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
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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
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PE11200052
STATE OF
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N
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A
N
A
P
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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
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T
A
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A
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PE11200052
STATE OF
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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
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K
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A
M
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PE11200052
STATE OF
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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
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S
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E
T
T
A
P
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E
K
R
A
M
D
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PE11200052
STATE OF
I
N
D
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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
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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
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DigiSigner Document ID: 7b0e6b5a-71a0-4cc7-b1c6-6d33f4f6304e
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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
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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
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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
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PE11200052
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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