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Plans OFFICE COPY RECEIVED CITY OF TIGARD,.., R EVII D FOR CODE COMPLIANCE JUN 2 3 2021Es CITY OF TIGARD Approved: J BUILDING DIVISION Tower Engineering Solutions OTC: L j 1320 GREENWAY DRIVE S ,E 600 RANG, IX 75038, r �Cf IYlit #: up. A ' �� PH: 972) 483-0E07 Adstress: 74 4 pr-�• ci . pi MODIFICATION AND DESIGN Sui:c #: By: If-- Date: IDRAWINGS FOR EXISTING ANTENNA MOUNTS verizont ... EXISTING MONOPOLE TOWER 10047429 CUSTOMER SITE NO PROPOSED CARRIER: VERIZON 171654—VZW cusTomER STE NAME TOWER OW\-R: CROW\ CAST- / TOW=R OWNER SITE #: 82L338 DARTMOUTH 11744 PACIFIC HIGHWAY TIGARD, OR 97223 CARR -R SITE #/\AME: 17165L—VZW / DARTVO T— Eo PROFFs SPP ;;1, xt i° REQUIRED COORDINATES (LATITUDE: 45.434214°, LONGITUDE: -122.758647°) �\��_GINEFR S° State of Or gor Structurai pecialty Code s ❑ Concrete an if- -:;TT. e,;,4,a1 REGON CO ::::: €�sx;2;,acit 0 Special ��RCM�1,�°�O ;a > i . f Re-ramie FUZE I D # 16242551 '�.WE► �o ❑ Reinforcing Steal& Piestreigsin Steel Tendons VALIDITY i-:_ 1" EXPIRES: 3 yz. ❑ Structural Welding THE ISSUANCE OF r= -T \ �,, BASED ON CONST -- V �(5LJ H• igh-iatrrngtif Eiol rig DOCUMENTS AND *- _i DRAWN BY:RA (CHECKED BY:KSP/FL ❑ S• tructural i.i wrlsy DATA SHALL NOT PRE .T REV. DESCRiPTiOK BY DATE THE CODE OFFIC1 FROA A.E!RST ISSUE RA 05/04/21 ❑ Reinforced G j3tsr' a REQUIRING THE CORRECTION A — OF ERRORS. OSSC 105.4 A ❑ Insulating Commie Fig _ O Spray Applied Fire4t6sisitve Materials A -- SHEET TITLE: O Pilings,Drifted Piet and CaissecisContractor PMI Requirements SHEET SHEET TITLE REV U -J' ❑ $1 oterete T-1 TITLE SHEET 0 TITLE SHEET . PMI Accessed At https://pmi.vzwsmart.com - BOM BILL OF MATERIALS 0 , G� Excavation and Fi 6.J r ON-1 GENERAL NOTES 0 $mart Tool Vendor Project This drawing/document document is the property of c 10047429 A-1 ANTENNA MOUNT MODFICATION DETALS 0 g/ P y ❑ 1 Number A-2 ANTENNA MOUNTPHflTOS 0 Tower Engineering Solutions, LLC. Information c' contained herein is considered confidential in ` ❑ Offer Inspections VzW Location Code (PSLC) 171654 ,. D-1 STANDARD DETALS 0 nature and is to be used only for the c specific sue it was intended for. -c E-1/PV-XP-2030-HD PERFECT VISION CROSS OVER CHANNEL BRACKET Reproduction,that ssion,intended for.tion or ***PMI and Requirements also embedded in Mount Analysis VZVY MARTMSK2 CROSSOVER PLATE disclosure by any method is prohibited NOTE: Report VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY except by express written permission. from c ct Tower Engineering Solutions, LLC. Without VZWSMART-SFK4 T-ARM KIT exception, the information on this 1. THE MODIFICATION DRAWINGS ARE BASED ON THE VZWSMART MSK10 WIRE ROPE ROUTTIG BRACKET Towe— r ng neerent remains theproperty of VzW APPROVED SMART KIT VENDORS Tower Engineering Solutions, p o TES PRG.I .CT_NO. 10037413, OATEN 02/19/2021. SHEET NUMBER- REV : Refer to Mount Modification Drawings Page for _. _ _ VzW SMART KIT Approved Vendors t — 1 0 3, . BILL OF MATERIALS ,,, r ,,, PIECE QUANTITY QUANTITY PART NUMBER DESCRIPTIONS SHEET LIST WEIGHT WEIGHT(LB) NOTES COUNTED PROVIDED (LBS) MATERIAL&HARDWARE _ ES 15 15 VZWSMART-MSK2 CROSSOVER PLATE A-1,VZWSMART-MSK2 15.0 225.0 Galvanized 1 1 VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY A-1,VZWSMART-PLK7 150.0 150.0 Galvanized 3 3 VZWSMART-SFK4 T-ARM KIT A-1,VZWSMART-SFK4 106.0 318.0 Galvanized Tower Engineering Solutions 1 1 VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET A-1,VZWSMART-MSK10 7.0 7.0 Galvanized 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: (972) 483-0607 verizon TES JOB NO: 10047429 CUSTOMER SITE NO: 171654—VZW CUSTOMER SITE NAME: DARTMOUTH 11744 PACIFIC HIGHWAY FOLLOWING ITEMS ARE"CUSTOM"PARTS TIGARD, OR 97223 3 3 PV-XP-2030-HD PERFECT VISION CROSS OVER CHANNEL BRACKET A-1 12.50 37.5 GALVANIZED 3 3 PST2375-8 2"PST(2.375"O.D.X 0.154"THK)X 8'-0"A53 GR-B 35KSI A-1 30.14 90.4 GALVANIZED 3 3 PST350-13 3"PST(3.50"O.D.X 0.216"THK)X 13'-0"A53 GR-B 35KSI A-1 100.80 302.4 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:RA CHECKED BY: KSP/FL REV.RE� DESCRIPTION BY DATE /l)A FIRST ISSUE RA 05/04/21 A A A TOTAL WEIGHT(LBS)= 1130.3 A VzW Mount Modification Kits-Approved Vendors SHEET TITLE: PerfectVision Metrosite Fabricators,LLC Sabre Industries Inc B LL OF MATERIALS 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 0R Website www.perfect-vision.com Website metrositefabricators.com Website www.sabresitesolutions.com This drawing/document is the property of a, Tower Engineering Solutions, LLC. Informaton E contained herein is considered confidential la ronature and is to be used only for the c specific site that it was intended for. CP SiteProl CommScope Reproduction, transmission, publication or ,. disclosure by any method is prohibited Contact: Paula Boswell paula.bosweIl@valmont.com Contact: Salvador Anguiano Salvador.Anguiano@commscope.com except by express written permission from o Phone Number 972.236.9843 Phone Number 817.304.7492 Tower Engineering Solutions, LLC. Without exception, the information on this Website www.siteprol.com Website www.commscope.com N p drawing/document remains the property of - o Tower Engineering Solutions, LLC. N r SHEET NUMBER: REV #: rn oThe 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 30 v 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 ,,, T ,,, 1. ALL WORK SHALL COMPLY WITH THE ANSI/TIA-222-H, ANSI/ASSP A10.48, AND ANY OTHER GOVERNING BUILDING CODES AND OSHA TABLE 8.2 NUT ROTATION FROM SNUG-TIGHT SAFETY REGULATIONS. CONDITION FOR TURN-OF-NUT PRETENSIONINGa'b 2. 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 ES 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 LENGTH` 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. BOLT AXIS SLOPED NOT MORE THAN FROM NORMAL TOBOLT 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 1:20 AXIS 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 TURN 8. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING © 972-483-0607 OR THAN 8db verizon 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 °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 10047429 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. 171654-VZW CUSTOMER SITE NAME: WELDING b APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP IS STEEL. DARTMOUTH 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 12d b, THE REQUIRED NUT ROTATION SHALL BE 11744 PACIRC HIGHWAY 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 TIGARD, OR 97223 NOTED OTHERWISE). SIMULATES THE CONDITIONS OF SOLIDLY FITTING STEEL. 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. INSTALLATION TORQUE REQUIRED FOR HOLLO BOLTS AND AJAX BOLTS: 5. AFTER INSPECTION, ALL FIELD WELDED SURFACES SHALL BE REPAIRED WITH A MINIMUM OF TWO COATS OF ZINGA COLD 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:RA CHECKED BY: KSP/FL 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. DESCRIPnoN BY DATE 3. CONTRACTOR MUST OBTAIN THE CONTACT INFO OF THE LOCAL FIRE DEPARTMENT AND THE 911 AFlRST ISSUE RA 05/04/21 VERIFICATION AND INSPECTION ADDRESS OF THE TOWER SITE BEFORE CONSTRUCTION. n 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. 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. 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 GALVANIZED MATERIALS. 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 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 specific site that it was intended for. cn Reproduction, transmission, publication or w disclosure by any method is prohibited Q, 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. SHEET NUMBER: REV #: a G\ - 1 0 U SCOPE OF WORK 11I To, O1 INSTALL NEW PERFECT VISION CROSS OVER CHANNEL BRACKET TO ACCOMMODATE INSTALLATION OF NEW ANTENNA MOUNT PIPE, (1) PER SECTOR. SEE SHEET E-1/PV-XP-2030-HD FOR DETAILS. 40' -... ES - © 0 D-1 0 INSTALL NEW 2" PST ANTENNA MOUNT PIPE (8'-0" LONG), (1) PER SECTOR AS SHOWN. • O INSTALL NEW VZWSMART CROSSOVER PLATE KITS TO ACCOMMODATE INSTALLATION OF NEW TOP SUPPORT :3 : © Tower Engineering Solutions RAIL PIPE, (5) PER SECTOR. SEE SHEET VZWSMART-MSK2 FOR DETAILS. Q O /. - 1320 GREENWAY DRIVE, SUITE 600 / ^� IRVING, TX 75038 O4 INSTALL NEW 3" PST TOP SUPPORT RAIL PIPE, (1) PER SECTOR AS SHOWN. tQuA. -' -+i PH: (972) 483-0607 O5 INSTALL NEW VZWSMART MONOPOLE COLLAR MOUNT ASSEMBLY (NOT SHOWN FOR CLARITY). SEE SHEET (1)p1ACIH� VZWSMART-PLK7 FOR DETAILS. ) I O6 INSTALL NEW VZWSMART T-ARM KIT, (1) PER SECTOR. SEE SHEET VZWSMART-SFK4 FOR DETAILS. 11,\ " �. = verizon 14 O INSTALL EXIS NG SAFETY CLMBVZWSMART WIRE ROPE FROM RUUBBING AGAINSTNG RNCKET ANDEW COLLAR M NT. EE SHEETS VVZWSMARTLE GUIDES TO PM K10T (PI E" VERIREF) 41; :''::--: AND D-1 FOR DETAILS. .Q JAI '. o . TES JOB N0: 88 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP, REMOVAL AND DISPOSAL OF EXCESS O np pq�IN TESJOB 10047429 MATERIALS USED AND REMOVED FROM THE STRUCTURE AT THE COMPLETION OF THE PROJECT. ", )\G CUSTOMER SITE NO: I 171654—VZW 9 CUSTOMER SITE NAME: DARTMOUTH ">w -ly —� CL yi r 11744 PACIFIC HIGHWAY T' TIGARD, OR 97223 „ �` �� a I : "1-1 1:::::Nk: 4 ' -4 '' ';"i t f-fiiS; ; , ' ' 4-j- ; --0 ?';''P �- .. Z'r A A ` f it ). EXISTING ANTENNA MOUNT .,.c , , I t „ � r€ i\ -: . �, W- 1 I I . I, o DRAWN BY:RA CHECKED BY: KSP FL "".. .t } I f -- - I "" REV. DESCRIPTION BY DATE T j{ � L FIRST ISSUE RA 05/04/21 t A PHOTO 1 ISOMETRIC VIEW A EXISTING ANTENNA MOUNT ® 90' ELEV. A (MODIFICATION IS TYPICAL FOR ALL (3) SECTORS) SHEET TITLE: CONTRACTOR NOTE 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THERE IS NO INTERFERENCES WITH (PORT HOLES, SAFETY CUMB BRACKETS, TRANSMISSION ONES, ANTENNA MOUNT vi ETC.) PRIOR TO MOBIUZA11ON AND INSTALLATION OF THESE MODIFICATIONS. MODIFICATION DETAILS 2. PLEASE NOTIFY TES IMMEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING 0 972-483-0607 OR EMAIL-TESORDERSOTESTOWER.US n c This drawing/document is the property of o, Tower Engineering Solutions, LLC. Information NOTES: contained herein is considered confidential in nature and is to be used only for the C 1. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS AND/OR ANY OTHER specific site that it was intended for. MEMBERS WHERE OBSTRUCTION WITH THE PROPOSED MODIFICATION MAY OCCUR. ITEM QTY. PART NO. DESCRIPTIONS Reproduction, transmission, publication or - NO. disclosure by any method is prohibited Q, except by express written permission from 0 2. WHEN FIELD CUTTING AND DRILLING ANGLES, USE SAME GAGE LINES AND EDGE DISTANCES 1 3 PV-XP-2030-HD PERFECT VISION CROSS OVER CHANNEL BRACKET Tower Engineering Solutions, LLC. Without 1— AS INDICATED ON SHOP CUT AND DRILLED ENDS. 2 3 PST2375-8 2"PST(2.375"O.D.X 0.154"THK)X 8'-0"A53 GR-B 35KSI exception, the information on this 3 15 VZWSMARTMSK2 CROSSOVER PLATE drawing/document remains the property of - o Tower Engineering Solutions, LLC. 3. APPLY (2) COATS OF ZINGA COLD GALVANIZING COMPOUND AS PER THE MANUFACTURER'S - _ 4 3 PST350=13 3"PST(3.50"O.D.X 0.216"THK)X 13'-0"A53 GR-B 35KSI SPECIFICATIONS TO ALL FIELD CUT AND DRILLED AREAS. SHEET NUMBER: REV #: o, 5 1 VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY 4. MEMBERS IN BLUE COLOR ARE NEW REINFORCEMENTS. 6 3 VZWSMART-SFK4 T-ARM KIT A_ 1 0 c� 7 1 VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET • " Copyright 2021 Tower Engineering Solutions, LLC cnacm Z cc-)vx 4 2 g m om� O m O m D m Z p \ N "`,\�',;.'. fVia mnz? t; Oyu .. omm • --ii m O Z rn W r O M C) r p \lyut pe " , ct a ,, , d a\e6 IIIm vw "t ': • tP\ " M',, a '� r Lk 1 \ ��v f �� va, a . „ r 1\g � 4� �N'ft\ A $fyg!!, � •{'n a 'r/p l \ • M \�� II EdY aY <E Nike ywy aafa� t Pr' , $1 tX •" N GC" m v,rn n-1.Mr Z m n m C`L N p-- NT(--)Z(AN O Or -n N Z 70 D-c n M-G 0 � r z C')co 77 -1 r Cl xm°JW0 omxmm Dm M C OO • (mmq Ccf) tt \V A\VA\ J \. .:,. 1t, fa Y # ER, d * 4.,,Pk <<a t AAA ,:r ) _ :s.,„' ',' . , . IP k'clapy{,u,. AAVAv\� """"" `, A,.. .w .tom , ! ,_ ,+ a r sM' rtrf . . , ,... ,v,..„..„.,.,1,,:;,:, ,,,„ , ,,,,,,,...„1114,:, :. ,,,,, . ..„ :„... ;,„ , ,,r ,.,. .; ; ,e,,,,,,, . 41. �n lr t a° P \((\�\ , �� 4, W. p ,y tt"MI ,414 VI rz}f1f"lfI1�1Ettltti¢t s�,..1�i ° c t: r w�" +k 4 'w y Y ,,� • A PV`Car os oN� =o mZ S' a D E -,c o ,n o. • . z D m m c s m x m N m n ,o'> >' N� o rTl rci c~—4,4. 0 V, vci all _ �� CT7 �� m C). N �mQof �No ° = z z � z �mpN �� Nan = a` rt o "3.ti m D c) o-7i K n z v`o N xo 2 till .......- rn CD N > > m m O rvi G7 CI z < r�i N•• Yj o m O T F _E-'-o .-n'` aF Q x S Nz wN f7� N75 C) s- n o o w* < -c O Oco V] g ao o C co o ?—a m. o� U 7C o O '. a o 3 n N r� O ES Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 PH: (972) 483-0607 verizon TES JOB NO: 10047429 CUSTOMER SITE NO: 171654—VZW -1 I- CUSTOMER SITE NAME. DARTMOUTH 11744 PACIFIC HIGHWAY TIGARD, OR 97223 o • • o NEW COLLAR MOUNT o o i \fie. EXISTING MONOPOLE TOWER. • • USE EXISTING 9/16" DIA.--- - HOLE ON NEW COLLAR MOUNT EXISTING SAFETY CLIMB --NEW VZWSMART WIRE ROPE DRAWN BY:RA CHECKED BY: KSP/FL CABLE ROUTING BRACKET. SEE SHEET / A VZWSMART-MSK10 FOR DETAILS. RED. DESCRIPTION BY DATE FIRST ISSUE RA 05/04/21 (TYP) NEW SAFETY CLIMB CABLE GUIDE n(PART# PN 115-203) (TUF-TUG OR A EOUIV.). A A SHEET TITLE: DETAIL STANDARD DETAILS D-1 This drawing/document is the property of o Tower Engineering Solutions, LLC. Information contained herein is considered confidential in nature and is to be used only for the specific site that it was intended for. Reproduction, transmission, publication or disclosure by any method is prohibited except by express written permission from o Tower Engineering Solutions, LLC. Without exception, the information on this drawing/document remains the property of o Tower Engineering Solutions, LLC. - NOTES: ITEM SHEET NUMBER: REV #. Q 1. HOT-DIPPED GALVANIZED PER ASTM A123. QTY. PART NO. DESCRIPTIONS — 0 2. ALL HOLES ARE 11/16" DIA. U.N.O NO. c_ 1 2 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) THE FOLLOWING DRAWINGS ARE INCLUDED FOR REFERENCE ONLY PLEASE REFER TO THE INSTALLATION DRAWINGS FOR ACTUAL INSTALLATION DETAILS CROSS OVER CHANNEL BRACKET 110i ., ‘� PERFECT "1.: u ;. n u E a c r +� h r PI U OSta 4-#1�� 16101LaGrande Dr. Little Rock, AR 72223 % 1'-' (630)-201-4012 tk 1 STAMP: �i', 4440.00 - 11" . 7 1/2" CROSS OVER CHANNEL BRACKET PIPE 2 The information contained in this set of documents is proprietary by nature.any WEIGHT: SEE TABLE 1 SEE TABLE 1 use or disclosure other than that which relates to the client named is strictly prohibited. e 1 1 REVISIONS: cco o o_ a I I • Y Q 6 I 1 Z T 2 15/16" i is lib _LI, 11' 'ill h — ■ II \iiiiiiid _, c, = w 0 � W PIPE 1 SEE TABLE 1 Lc> ,r , C,I .- 00 TOP VIEW SIDE VIEW SITE INFORMATION. DESIGN TYPE. CROSS OVER CHANNEL BRACKET TABLE 1:PIPE COMPATABILITY SREETTITLE PART# PIPE 1 SIZE PIPE 2 SIZE WEIGHT ENGINEERING DETAIL PV-XP-2030-HD 2-3/8"OD 3-1/2"OD 12.5 LBS PV-XP-2530-HD' 2-7/8"OD 3-1/2"OD 12.5 LBS SHEET TITLE ,REVISION PV-XP-3030-HD 3-1/2"OD 3-1/2"OD 12.5 LBS E-1 0 PV-XP-3040-HD', 3-1/2"OD 4-1/2"OD 12.5 LBS VzW SMART Tool© Vendor verizon FITS 2.375" O.D. AND 2.875" O.D. VERTICAL PIPE. (NOT INCLUDED IN THIS KIT) 8" ©000 0 .40 0 0 r FITS3.5" O.D. AND4" O.D. HORIZONTAL PIPE. , �„ V (NOT INCLUDED IN THIS KIT) co 0000 / // P Ij _10 0\ -IP ''''..- 1 0 `- I 1�� 0 0 15/16" PL 3/8" X 8 7/8" X 0'-8" A36 I PL375-88758 DRAWN BY:H.R CHECKED BY: HMA REV. DESCRIPTION BY DATE A FIRST ISSUE H.R 05/08/20 A VZWSMART—MSK2 (CROSSOVER PLATE) A A ITEM QTY. PART NO. DESCRIPTION SHEET # WT A NO. SHEET TITLE: 1 1 PL375-88758 PL 3/8" X 8 7/8" X 0'-8" A36 MSK2—F1 8 2 2 MS02-625-4125-600 RU—BOLT 5/8" X 4 1/8" I.W. X 6" I.L. A36 (OR EQUIV.) RBC-1 3 VZWSMART-MSK2 3 2 MS02-625-300-500 RU—BOLT 5/8" X 3" I.W. X 5" I.L. A36 (OR EQUIV.) RBC-1 3 CROSSOVER PLATE 4 8 FW-625 5/8" HDG USS FLAT WASHER --- 1 5 8 LW-625 5/8" FIDO -LOCK WASHER 0 SHEET NUMBER: REV ft: NOTES: 6 8 NUT-625 5/8" HDG HEX NUT --- 1 1. HOT—DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 15 VZWSMART-MSK2 0 . VzW f✓ ',-_.1 SMART Tool© II II Vendor verizon-- EXISTING MONOPOLE 7 (TYP) 0 O O -Am 0 0 J j J `f i ce 0 Y^ �O \ 0000 (TYP) O O • Ilsa PLAN VIEW MONOPOLE COLLAR MOUNT ASSEMBLY 6" I 0 0 0 0 DRAWN BY:BT CHECKED BY: HMA/KW REV. DESCRIPTION BY DATE /\FIRST ISSUE BT 05/11/20 0 (TYP) A VZWSMART-PLK7 (MONOPOLE COLLAR MOUNT ASSEMBLY) c �-, ITEM SHEET TITLE: QTY. PART NO. DESCRIPTION SHEET # WT • i 0 0 �J � � � N0. VZWSMART—PLK7 1_ I 1 I I 1 3 CM 1245 COLLAR MOUNT ASSEMBLY PLK7-F1 147 2 6 THREADED ROD 5/8" X 4'-0" A193-B7 --- MONOPOLE COLLAR FRONT VIEW 3 12 FW-625 5/8" HDG USS FLAT WASHER --- 1 MOUNT ASSEMBLY 4 12 LW-625 5/8" HDG LOCK WASHER "- --- 0 NOTES: SHEET NUMBER: REV �: 1. FIT 12" TO 45" DIA MONOPOLE. 5 12 NUT-625 5/8" HDG HEX NUT --- 1 2. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 150 VZWSMART—PLK7 0 r VzW 1/2„ A SMART Tool© (MIN) Vendor r i 7 EXISTING MONOPOLE i -- ��4 y , ., , 2 verizon, � - FIT 3.5" O.D. N .E...� (TYP) SUPPORT RAIL PIPE z �x�..:= 1'; :' C , : :;.,,,:,:\,„e„,,, t;;, ‘,_,7;____6"x6"' /FIELD CUT & TRIM TO MATCH '�g "-'£ - • gel BOLT PATTERN - � / THE REQUIRED LENGTH 4 ci::::::;,%.„ • �/ /--ROTATABLE T-ARM KIT ., - : i 4 / FIELD DRILL 13/16"0 HOLES 1 ('I�S� P / _._J FOR 3/4" BOLT (TYP) psc , ,I, / A COLLAR MOUNT _ SEE DETAIL "A" -SC�QQ" Rf (ORDER SEPARATELY) (TYP) 0l / c SO - DETAIL "A" r..._ -. ,._ `X _� .. ,_ i tea . �� oR� I 0000 - 1 \nP gee (TYP) 'e l: e / SUPPORT RAIL ��G S�O ANTENNA MOUNT PIPE _li! (NOT INCLUDED IN THIS KIT) F I\S��j (NOT INCLUDED IN THIS KIT) EI!!. mil 'o' H-- e 1 PLAN VIEW T-ARM KIT •Il OCi ICI 0 CJ1 (TYP) C L . P) 8 1/4"• (©O00 (0�®® 1 1/8" 6" 11/16" DIA. HOLE (TYP) 3/8 SECTION "A-A" E70XX © _ 3" X 3" X 1/4" X 6'-0" i � A500 GR. B TUBING HSS VZWSMART-SFK4 (T-ARM KIT) _ `- ITEMEt NO. QTY. PART NO. DESCRIPTION SHEET # WT _ 1 1 RO TAW 6 T ARM WELDMENT SFK4 F1 71 DRAWN BY:BT CHECKED BY: HMA/KW - 2 2 BP825-94375 PL 3/8" X 8 1/4" X 9 7/16" A36 BEND PLATE SFK4-F2 17 REV.� DESCRIPTION BY DATE 3 1 PL375-92512025 PL 3/8" X 9 1/4" X 1'-0 1/2" A36 SFK4-F3 12 AFIRSTISSUE BT 05/08/20 E70XX 5 4 4 --- BOLT 5/8" X 2 1/4" A325 --- 0 /16 5 4 BOLT 5/8" X 2" A325 0 - I PL 3/4" X 8 1/4" X 8 1/4" A572 A / 6 2 --- BOLT 3/4" X 5 1/4" A325 --- 0 7 2 MS02-625-3625-600 RU-BOLT 5/8" X 3 5/8" I.W. X 6" I.L. A36 (OR EQUIV.) RBC-1 3 4 1/8 8 12 FW-625 5/8" HDG USS FLAT WASHER --- 1 SHEET TITLE: FRONT VIEW SIDE VIEW 9 12 LW-625 5/8" HOG LOCK WASHER 0 VZWSMART—SFK4 RO-TAW-6 WELDMENT 10 12 NUT-625 5/8" HDG HEX NUT 1 T-ARM KIT 11 2 FW-75 3/4" HDG USS FLAT WASHER --- 0 12 2 -LW=75 3/4" HOG LOCK WASHER --- 0 SHEET NUMBER: REV #. 13 2 NUT-75 3/4" HDG HEX NUT --- 0 NOTES: VZWSMART-SFK4 O 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 106 VzW VZWSMART MONOPOLE COLLAR MOUNT - SMART Tool© ASSEMBLY. (NOT INCLUDED IN THIS KIT) Vendor EXISTING MONOPOLE verizonvi „./ , ., . . / , 4, . ,,,,,..„ ,,, , .. .; I �. \\,,, n I s. — ff 4v� I 0 . • (TYP) 0000 (TYP) 0 PLAN VIEW 0 0000 0000 (TYP) (TYP) 0 o q , '""".""' 0 0 7 0 • 0 0 ; I d° 0 0 VZWSMART MONOPOLE COLLAR MOUNT ASSEMBLY. (NOT INCLUDED IN THIS KIT) ELEVATION VIEW DRAWN BY:SK CHECKED BY: KW VZWSMART-MSK10 (WIRE ROPE ROUTING BRACKET) REV. DESCRIPTION BY DATE ITEM FIRST ISSUE SK 04/13/21 QTY. PART NO. DESCRIPTION SHEET # WT NO. 1 1 PL-CM PL 3/16" X 6 1/2" X 2'-0 1/2" A36 MSK10-F1 2.7 A 2 2 --- BOLT 1/2" X 1 3/4" A325 0.4 A 3 2 FW-500 1/2" HDG USS FLAT WASHER --- 2 4 2 LW-500 1/2" HDG LOCK WASHER 0 SHEET TITLE: 5 2 NUT-500 1/2" HDG HEX NUT 2 VZWSMART-MSK 1 0 6 4 BOLT 3/8" X 1 1/2" FULL THREAD SAE GR 5 0 WIRE ROPE ROUTING 7 4 FW-375 3/8" HDG USS FLAT WASHER _-- 0 BRACKET 8 4 LW-375 378" HDG LOCK WASHER 0 'SHEET NUMBER: REV #: NOTES: 9 4 NUT-375 3/8" HDG HEX NUT ° VZWSMART-MSK 1 0 0 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 7 RECEIVED 3 JURISDICTIONAL APPROVAL: JUN 2 2021 CITY OF�'1GARO vr 3U!LD!NG DIVISION verizon VERIZON SITE NUMBER: 171654 BUSINESS UNIT #: 824338 11744 SW WY VERIZON SITE NAME: DARTMOUTH SITE ADDRESS: TIGARD,OR PACIFIC3� SITE TYPE: MONOPOLE COUNTY: WASHINGTON , 130 0 JURISDICTION• TBD �/ TOWER HEIGHT: '- verizon VERIZONNG70265 3245 158TH AVENUE MS 231 BEI.T,FVUE,WA 98008 • • SITE INFORMATION DRAWING INDEX APPROVALS LOCATION MAP CROWN CROWN CASTLE USA INC. GREENBURG SHEET# SHEET DESCRIPTION VERIZON SIGNATURE BLOCK Smoke 5660- :wad all: CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SITE NAME: APPROVAL SIGNATURE DATE ? Ifw: SEATTLE,WA 98109 T-1 TITLE SHEET Maatlan Ma no a r.yaki • O ; SITE ADDRESS: 1174 W PACIFIC HWY SITE ACQUISITION ,, Y(°kw ,1 L.i' J3 TIGARD,OR 97223 T-2 GENERAL NOTES COUNTY: WASHINGTON C-1.1 OVERALL SITE PLAN CONSTRUCTION a 4� + MAP/PARCEL#: ---- C-1.2 SITE PLAN a RADIO papa M e trr'a i me a% 49030 Pontiac Trail,Suite 400 AREA OF CONSTRUCTION: EXISTING sw P"a(tte 31 a of 3W Pfaflf"$' N Sate_ Wixom Michigan 48393 C-2 EXISTING&NEW F.T.FVATION B _Jimmy bid a e LATITUDE: 45°26'6.17" MICROWAVE '— . v `� PHONE:(248)705-9212 • LONGITUDE: -122°45'33.14" C-3 ANTENNA PLANS&CABLE SCHEDULE sem°s, • LAT/LONG TYPE: NAD83 C-4 EQUIPMENT SPECS TELCO GROUND ELEVATION: 282 FT C-5 REDS EQUIPMENT e��l ' °u'"'�oas= "tea Minas VERIZON SITE NUMBER 171654 CURRENT ZONING: C-6 CONFIGURATION DIAGRAM fro $A,E,"M"" w * JURISDICTION: TBD PRolEcraD,r>IIaISTRATox �9 s0 BU#:824338 OCCUPANCY CLASSIFICATION: U G-1 GROUNDING DETAILS - s a WO ADMINISTRATOR _ �,r, �' .r GREENBURG TYPE OF CONSTRUCTION: IIB G-2 GROUNDING DETAILS pso,,.. 1 erE °" ' 11744 SW PACIFIC HWY A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FORCROWN CASTLE USA INC.SIGNATURE BLOCK f"#`al Home s 4 SW"man M R-1 SUPPLEMENTAL TIGARD,OR 97223 HUMAN HABITATION �� PROPERTY OWNER: R-2 SUPPLEMENTAL APPROVAL SIGNATURE DATE - Swo .,hadatinVaMy EXISTING 130'-0"MONOPOLE ---- R-3 SUPPLEMENTAL SITE ACQUISITION �q'�. a m°4 A 5W Dartmouth St , CITY,STATE ZIP '90 Fico'c-huh,ri 14 Wnirn wK dn )Ma"ui NO SCALE TOWER OWNER: CROWN CASTLE USA INC. PLANNER a 0- ISSUED FOR: 2000 CORPORATE DRIVE ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR DRIVING DIRECTIONS FROM VERIZON LOCAL OFFICE(3245 158TH AVENUE MS 231,BEI.i.FVUE, i 1 Xt7.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING CONSTRUCTION REV DATE DRWN DESCRIPTION DES./Q CANONSBURG,PA 15317 WA 98008)DEPART AND HEAD SOUTHWEST ON 158TH AVE SE 138 FT,BEAR RIGHT ONTO SE DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL EASTGATE WAY 0.1 MI,TAKE THE RAMP ON THE LEFT FOR I-90 WEST AND HEAD TOWARD A 04/26/2021 RC PRELIMINARY PL CARRIER/APPLICANT: VERIZON WIRELESS IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY PROJECT MANAGER 3245 158TH AVENUE MS 231 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR SEATTLE 1.4 MI,TAKE THE RAMP ON THE RIGHT FOR I-405 S 11.2 MI,TAKE THE RAMP FOR I-5 S 0 06/01/2021 RC FINAL CD PL BELLEVUE,WA 98008 BE RESPONSIBLE FOR SAME. UTILITY MANAGER 169.4 MI,AT EXIT 294,HEAD RIGHT ON THE RAMP FOR OR-99W TOWARD NEWBERG/TIGARD 0.4 MI,KEEP STRAIGHT TO GET ONTO OR-99W/SW PACIFIC HWY 0.8 MI,TURN LEFT ONTO SW ELECTRIC PROVIDER: -- LANDLORD DARTMOUTH ST 341 FT,TURN RIGHT 0.2 MI,ARRIVE AT 11744 SW PACIFIC HWY,TIGARD,OR 97223 , ELCO PROVIDER: __ PROJECT DESCRIPTION T THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND LGIBLEWI ELEYANDCAPAcrrYTOTHE APPLICABLE CODES/REFERENCE EXISTING ELIGIBLE WIRELESS FACILITY. TOWER E O •INSTALL(6) WORK: DOCUMENTS �4' D`&�',4,f •INSTALL(3) L ALL WORKEDITIONS PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH �~ PAR P. ��•INSTALL(3)D DIPLEXERS T CURRENT EDITIO SOF THE FOLLOWING OES AS ADOPTED BY THE LOCAL •INSTALL(1)SECTOR FRAME T-ARM GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT IV LICHOMSKI H •INSTALL(18)CROSSOVER PLATES WORK NOT CONFORMING TO THESE CODES: IV PROJECT TEAM •REMOVE(3)RRHS CODE TYPE CODE .WEST BLOOMFIELD,. •REMOVE(6)DIPLEXERS BUILDING 2018 IBC MI A&E FIRM: PETER LICHOMSKI,AIA •REMOVE(6)COAX CABLES MECHANICAL 2018 IMC 49030 PONTIAC TRAIL,SUITE 400 CONTRACTOR PMI REQUIREMENTS ELECTRICAL 2017 NEC 6775 O WIXOM,MI 48393 GROUND SCOPE OF WORK: ��s. QG 7 PH:(24S)705-9212 •REMOVE(3)RRHS PMI ACCESSED AT https://pmi.vx•vsmart.com REFERENCE DOCUMENTS: ` OF Q i6Y •REMOVE(6)DIPLEXERS STRUCTURAL CASTLE SMART TOOL VENDOR ANALYSIS: BY OTHERS USA INC.DISTRICT PROJECT NUMBER DATED: CONTACTS: VzW LOCATION CODE(PSLC) MOUNT ANALYSIS: TOWER ENGINEERING SOLUTIONS PROJECT MANAGER DATED: 5/3/2021 -----CONSTRUCTION MANAGER REDS REVISION: --- *** PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT DATED: ---- --- ANALYSIS REPORT ORDER ID: 540604 IT IS A VIOLATION OF LAW FOR ANY PERSON, REVISION: 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, MOUNT MODIFICATION REQUIRED Y To ALTER THIS DOCUMENT. , • NOTE: VzW APPROVED SMART KIT VENDORS 0 CALL OREGON ONE CALL SHEET NUMBER: REVISION: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST (800)332-2344 Oil 0 CONTACT THE CROWN NOC AT(800)788-7011&CROWN CALL 3 WORKING DAYS CONSTRUCTION MANAGER REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR BEFORE YOU DIG! _ i_ VzW SMART KIT APPROVED VENDORS 4 r CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: JURISDICTIONAL APPROVAL: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE 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. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. THE INTEGRITY OF THE SAFETY CUMB AND ALL COMPONENTS OF THE CLIMBING FACILITY 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 CUMB 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. VERYIFY 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 W 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. 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 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 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 THIS INCLUDES, BUT IS NOT UMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTMTIES AND CONSTRUCTION ARE COMPLETED, ALLCIRCUIT ID'S). REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIREMENTS. GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER 8, ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL 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. LA 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 jj ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPUCABLE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. TYPE THHW, THWN, THWN-2, XHHW, 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/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. OTHERWISE SPECIFIED. verizon STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUAUFIED 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 W,BE MULTI-CONDUCTOR,RHCONDUCTOR, TYPE UNLESSTC CABLE ERWI14 OR LARGER. WITH CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION OTHERWISE SPECIFIED. 3245 158TH AVENUE MS 231 (LATEST EDITION). DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND 5. ALL SITE WORK TO COMPLY WITH OAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, SETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). BELLEVUE,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. CROWN 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(RMC) SHALL BE USED FOR 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS ON THESE DRAWINGS, THE CONTRACTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. CASTLE SHALL AN ALTERNATIVEP INSTALLATION FOR SHOWNY CROWN CASTLE USA INC. PRIOR TO 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. PROCEEDING 02 LL PROPOSEWIEH ANY SUCH CHANGE OFL INSTALLATION.IONORAPPROVAL 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 WEST'LAKE AVENUE NORTH,SUITE 800 CODES, REGULATIONS AND ORDINANCES. HAL SHALL ISSUE ALL APPROPRIATEWIH NOTICES RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION SEATTLE,W A 98109 CODE , EGU ALL LAWS, ORDINANCES, CONTRACTOR HALAND LAWFUL ORDERS OF ANY SAND10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL OCCURS OR FLEXIBIUTY IS NEEDED. AUTHORITY REGARDING . E PERFORMANCE RULES,OF THE REGULATIONSWORK. ALL WORK CARRIED OUT SHALL PUBLICCOMPLY WITH PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, WITH ANY SUCH CHANGE OF INSTALLATION. SCREW FITTINGS ARE NOT ACCEPTABLE. ORDINANCES AND APPLICABLE REGULATIONS. 11. CONTRACTOR, TELCO CO AND FOR A SITELNGCABLES INVESTIGATION AND O TO THE POE THE BEST ROUTING OF LNG PLANDUITS FOR 20. CABINETS,C BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE ANDLAB POWER, AND AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING 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 RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). 49030 Pontiac Trail,Suite 400 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). Wixom,Michigan 48393 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 PHONE:(248)705-9212 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 ' 1 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 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 UNES. 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 VERIZON SITE NUMBER:171654 CONSTRUCTION SAFETY PROCEDURES. PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED 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 BU#:824338 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. GREENBURG REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1. 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 11744 SW PACIFIC HWY 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) FOR EXTERIOR LOCATIONS. TIGARD,OR 97223 AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL TO BE 1000 psf. 26. NONMETALUC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION)AND BE RATED 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, UNLESS NOTED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. EXISTING 1 30'-Or'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 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. 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 BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION 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 SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR WITH THE APPUCABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 1 AND TOWER AREAS. ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "VERIZON". ISSUED FOR: '16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM REV DATE DRWN DESCRIPTION DES./QA A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, CONDUCTOR COLOR CODE A 04/26/2021 RC PRELIMINARY PL 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 EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: SYSTEM CONDUCTOR COLOR 0 06/O1/202t RC FINAL CD PL . 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL #4 BARS AND SMALLER 40 ksi A PHASE BLACK MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER 60 ksi B PHASE RED APWA UNIFORM COLOR CODE: FOR EROSION AND SEDIMENT CONTROL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE 120/240V, 10 1 ON DRAWINGS: NEUTRAL WHITE 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE EXPOSED TO EARTH OR WEATHER: GROUND GREEN WHITE PROPOSED EXCAVATION OF OWNER. A PHASE BLACK 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #6 BARS AND LARGER 2" CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE #5 BARS AND SMALLER 1-1/2" B PHASE RED TEMPORARY SURVEY MARKINGS CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 120/208V, 30 C PHASE BLUE RETURNED TO THE OWNER'S DESIGNATED LOCATION. SLAB AND WALLS 3/4" BEAMS AND COLUMNS 1-1/2 ELECTRIC POWER UNES, CABLES, 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED NEUTRAL WHITE CONDUIT, AND LIGHTING CABLES " FROM SITE ON A DAILY BASIS. GROUND GREEN 7. A TOOLED EDGE OR A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED GAS, OIL, STEAM, PETROLEUM, OR � 71 . 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. A PHASE BROWN GASEOUS MATERIALS JJJJ AR,, OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. B PHASE ORANGE OR PURPLE ",aN.,._ COMMUNICATION,ALARM OR SIGNAL LINES, 277/480V, 30 C PHASE YELLOW '- - - CABLES, OR CONDUIT AND TRAFFIC LOOPS -� J. GREENFIELD GROUNDING NOTES: NEUTRAL GREY ®POTABLE WATER cti PETER P. ('l'� GROUND GREEN _ _ RECLAIMED WATER, IRRIGATION,AND ! LICHOMSKI (� 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** --- SLURRY LINES P4 ACCORDANCE WITH THE NEC. DC VOLTAGE NEC (-) BLACK°° H 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND * SEE NEC 210.5(C)(1) AND (2) PREEN SEWERS AND DRAIN LINES WEST• BLOOMFIELD, ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 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 MI TESTING RESULTS. tJ , 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 CLAMPS. ABBREVIATIONS: `r,� 6775 �� 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 BTS EQUIPMENT. ANT ANTENNA OF oOA 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 SOLID TINNED (E) EXISTING COPPER FOR OUTDOOR BTS. 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 SOUD TINNED COPPER UNLESS OTHERWISE INDICATED. GPS 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. MGB 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 ANY PERSON, 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. QTY QUANTITY UNIFSS THEY ARE ACING UNDER THE 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 A LICENSED PROFESSIONAL ENGINEER, 19. GROUND CONDUCTORS USED FOR THE FACILITY 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 ALTER THIS DOCUMENT. METAL SUPPORT CUPS 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., NONMETALUC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. REDS RADIO FREQUENCY DATA SHEET REVISION: 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3"TO 6" OF CAD-WELD TERMINATION RRRRH REMOTE RADIO HEAD SHEET NUMBER: POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). SIAD REMOTE INTEGRATED UNIT ) T SMART DEVICE T-20 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 TMA TOWER MOUNTED AMPLIFIER THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS, TYP TYPICAL T_2 LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM ` W.P. WORK POINT V r Oro • SITE PLAN 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. '‘'—(E) GRASS AREA-� G �� 0 \ \G (E) TREES AREA -.\ PG S verizon� (E) GRASS AREA— � _... - ...-....- 3245 158TH,AVENUE MS 231 ♦ BELLE UE,WA 98008 (E) TREES AREA CROWN al: CASTLE (E) GRASS AREA_....., 1505 WESTLAKE AVENUE NORTH,SUITE 800 �—(E) GRASS AREA---..� �� •(E) PARKING ♦ SEATTLE,WA 98109 4 : , r AREA � ..- • limAlik � • (E) PARKING AREA '� 49030 Pontiac Trail,SuRe 400 _- _. _._ Wixom,Michigan 48393 ♦ PHONE(248)705-9212 VERIZON SITE NUMBER:171654 �. _.(E) PARKING— BU#:824338 (E) ACCESS ROAD ` —(E) PARKING-^, AREA AREA • GREENBURG 11744 SW PACIFIC HWY ( ) ( J ( ) TIGARD,OR 97223 EXISTING 130'-0"MONOPOLE \-(E) TREES AREA (E) TREES AREA- ,, ISSUED FOR: RE\' DATE DAWN DESCRIPTION DES./QA A 04/26/2021 RC PRELLMIINARY PL —_._.-„--_ 0 06/01/2021 RC FINAL CD PL • 1 / �—(E) GRASS AREA— • -(E) 130'-0" MONOPOLE (E) VERIZON EQUIPMENT PAD • s D de k (E) SITE LOCATION �'1 `y� (REFERENCE C-1.2 FOR - DETAILS) • A WgCS ,,�PETER P. -(E) BUILDING LICHOMSKI (] (TYP) p4 H (E) TREES AREA _. \ •WEST B OO MFiE D,• MI 6775 pa eqOFOg (E) GRASS AREA— ,,- - 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: O OVERALL SITE PLAN KIN — 0 SCALE: 1--20•-0-(FULL E) C 1 • 1 20• 10 0 20' 1"=40•-0•(FULL)) 1 `t JURISDICTIONAL APPROVAL: 30'-0"± _ (COMPOUND AREA) 6'-10"± 5'-2"± 18'-0"f (E) VERIZON WIRELESS 9'-0" UTILITY FRAME i l / _ /--� of Y ,� ,I / I i WORKING ' i `i / // a+ __ _... %r (PRANCE < 2�t1- ' / //" _ _ 3245158TH AVENUE MS 231 BF.1.i.FVUE,WA 98008 /'� (GDSEi �� yam/ CROWN /% _ i a%.: CASTLE �!'� / 1505 WESTLAKE AVENUE NORTH,SUITE 800 / _ (E) T-MOBILE —UTILITY(E) 4'-0" g-j � --* .\ // ' •x3• " FRAME z oI SEATTLE,WA 98109 UTILITY PAD - (E) BOLLARD—\ 74, L4B (E) VERIZON �� 49030 Pontiac Trail,Suite 400 + _ WIRELESS ✓\-- (E) UTILITY POLE—, 2' "t T-6"t 10'-4"t Wixom,Michigan 48393 9 4'_0 u5' " �i W/METER \, - PHONE:(248)705-9212 ol PAD/AREA '� s.„ ♦ 1 `0 -- .� VERIZON SITE NUMBER:171654 `H- +',--- 4 (E) (ABANDONED) jam+" :t CROWN CASTLE PLATFORM BU#:824338 \ / , — . *a GREENBURG - 11744 SW PACIFIC HWY s• v �� -H I 1 I E TIGARD,OR 97223 V�6,, A� < a o r n V - M a EXISTING 130-0 MONOPOLE 0 \ / — — \y / ♦ �� ` (E) (ABANDONED)—'r -H I. —(E) �- E) ICE BRIDGE -Hr-MOBILE (TYP) ISSUED FOR: ` / CROWN CASTLE -.I- *j 4'-0"x4'-0" PAD PAD IN A —(E) 5-6"x5'-6", 'nI REV DATE DRWN DESCRIPTION DES./QA 7 � 15-0"x16'-0" A FND PAD o A 04/26/2021 RC PRELIMINARY PL (IT � AREA - f UTILITY FRAME ''� I ,,>5 f I i 0 06/01/2021 RC FINAL CD PL , . / • '\, / / MONOPOLE . • C w (/ U (E) VERIZON 6'-0"x21'-0" PAD J \ . - -- - A < ',, IN A 10•-0"x24'-0" AREA \ \ ?. t _ - 5 r cs' PETER P. �C� \ LICHOMSKI c p4 (--,-,:,-,,,,,....3:,.., . �— ' H ��' o •WEST gIAIrtVMiL�,• 1.5'' 6775 O'. (E) VERIZON FEEDLINES _ .. - I- - -<-- '— < —_'- •�� (6) COAX CABLES (7/8") ,7� I I }j gY (3) HYBRID CABLES (1-1/2") �,..8 (E) VERIZON ICE BRIDGE—•r L (E) GPS (TYP) I O+ O ,..7/ t41'-6" 17'-10"± 5'-7"± 1 6'-6"± I I- I 30-°"t (COMPOUND AREA) 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. V • SHEET NUMBER: ' REVISION: ED SITE PLAN KIN C2 U SCALE: '/e'=1•-0 (Ft u s2� 2 1�—�0� �2' 3/16'�1'-0"(11 x17) .:_.^ate,,. .._. .:.. ..:..:: ... •,-1�' e r JURISDICTIONAL APPROVAL: 1 ---(E) UGHTNING ROD ' -----------(E) LIGHTNING ROD 64 TOP OF MONOPOLE 016 TOP OF MONOPOLE I —! IIIELEV. = 130'-0" r'Y ELEV. = 130'-0" I `4r 1 II I i i' ' I -(E) OTHER CARRIER I j ANTENNA (TYP) ( -� ANTENTNA (Typ)RIER i. t r- d r:,, ,, i verizonY 3 1 3245 158TH AVENUE MS 231 j BFI.TFVUE,WA 98008 I VERIZON EQUIPMENT I i i VERIZON EQUIPMENT 1 i �r� CROWN ANTENNA CL: 90.-0" I I; ANTENNA CL: 90.-0" 1; 11 v CASTLE MOUNT CL: 90'-0" MOUNT CL: 90.-0" E I II 1505 WESTLAICE AVENUE NORTH,SUITE 800 1 III SEATTLE,WA 98109 li r I�.I Iq �id��s I ,._(E) VERIZON EQUIPMENT TO BE REMOVED ,, ;I (3) RRHS j 49030 Pontiac Trail,Suite 400 11 (3) DIPLEXERS INSTALLED ON EXISTING MOUNTS NEW VERIZON T-FRAME (1 TOTAL) - Wixom,Michigan 48393 p PHONE(248)705-9212 1 7 ,- TIP OF ANTENNA h I i _ TIP OF ANTENNA I' ELEV. = 94'-0" Y i ELEV. = 94'-0" I VERIZON SITE NUMBER 171654 ,_F_I_ II RAD OF ANTENNA RAD OF ANTENNA ill ELEV. = 90'-0" NEW VERIZON CROSSOVER PLATE ----''� '. ,p �\ ELEV. - 90.-0" BU#:824338 (. ��\ (18 TOTAL, 6 PER SECTOR) I t t \_'—(E) VERIZON EQUIPMENT TO REMAIN / I GREENBURG -- (E) VERIZON EQUIPMENT TO REMAIN I J -- (9) ANTENNAS �' jI - - (9) ANTENNAS 11744 SW PACIFIC HWY (6) RRHS __ (6) RRHS (3) OVPS NEW VERIZON _ �� (3) OVPS TIGARD,OR 97223 it INSTALLED ON EXISTING MOUNTS 1 IIII, INSTALLED ON EXISTING MOUNTS EXISTING 130'-0"MONOPOLE (3) RRHS - (3) DIPLEXERS - INSTALLED ON EXISTING MOUNTS _I ( ISSUED FOR: { —(E) VERIZON FEEDLINES I I ---(E) VERIZON FEEDLINES • 'Ii (6) COAX CABLES (7/8") 1 (6) COAX CABLES (7/8") REV DATE DRWN DESCRIPTION DES./QA I I:_ (3) HYBRID CABLES (1-1/2") I (3) HYBRID CABLES (1-1/2") I A 04/26/2021 RC PRELLMINARY PL 1 0 06/01/2021 RC FINAL CD PL I - • I Ii i 1- �(E) 130.-0" MONOPOLE ±I i (E) 130'-0" MONOPOLE I1 1I 11 € I I �$ D mac$ c PETER P. ra ei I ;-(E) VERIZON 21'-0"x6'-0" I (E) VERIZON 21'-0"x6'-0" LICHOMSKI 0 EQUIPMENT PAD EQUIPMENT PAD IMI I •WEST BLOOMFIELD,. (E) CHAIN LINK FENCE "�• '.e_. (E) CHAIN LINK FENCE "j• '�_ y ., ;� q 6775 BOO F O I I I I I I I I IT IS A VIOLATION OF LAW FOR ANY PERSON, UM FSS THEY ARE ACTING UNDER THE DIRECTION X ) =X ) ALTER OF A LICENSED PROFESSIONAL ENGINEER TO THIS DOCI;\[ENT. SHEET NUMBER: REVISION: 1 Q EXISTING EAST ELEVATION FINAL EAST ELEVATION O SCALE: NOT TO SCALE C)SCALE: NOT TO SCALE —2 t r r Z1 JURISDICTIONAL APPROVAL: ANTENNA SCHEDULE SECTOR POS. TECHNOLOGY RAD AZIMUTH ANTENNA ANTENNA MODEL MECH. ELECT. TOWER MOUNTED FEEDLINE TYPE CENTER MANUFACTURER TILT TILT EQUIPMENT (1) ERICSSON - 4449 CABLE SCHEDULE ALPHA Al COMA 850 90'-0" 80' ANTEL BXA-70040-8CF 0' 0' HYBRID (1) COMMSCOPE CBC78T-DS-43-2X ALPHA A2 LTE 700/LTE 5G/LTE 90-0" 80' ANDREW JAHH-45C-R3B 0' 6' (1) ERICSSON RRUS32 B2 HYBRID STATUS CABLE TYPE SIZE QUANTITY 850/LTE PCS/LTE AWS/AWS3 ALPHA A3 LTE 700/L1E SG/LTE 90'-0" 80' ANDREW JAHH-45C-R3B 0' 6' (1) ERICSSON RRUS32 B66A HYBRID 850/LTE PCSATE AWS/AWS3 EXISTING COAX 7/8" 6 ALPHA A4 5G 90'-0" 80' VZW SUB6 ANTENNA 0' 3' - HYBRID EXISTING HYBRID 1-1/2" 3 • ALPHA A5 5G 90'-0" 80' ERICSSON VZ-AIR6701 TB 7 -6' - HYBRID FINAL CABLE QUANTTY 10 BETA BI CDMA 850 90'-0" 160' ANTEL BXA-70063-8CF 4' 0' (1) ERICSSON - 4449 HYBRID (1) COMMSCOPE CBC78T-DS-43-2X BETA B2 LTE 700/LTE 5G/LTE 90-0" 160' ANDREW JAHH-45C-R3B 0' 10' (1) ERICSSON RRUS32 B2 HYBRID • • 850/LTE PCS/LTE AWS/AWS3 LTE 700/LTE 5G/LTE BETA B3 90-0" 160' ANDREW JAHH-45C-R3B 0' 10' (1) ERICSSON RRUS32 B66A HYBRID 850/LTE PCS/LTE AWS/AWS3 VI BETA B4 5G 90'-0" 200' VZW SUB6 ANTENNA 7 3' - HYBRID verizon BETA B5 5G 90'-0" 200' ERICSSON VZ-AIR6701 TB 3' -6' - HYBRID 3245 158TH AVENUE MS 231 BELLEVUE,WA 98008 4449 GAMMA Cl CDMA 850 90'-0" 325' ANTEL BXA-70080-8CF 3' 0' (1) COMMM SCOO PE PE C EN -BC78T-DS-43-2X HYBRID CROWN DS GAMMA C2 LTE 700/LTE 5G/LTE g0-0 325' ANDREW JAHH-45C-R3B 0' 10' (1) ERICSSON RRUS32 82 HYBRID a: CASTLE 850/LTE PCS/LTE AWS/AWS3 GAMMA C3 LTE 700/LTE SG/LTE 90'-0" 325' ANDREW JAHH-45C-R3B 0' 10' (1) ERICSSON RRUS32 B66A HYBRID 1505 WESTLAKE AVENUE NORTH,SUITE 800 850/LTE PCSATE AWS/AWS3 SEATTLE,WA 98109 GAMMA C4 5G 90'-0" 325' VZW SUB6 ANTENNA 0' 3' - HYBRID GAMMA C5 5G 90'-0" 325' ERICSSON VZ-AIR6701 TB 2' -6' - HYBRID LAB Q ANTENNA AND CABLE SCHEDULE 49030 Pontiac Trail,Suite 400 Wixom,Michigan 48393 SCALE: NOT TO SCALE PHONE(248)705-9212 VERIZON SITE NUMBER:171654 BU#:824338 ---NEW VERIZON RRH GREENBURG (3 TOTAL, 1 PER SECTOR) 11744 SW PACIFIC HWY Al --(E) VERIZON DIPLEXER TO BE REMOVED <. (6 TOTAL, 2 PER SECTOR) C5 TIGARD,OR 97223 �` �, EXISTING 130'-0"MONOPOLE J, \ ) C4 �, (GAMMA) i i 1 / �C Al ISSUED FOR: 325' AZIMUTH C3 lYj // `L ---NEW TOTAL, VE�RIZONPER SE TOR) REV DATE DRWN DESCRIPTION DES./Q.\ A2 ERS (ALPHA) 'I i .A 94/28/2021 RC PRELIMINARY PL 80' AZIMUTH - 0 06/01/2021 RC FINAL CD PL _ / (ALP---HA)- ALPHA) (E) VERIZON ANTENNA TO REMAIN // 80' AZIMUTH ‘, C3 (9 TOTAL, 3 PER SECTOR) > i 1 -" ,. C2 '�j —(E) VERIZON OVP TO REMAIN ' ,- A2 (3 TOTAL) GAMMA }� 325- AZIMUTH L!t`.' A3 0'-z, / �� (E) VERIZON RRH TO REMAIN �� (6 TOTAL, 2 PER SECTOR) t� • \ ,'J Cl / \ "VI / /-(E) VERIZON ANTENNA TO REMAIN C2 „^Y - - 'y �- - j"- (9 TOTAL, PER SECTOR)\ o- --(E) VERIZON RRH TO REMAIN ' ' // 3 �ti4ED�? 1 (E ) ��_.� (6TOTAL2 NIZONENNAPE �\�.�\/(pg PEPg - ( RRH TO BE REMOVED' _ (3 TOTAL, 1 PER SECTOR) `'.' / ), i // __ [� LICHOMSKI n `, A4 - NEW VERIZON ANTENNA �]ZN WWW //' (6 TOTAL, 2 PER SECTOR) H Cl A40 WEST MI • NEW VERIZON T-FRAME (1TOTAL) 6775 ----- --------(E) VERIZON OVP TO REMAIN (3 TOTAL) • (' A5 OF0�� j 83 - B5 ' 83 B2 B1 --NEW VERIZON CROSSOVER PLATE (BETA) B2 81 B4 (BETA) (18 TOTAL, 6 PER SECTOR) 160' & 200' AZIMUTH 160' & 200' AZIMUTH \ IT IS.A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE_ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO\LTER THIS DOCUXIENT. SHEET NUMBER: ' REVISION: QEXISTING ANTENNA PLAN ,:ulld1II1111kh,: FINAL ANTENNA PLAN 11111110 IIIIIII, 2 SCALE: NOT TO SCALE © O3 SCALE: NOT TO SCALE © C-.3 0 I' r 1 JURISDICTIONAL APPROVAL: AIR6449 — n77 D :—Band max measurements/will not exceed £ Spectrum n770 C-8and 13.7-3.98 GHz)OPB W 280 MHz - ve r i IBW/CBW 200 MHz MU-MIMO layers 16 DL;8 UL Output Power/EIRP Up to 320 W 179d0m 3245 158TH AVENUE MS 231 Antenna Activo Antenna System(AAS) BELLEVUE,WA 98008 Branches 1 Elements 64Tx/84Rx with 192 antenna elements Size and Weight rcm..4 MI Bill iiiii 110 CROWN .rr ..1,,trms SO4 re ISe& 83W pzzea't t0e3=0 t ...4 ea on a: CASTLE ,v uWir�rte,^n aBAtn sea In seam 13#.98s9 - 1505 WESTLAKE AVENUE NORTH,SUITE 800 Mum) Messrs/ (Dawn/ $EATTLE,WA 98109 #CPRS ports: 4%25 Gbps eCPR7 (cpnpotible to 109-eCPR1 SFP28) PowerperoInput -480 to. LAB Operational Conditions: -40°to+SS°C.itncl Scbr LoodY Power: max 13,50W{80%TX-20%RX) 49030 Pontiac Trail,Suite 400 ravers:ca.....u.eanre.!R..a Wixom,Michigan 48393 PHONE:(248)705-9212 VERIZON SI 1'h NUMBER:171654 OSCAE: NOTSUANTENTO SCALENA FACTURER DETAIL — FOR REFERENCE ONLY ONOT USED ONOT USED BU#:824338 SCALE: NOT TO SCALE SCALE: NOT TO SCALE GREENBURG 11744 SW PACIFIC HWY TIGARD,OR 97223 EXISTING 130'-0"MONOPOLE Radio 4449 RADIO ISSUED FOR: 4449 REV DATE DRWN DESCRIPTION DES./QA Dual Baud Radio 4449 A 04/26/2021 RC PRELIMINARY PL Bend 9and13('J90MHt) 8and5(850MHz) Preliminary INSTALLER NOTES: 0 06/01/2021 RC FINAL CD PL r1899 nc>t DI:746-75684Hz OL•.869-844MHz 1.COMPLY WITH MANUFACTURERS UL 777-787MHz Ut.824-84914Hz INSTRUCTIONS TO ENSURE THAT ALL RRHs B!W 10 MHz 25 MHz i swrs ,:,;I;,. RECEIVE ELECTRICAL POWER WITHIN 24 08W SO MHz 25 MHz 4 , HOURS OF BEING REMOVED FROM THE Cartier Bandwidth 30 MHz 5,10 15.20 MHt MANUFACTURER'S PACKAGING. z 2.DO NOT OPEN RRH PACKAGES IN THE RAIN. Total R of carriers upto 24 per radio over both bands 4 3.ALL PIPES, BRACKETS,AND MISCELLANEOUS RE Chain 4T4R,2T48,2T28(SW confgt#abie) ._„ HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. RP Output Power 320W RX Sensdivity Typical:813:-1055:85:-105.7dBm#1Rx i njj.D /� Modulation EVM:640M4<5%256QAMc3.5%DAM e e a i : '�' Iii —I : r► cti y PETER P.SV �j`T' ' :�� `i�� F-', 1'... �►� . ILICHOMSRI n# e e �� —MOUNTING BRACKET , - l Sfte lbrNhd)r 28115°x10° (SUPPLIED W/ `�� H ANTENNA) 00 , (\\`\ • ..ES BLOOM IELD,• • V MI Weight' 85 Ws MI vvv� iD � 6775 �O Operate%Temperature -4(EC(-40`F)`SVC(131?)(Without solar bad) Cooing Natural convection .G� CBW Cascade up to 4 ports \` —NEW ANTENNA / ' 4 j1 Optic Interface 2CPRI ports:25G,SQ 10 G,10.16b� • NEW RRH--� ;.V —NEW RRH D Dl� REV&1MAIntertace 1 ALD/RET port AISG v2.0 � it 4, Bd-T Supported second port�supports the other bard rts(first port supoorts ane band, 2 2-»� - �� '—RRH MOUNTING PLATE 813:In-bard and guard hand;4 carriers per sector,85: •,d*. "� \ —PIPE MOUNT BRACKET f4&loT Stbported .,x.. „ :` _- MOUNTING BRACKET / �� .., „-�,_,.:.,. 2i8 (SUPPLIED W/ /� ' 'Is- ANTENNA----- N ANTENNA) - MOUNTING PIPE - '---ANTENNA ►`� MOUNTING PIPE IT IS VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, I TO ALTER THIS DOCUMENT. OERICSSON RRUS 4449 MANUFACTURER DETAIL — FOR REFERENCE ONLY ANTENNA WITH RRH MOUNTING DETAIL SHEET NUMBER: ` 4 REVISION: SCALE: NOT TO SCALE OSCALE: NOT TO SCALE, ,_ _ O C4 1" r 1 JURISDICTIONAL APPROVAL: Antenna Summary 70O 850 1900 AWE AWS3 26 31 39 CMS L AA L-Surt Has. Model Continents Tip Azimuth RET 4sFts inst. Quantity Gilt Gliz Grtz height Typo &loam SG Ericsson VZ-AIR6701 TB 90 909 200(0002) fake I ohm PHYSICAL 3 325400031 80(000B SG TOD nL-Sub A Merv= 90 911 200(000211 false I aloe PHYSICAL 3 325400031 700 B50 1900 AWS AWS3 28 31 39 CBRS LAA L Sun 1•4.St CI MOdell COMMON TS, Azimuth RE T OsIlii Inst. Quantity GHt Ghlt Gilt Holighl Typo verizon ;3tre 3245 158TH AVENUE MS 231 BELLEVUE,WA 98008 CROWN 700 850 1900 AWS AWS3 28 31 39 CBRS LAA L-Sub Mak* Wald Centerline TO Azimuth RE T SKR it 'nett Quantity CL: CASTLE GHt Glit ClIz NOW Type I 505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 eNcro L TE L TE LTE OE LTE ANDREW JAHM-45C-R39 90 94 1030402/ true trust PHYSICAL 6 5G 325(03) ALAB B XA-70040-8Cf CD-Md A.NTEL 90 93.9 80030 I also taint PHYSICAL 1 49030 Pontiac Trail,Suite 400 BSOMHZ(82/3061 Wixom,Michigan 48393 BXA-70063-8C F- PHONE:(248)705-9212 COMA ANT EL 90 93111 leomz Ian., IOW PHYSICAL 1 6.5011042(80374) BAA-70060-8CF- VERIZON SITE NUMBER:171654 COMA ANT EL 90 93_9 325(031 labs. lone PHYSICAL 1 ELSOMHZ(8261181 BU#:824338 GREENBURG a.ockm:,.., itimmws,6 Retained , 11744 SW PACIFIC HWY TIGARD,OR 97223 Equipment Summary EXISTING 130'-0"MONOPOLE Equtp,rxr O.Typo Location 700 650 1900 AWS AWS3 26 GIl 31 Gib 39 OH CORE, LAA L-Sutn Mato Model Cable Length Cable Ste install Type Quantity ISSUED FOR: Dtpio an, Tow( ITS ITS Corium:cop', CBC78T-DS-43-2X PHYSICAL 3 REV DATE DRWN DESCRIPTION DES/QA A 04/26/2021 RC PRELIMINARY PL LTE RRU Tonto LTE E Hutson 4449 PHYSICAL 3 0 06/01/2021 RC FINAL CD PL 5G Hyte Id Caber TOWN Has MLCH 12124 PHYSICAL 1 OVP Boo Tearer RA YCAP OVP 12 PHYSICAL. 1 OVP Boo Shelter RA',CAP OVP 12 PHYS/CAL. 1 Eoubment Typo Location 700 /ISO 1900 AWS AWS3 29 GH 31 GM) 39 GH CE1RS LAA L-Subt Make Wade! Cabin Length Cable Sire Instail Tyco> Owed ny LIE4.0D itRe RAU Tarn Ericsson 2x 22t2 8.5 PHYSICAL 3 ettcY SG .4?? DIplet se, Towle LTE COMA PHYSICAL 6 1e7 PETER P. N,)4., LICHOMSKI 0 r...--•131 Cabers TOWN LIE PHYSICAL 6 I-3 FIRU Sheila, LTE Erlosecin OslitUt01 813 PHYSICAL 3 0 WEST BLOOMFIELD,. Diplom,' Shone" LTE COMA PHYSICAL 6 ,...s je.•k. Seaman 1/47 1)4,214, 6775 '0) 0 EquIprnord Type 1 or-wilco 700 880 1900 AWS AWS3 28 GIl 31 tilt 39 GH CEPS LAA L-Sobe Mate Model Cable Laribith Cable Urn Instate Type Quantity OF RRU TOWN LTE Ericsson FIRLIS32 82 PHYSICAL 3 RRU To LTE LTE Eremeon FIRUS3 2 966A PHYSICAL 3 Hybrid Cable Tower 6:12 PHYSICAL 3 OVP Boo TOWN OVP 6 PHYSICAL 3 Cmate Cabers Tower COMA PHYSICAL 6 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, OVP Boa Stiorrier OVP 6 PHYSIC AL 3 TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: 0 RFDS SCALE: NOT TO SCALE 0 — ._ . 7.7 r r N JURISDICTIONAL APPROVAL: (005336,305336)POR DARTMOUTH E.3 Sector—4x4 RET RRH(700,850,PCS,AWS1,AWS3)+(DMA(850)+8SONR] [3 Sector SG_28GHz][3 Sector E-Sub6] VECTOR 1 �e~cat: J StCTJP 3 Iaai:s,...l rr...,�.r ar-Tim1• (- i aiuwnaI ' vim III 7 1 ,: ., [-Nei t 1s� j ver zon ,„ t a.N a,,,µ41 s+s^ d Fillmom t t s BELLEVUE,WA 98008 i . 1 LiLailli I ,, c/ CROWN S y '' m.«.s i • ff 33 1505 WESTLAKESUITE 800 2 CASTLE 1 SE1TIL 98109 AVENUE E W. I T`j:TT j•f H i 4 I i i I II j } I 49030 Pontiac Trad,Surte 400 t } { Wixom,Miohi9an 48393 jjj S PHONE:(248)705-9212 csint catirtIrs (ZI 1 r'{4.0.4116. � '[i`T 4�3�� x tea®®� 6 moan° unison 1, Y� 4. VailkixAMM Li U �a41l' . . La (! ■ d • ID U u VERIZON SITE NUMBER:171654 E BU#:824338 1 GREENBURG 1 i 11744 SW PACIFIC HWY t s I i 11 . '.i TIGARD,OR 97223 II - �_._ ; i ;--" i fi EXISTING 130'-0"MONOPOLE Z r i•7 11111111111111111111E211.11.1.1 1.1" •> £• ISSUED FOR: c • � � REV DATE DRWN DESCRIPTION DES./�1 A 04/26/2021 RC PRELIMINARY PL Cr = = 0 06/01/2021 RC FINAL CD PL 444 I'I=3=I`T.. .I,I,{.I y, `-I-I,I.I.I,I-t'Id-I_I-r =I=I,1.I=I• PETER P. 'Zr LICHOMSKI y itilasadis RET Cartra1 Past ; *WEST BLOOMFIELD,. `. Bieftdt3 4 s.-ert Biro*:'58"•Ig-+`-er' Os.:^z,ar 3 MI Is4 Et A$G EC *rcd12:are firer 4ytre j _.�` ,.sxi . i 3 6775 OOP x,,, .s,.1__._ E, k_ i giiiii iiiikitabi OF O1 ..k.. « ,* driven I FOE 44' aReaaetimant s ES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF 1 LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. OCONFIGURATION DIAGRAM SCALE: NOT TO SCALE SHEET NUMBER: REVISION: C -6 o r • JURISDICTIONAL APPROVAL: 8" PVC PLUG TO ANTENNA COAX TO ANTENNA COAX % / 8" PVC PLUG CPLG. (THRD.) ' / T/FINISH GRADE ---- �/ �il COPPER/GALVANIZED GROUND BAR /� COPPER/GALVANIZED GROUND BAR / [� WWII. I111�11�1 0 00 0 00000000000000 0 0 00o0000000000 • �Y X;LY 7��e�eti 0•01 olplo 0 00000000000000 obl0 0000000000000 1 pa1i1��1��v1 0 0000000000000000 0 00000000000000000 © N e• •r �Te•Y,•Y�•Y,•Y.iYe•Y_•Y SUBGRADE p000 p O� �O I o #2 SOUD (TEST LOOP) — 2 SOUD TINNED COPPER z /— NOTCH SIDES OF 8" PVC SCH 40 PIPE I CONDUCTOR TO TOWER/SHELTER z o I GROUND RING (2 TYP. FOR - x, / TO ALLOW EXIT/ENTRANCE OF --- TWO HOLE LONG BARREL ` TWO HOLE LONG BARREL COMPRESSION LUG w , GROUND RING WIRE ( ) BOTTOM GROUND BAR ONLY) o EXOTHERMIC WELD COMPRESSION LUG (TYP) w NOTES: NOTES: I I—I 1 I—III— —I I—I I I={,I I--,y I- 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 1O / '.` \ 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). 1 / 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. TOWER TINNED GROUNDCU RING WIRE ver�zon� CADWELD TEST LOOP TO ( � RING GROUND RING WIRE N NOTES: `-- 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 BEII EVUE,WA 98008 VERTICAL ♦ 1 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST UNE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) CROWN `: CASTLE . 1505 WESTLAKE AVENUE NORTH,SUITE 800 0 ANTENNA SECTOR GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL ®SCALE: SEATTLE,WA 98109INSPECTION WELL DETAIL .SCALE: NOT TO SCALE SCALE: NOT TO SCALE NOT TO SCALE ♦ • I rimAB * C\� 49030 Pontiac Trail,Suite 400 Wixom,Michigan 48393 PHONE:(248)705-9212 , 1 STAINLESS STEEL BOLT VERIZON SITE NUMBER 171654 (TYP) TO TOWER MOUNTED EQUIPMENT-- / ---- STAINLESS STEEL (np) / FLAT WASHER BU#:824338 MONOPOLE 2-HOLE CRIMP/ — (�P) TO ANTENNA COMPRESSION GREENBURG ANTENNA GROUND BAR CONNECTOR 11744 SW PACIFIC HWY (BONDED TO MOW +7-••-- GROUND TIGARD,OR 97223 (BONDED TOWER STEEL) '`.' BAR EXISTING 130'-0"MONOPOLE STANDARD COAX —2 HOLE LUG (TYP) CABLE GROUND KIT ..--- 2 ._ -�— STAINLESS STEEL , / (TYP) .,...„,. FLAT WASHER #6 STRANDED CU WIRE WITH STAINLESS STEEL (TYP) 1 GREEN, 600V, THWN BELLVILLE WASHER STAINLESS STEEL NUT 6" WIDE METALLIC HTEL ISSUED FOR: (Tyr) GRADE � WARNING/LOCATOR TAPE AT INSULATION (OR AS PROVIDED (TMP) 12" DEPTH REV DATE DAWN DESCRIPTION DES./QA WITH GROUND KIT) (TYP) SINGLE CONNECTOR AT GROUND BARS 04/26/2021A RC PRELIMINARY PL N La0 06/01/2021 RC FINAL CD PL /� STAINLESS STEEL BOLT 0 o • —MECHANICAL CONNECTION rz () Z ' / (TYP) /� — STAINLESS STEEL 6= COAX GROUNDC BAR WITH FLAT WASHER o"I EXOTHERMIC WELD COAX CABLE--- INSULATORS, CONNECTED �� w lir:/ (TYP FOR ALL) _ DIRECTLY TO THE BOTTOM DRAGON TOOTH WASHER —, N Jl ('��) OF MONOPOLE. SEE NOTE 1. (TMP) STEEL 7 l TO BTS EQUIPMENT VIA —2/0 TINNED BARE Li TRAY OR ICE BRIDGE COPPER WIRE 2-HOLE CRIMP/ GROUND RING #2 COPPER WIRE �I COMPRESSION STAINLESS STEEL SOLID, TINNED FOR CARRIER AND ICE f_„Mt. —MONOPOLE PIER FLAT WASHER 40 GROUND WIRE CONNECTOR (TYP) �� \C BRIDGE GROUND LOOP Y l..- / S SEE NOTE 3 STAINLESS STEEL NUT G AJ. GROUND WIRE STAINLESS STEEL T,P `— GROUND RING 2/0 FOR �, `( NOTE 3 BELLVILLE WA(TMP) ( ) TOWER GROUND LOOP c5' PETER P. qe, LICHOMSKI --—- -- -1—; SINGLE CONNECTOR AT STEEL OBJECTS n INSPECTION WELL—- HEXOTHERMIC WELD (TYP) *WEST Dt M>l4IVi D, • NOTES: STAINLESS STEEL .'Cw71 DlNVl�li'lTaWJ SELF-DRILLING — STAINLESS STEEL 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA METAL SCREW FLAT WASHER LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE (rep) (TYP) GROUND ROD COPPER L�7�J TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. CLAD STEEL ROD W/MIN. 6//5 �O 5/8 0 x 10'-0"LONG 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. 2-HOLE CRIMP/ - / OF O4�'! TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. COMPRESSION r. 1j'''' OS - 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 O 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 OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION O TYPICAL ANTENNA CABLE GROUNDING DETAIL FOR EXTERIOR CONNECTIONS GROUND ROD DETAIL ofALICENSED PROFESSIONALENGINEER, TOATIESDUMENT. SCALE: NOT TO SCALE ®HARDWARE SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE • SHEET NUMBER: ' REVISION: G- 1 0 c r 1 JURISDICTIONAL APPROVAL: `itt_ �a WIRE SIZE BURNDY LUG BOLT SIZE \. I. #6 AWG GREEN INSULATED YA6C-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 S 2 BOLT y_ � �` #4/0 AWG STRANDED YA28-2N 1/2" — 16 NC S 2 BOLT 11111 • TYPE W TYPE VN TYPE NC TYPF SS TYPE GR BURNDY GROUND LUG W/—,, ,—HEAT SHRINK LONG BARREL(SEE CHART) (CLEAR) ® (TYP) CONDUCTOR �•� IIII , ®• LOCK WAPR)—Z-. .. r4 TYPE V$ TYPE VB TYPE PT TYPE Gr 131111 verizon NOTE: � GROUND BAR--' BOLT 1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC ''—(SEE CHART) 3245 158TH AVENUE MS 231 MOLDS TO BE USED FOR THIS PROJECT. � V (TYP) BET.T.FVUE,WA 98008 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. BURNDY TWO HOLE LUG W/ LONG BARREL CROWN (SEE CHART) CADWELD GROUNDING CONNECTIONS CASTLE ()SCALE: NOT TO SCALE N NO—OX WIRE TO BE aill: AT BOTH ENDS 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 /—STRANDED (GREEN INSULATED) ONLY FOR #6 AWG l LAB TO ANTENNAS (SEE CHART) WEATHERPROOFING KIT (SEE NOTE 3) (TfPICALLY) ANTENNA CABLE -- — - ; 12"TO 24" 49030 Pontiac Trail,Suite 400 --- II 120" MAX. TX1/RX\ WEATHERPROOFING PHONE:(248)VVixorn,Michigan 12 ! T i (TYP) NOTES: GROUND KIT 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. COAX JUMPER (NP.)--' - (TYp) ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL VERIZON SITE NUMBER:171654 HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. I CONNECTOR=' #6 AWG ()MECHANICAL LUG CONNECTION BU#:824338 WEATHERPROOFING KIT GREENBURG #6 AWG STRANDED COPPER GROUND WIRE-- ..: (TMP. SEE NOTE 2) a• _ SCALE: NOT TO SCALE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 i N Q' / COAX COPPER/GALVANIZED NBARD 11744 SW PACIFIC HWY c BONDED DIRECTLY TOWER > CABLE GROUND KIT — TIGARD,OR 97223 CABLE CONNECTOR ANTENNA CABLES/ / EXISTING 13Or-Orr MONOPOLE #6 AWG MIN. FROM ANTENNA CABLEBTS EQUIPMENT (TYP.) CABLE GROUND KIT NOTES: i / HI iii 1 i i. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND ISSUED FOR: " WIRE DOWN TO GROUND BAR. NOTES: REV DATE DAWN DESCRIPTION DES./QA 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR A 04/26/2021 RC PRELIMINARY PL RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND 0 06/01/2021 RC FINAL® PL WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE - ' III ' ' ' IIII I 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT BRIDGE, OR ON ANTENNA TOWER ' BE USED. 2. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. 1 • ()CABLE GROUND KIT CONNECTION • • • • • •�00 1000.0 OSCALE: NOT TO SCALE 00 Q O• O• 0 OQ ®SCALE:OUND NOT CABLE O SCCONNECTION -� _ ® TWO HOLE LUG, OR , ' GROUNDING SHALL BE 3/8-11x1"TAMPER EXOTHERMIC WELD TO BE USED ELIMINATED WHEN GROUND BAR �_y�D�� RESISTANT BOLT ® WITH #2 AWG BARE CONDUCTOR ' ' IS ELECTRICALLY BONDED TO �,y (TYP) WIRE TO BUILDING SERVICE METAL TOWER INSULATORS — GROUND OR GROUND RING iG, C. SEE NOTE 2. ' / Cti PETER P. tij (TMP) 0 fi GROUNDWIRE INSTALLATION LICHOMSKI n WALL BRACKET --, Q (TYP) 0 0 NOTE: MINIMUM OF S/S NUT ®SCALE: NOT TO SCALE WEST BLOOMFIELD t7 0 3 THREADS TO BE (TYP) 0 VISIBLE (TMP) mi q O0O WASHERLO ` , 6775 O 2 HOLE LONG / O O (TMP) #CONDUIT FROM 24"38ELOWQGRADEGTO PIPE OF AQ�j� BARREL TINNED V l� 0 — UNIVERSAL COPPER SOLID COPPER S/S FLAT �// � 0 GROUND BAR (4"x20") LUG �, WITHIN 3"TO 6" OF CAD—WELD END OF LOCK WASHER • (�� 4 (TYP) (TYP) jER TTHE INlN000 TIGHT ONDUITN POINT. DMUST BE II P/N M10SEALED WITH SILICONE CAULK. (TYP) TWO—HOLECADWELD COMPRESSION LUG TIN COATED SOLID NOTFS: COPPER BUS BARS/S FLAT (TYI') WASHER 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE ITT TO BE INSTALLED ON CROWN CASTLE CHERRY INSULATOR (TYP) , IT IS A VIOLATION OF LAW FOR ANY PERSON, USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS—STD-10091. NO INSTALLED IF REQUIRED UNLESS THEY ARE ACTING UNDER THE DIRECTION MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, 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. (TYP) TO ALTER THIS DOCUMENT. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. - SHEET NUMBER: REVISION: GROUND BAR DETAIL LUG DETAIL TRANSITIONING GROUND DETAIL G_2 0 CD SCALE: NOT TO SCALE ()SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE s Ns Ns_ I ... P r \ ... .'. . . .-. Mount Post-Modification Analysis Report May 3,2021 • . ili II ill (3)10.50-Ft T-Arms Site ID: 171654-VZW/DARTMOUTH ,... verizon - I i:s Page I 2 Executive Summary: Tower Engineering Solutions,LLC The objective of this report is to summarize the analysis results of the antenna support mourt including the proposed 1320 Greenway Dr.Suite 600 modifications at the subject facility for the final wireless telecommunications corfiguration,per the applicable codes Irving,TX 75038 and standards 972.483.0607 TESOrders4restower.us This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection All climbirg activities are required to have a fall protection plan completed by a competent person. Sources of Information: Post-Mod Antenna Mount Analysis Report and PMI Requirements Mount Fix Document Type Remarks SMART Tool Project#, 10047429 Mount Drawing Mount mapping by Kimley-Horn;dated 2/9/2021 Mod Drawing Tower Engineering Solutions,Project#10047429 May 3,2021 Antenna Loading Verizon FUZE Project ID:16242551;dated 1/19/2021 Site Information Site ID. 171654-VZW/DARTMOUTH Analysis Criteria: Site Name. DARTMOUTH i Carrier Name: Verizon Wireless Codes and Standards: ANSI/TIA-222-HABC 2018 1 Adctess: 11744 Pacific Highway ,:.. 77GARD.Oregon 97223, Washington County Wind Parameters. Basic Wind Speed(Ultimate 3-sec.Gust),VT: 97 mph(3-Sec.Gust) . Latitude' 45 4,34214'L itude: -12758647* Ice Wind Speed(3-sec Gust): 30 mph(3-Sec.Gust) ong 2. Design Ice Thickness' 1.50 in Risk Category: II .i. Exposure Category. B :... Structure Information Tower Tyr,•=::: Monopole .,.. Topographic Category: 1 Mount Tyr).:7.: (3) 10.50-Ft T-Arrns Topographic Feature Considered: N/A FUZE ID#16242551 Ground Elevation Factor, K.: 0.993 Seismic Parameters: Ss: 0.865 Si. 0.395 ...i . Analysis Results 7.i. :3)T-Arms• 52.9%(Pass] Maintenance Parameters: Wind Speed(3-sec Gust): 30 mph+Cr Racial ice Maintenance Live Load,Lv: 250 lbs. —Contractor PMI Requirements Maintenance Live Load,Lrn: 500 lbs. Included at the end of this MA report Analysis Software: RISA-30(V15) Available &Submitted via portal at https://pmlyzwsmart.com Contractor-Please Review Specific Site PMI Requirements Upon Award Requirements also Noted on Mount Modification Drawings .;.. Requirements may also be Noted on A &E drawings 'CRUCTUR i ,D ll :: il,E•0....igiffp.• - . 1*.eport Prepared By:Kiran Sharma Paudel ,.- i . : hi' '-r • •••,-zy OREGON (3, 1/kUEL PO' EXPIRES: 12/31/7022 05/03/2021 SHEET NUMBER: ' REVISION: R_ 1 o e r 1 Maul Post-Modification Analysis Report May 3,2021 Mount Post-Modification Analysis Report May 3,2021 (3) 10.50-Ft T-Arms Site ID: 171654-VZW/DARTMOUTH (3)10,50-Ft T-Arms Site ID' 171654-VZW/DARTMOU17-1 Page I 3 Pagel 4 • Final Loadinq Con figuration: Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in - the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and The foNowing equipment has been considered for the analysis of the mounts: are not considered in the mount analysis. Mount Equipment The mount analysis and the mount mapping are not a condition assessment of the mount Proper Elevation I Elevation Quantity Manufacturer Model Status maintenance and condition assessments are still required post analysis. (ft) 1 (ft) i 6 Commscope ' JAHH-45C-R38(Antenna) Retained 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped by TES, the mounts are assumed to have been properly fabricated, installed and 1 Arnphenol Antel BXA-70040-8CF-850MHZ Retained maintained in good condition,twist free and plumb in accordance with its original design and manufacturers (82/106)(Antenna) specifications. 1 Antel BXA-70063-8CF-850MHZ Retained (80374)(Antenna) 4. All member connections are assumed to have been designed to IT lett or exceed the load carrying capacity 1 Arnpatericil Antel BXA-70080-8CF-850MHZ Retained of the connected member unless otherwise specified in this report. (82818)(Antenna) 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and 90.00 90.00 3 Ericsson RRUS32 B2(Radio) Retained threaded rod connections in collar members if appticable. Local deformation and interaction between the 3 Ericsson RRUS32 B66A(Radio) Retained mount collar/attachment and the supporting tower structure are outside the scope of this analysis. 3 Raycap OVP 6* Retained 3 Ericsson VZ-AIR6701 TB(Antenna) Added 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Tower Engineering Solutions is not responsible for the 3 nL-Sub6 Antenna Added conclusion,opinions,and recommendations made by others based on the information supplied. 3 Ericsson 4449(Radio) Added 1 Raycap OVP 12' Added 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this 3 Commscope CBC78T-DS-43-2X Added analysis: o Channel,Solid Round,Angle,Plate ASTM A36(Gr.36) "Equipment to be flush mounted directly to the standoff arm. Equipment not shown in placement drawings. 0 HSS(Rectangular) ASTM 500(Gr.13-46) o Pipe ASTM A53(Gr. E3-35) The recent mount mapping reported existing OVP units. It is acceptable to install up to any three(3)of the OVP o Threaded Rod F1554(Gr.36) model nun tvrs listed below as required at any location other than the mount face without affecting the structural 0 Bolts ASTM A325 capacity of the mount If OVP units are installed on the mount face,a mount re-analysis may be required unless replacing an existing OVP, Model Number Ports AKA 8. Any mount modifications listed under Sources of Information are assumed to have been installed per the . • ,RHSDC-1064-PF-48 2 OVP-2 design specifications. RC30C-3315-PF-48 6 OVP-6 Discrepancies between in-field conditions and the assumptions listed above may render this analysis RC30C-3300-Pf-48 6 OVP-6 invalid unless explicitly approved by Tower Engineering Solutions. RC3DC-4750-PF-48 6 OVP-6 RHSDC-6627-PF-48 12 OVP-12 RHSDC-6600-PF-48 12 OVP-12 Standard Conditions: 1. Al engineering services are performed on the basis that the information provided to Tower Engineering Solutions and used in this analysis is current and correct The existing equipment loading has been applied at locations determined from the supplied documentation Any deviation from the loading locations specified in this report shall be communicated to Tower Engineering Solutions to verity deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition,twist free and plumb in accordance with its original design and manufacturer's specifications SHEET NUMBER: ' REVISION: R_2 0 \ v r 1 Mount Post-Moddication Analysis Report May 3, 2021 (3) 10.50-FtT-Arms Site ID I 71F54-','Z_W/DARTMOUTH Page I 5 Analysis Results: Component Utilization% Pass/Fail Face Horizontal 32.5% Pass Standoff Arm 44.1% Pass Mount Pipes 52.9% Pass New Support rail 22.41E Pass New T-Arm 37.5% Pass Structure Rating—(Controlling Utilization of all Components) 52.9% Recommendation: The existing mount(s) will be SUFFICIENT for the final loading after the proposed modifications are successfully completed. ANSI/ASSP rigging plan review services compliant with the requirements ci ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: 1. Mount Photos 2. Mount Mapping Report(for reference only) 3. Analysis Calculations 4. Contractor Required PMI Report Deliverables 5. Antenna Placement Diagrams SHEET NUMBER: • REVISION: R-3O ,