X 4'-0"A53 GR-B 35KSI A-1 15.07 120.6 GALVANIZED 10185 SW CASCADE TIGARD, OR 97223 1 1 PV-PKBK-4-M PERFECT VISION MONOPOLE KICKER BRACE KIT A-1 903.00 903.0 GALVANIZED 8 8 L331875-10 L 3"X 3"X 3/16"X 10'-0"A36 A-1,D-2 38.11 304.9 GALVANIZED(FINAL CUT LENGTH TO BE DETERMINED IN FIELD) 2 2 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) D-1 0.00 0.0 GALVANIZED DRAWN BY:GA CHECKED BY: TP/HR RREEV. DESCRIPTOR BY DATE /'I\FIRST ISSUE GA 05/07/21 A _ A _ A TOTAL WEIGHT(LBS)= 1464.4 A \ VzW Mount Modification Kits-Approved Vendors SHEET TITLE: PerfectVision Metrosite Fabricators,LLC Sabre Industries Inc BILL OF MATERIALS Contact: Wireless Sales wirelesssales@perfect-vision.com Contact: Kent Ramey kent@metrositellc.com Contact: Angie Welch akwelch@sabreindustries.com 0 S Phone Number 844.887.6723 Phone Number (0)706.335.7045 (M)706.982.9788 Phone Number 866.428.6937 rn Website www.perfect-vision.com Website metrositefabricators.com Website www.sabresitesolutions.com This drawing/document is the property of cr Tower Engineering Solutions, LLC. Information c contained herein is considered confidential in ei m nature and is to be used only for the c specific site that it was intended for. g SiteProl CommScope Reproduction, transmission, publication or c �`' disclosure by any method is prohibited paua. oswe@varnont.comContact: Salvador n uiano Salvador.Anguiano@commscope.com a� Contact: Paula Boswell lb ll l A g except by express written permission from g Phone Number 972.236.9843 Phone Number 817.304.7492 Tower Engineering Solutions, LLC. Without exception, the information on this N Website www.siteprol.com Website www.commscope.com drawing/document remains the property of o Tower Engineering Solutions, LLC. _c"" SHEET NUMBER: REV #: The manufacturers listed are the only approved vendors for the VzW Mount Kits. Each manufacturer will be aware of which kits have been through the VzW approval process and they are in turn approved to sell. Please note that the material utilized on the mount 3 0 VI 0 modifications will be reviewed as a part of the Desktop PMI completed by the SMART tool vendor. It will be required that the VzW kits specified are utilized in the modification. GENERAL NOTES ,,I I,) 1. ALL WORK SHALL COMPLY WITH THE ANSI/TIA-222-H, ANSI/ASSP A10.48, 2019 OREGON STRUCTURAL SPECIALTY CODE, AND ANY TABLE 8.2 NUT ROTATION FROM SNUG-TIGHT OTHER GOVERNING BUILDING CODES AND OSHA SAFETY REGULATIONS. CONDITION FOR TURN-OF-NUT PRETENSIONINGa'b IES2. ALL WORK INDICATED ON THE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN TELECOMMUNICATIONS TOWER, POLE AND FOUNDATION CONSTRUCTION. DISPOSITION OF OUTER FACE OF BOLTED PARTS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL MISCELLANEOUS PARTS (SUCH AS SHIMS), TO BOTH FACES SLOPED PED TEMPORARY SUPPORTS, AND GUYINGS, ETC., PER ANSI/ASSP A10.48, TO COMPLETE THE ASSEMBLY AS SHOWN IN THE DRAWINGS. BOLT LENGTFF BOTH FACES ONE FACE BOLT AXIS,NORMAL OTHER NOT MORE THAN 1:20PED Tower Engineering Solutions4. CONTRACTOR SHALL PROCEED WITH THE INSTALLATION WORK CAREFULLY SO THE WORK WILL NOT DAMAGE ANY EXISTING CABLE, NORMAL TO SLOPED NOT MORE THAN FROM NORMAL TO BOLT g EQUIPMENT OR THE STRUCTURE. 1320 GREENWAY DRIVE, SUITE 600 5. THE USE OF GAS TORCH OR WELDER, ARE NOT ALLOWED ON ANY TOWER STRUCTURE WITHOUT THE CONSENT OF THE TOWER BOLT AXIS 1:20d AXISe IRVING, TX 75038 - OWNER. NOT MORE THAN PH: (972) 483-0607 - 6. GENERALLY THE CONTRACTOR IS RESPONSIBLE TO CONDUCT AN ONSITE VISIT SURVEY OF THE JOB SITE AFTER AWARD, AND 4db 1/3 TURN 1/2 TURN 2/3 TURN REPORT ANY ISSUES WITH THE SITE TO TES BEFORE PROCEEDING CONSTRUCTION. MORE THAN 4d 7. IT IS THE RESPONSIBILITY OF THE GC TO VERIFY THAT THERE IS NO INTERFERENCES (WITH SAFETY CLIMB BRACKETS, TRANSMISSION b LINES, ETC.) PRIOR TO MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. BUT NOT MORE 1/2 TURN 2/3 TURN 5/6 TURN 8. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING ® 972-483-0607 OR THAN 8db verizon=i rc EMAIL-TESORDERS®TESTOWER.US MORE THAN 8db BUT NOT MORE 2/3 TURN 5/6 TURN 1 TURN FABRICATION THAN 12db 1. ALL STEEL SHALL MEET OR EXCEED THE MINIMUM STRENGTH AS SPECIFIED IN THE DRAWINGS. IF YIELD STRENGTH WAS NOT NOTED a NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) TES JOB NO: IN THE DRAWINGS, CONTRACTORS SHALL CONTACT TES FOR DIRECTION. BEING TURNED. FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS, THE 10047417 2. ALL FIELD CUT EDGES SHALL BE GROUND SMOOTH. ALL FIELD CUT AND DRILLED SURFACES SHALL BE REPAIRED WITH A MINIMUM TOLERANCE IS PLUS OR MINUS 30 DEGREES; FOR REQUIRED NUT ROTATIONS OF CUSTOMER SITE NO: OF TWO COATS OF ZINGA COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 2/3 TURN AND MORE, THE TOLERANCE IS PLUS OR MINUS 45 DEGREES. 163006-VZW CUSTOMER SITE NAME: WELDING b APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP IS STEEL. CASCADE - POR CASCADE ALT 1. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS a WHEN THE BOLT LENGTH EXCEEDS 12db, THE REQUIRED NUT ROTATION SHALL BE 1 CROWN COLLO WELDING CODE D1.1. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNO. (E70XX UNLESS DETERMINED BY ACTUAL TESTING IN A SUITABLE TENSION CALIBRATOR THAT 10185 SW CASCADE NOTED OTHERWISE). SIMULATES THE CONDITIONS OF SOLIDLY FITTING STEEL. TIGARD, OR 97223 2. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING APPROX. 0.5" BEYOND THE d BEVELED WASHER NOT USED. PROPOSED FIELD WELD SURFACES. 3. ALL WELDS SHALL BE INSPECTED VISUALLY. A MINIMUM OF 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. 100% OF WELDS SHALL BE INSPECTED IF DEFECTS ARE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004 FOUND. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS 4. WELD INSPECTIONS SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. 5. AFTER INSPECTION, ALL FIELD WELDED SURFACES SHALL BE REPAIRED WITH A MINIMUM OF TWO COATS OF ZINGA COLD INSTALLATION TORQUE REQUIRED FOR HOLLO BOLTS AND AJAX BOLTS: GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 1. HB12 HOLLO BOLT: 59 FT-LBS BOLTED ASSEMBLIES AND TIGHTENING OF CONNECTIONS 2. HB16 HOLLO BOLT: 140 FT-LBS 3. HB20 HOLLO BOLT: 221 FT-LBS 1. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 4. M20 AJAX BOLT: 280 FT-LBS. OR A490 BOLTS AS APPROVED BY THE RCSC. 2. FLANGE BOLTS SHALL BE TIGHTENED BY THE AISC 'TURN-OF-THE-NUT" METHOD. THE FOLLOWING TABLE SHOULD BE USED FOR FIELD HOT WORK PLAN NOTES: THE 'TURN-OF-THE-NUT" TIGHTENING. 3. SPLICE BOLTS AND ALL OTHER BOLTS IN BEARING TYPE CONNECTIONS SHALL BE TIGHTENED TO A SNUG-TIGHT CONDITION. FOLLOWING GUIDELINES SHALL BE COMPLIED WITH: 4. THE SNUG-TIGHT CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED BY EITHER A FEW IMPACTS OF AN IMPACT WRENCH OR THE 1. CONTRACTOR'S RESPONSIBILITY TO COMPLETE A HOT WORK PLAN IF AWARDED PER CUSTOMER DRAWN BY:GA CHECKED BY: TP/HR FULL EFFORT OF AN IRONWORKER WITH AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. SPECIFICATIONS GUIDELINES FOR WELDING, CUTTING & SPARK PRODUCING WORK. 5. HB HOLLO-BOLT SHALL BE INSTALLED PER ICC ESR-3330 INSTRUCTIONS. 2. HAVE A FIRE PLAN APPROVED BY THE CUSTOMER AND THEIR SAFETY MANAGEMENT DEPT. REV DESCRIPTOR BY DATE 3. CONTRACTOR MUST OBTAIN THE CONTACT INFO OF THE LOCAL FIRE DEPARTMENT AND THE 911 A FIRST ISSUE GA 05/07/21 VERIFICATION AND INSPECTION ADDRESS OF THE TOWER SITE BEFORE CONSTRUCTION. A 4. CONTRACTOR SHALL MAKE SURE THAT CELL PHONE COVERAGE IS AVAILABLE IN THE TOWER SITE. IF A 1. IF APPLICABLE, VERIFICATION INSPECTION TO BE PERFORMED SHALL BE IN ACCORDANCE TO IBC-2018 SECTION 1705.2 FOR STEEL CELL COVERAGE IS NOT AVAILABLE, AN IMMEDIATE AVAILABLE MEANS OF DIRECT COMMUNICATION WITH CONSTRUCTION AND TABLE 1705.3 FOR CONCRETE CONSTRUCTION. THE FIRE DEPARTMENT SHALL BE DETERMINED PRIOR TO CONSTRUCTION START. A 5. ALL CONSTRUCTION SHALL BE PERFORMED UNDER WIND SPEED LESS THAN 10 MPH ON THE GROUND A LEVEL IF WIND SPEED INCREASE, CONTRACTOR MUST DETERMINE IF CONSTRUCTION SHALL BE SHEET TITLE: DISCONTINUED. 6. FIRE SUPPRESSION EQUIPMENT MUST BE MADE AVAILABLE ON SITE AND READY TO USE. LH 7. CONTRACTOR SHALL ASSIGN A FIRE WATCHER TO PERFORM FIRE-FIGHTING DUTIES. GENERAL NOTES ,n 8. ALL WELDERS SHALL BE AWS OR STATE CERTIFIED. THEY MUST ALSO BE EXPERIENCED IN WELDING ON `o GALVANIZED MATERIALS. 0 9. IF IT IS POSSIBLE, ALL EXISTING COAX NEAR WELDING AREA SHALL BE TEMPORARILY MOVED AWAY on FROM THE WELDING AREA BEFORE WELDING THE PLATES. This drawing/document is the property of c 10. PLEASE REPORT ANY FIELD ISSUE TO TES ® 972-483-0607. Tower Engineering Solutions, LLC. Information contained herein is considered confidential in a`> nature and is to be used only for the c specific site that it was intended for. Reproduction, transmission, publication or w disclosure by any method is prohibited at except by express written permission from O Tower Engineering Solutions, LLC. Without 1- exception, the information on this o Tower Engineering SoutionsthLLCe roperty of L SHEET NUMBER: REV #: cr GU- 1 0 U 7- 1 1 I It1111 SCOPE OF WORK _ O INSTALL NEW VZWSMART BACK TO BACK CROSSOVER, (1) PER SECTOR. SEE SHEETS 7/1//: - ES VZWSMART—MSK6 AND D-1 FOR DETAILS. OA. INSTALL NEW 2' PST (4'-0' LONG) RAYCAP MOUNT PIPE AS SHOWN, (2) PER __� _ SECTOR. SEE SHEET D 1 FOR DETAILS, 1 --------.1------, Tower Engineering Solutions B. RELOCATE ALL EXISTING RAYCAPS TO NEW RAYCAP MOUNT PIPES. / 1320 cREENwAY DRIVE, SUITE 600 — --fit IRVING, TX 75038 `�� 1-� F-: (972) 483-0607 3O A. REMOVE EXISTING RAYCAP COLLAR MOUNT AND STAND OFF TO ACCOMMODATE THE INSTALLATION OF NEW PERFECT VISION MONOPOLE KICKER BRACE KIT. SEE I! 1r f� PHOTO 2 ON A-2 SHEET. B. INSTALL NEW PERFECT VISION MONOPOLE KICKER BRACE KIT (PV PKBK-4—M). i „ , x- / verizon SEE SHEET PKBK—ENG-01—R1 FOR DETAILS. 1 • / _ 1 P 1 /,' UUSE PROVIDED LONGER ANGLE (L331875-10), IF ANGLE FROM KIT IS TOO SHORT. {. © 1 f FIELD CUT AND TRIM TO MATCH REQUIRED LENGTH. ;t;' }( 'w {,' �11 %,' 1 '. YES JOB NC: t ,r 10047417 r NOTE: f D-1 / I }-- - // FIELD CUTTING AND FIELD DRIWNG MAY BE NECESSARY TO ACHIEVE THE jf r -�_ CUSTOMER SITE NO: REQUIRED DIMENSIONS MATCH WITH PERFECT VISION MONOPOLE KICKER BRACE KIT. f / r,` , 'I` �Y f_ w 163 ER SITE W I -� }- '1 r \ � �-}' €. CUSTOMER SITE NAME OINSTALL NEW SAFETY CLIMB GUIDES TO PREVENT DUSTING SAFETY CLIMB FROM RUBBING_ / E ,—i ' w I \ ' / '-'-::---../.' - -= CASCADE FOR CASCADE ALT AGAINST NEW AND EXISTING COLLAR MOUNTS. SEE SHEET SAF-1 FOR DETAILS. -� 4 r,' 'f I f/ � 1 CROWN COLLO 1 O THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP, REMOVAL AND DISPOSAL �" --�--'---/---�-� A I� 10185 SW CASCADE --__- `.', f yl TIGARD, OR 97223 OF EXCESS MATERIALS USED AND REMOVED FROM THE STRUCTURE AT THE COMPLETION r -,._---� t, OF THE PROJECT. k� i f r y-1'�-- 111\ -- -- r _ _ / iii • ef t: Y �. — r 1 '� I" ' '.,.. ...., ..411144 4.4 , I x� ., 41111140 =w. +er /mob ., . EXISTING ANTENNA MOUNT / ' a ® 75' ELEV. 'II f` .�' -k° DRAWN BY:GA CHECKED BY. TP/HR !*"- ' . ,,i' lt, A . "jr v� ' —r `." 1... REV. DESCRIPTION BY DATE FIRST ISSUE GA 05/07/21 3 `4 Y � f. .I, ..� �. • — _ f. �p A t * l" a�' 6:1 A PHOTO 1 A ISOMETRIC VIEW S EETTITLE: 1. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THERE IS NO EXISTING ANTENNA MOUNT 0 75' ELEV. ANTENNA MOUNT INTERFERENCES WITH (PORT HOLES, SAFETY CLIMB BRACKETS, TRA S&IISSION UNES, ETC.) PRIOR TO MOBIUZATION AND INSTALLATION OF THESE MODIFICATIONS. M O D I F I CAT ON DETA LS 2. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING 0 972-483-0607 OR EMAIL— US This drawing/documentis the property of n Tower Engineering Solutions, LLC. Information 0 contained herein is considered confidential in nature and is to be used only for the 1. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS AND/OR ANY OTHER specific site that it was intended for. on MEMBERS WHERE OBSTRUCTION WITH THE PROPOSED MODIFICATION MAY OCCUR. Reproduction, transmission, publication or uid cisclosure by any method is prohibited except by express written permission from ` 2. WHEN FIELD CUTTING AND DRILLING ANGLES, USE SAME GAGE LINES AND EDGE DISTANCES Tower Engineering Solutions, LLC. without 1- AS INDICATED ON SHOP CUT AND DRILLED ENDS. ITEM exception, the information on this QTY. PART NO. DESCRIPTIONS drawing/document remains the property of ,-.1 NO.3. APPLY (2) COATS OF ZINGA COLD GALVANIZING COMPOUND AS PER THE MANUFACTURER'S Tower Engineering Solutions, LLC. 1 4 VZWSMART-MSK6 BACK TO BACK CROSSOVER SPECIFICATIONS TO ALL FIELD CUT AND DRILLED AREAS. SHEET NUMBER: REV #: 2 8 PST2375-4 2"PST(2.375"O.D.X 0.154"THK)X 4'-0"A53 GR-B 35KSI a 4 MEMBERS IN BLUE COLOR ARE NEW REINFORCEMENTS. 3 1 PV-PKBK-4-M PERFECT VISION MONOPOLE KICKER BRACE KIT A- 1 0 u c 4 8 L331875-10 L3"X3"X3/16"X10'-0"A36 REMOVE EXISTING RAYCAP COLLAR MOUNT AND i'l III STAND OFF TO ACCOMMODATE THE INSTALLATION OF NEW PERFECT VISION MONOPOLE KICKER BRACE KIT. , , ..‘lk .. ..- - ‘,...-. : , , I ES L. T ems. .' �f Tower Engineering Solutions `• p ,.---`- '�..` 1320 GREENWAY DRIVE, SUITE 600 ` t IRVING, TX 75038 r , 1100* �, - verizon y. _ii ,..„.... :..„. .. +d4q -h . , vi k. � l 4 i t A„, ..� 1TES JOB N 7 lir 1 t E ` u ,1 ' ., V"::.. ." - CUSTOMER SITE NO. `" ,_ ex \, 163006—VZW 7 s 1.. /,,I, ;._ CUSTOMER SITE NAME: 1 , `j= . r CASCADE — POR CASCADE ALT 1 , 1 CROWN COLLO / f •a 1 , I ( �k " : `r _ 1�185 SW CASCADE t cARo, OR 97223 PHOTO 1 PHOTO 2 RELOCATE ALL EXISTING RAYCAPS TO NEW RAYCAP INSTALL NEW SAFETY CLIMB GUIDES TO PREVENT EXISTING SAFETY CLIMB FROM RUBBING AGAINST NEW AND EXISTING COLLAR MOUNTS. MOUNT PIPES. SEE SHEET SAF-1 FOR DETAILS. or- _Aglaia" „mil ' 7 liWit lir: i, i.i i \-, „ , - I , 4: µ 'F i Ts • .:. „.. 4 k a DRAWN BY GA CHECKED BY TP/HR : a ,K "- ` REV. DESCRIPTION BY DATE -"+" ' v FIRST ISSUE GA 05/07/21 E , --. I, ` j\ • /. A r ate- — t — A f i A* -'.; SHEET TITLE: • n ! ` ` ANTENNA MOUNT PHOTOS ,z w �'" �'1 •+ tiz This drawing/document is the property of cn ., Tower Engineering Solutions, LLC- Information c' '`ti ',�;;_ ,� contained herein is considered confidential in 'c 1� �' ` : .`"� , yr nature and is to be used only for the �„� ,�` ' ar.•. 1 I specific site that it was intended for. w Ii ( +, ;{ ar �,• T Reproduction, transmission, publication or F I ` disclosure by any method is prohibited d _. _ 4 ,I "1 i� except by express written permission from Tower Engineering Solutions, LLC. Without PHOTO 3 PHOTO 4 exception, the information on this N drawing/document remains the property of REMOVE EXISTING RAYCAP COLLAR MOUNT AND BM: Tower Engineering Solutions, LLC. STAND OFF TO ACCOMMODATE THE INSTALLATION EXISTING RRUS/EQUIPMENF MAY BE RELOCATED SHEETNUMBER: REV #: L OF NEW PERFECT VISION MONOPOLE KICKER ALONG THE MEMBER TO ACCOMMODATE THE 0 BRACE KIT. INSTALLATION OF NEW MOUNT MODIFICATION A-2 O ,i, ,il 9 NEW PERFECT VISION COLLAR MOUNT ES ---5 (PART# PV—RM1060-4), SEE SHEET PKBK—ENG-01—R1 FOR DETAILS Tower Engineering Solutions ,,,\ 1_ . j 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 �=► i7i PH: (972) 483-0607 . =11M0 IL ' u EXISTING COLLAR-� � MOUNT NEW PERFECT VISION KICKER BRACE KIT ver�zon �\ (PART# PV PKBK 4 M), SEE SHEET -' �k, PKBK-ENG-Ot-R1 FOR DETAILS n TES JOB N0: 'lsi II v ' ° 10047417 N1 01i CUSTOMER SITE NO: 163006—VZW EXISTING T-ARM. CUSTOMER SITE NAME: II ' � EXISTING SUPPORT CASCADE - POR CASCADE ALT .L A ARM 1 CROWN COLLO 1AO . l 10185 SW CASCADE a.d �I TIGARD OR 97223 r , 1 NEW VZWSMART BACK TO BACK CROSSOVER KIT. SEE SHEETS i I-I A-1 AND VZWSMART-MSK6 FOR DETAILS NEW 2.375" O.D. RAYCAP J MOUNT PIPE. SEE SHEET A-1 L. A a DETAIL FOR DETAILS 3 6" ±3" D-1 (Ti?) Ailli DETAIL D-1 DRAWN BY:GA CHECKED BY: TP/HR REV. DESCRIPTION BY DATE A FIRST ISSUE GA 05/07/21 NEW PERFECT VISION KICKER BRACE KIT A / (PART# PV-PKBK-4-M), SEE SHEET A I PKBK-ENG-01-R1 FOR DETAILS A A Eli SHEET TITLE: .r •r STANDARD DETAILS o EXISTING SUPPORT = ARM D un w v 111 This drawing/document is the property of o• Tower Engineering Solutions, LLC. Information c contained herein is considered confidential in a i nature and is to be used only for the SECTION A-A specific site that it was intended for. Q' Reproduction, transmission, publication or w disclosure by any method is prohibited 5 except by express written permission from o Tower Engineering Solutions, LLC. Without exception, the information on this N drawing/document remains the property of o Tower Engineering Solutions, LLC. N s NOTES: SHEET NUMBER: REV #: 7 1. HOT-DIPPED GALVANIZED PER ASTM A123. O 2. ALL HOLES ARE 11/16" DIA. U.N.O D- 1 0 ss NEW TUF-TUG TOP HEAD - SION BRACKET (PART# 115-34 •. INSTALL ,„ .,_ ,,, T ,,, s .... PER MANUFACTURER'S 'ECIFICATIONS. ES/ E . NGSAFETY CABLE n LAD ASSEMBLY LC: 11 II -�--YO - T -'' SAFETY CLIMB CABLE • Tower Engineering Solutions HEAVY COLLAR MOUNT i EXISTING .'FETY 1320 GREENWAY DRIVE, SUITE 600 z U .._I CABLE 'D ASSEMBLY IRVING, TX 75038 • FIELD DRILL 7/16"0 HOLES /-:I 0 PH: (972) 483-0607 INTO TOP BRACKET (TMP-1) TO ALLOW / / (TMP) , - INSTALLATION OF SAFETY CABLE GUIDE C - w I I Q , SUPPORT ARM '` Verizon 4 NEW SAFETY CLIMB CABLE ri ' ' O \ ` EXISTING SAFETY CABLE GUIDE (PART# PN 115-203) A Al (TUF-TUG OR EQUIV.) © I \ L(TYP) (TYP) TES JOB N0: SUPPORT ARM EXISTING COLLAR MOUNT 10047417 CUSTOMER SITE NO: EXIS G 163006 VZW 0 TYPE - 1 EXIS C.E TOWER CUSTOMER SITE NAME: SECTION "A—A" CASCADE — POR CASCADE ALT 1 CROWN COLLO ITEM QTY. PART N j DESCRIPTIONS AI TYPE — 2 10185 SW CASCADE 11GARD, OR 97223 1 1 T -1 PL 1/4"X 2"X 9 1/2"A36SAFETY HMI MrCLIMB GUIDE MAY BE INSTALLED ON EITHER 3 .J• RIGHT 2 1 MP-1 P L 1/4"X 2"X 61/2"A36 SIDE OF THE SUPPORT ARM, DEPENDING ON WHERE THE Da ", 3 2 -- THREADED ROD 3/8"X 8"A36 SAFETY CLIMB IS LOCATED. ITEM *TY PART NO. DESCRIPTIONS 4 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) N• 2 -- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 1 1 115-345 TUF-TUG MONOPOLE HEAD EXTENSION ASSEMBLY EXISTING OR NEW COLLAR MOUNT--. 3" (MIN) Y7 /—FIELD DRILL 11/16° DIA SAFETY CLIMB CABLE/ HOLE ON COLLAR MOUNT 4 0 NEW SAFETY CUM; CABLE (TMP) GUIDE PART 5 203) O n _ (TUF-TUG 0' EQUIV.) EXISTING MONOPOLE TOWER. OO 0 91 $ < I �`� DRAWN BY:GA CHECKED BY: TP/HR I. „ \ G MHEAVY OUNT COLLAR 2 REV. DESCRIPTION BYDATE VJ \, © l ® FIRST ISSUE GA 05/07/21 • \ I (TMP) NEW SAFETY C B CABLE A - NEW SAFETY CLIMB CABLE- UIDE (PART 115 203) /� GUIDE (PART# PN 115-203) ( . -TUG �R EQUN.) _ l l I I /� _ (TUF-TUG OR EQUV.) �� '� SHEET TITLE: \..z - -- 1 _ 41 -EXIST 11. SAFETY CLIMB I NG FLANGE c.) EXISTING SAFETY CLIMB I I / CM. E CABLE I_ — EXISTING OWER LEG SAFETY CABLE GUIDE L'5. 0 TYPE — 4 DETAILS COLLAR MOUNT o THREADED ROD �' This drawing/document is the property of cr) Tower Engineering Solutions, LLC. Information c' © TYPE - 3 ) ;, TYPE - 5 contained herein is considered confidential in SAFETY FMB GUIDE MAY BE INSTALLED ON ETTH r LEFT OR RIGHT natue and specitfic site that s to be was intended for. used only for he SIDE • THE COLLAR MOUNT, DEPENDING ON WH THE EXISTING nir Reproduction, transmission, publication or 1..L.1 7' CLIMB IS LOCATED. disclosure by any method is prohibited at except by express written permission from Tower Engineering Solutions, LLC. Without o ITEM QTM PART NO. DESCRIPTIONS ITEMNO. QTY. PART NO. DESCRIPTIONS exception, the information on this c� NO. Tower Engineering Solutions,drawindocument remains thLLCproperty of CD 1 1 TMP-2 PL 1/4"X2"X7"A36 1 SCGB-4 L5"X3"X1/4"X71/2"A36 SHEET NUMBER: REVS o, ITEM 2 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) 2 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) SAF- 1 g NO. QTY. PART NO. DESCRIPTIONS 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 1 MS02-625-4625-700 RU-BOLT 5/8"X 4 5/8"I.W.X7"I.L.A36(OR EQUIV.) 1 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV) 4 1 -- BOLT 5/8"X 2"A325 4 2 --- BOLT 3/8"X 1 1/2"FULL THREAD SAE GR 5 THE FOLLOWING DRAWINGS ARE INCLUDED FOR REFERENCE ONLY PLEASE REFER TO THE INSTALLATION DRAWINGS FOR ACTUAL INSTALLATION DETAILS VzW SMART Tool' Vendor FIT UP TO 4.50" O.D. PIPE verizon (NOT INCLUDED IN THIS KIT) t FIT UP TO 6" X 6" TUBE (NOT I INCLUDED IN THIS KIT) (TYP) e 0000 �- I (TYP) Ai , l) ,t-:, ,,I ' DODO (TYP) 1I 6 J II IIINI ISOMETRIC VIEW BACK TO BACK CROSSOVER DRAWN BY:SK CHECKED BY: BT/KW REV. DESCRIPTION BY DATE A FIRST ISSUE SK 05/08/20 VZWSMART-MSK6 (VZWSMART-MSK6 - BACK TO BACK CROSSOVER) AA ITEM QTY. PART NO. DESCRIPTION SHEET # WT A NO. A 1 2 PL375-8512 PL 3/8" X 8 1/2" X 1'-0" A35 MSK6-F2 20.7 2 4 VCP PL 1/2" X 2" X 8 5/8" A36 BENT PLATE MSK6-F1 9.6 SHEET TITLE: 3 4 THREADED ROD 5/8" DIA. X 10" F1554-36 HDG VZWSMART-MSK6 4 16 NUT-625 5/8" HDG HEX NUT 2 BACK TO BACK 5 16 FW-625 5/8" HDG USS FLAT WASHER 1 CROSSOVER 6 16 LW-625 5/8" HDG LOCK WASHER 0 SHEET NUMBER: REV p: NOTES: 7 8 BOLT 5/8" X 6" SAE GRADE 5 ALL THREAD --- 1 VZWSMART-MSK6 0 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 34 PKBK-ENG-01 -R1 MONOPOLE KICKER BRACE KIT ,0• 11111 Table 1: Monopole Kicker Brace Kit Included Parts a. a' O O O 11 ..t sr LD LD N 0 O Y Y ► - 1 a--I M T--Ico m , 2 2 2 ipl.7 7 Part Number Description Weight(Ibs) a a o a a • • 120° 11:0I_ PV-PKBK-M Brace Kit fits round Pipe OD up to 12"-40", 3 Sector 510 1 - - 1 ] '' PV-PKBK-ML Brace Kit fits round Pipe OD up to 30"-60", 3 Sector 695 - 1 - 1 - : • PV-PKBK-4-M Brace Kit fits round Pipe OD u to 10"-60", 4 Sector 903 1 1 'NV ilOPP^�' P 012"-040" 11 0 10"-0 60" a i1 EXISTING \\\\ STANDOFF ARM PV-PKBK-M PV-PKBK-4-M ,i f 3-SECTOR KICKER BRACE 4-SECTOR KICKER BRACE 1NI 1 y • 11110 a% ' 7 PV-PKBK �5-8-1/2" 7.7 fT r 4444- n n o II _,-)Ttiguill --,--,--V�� liiIII PV-RM 1240-LPs-2" I KICKER BRACE (AS SHOWN ) ) j 80"PV-PKBK-M all" ��'1�'lll1 2, " T RECOMMENDED 45° 1111 E:, v NOTE:TOP PLATE FLIPPED T 180° FOR ROUND 5" • I MEMBER .SHEEI C-AIEGORY n _ onoe4iIll5 ILI]! qJ 4 1/2" 1 OF 1 _ r SERIES 04_Platform 3 5 Reinforcement PERFECT131® T t:: .. t:: SCALE TYPE PV-PKBK_Monopole I 5/17/2018 1:48 2 :1�1��1�1 _FIR' Platform Kicker MANUFACTURING by ARM ATTACHMENT DIMENSIONS ARE IN INCHES INT 1 5n5n8 MONOPOLE KICKER BRACE KIT TOLERANCES U.N.O. CHECKED DOCUMENT NUMBER REV CLAMPS TO RECT HSS UP TO 5"X5" & ROUND PIPE UP TO 4-1/2" OD HOLES:+1/16',-1/32" DJN 0 INITIAL RELEASE ANGULAR:PROFILE±1/4°,BEND±2° STATUS PKBK—ENG-01 —R1 1 ALL OTHERS: ±I/16" APPROVED REV DESCRIPTION DATE PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF PERFECTVISION MFG.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF PERFECTVISION MFG IS PROHIBITED.