HomeMy WebLinkAbout873710_CARMEL-GRAY_129802_VZW_SUB6_REV_0_11022021_UNCERT.pdfVERIZON SITE NUMBER:
VERIZON SITE NAME:
SITE TYPE:
TOWER HEIGHT:
BUSINESS UNIT #:
SITE ADDRESS:
COUNTY:
JURISDICTION:
129802
GN 116TH AND KEYSTONE
MONOPOLE
80'
873710
HAMILTON
CITY OF CARMEL
11405 N GRAY ROAD
CARMEL, IN 46033
VERIZON 5G L-SUB6 - CARRIER ADD
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: 0
ISSUED FOR:
REV DATE DRWN DESCRIPTION DES./QA
9045 RIVER ROAD, SUITE 425
INDIANAPOLIS, IN 46240
0 11/03/2021 MAS CONSTRUCTION SET CM
VERIZON SITE NUMBER:
129802
BU #: 873710
CARMEL-GRAY
11405 N GRAY ROAD
CARMEL, IN 46033
EXISTING 80' MONOPOLE
1515 E. WOODFIELD ROAD
SCHAUMBURG, IL 60173
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
GPD JOB#: 2021724.75.873710.05
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
22X34. 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
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: 0
ISSUED FOR:
REV DATE DRWN DESCRIPTION DES./QA
9045 RIVER ROAD, SUITE 425
INDIANAPOLIS, IN 46240
0 11/03/2021 MAS CONSTRUCTION SET CM
VERIZON SITE NUMBER:
129802
BU #: 873710
CARMEL-GRAY
11405 N GRAY ROAD
CARMEL, IN 46033
EXISTING 80' MONOPOLE
1515 E. WOODFIELD ROAD
SCHAUMBURG, IL 60173
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
GPD JOB#: 2021724.75.873710.05
CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS:
1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE TO PROCEED
(NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE
CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE USA INC. CONSTRUCTION MANAGER.
2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED
DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS,
AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY
CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE
LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR
CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN
ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING
CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO
GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET.
3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS
INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND
ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE
SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS.
4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS,
CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE
FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION);
FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO
THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST
EDITION) AND CROWN CASTLE USA INC. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A
QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE
WITH ANSI/TIA-322 (LATEST EDITION).
5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON
CROWN CASTLE USA INC. TOWER SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF MOUNTS AND
APPURTENANCES," AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND
MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS."
6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL
PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH
ANY SUCH CHANGE OF INSTALLATION.
7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE
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: 3 REVISION: 0
ISSUED FOR:
REV DATE DRWN DESCRIPTION DES./QA
9045 RIVER ROAD, SUITE 425
INDIANAPOLIS, IN 46240
0 11/03/2021 MAS CONSTRUCTION SET CM
VERIZON SITE NUMBER:
129802
BU #: 873710
CARMEL-GRAY
11405 N GRAY ROAD
CARMEL, IN 46033
EXISTING 80' MONOPOLE
1515 E. WOODFIELD ROAD
SCHAUMBURG, IL 60173
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
GPD JOB#: 2021724.75.873710.05
GREENFIELD GROUNDING NOTES:
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 ACCORDANCE WITH THE
NEC.
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 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 TESTING RESULTS.
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.
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.
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 COPPER FOR OUTDOOR
BTS.
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.
8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
10. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED.
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS.
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR.
15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR.
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, METAL SUPPORT CLIPS OR
SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE
USE OF METAL CONDUIT IS
UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
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 POINT. THE EXPOSED END OF
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: 0
ISSUED FOR:
REV DATE DRWN DESCRIPTION DES./QA
9045 RIVER ROAD, SUITE 425
INDIANAPOLIS, IN 46240
0 11/03/2021 MAS CONSTRUCTION SET CM
VERIZON SITE NUMBER:
129802
BU #: 873710
CARMEL-GRAY
11405 N GRAY ROAD
CARMEL, IN 46033
EXISTING 80' MONOPOLE
1515 E. WOODFIELD ROAD
SCHAUMBURG, IL 60173
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
GPD JOB#: 2021724.75.873710.05
SCALE:
1 SITE PLAN 4' 3' 1/4"=1'-0" (FULL SIZE) 1/8"=1'-0" (11x17)
2' 1' 0 4' N
(E) VERIZON 11'-6"x15'-0"
EQUIPMENT SHELTER
(E) 80' MONOPOLE
(E) VERIZON GENERATOR
ON PAD
(E) WOOD FENCE
(TYP.)
(E) VERIZON ICE BRIDGE
SCALE:
1 OVERALL SITE PLAN 1/8"=1'-0" (FULL SIZE) 1/16"=1'-0"
8' 6' 4' 2' 0 8' (11x17) N
44'-2"±
21'-1"±
8'-5"± 12'-6"±
59'-7"±
25'-7"± 34'-0"±
20'-0"±
18'-4"±
33'-2"± 44'-2"±
21'-1"±
33'-11"± 21'-9"±
(E) OTHER CARRIER
EQUIPMENT PLATFORM
(E) OTHER CARRIER
EQUIPMENT PAD
(E) OTHER CARRIER
EQUIPMENT PLATFORM
(E) UTILITY H-FRAME
(E) UTILITY H-FRAME
(E) TRANSFORMER
(E) WOOD FENCE
(E) OTHER MONOPOLE (E) 80' MONOPOLE
(E) OTHER MONOPOLE
A
A
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: 0
ISSUED FOR:
REV DATE DRWN DESCRIPTION DES./QA
9045 RIVER ROAD, SUITE 425
INDIANAPOLIS, IN 46240
0 11/03/2021 MAS CONSTRUCTION SET CM
VERIZON SITE NUMBER:
129802
BU #: 873710
CARMEL-GRAY
11405 N GRAY ROAD
CARMEL, IN 46033
EXISTING 80' MONOPOLE
1515 E. WOODFIELD ROAD
SCHAUMBURG, IL 60173
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
GPD JOB#: 2021724.75.873710.05
SCALE:
1 FINAL TOWER NOT TO ELEVATION SCALE
(E) 80' MONOPOLE
(E) VERIZON FEEDLINES TO BE REMOVED
(12) COAX CABLES (1-5/8")
(N) VERIZON FEEDLINES
(1) ROSENBERGER HCH-612489 HYBRID CABLE (1-7/8")
(ROUTED PER STRUCTURAL ANALYSIS)
INSTALLER NOTES:
1. IT IS THE INSTALLING CONTRACTOR'S
RESPONSIBILITY TO VERIFY ALL ANTENNA
INFORMATION AGAINST THE RADIO
FREQUENCY DATA SHEET PROVIDED BY
VERIZON FOR THIS PROJECT.
2. MOUNT HEIGHTS MAY VARY. CONTRACTOR
TO VERIFY FINAL MOUNT HEIGHT WITH
VERIZON WIRELESS RF PRIOR TO
CONSTRUCTION.
3. ANTENNA MOUNTS, ORIENTATION AND
TOWER PROFILE ARE DIAGRAMMATIC
ONLY. ANTENNA SUPPORT PER
STRUCTURE MANUFACTURER AND
STRUCTURAL ANALYSIS. ALL EXISTING
CONDITIONS TO BE FIELD VERIFIED.
VERIZON EQUIPMENT
ANTENNA CL: 77'
MOUNT CL: 77'
NEW VERIZON EQUIPMENT
(3) COMMSCOPE - NHHS4-65B-R3B ANTENNAs
(3) COMMSCOPE - NHHSS-65B-R2BT4 ANTENNAs
(3) BSAMNT-SBS-1-2 SIDE BY SIDE MOUNTs
(3) ERICSSON 4408 B48 (NO ANTENNA) RRHs
(3) ERICSSON - 4449 RRHs
(3) ERICSSON - 8843 RRHs
A
B
A
B
A B
A
B
A
B
A B
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: 0
ISSUED FOR:
REV DATE DRWN DESCRIPTION DES./QA
9045 RIVER ROAD, SUITE 425
INDIANAPOLIS, IN 46240
0 11/03/2021 MAS CONSTRUCTION SET CM
VERIZON SITE NUMBER:
129802
BU #: 873710
CARMEL-GRAY
11405 N GRAY ROAD
CARMEL, IN 46033
EXISTING 80' MONOPOLE
1515 E. WOODFIELD ROAD
SCHAUMBURG, IL 60173
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
GPD JOB#: 2021724.75.873710.05
SCALE:
1 EXISTING NOT ANTENNA TO SCALE PLAN N SCALE:
2 NEW ANTENNA NOT TO PLAN SCALE N
(E) 80' MONOPOLE
(E) VERIZON ANTENNA TO BE REMOVED
ANDREW - SBNH-1D6565B
(3 TOTAL, 1 PER SECTOR)
(E) SECTOR MOUNTS TO REMAIN
ANTENNA REPLACEMENT
1. CONTRACTOR TO INSPECT THE CONDITION OF EXISTING
MOUNTING PIPES, CONFIRM THE FOLLOWING.
A. CORROSION. IF MOUNTS ARE FOUND TO BE CORRODED,
CONTACT VERIZON REP FOR DIRECTION.
B. CHECK CONDITION OF ATTACHMENT BOLTS IF FOUND LOOSE,
TIGHTEN TO ORIGINAL SPECIFICATIONS (AISC, TURN OF NUT
METHOD).
C. IF BOLTS ARE MISSING, REPLACE WITH EQUAL.
2. ALL WORK DEPICTED ON CONSTRUCTION DRAWINGS DESIGNED
IN ACCORDANCE WITH 2014 INDIANA BUILDING CODE (2012 IBC).
3. WORK TO BE PERFORMED ON (1) SECTOR AT A TIME.
TOWER SCOPE OF WORK
· REMOVE (6) ANTENNAS
· REMOVE (12) COAX CABLES
· INSTALL (6) ANTENNAS
· INSTALL (3) SIDE BY SIDE MOUNTS
· INSTALL (12) RRUs
· INSTALL (1) OVP
· INSTALL (1) HYBRID CABLE
ALPHA (A) 20°
ALPHA (B) 30°
ANDREW - SBNH-1D6565B
ANDREW - SBNH-1D6565C
GAMMA (E) 270°
ANDREW - SBNH-1D6565B
BETA (C)
150
°
BETA (D)
150
°
ANDREW - SBNH-1D6565B
ANDREW - SBNH-1D6565C
GAMMA (G) 270°
ANDREW - SBNH-1D6565C
SEQUENCE OF OPERATION
NOTE: WORK TO BE PERFORMED ON (1) SECTOR AT A TIME.
TOWER WORK:
1. REMOVE EXISTING ANTENNAS.
2. REMOVE EXISTING RRUs.
3. REMOVE EXISTING TMAs.
4. REMOVE EXISTING OVP.
5. REMOVE EXISTING HYBRID CABLES.
6. REMOVE EXISTING COAX CABLES.
7. INSTALL NEW SIDE BY SIDE MOUNTS.
8. INSTALL NEW ANTENNAS.
9. INSTALL NEW RRUs.
10. INSTALL NEW OVPs
11. INSTALL NEW HYBRID CABLES.
(E) VERIZON ANTENNA TO BE REMOVED
ANDREW - SBNH-1D6565C
(3 TOTAL, 1 PER SECTOR)
NEW VERIZON OVP
RAYCAP - RRODC-6627-PF-48
(1 TOTAL)
(E) 80' MONOPOLE
(E) SECTOR MOUNTS TO REMAIN
ALPHA (A) 30°
COMMSCOPE - NHHS4-65B-R3B
GAMMA (F) 270°
COMMSCOPE - NHHSS-65B-R2BT4
BETA (C)
150
°
COMMSCOPE - NHHS4-65B-R3B
BETA (D)
150
°
COMMSCOPE - NHHSS-65B-R2BT4
ALPHA (B) 30°
COMMSCOPE - NHHSS-65B-R2BT4
GAMMA (E) 270°
COMMSCOPE - NHHS4-65B-R3B
NEW VERIZON ANTENNA
COMMSCOPE - NHHS4-65B-R3B
(3 TOTAL, 1 PER SECTOR)
NEW VERIZON ANTENNA
COMMSCOPE - NHHSS-65B-R2BT4
(3 TOTAL, 1 PER SECTOR)
NEW VERIZON RRU
ERICSSON - 8843
(3 TOTAL, 1 PER SECTOR)
NEW VERIZON RRU
ERICSSON - 8863
(3 TOTAL, 1 PER SECTOR)
NEW VERIZON RRU
ERICSSON - 4449
(3 TOTAL, 1 PER SECTOR)
NEW VERIZON RRU
ERICSSON - 4408
(NO ANTENNA)
(3 TOTAL, 1 PER SECTOR)
NEW VERIZON MOUNT
COMMSCOPE - BSAMNT-SBS-1-2
(3 TOTAL, 1 PER SECTOR)
11/03/2021
(3) ERICSSON - 8863 RRHs
(1) RAYCAP - RRODC-6627-PF-48 OVP
11/03/2021
(E) UTILITY H-FRAME
(E) HUB
(E) HUB
(E) VERIZON 11'-6"x15'-0"
EQUIPMENT SHELTER
(E) VERIZON GENERATOR
ON PAD
(E) VERIZON EQUIPMENT
TO BE REMOVED IN SHELTER
(3) ERICSSON - RRUS11 B13+A2
(3) ERICSSON - RRUS12 B4+A2
(6) DIPLEXERS
(N) VERIZON EQUIPMENT
IN SHELTER
(1) ERICSSON - BB6630
(1) ERICSSON - BB6648
(E) HUB
(E) HUB
11/03/2021
THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL).
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 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,
LIGHTNING PROTECTION SYSTEM, AND
BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
120/240V, 1Ø
SYSTEM
A PHASE
CONDUCTOR COLOR
B PHASE
BLACK
RED
NEUTRAL WHITE
GROUND GREEN
CONDUCTOR COLOR CODE
ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL,
STATE, AND LOCAL CODES/ORDINANCES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP
HAZARDS ARE ELIMINATED.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE
NATIONAL ELECTRICAL CODE.
4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT
CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE
RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE
GOVERNING JURISDICTION.
5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH
COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE
IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA.
6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION,
WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT ID'S).
7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS.
8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE
THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW,
THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE
SPECIFIED.
12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW,
THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR
EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75° C (90° C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC.
15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED
INDOOR LOCATIONS.
16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC
CONDUIT.
18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR
FLEXIBILITY IS NEEDED.
19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS
ARE NOT ACCEPTABLE.
20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC.
21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD
SPECMATE WIREWAY).
22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL).
23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (i.e.
POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE,
MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND
OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL
AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS
SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE
RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE
AND INSIDE.
24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL. SHALL
MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR BETTER) FOR EXTERIOR LOCATIONS.
25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED OR NON-CORRODING; SHALL MEET OR EXCEED UL
514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR
EXTERIOR LOCATIONS.
26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR
BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS.
27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. BEFORE
COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE
APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY.
29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "VERIZON".
30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
120/208V, 3Ø
A PHASE
B PHASE
BLACK
RED
NEUTRAL WHITE
GROUND GREEN
C PHASE BLUE
277/480V, 3Ø
A PHASE
B PHASE
BROWN
ORANGE OR PURPLE
NEUTRAL GREY
GROUND GREEN
C PHASE YELLOW
DC VOLTAGE
POS (+) RED**
NEG (-) BLACK**
* SEE NEC 210.5(C)(1) AND (2)
** POLARITY MARKED AT TERMINATION
ABBREVIATIONS:
ANT ANTENNA
(E) EXISTING
FIF FACILITY INTERFACE FRAME
GEN GENERATOR
GPS GLOBAL POSITIONING SYSTEM
GSM GLOBAL SYSTEM FOR MOBILE
LTE LONG TERM EVOLUTION
MGB MASTER GROUND BAR
MW MICROWAVE
(N) NEW
NEC NATIONAL ELECTRIC CODE
(P) PROPOSED
PP POWER PLANT
QTY QUANTITY
RECT RECTIFIER
RBS RADIO BASE STATION
RET REMOTE ELECTRIC TILT
RFDS RADIO FREQUENCY DATA SHEET
RRH REMOTE RADIO HEAD
RRU REMOTE RADIO UNIT
SIAD SMART INTEGRATED DEVICE
TMA TOWER MOUNTED AMPLIFIER
TYP TYPICAL
UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM
W.P. WORK POINT
WHITE PROPOSED EXCAVATION
TEMPORARY SURVEY MARKINGS
ELECTRIC POWER LINES, CABLES,
CONDUIT, AND LIGHTING CABLES
GAS, OIL, STEAM, PETROLEUM, OR
GASEOUS MATERIALS
POTABLE WATER
RECLAIMED WATER, IRRIGATION, AND
SLURRY LINES
COMMUNICATION, ALARM OR SIGNAL LINES,
CABLES, OR CONDUIT AND TRAFFIC LOOPS
SEWERS AND DRAIN LINES
APWA UNIFORM COLOR CODE:
PINK
RED
YELLOW
BLUE
PURPLE
ORANGE
GREEN
11/03/2021
PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY
COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,
SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR
THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C)
ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES.
11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS,
LATEST APPROVED REVISION.
12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE
COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS
WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR,
TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES.
14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE
SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS,
AND SHELTERS.
15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND
TOWER AREAS.
16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE
APPLICATION.
17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR
DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE
CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS.
18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR
EROSION AND SEDIMENT CONTROL.
19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES.
ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.
20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND
OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
DESIGNATED LOCATION.
21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON
A DAILY BASIS.
22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE
SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
GENERAL NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
CARRIER: VERIZON
TOWER OWNER: CROWN CASTLE USA INC.
2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED
UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK
DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF
THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT
EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY
THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION
OF THE FINISHED STRUCTURE ONLY.
4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR
IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND
SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED
CONTACT THE ENGINEER OF RECORD.
5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN
THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO
FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE
DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON
AS POSSIBLE.
6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING
CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY
DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE.
7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND
ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK
CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR
NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
UNLESS SPECIFICALLY STATED OTHERWISE.
10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN
ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH
CHANGE OF INSTALLATION.
11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER,
AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS.
12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC.
13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS
REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY
BASIS.
11/03/2021
SHEET DESCRIPTION
ELECTRIC PROVIDER: DTE ENERGY
TELCO PROVIDER: TBD
GROUND ELEVATION:
39° 57' 7.46"
-86° 05' 16.76"
U
FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION
OCCUPANCY CLASSIFICATION:
A.D.A. COMPLIANCE:
MAP/PARCEL #:
JURISDICTION: CITY OF CARMEL
16-14-04-00-00-003.001
CARMEL-GRAY
HAMILTON
AREA OF CONSTRUCTION: EXISTING
NAD83
S-1 SINGLE FAMILY RESIDENTIAL
PROPERTY OWNER:
CROWN CASTLE
2000 CORPORATE DRIVE
CANONSBURG, PA 15317
TOWER OWNER:
TYPE OF CONSTRUCTION: IIB
758 FT. (GOOGLE EARTH)
11405 N GRAY ROAD
CARMEL, IN 46033
PSI ENERGY INC DBA CINERGY-PSI
550 S TRYON ST, DEC 41B
CHARLOTTE, NC 28202
CROWN CASTLE USA INC.
SITE NAME:
BY OTHERS
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)
MECHANICAL 2014 INDIANA MECHANICAL CODE (2012 IMC)
ELECTRICAL 2009 INDIANA ELECTRICAL CODE (2008 NEC)
PROJECT DESCRIPTION
MOUNT ANALYSIS:
DATED:
BY OTHERS
RFDS DATED: 08/09/2021
ORDER ID:
REVISION:
592738
1
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
MICHAEL CLUST - PROJECT MANAGER
MICHAEL.CLUST@CROWNCASTLE.COM
TBD - CONSTRUCTION MANAGER
----
CORRIE BASS - A&E SPECIALIST
CORRIE.BASS@CROWNCASTLE.COM
20 N. MARTINGALE DRIVE, SUITE 440
SCHAUMBURG, IL 60173
VERIZON WIRELESS
180 WASHINGTON VALLEY ROAD
BEDMINSTER, NJ 07921
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 (3) ANDREW - SBNH-1D6565B ANTENNAS
· REMOVE (3) ANDREW - SBNH-1D6565C ANTENNAS
· REMOVE (12) 1-5/8 COAX CABLES
· INSTALL (3) COMMSCOPE - NHHS4-65B-R3B ANTENNAS
· INSTALL (3) COMMSCOPE - NHHSS-65B-R2BT4 ANTENNAS
· INSTALL (3) COMMSCOPE - BSAMNT-SBS-1-2 MOUNTS
· INSTALL (3) ERICSSON - 4408 B48 RRUs (NO ANTENNA)
· INSTALL (3) ERICSSON - 4449 RRUs
· INSTALL (3) ERICSSON - 8843 RRUs
· INSTALL (3) ERICSSON - 8863 RRUs
· INSTALL (1) RAYCAP - RRODC-6627-PF-48 OVP BOX
· INSTALL (1) ROSENBERGER - HCH-612489 HYBRID CABLE
GROUND SCOPE OF WORK
· REMOVE (3) ERICSSON - RRUS11 B13+A2
· REMOVE (3) ERICSSON - RRUS12 B4+A2
· REMOVE (6) DIPLEXERS
· INSTALL (1) ERICSSON - BB6630
· INSTALL (1) ERICSSON - BB6648
CALL INDIANA ONE CALL
(800) 382-5544
CALL 3 WORKING DAYS
BEFORE YOU DIG!
R
CONTRACTOR PMI REQUIREMENTS
PMI ACCESSED AT https://pmi.vxwsmart.com
N/A
SMART TOOL VENDOR
PROJECT NUMBER
VzW LOCATION CODE (PSLC) 129802
*** 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 TBD
GPD GROUP, INC.
520 SOUTH MAIN STREET, STE 2531
AKRON, OH 44311
PHONE: (330) 572-2100
SITE LOCATION
T-3 ELECTRICAL NOTES
11/03/2021