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HomeMy WebLinkAbout873711_602824_Construction Drawings (Rev 6).pdfVERIZON SITE NUMBER: VERIZON SITE NAME: SITE TYPE: TOWER HEIGHT: BUSINESS UNIT #: SITE ADDRESS: COUNTY: JURISDICTION: 129792 GN 131ST AND SHEFFIELD MONOPOLE 150'-0" 873711 HAMILTON CITY OF CARMEL 1531 W MAIN ST CARMEL, IN 46032 DROP & SWAP VERIZON SUB6 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 T-NUMBER: 1 REVISION: 6 ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA 9045 RIVER ROAD, SUITE 425 INDIANAPOLIS, IN 46240 VERIZON SITE NUMBER: 129792 BU #: 873711 CARMEL-SPRINGMILL 1531 W MAIN ST CARMEL, IN 46032 PROPOSED 150'-0" MONOPOLE 1515 E. WOODFIELD ROAD SCHAUMBURG, IL 60173 11490 BLUEGRASS PKWY LOUISVILLE, KY 40299 502-437-5252 P O D POWEROF DESIGN N O S R E T T A P . E K R A M D E R 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 T-NUMBER: 2 REVISION: 6 ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA 9045 RIVER ROAD, SUITE 425 INDIANAPOLIS, IN 46240 VERIZON SITE NUMBER: 129792 BU #: 873711 CARMEL-SPRINGMILL 1531 W MAIN ST CARMEL, IN 46032 PROPOSED 150'-0" MONOPOLE 1515 E. WOODFIELD ROAD SCHAUMBURG, IL 60173 11490 BLUEGRASS PKWY LOUISVILLE, KY 40299 502-437-5252 P O D POWEROF DESIGN N O S R E T T A P . E K R A M D E R E T S I G E R PE11200052 STATE OF I N D I A N A P R 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 C-NUMBER: 1 REVISION: 6 ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA 9045 RIVER ROAD, SUITE 425 INDIANAPOLIS, IN 46240 VERIZON SITE NUMBER: 129792 BU #: 873711 CARMEL-SPRINGMILL 1531 W MAIN ST CARMEL, IN 46032 PROPOSED 150'-0" MONOPOLE 1515 E. WOODFIELD ROAD SCHAUMBURG, IL 60173 11490 BLUEGRASS PKWY LOUISVILLE, KY 40299 502-437-5252 P O D POWEROF DESIGN N O S R E T T A P . E K R A M D E R E T S I G E R PE11200052 STATE OF I N D I A N A P R 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 C-NUMBER: 2 REVISION: 6 ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA 9045 RIVER ROAD, SUITE 425 INDIANAPOLIS, IN 46240 VERIZON SITE NUMBER: 129792 BU #: 873711 CARMEL-SPRINGMILL 1531 W MAIN ST CARMEL, IN 46032 PROPOSED 150'-0" MONOPOLE 1515 E. WOODFIELD ROAD SCHAUMBURG, IL 60173 11490 BLUEGRASS PKWY LOUISVILLE, KY 40299 502-437-5252 P O D POWEROF DESIGN N O S R E T T A P . E K R A M D E R E T S I G E R PE11200052 STATE OF I N D I A N A P R 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 C-NUMBER: 3 REVISION: 6 ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA 9045 RIVER ROAD, SUITE 425 INDIANAPOLIS, IN 46240 VERIZON SITE NUMBER: 129792 BU #: 873711 CARMEL-SPRINGMILL 1531 W MAIN ST CARMEL, IN 46032 PROPOSED 150'-0" MONOPOLE 1515 E. WOODFIELD ROAD SCHAUMBURG, IL 60173 11490 BLUEGRASS PKWY LOUISVILLE, KY 40299 502-437-5252 P O D POWEROF DESIGN N O S R E T T A P . E K R A M D E R E T S I G E R PE11200052 STATE OF I N D I A N A P R THIRD ANGLE PROJECTION PV-SLPP12-B OR PV-SLPP14-B PIPE-238X96 PIPE-238X150 OR PIPE-236X174 PV-RM1460-4-GS PV-SLPP-HR4-16-B HD26226 2-3/8" 33-1/2" 96" 2-3/8" 12', 14' 19-1/8" 14" TO 60" L.I.F.E. MOUNT™ MONOPOLE SQUARE PLATFORM Table 1: Platform Configurations Part Number Description Weight (lbs) Included Parts PV-RM1460-4-GS PV-SLPP12-B PV-SLPP14-B PV-SLPP-HR4-16-B PIPE-238X96 PIPE-238X150 PIPE-238X174 HD26226 PV-SLPP12U-B L.I.F.E. Mount™ 4 Sector Platform, 12' Face, 14"-60" Pole 2511 1 1 - - - - - 4 PV-SLPP12U-HR-B L.I.F.E. Mount™ 4 Sector Platform, Horizontal Support Rail, 12' Face, 14"-60" Pole 3188 1 1 - 1 - 4 - 4 PV-SLPP12U-HR-12-96 L.I.F.E. Mount™ 4 Sector Platform, Horizontal Support Rail, 12' Face, 14"-60" Pole, (12) Antenna Pipe 3539 1 1 - 1 12 4 - 4 PV-SLPP12U-HR-16-96 L.I.F.E. Mount™ 4 Sector Platform, Horizontal Support Rail, 12' Face, 14"-60" Pole, (16) Antenna Pipe 3656 1 1 - 1 16 4 - 4 PV-SLPP14U-B L.I.F.E. Mount™ 4 Sector Platform, 14' Face, 14"-60" Pole 2863 1 - 1 - - - - 4 PV-SLPP14U-HR-B L.I.F.E. Mount™ 4 Sector Platform, Horizontal Support Rail, 14' Face, 14"-60" Pole 3217 1 - 1 1 - - 4 4 PV-SLPP14U-HR-12-96 L.I.F.E. Mount™ 4 Sector Platform, Horizontal Support Rail, 14' Face, 14"-60" Pole, (12) Antenna Pipe 3569 1 - 1 1 12 - 4 4 02_Square PV-SLPP_Square Monopole Platform 1 OF 5 DIMENSIONS ARE IN INCHES TOLERANCES U.N.O. HOLES: +1/16", -1/32" ANGULAR: PROFILE 1/4 , BEND 2 ALL OTHERS: 1/16" PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF PERFECTVISION. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF PERFECTVISION IS PROHIBITED. CATEGORY 5/13/2022 1:36 SERIES TYPE CHECKED BY SCALE SHEET REV DESCRIPTION DATE STATUS THIRD ANGLE PROJECTION PV-SLPP##U-B (PLATFORM SIZE WILL VARY BASED ON CONFIGURATION) PV-SLPP##U-HR-B (PLATFORM SIZE WILL VARY BASED ON CONFIGURATION) PV-SLPP12U-HR-16-96 ANTENNA PIPES INCLUDED IN WEIGHTS. ANTENNA PIPE EPA MUST BE CALCULATED SEPARATELY PV-SLPP##U-HR-12-96 (PLATFORM SIZE WILL VARY BASED ON CONFIGURATION) ANTENNA PIPES INCLUDED IN WEIGHTS. ANTENNA PIPE EPA MUST BE CALCULATED SEPARATELY WEIGHTS & EPA * EPA(A) INCLUDES ALL STRUCTURAL MEMBERS INCLUDING CROSSOVER CONNECTIONS. IF DESIRED ADD ANTENNA PIPE PER TABLE 3. Table 2: Weight & EPA Part Number Weight [lbs] per Radial Ice Thickness [in] (EPA)A [sqft] per Radial Ice Thickness [in] 0 0.5 1 1.5 2 2.5 0 0.5 1 1.5 2 2.5 PV-SLPP12U-B 2520 680 1390 2150 2950 6590 26.6 32.0 37.6 43.4 49.3 74.8 PV-SLPP12U-HR-B 3190 780 1640 2570 3580 8390 35.6 45.2 55.3 66.1 77.5 129.6 PV-SLPP12U-HR-12-96 3540 950 2030 3250 4610 11380 35.6 45.2 55.3 66.1 77.5 129.6 PV-SLPP12U-HR-16-96 3660 1010 2170 3480 4950 12380 35.6 45.2 55.3 66.1 77.5 129.6 PV-SLPP14U-B 2870 790 1630 2520 3460 7750 31.1 37.3 43.8 50.4 57.1 85.9 PV-SLPP14U-HR-B 3220 910 1910 3000 4180 9800 40.8 51.5 62.8 74.7 87.2 143.8 PV-SLPP14U-HR-12-96 3570 1080 2310 3680 5210 12790 40.8 51.5 62.8 74.7 87.2 143.8 Table 3: Antenna Pipe Additional EPA (Each) Size (EPA)A (ft2) (EPA)A 1/2" Radial Ice (ft2) 2-3/8" x 96" 1.5 2.2 02_Square PV-SLPP_Square Monopole Platform 2 OF 5 DIMENSIONS ARE IN INCHES TOLERANCES U.N.O. HOLES: +1/16", -1/32" ANGULAR: PROFILE 1/4 , BEND 2 ALL OTHERS: 1/16" PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF PERFECTVISION. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF PERFECTVISION IS PROHIBITED. CATEGORY 5/13/2022 1:24 SERIES TYPE CHECKED BY SCALE SHEET REV DESCRIPTION DATE STATUS 2 3 4 5 THIRD ANGLE PROJECTION INSIDE MOUNTING POINT ROUTING BRACKET CABLE GUIDE ROD MOUNTING CABLE GUIDE ROUTING BRACKET OUTSIDE MOUNTING POINT CABLE GUIDE ROUTING BRACKET 7-1/2" CABLE GUIDE RANGE PV-SCRB-RMGS SAFETY CLIMB ROUTING BRACKET WEIGHT: 4 LBS MOUNT CLASSIFICATIONS: MOUNT CLASSIFICATION INFORMATION: • STANDARDS: TIA-222-G / TIA-222-H • MAX STRUCTURE HEIGHT: 400ft • STRUCTURE CLASS: I OR II • EXPOSURE CATEGORY: B OR C • TOPOGRAPHIC CATEGORY: 1 • DESIGN WIND PRESSURE (NO ICE): 135psf • DESIGN WIND PRESSURE (ICED): 15psf • DESIGN ICE THICKNESS: 2.75in Radial SEE STRUCTURAL LETTER SLPP-STL-01-R0 FOR ADDITIONAL ANALYSIS INFO APPROVED MOUNTS: • PV-SLPP12U-HR-B, PV-SLPP12U-HR-12-96, PV-SLPP12U-16-96 • PV-SLPP14U-HR-B, PV-SLPP14U-HR-12-96, PV-SLPP14U-16-96 POLE THICKNESS LIMITATIONS: ON POLES WITH WALL THICKNESS EQUAL TO OR GREATER THAN THE VALUES LISTED BELOW, THE PERFECT VISION PV- SLPP MOUNT SERIES IS STRUCTURALLY CAP[ABLE OF SUPPORTING THE ABOVE LOADING SCENARIOS WITHOUT THE NEED FO AN ADDITIONAL KICKER BRACE. FOR THIN WALL POLES, USE PV-PKBK-4 PLATFORM KICKER BRACE TO AVOID POLE CRIMPING FAILURES. KICKER BRACE CAN BE INSTALLED ABOVE OR BELOW PLATFORM. OPTIONAL ADD ON: SAFETY CLIMB ROUTING (SOLD SEPARATELY) PV-SCRB-RMGS - SAFETY CLIMB ROUTING BRACKET 115-203 - LOCKING CABLE GUIDE 115-242 - STANDARD CABLE GUIDE APPROVED MOUNT CLASSIFICATIONS REQUIRED EXTREME WIND LOAD (LBS) 700 750 1150 1550 1600 REQUIRED ICE LOAD (LBS) 0 M700R(0)-4[6] M750R(0)-4[6] M1150R(0)-4[6] M1550R(0)-4[6] M1600R(0)-4[6] 600 M700R(600)-4[6] M750R(600)-4[6] M1150R(600)-4[6] M1550R(600)-4[6] M1600R(600)-4[6] 800 M700R(800)-4[6] M750R(800)-4[6] M1150R(800)-4[6] M1550R(800)-4[6] M1600R(800)-4[6] 1100 M700R(1100)-4[6] M750R(1100)-4[6] M1150R(1100)-4[6] M1550R(1100)-4[6] M1600R(1100)-4[6] 1250 M700R(1250)-4[6] M750R(1250)-4[6] M1150R(1250)-4[6] M1550R(1250)-4[6] M1600R(1250)-4[6] POLE THICKNESS LIMITATION MAX REQUIRED LOAD (LBS) MIN POLE THICKNESS 600 1/4" 950 1/4" 1000 5/16" 1600 5/16" 02_Square PV-SLPP_Square THIRD ANGLE PROJECTION 96" COLLAR MOUNT INSTALLATION HSS TUBE INSTALLATION OPTIONAL ADD ON: PV-LPP-GS-ACC5 (SOLD SEPARATELY) GUARDIAN SERIES CLIMBING MAST WEIGHT: 143 LBS EACH 02_Square PV-SLPP_Square Monopole Platform 4 OF 5 DIMENSIONS ARE IN INCHES TOLERANCES U.N.O. HOLES: +1/16", -1/32" ANGULAR: PROFILE 1/4 , BEND 2 ALL OTHERS: 1/16" PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF PERFECTVISION. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF PERFECTVISION IS PROHIBITED. CATEGORY 5/13/2022 1:24 SERIES TYPE CHECKED BY SCALE SHEET REV DESCRIPTION DATE STATUS 2 3 4 5 02_Monopole 6 DJN SJS APPROVED UPDATED TO 4 PIPES PER SECTOR UPDATE TO KIT UPDATE TO NEW TEMPLATE KIT UPDATED WITH RM1460-GS COLLARS ADDED SEPARATE PAGE FOR WEIGHTS & EPA 10/26/18 8/03/19 4/30/20 6/09/20 2/15/22 SQUARE MONOPOLE PLATFORM SLPP-ENG-01-R6 6 DOCUMENT NUMBER REV C:\PVMSteel\Catalog\SW Working Files\Engineering Details\ DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e THIRD ANGLE PROJECTION NOTE: POLE MAY VARY. ROUND TO THE NEAREST POLE ON CHART FOR TRIM LENGTH APPROXIMATION DETAIL A HD26226 10K SWIVEL ANCHOR ALLOW FOR ~6" HSS TUBE LENGTH OVERHANG HSS TRIM LENGTH DETAIL B HSS TRIM CLARIFICATION (REFER TO HSS TRIM TABLE) HSS ARM 10K SWIVEL ANCHOR: SWIVEL ANCHOR ATTACHMENT NOTES: • DO NOT INSTALL ANCHORS UNTIL AFTER RING MOUNT IS PROPERLY INSTALLED ON TOWER. • DO NOT USE SWIVEL ANCHORS AS A RIGGING / LIFTING POINT • SWIVEL ANCHOR SPECS: • UTS: 10,000 LBF • MAX USER WEIGHT: 310 LBS • WORKING LOAD: 2,000 LBS • FOLLOW MANUFACTURER SPECIFICATIONS FOR ANCHOR INSTALLATION AND MAINTENANCE. HSS TRIM TABLE POLE Ø SLPP12 SLPP14 REQUIRED HSS ARM LENGTH (Inches) ALLOWABLE TRIM LENGTH (Inches) REQUIRED HSS ARM LENGTH (Inches) ALLOWABLE TRIM LENGTH (Inches) 15 68.625 0 84.625 0 20 68.625 0 84.625 2 25 68.625 0 80.125 4.5 30 67.125 1.5 77.375 7.25 35 64.375 4.25 74.875 9.75 40 61.875 6.75 72.125 12.5 45 59.375 9.25 69.875 14.75 50 56.875 11.75 67.125 17.5 55 54.125 14.5 64.625 20 60 51.625 17 62.125 22.5 02_Square PV-SLPP_Square Monopole Platform 5 OF 5 DIMENSIONS ARE IN INCHES TOLERANCES U.N.O. HOLES: +1/16", -1/32" ANGULAR: PROFILE 1/4 , BEND 2 ALL OTHERS: 1/16" PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF PERFECTVISION. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF THIRD ANGLE PROJECTION PV-PKBK PV-RM1240-LP EXISTING STANDOFF ARM 5" 5" 4-1/2" NOTE: TOP PLATE FLIPPED 180 FOR ROUND MEMBER 80" 5'-8-1/2" 5'-2" RECOMMENDED 45° 120° 12"- 40" 10"- 60" PKBK-ENG-01-R1 MONOPOLE KICKER BRACE KIT ARM ATTACHMENT CLAMPS TO RECT HSS UP TO 5"X5" & ROUND PIPE UP TO 4-1/2" OD KICKER BRACE (AS SHOWN) PV-PKBK-M PV-PKBK-4-M 4-SECTOR KICKER BRACE PV-PKBK-M 3-SECTOR KICKER BRACE 04_Platform Reinforcement PV-PKBK_Monopole Platform Kicker 1 OF 1 DIMENSIONS ARE IN INCHES TOLERANCES U.N.O. HOLES: +1/16", -1/32" ANGULAR: PROFILE 1/4 , BEND 2 ALL OTHERS: 1/16" 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. CATEGORY 5/17/2018 1:48 SERIES TYPE CHECKED BY SCALE SHEET REV DESCRIPTION DATE STATUS 0 1 2 3 02_Monopole 4 INT DJN APPROVED INITIAL RELEASE 5/15/18 MONOPOLE KICKER BRACE KIT PKBK-ENG-01-R1 1 DOCUMENT NUMBER REV C:\PVMSteel\PVM Sales Catalog\SW Working Files\Engineering Details\ DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e PERFECTVISION IS PROHIBITED. CATEGORY 5/13/2022 1:24 SERIES TYPE CHECKED BY SCALE SHEET REV DESCRIPTION DATE STATUS 2 3 4 5 02_Monopole 6 DJN SJS APPROVED UPDATED TO 4 PIPES PER SECTOR UPDATE TO KIT UPDATE TO NEW TEMPLATE KIT UPDATED WITH RM1460-GS COLLARS ADDED SEPARATE PAGE FOR WEIGHTS & EPA 10/26/18 8/03/19 4/30/20 6/09/20 2/15/22 SQUARE MONOPOLE PLATFORM SLPP-ENG-01-R6 6 DOCUMENT NUMBER REV C:\PVMSteel\Catalog\SW Working Files\Engineering Details\ DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e Monopole Platform 3 OF 5 DIMENSIONS ARE IN INCHES TOLERANCES U.N.O. HOLES: +1/16", -1/32" ANGULAR: PROFILE 1/4 , BEND 2 ALL OTHERS: 1/16" PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF PERFECTVISION. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF PERFECTVISION IS PROHIBITED. CATEGORY 5/13/2022 1:16 SERIES TYPE CHECKED BY SCALE SHEET REV DESCRIPTION DATE STATUS 2 3 4 5 02_Monopole 6 DJN SJS APPROVED UPDATED TO 4 PIPES PER SECTOR UPDATE TO KIT UPDATE TO NEW TEMPLATE KIT UPDATED WITH RM1460-GS COLLARS ADDED SEPARATE PAGE FOR WEIGHTS & EPA 10/26/18 8/03/19 4/30/20 6/09/20 2/15/22 SQUARE MONOPOLE PLATFORM SLPP-ENG-01-R6 6 DOCUMENT NUMBER REV C:\PVMSteel\Catalog\SW Working Files\Engineering Details\ DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e 02_Monopole 6 DJN SJS APPROVED UPDATED TO 4 PIPES PER SECTOR UPDATE TO KIT UPDATE TO NEW TEMPLATE KIT UPDATED WITH RM1460-GS COLLARS ADDED SEPARATE PAGE FOR WEIGHTS & EPA 10/26/18 8/03/19 4/30/20 6/09/20 2/15/22 SQUARE MONOPOLE PLATFORM SLPP-ENG-01-R6 6 DOCUMENT NUMBER REV C:\PVMSteel\Catalog\SW Working Files\Engineering Details\ DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e 2 3 4 5 02_Monopole 6 DJN SJS APPROVED UPDATED TO 4 PIPES PER SECTOR UPDATE TO KIT UPDATE TO NEW TEMPLATE KIT UPDATED WITH RM1460-GS COLLARS ADDED SEPARATE PAGE FOR WEIGHTS & EPA 10/26/18 8/03/19 4/30/20 6/09/20 2/15/22 SQUARE MONOPOLE PLATFORM SLPP-ENG-01-R6 6 DOCUMENT NUMBER REV C:\PVMSteel\Catalog\SW Working Files\Engineering Details\ DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e O F E S S I O N A L E N G I N E E R 2 08/25/22 NH CONSTRUCTION MEP 3 12/06/22 NH CONSTRUCTION MEP 4 01/10/23 ADE CONSTRUCTION MEP 5 01/19/23 ADE CONSTRUCTION MEP 6 03/03/23 ADE CONSTRUCTION MEP · · · · · · · · · · · · · · · 03/03/2023 DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e O F E S S I O N A L E N G I N E E R 2 08/25/22 NH CONSTRUCTION MEP 3 12/06/22 NH CONSTRUCTION MEP 4 01/10/23 ADE CONSTRUCTION MEP 5 01/19/23 ADE CONSTRUCTION MEP 6 03/03/23 ADE CONSTRUCTION MEP 03/03/2023 DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e O F E S S I O N A L E N G I N E E R 2 08/25/22 NH CONSTRUCTION MEP 3 12/06/22 NH CONSTRUCTION MEP 4 01/10/23 ADE CONSTRUCTION MEP 5 01/19/23 ADE CONSTRUCTION MEP 6 03/03/23 ADE CONSTRUCTION MEP 03/03/2023 DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e O F E S S I O N A L E N G I N E E R 2 08/25/22 NH CONSTRUCTION MEP 3 12/06/22 NH CONSTRUCTION MEP 4 01/10/23 ADE CONSTRUCTION MEP 5 01/19/23 ADE CONSTRUCTION MEP 6 03/03/23 ADE CONSTRUCTION MEP 03/03/2023 DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e E T S I G E R PE11200052 STATE OF I N D I A N A P R O F E S S I O N A L E N G I N E E R 2 08/25/22 NH CONSTRUCTION MEP 3 12/06/22 NH CONSTRUCTION MEP 4 01/10/23 ADE CONSTRUCTION MEP 5 01/19/23 ADE CONSTRUCTION MEP 6 03/03/23 ADE CONSTRUCTION MEP NOTE: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 11X17. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. STRUCTURAL ANALYSIS: DATED: APPLICABLE CODES/REFERENCE DOCUMENTS SITE INFORMATION CARRIER/APPLICANT: SHEET # DRAWING INDEX SHEET DESCRIPTION CINERGY (800) 228-8485 ELECTRIC PROVIDER: VERIZON (800) 837-4966 TELCO PROVIDER: GROUND ELEVATION: 39° 58′ 37.20″ -86° 10′ 10.50″ U FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION OCCUPANCY CLASSIFICATION: A.D.A. COMPLIANCE: MAP/PARCEL #: JURISDICTION: CITY OF CARMEL 17-09-27-00-00-027.004 CARMEL-SPRINGMILL HAMILTON AREA OF CONSTRUCTION: EXISTING NAD83 S-1 PROPERTY OWNER: CROWN CASTLE USA, INC. 2000 CORPORATE DRIVE CANONSBURG, PA 15317 TOWER OWNER: TYPE OF CONSTRUCTION: IIB 857 FT. 1531 W MAIN ST CARMEL, IN 46032 PUBLIC SERVICE CO OF INDIANA 1531 W MAIN ST CARMEL, IN 46032 CROWN CASTLE USA INC. SITE NAME: MORRISON HERSHFIELD FEBRUARY 01, 2023 REFERENCE DOCUMENTS: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING 2014 INDIANA BUILDING CODE/2012 IBC W/ STATE AMENDMENTS MECHANICAL 2014 INDIANA MECHANICAL CODE/2012 IMC W/ STATE AMENDMENTS ELECTRICAL 2009 INDIANA ELECTRICAL CODE/2008 NEC W/ STATE AMENDMENTS PROJECT DESCRIPTION MOUNT REPLACEMENT ANALYSIS: DATED: TOWER ENGINEERING SOLUTIONS, LLC DECEMBER 28, 2022 RFDS REVISION: DATED: - 04/23/2021 ORDER ID: REVISION: 602824 4 LAT/LONG TYPE: LONGITUDE: LATITUDE: CURRENT ZONING: COUNTY: SITE ADDRESS: PROJECT TEAM A&E FIRM: CROWN CASTLE USA INC. DISTRICT CONTACTS: T-1 TITLE SHEET C-1 SITE PLAN C-2 FINAL TOWER ELEVATION MIKE STEWART - PROJECT MANAGER MIKE.STEWART@CROWNCASTLE.COM TIM FORTUNE - CONSTRUCTION MANAGER TIM.FORTUNE@CROWNCASTLE.COM SARA LOADHOLDT - A&E SPECIALIST SARA.LOADHOLDT@CROWNCASTLE.COM (704) 405-6548 10300 ORMSBY PARK PLACE, SUITE 501 LOUISVILLE, KY 40223 VERIZON WIRELESS 1515 E. WOODFIELD ROAD, SCHAUMBURG, IL 60173 LOCATION MAP NO SCALE T-2 GENERAL NOTES C-3 ANTENNA PLANS & NOTES THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. TOWER SCOPE OF WORK · REMOVE (12) RRHs · REMOVE (3) ANTENNAS · REMOVE (3) TMAs · REMOVE (6) DIPLEXERS · REMOVE (1) OVP · REMOVE (1) HYBRID CABLE · REMOVE (6) COAX CABLES · REMOVE (3) SECTOR MOUNTS · INSTALL (1) PLATFORM MOUNT W/ MODIFICATIONS PER MOUNT REPLACEMENT ANALYSIS BY TOWER ENGINEERING SOLUTIONS DATED DECEMBER 28, 2022 · INSTALL (15) ANTENNAS · INSTALL (12) RRUs · INSTALL (4) SIDE BY SIDE ANTENNA BRACKETS · INSTALL (3) OVPs W/ 6'-0" MOUNTING PIPES · INSTALL (3) HYBRID CABLES GROUND SCOPE OF WORK · INSTALL (3) KDU1370015/11 · INSTALL (6) 109163473 · INSTALL (1) 1600138837A · INSTALL (1) 96-002315-A · INSTALL (1) CUBE-PM639158N2 · INSTALL (1) CUBE-BB48E2HNA · INSTALL (1) 170-5164-902 · INSTALL (6) PB-PSU-COV-BB, (1) PB-19-SYS-16-BB · INSTALL (3) PB-PSU-162-BB, (3) RVZDC-6627-PF-48 · INSTALL (1) 96-SSSAFTHTRKIT · INSTALL (5) TEL.X 180 80-94890-02 · INSTALL (1) 96-RMX-4300-A CALL INDIANA ONE CALL (800) 382-5544 CALL 3 WORKING DAYS BEFORE YOU DIG! CONTRACTOR PMI REQUIREMENTS PMI ACCESSED AT https://pmi.vzwsmart.com 10183383 SMART TOOL VENDOR PROJECT NUMBER VzW LOCATION CODE (PSLC) 727537 *** PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR VzW SMART KIT APPROVED VENDORS VzW APPROVED SMART KIT VENDORS MOUNT MODIFICATION REQUIRED N POD 11490 BLUEGRASS PARKWAY LOUISVILLE, KY 40299 (502) 437-5252 ATTACHED MOUNT SPECIFICATIONS 03/03/2023 DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e