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Dear Michael: 8 ,
As'p your request, we are providing the structural analysis for proposed Steeple on top of church and
new working platform inside church. The Proposed Steeple will replace existing steeple.
PROPOSED VERIZON EQUIPMENT DESCRIPTION
ELEV.
LOADING TYPE
75'-61/2" ±
Proposed (6) NHH-1D65B Antennas
Mounted on proposed (3) BSAMNT-SBS-1-2 inside proposed church steeple.
65'-0" ±
Proposed 13) Nokia 700/800 Dual band 320W
Proposed (3) Nokia AWS/LOP Dual band 320W
Mounted on proposed working platform
SOURCE OF STRUCTURE DATA:
• Existing Church Structural data is based on mapping by Structural One for Allpro Consulting Group
ACGI# 17-5204 dated 09/05/2017.
• Church Building Structural data as per building drawings by Kleinert Engineering, Inc. Job #01015
dated 04/16/2001.
• Reactions of Church Steeple as per Campbellsville Industries Inc. Job # 12567B dated 6/4/2018.
• Steeple Platform design as per email from Kira Bauman from C. A. BASS dated 2/28/2018.
• Working Platform design by Allpro Consulting Group, Inc. Job # 17-5902 dated 7/9/18 and previous
Structural Analysis Job # 18-2345 dated 6/21/18.
• Proposed Verizon Equipment loading as per Email form 8. t�
LOCATION OF PROPOSED EQUIPMENT:
• The proposed Verizon antenna to be installed inside
Industries Inc. Job #125676 dated 6/4/2018. tNtTM� CODE RRE ANY WORK IN
• Proposed Working platform loading is included in this analysis.ORZO14MQg
,i
AUG 3 0 201
/?-3�J A
3��L S:<
DATE:^7_ B
RELEASE DO NOT AM BY:�y:
- - EASEMENTS OR PUBr .06
isfMJCT1ON M
�OF-WAY.
do
!i
4
AL L 'PR O
CONSULTING GROUP, INC.
9221 Lyndon B. Johnson Freeway, #204, Dallas, TX 75243 * PHONE 972.231.8893 * FAX 1.866-364.8375
www.allprocgi:com *.e-mail: * Firm Reg. # 8242
RESULTS: Based on our structural review, the existing church steel structure below proposed Church
steeple is capable of suppqrting loading induced from church steeple and is.in code compliance with IBC
2006, ASCE 7-05 with 90 mph basic wind speed. Please refer the result summary as listed below:
- SUMMARY
Component Checked
Result
Comments
Existing Church steel structure ..
Maximum member stress ratio = 0.872 < 1.00
Maximum Deflection = 0.792 in
-
In code compliance w/
IBC2006/ ASCE?-05
Existing Steeple Platform at
Maximum member stress ratio= 0.391 < 1.00
elevation 71' 6"
DISCLAIMER: It is assumed that all the existing structures are properly maintained and are in good
condition, free of any defects. All equipment installations are to be installed by a contractor who is
experienced in similar work. The scope of this analysis does not include the loads induced during
installation. All installation loads and procedures are the responsibility of the contractor. The contractor
should field verify all dimensions and fit before fabrication and construction.
Please contact us if additional clarifications are needed.
Sincerely,
08/03/2018
Snehalsinh Vansia, E.I.T.
Ench
1. Church Steeple Elevation View
2. Mathcad Calculation printout
3. FEM Model Printout
4. Steeple Drawing by others
Approved by,
• +-i+l Chiyu 2hang, P.E.
C►NYtI 2i11lMNCs ,0 TX PE # 128187
a
J
� ELEVATION
(N) LESSEE'S ANTENNAS
MOUNTED AT 75'-6" INSIDE
NEW STEEPLE
(N) LESSEE'S
ROOFTOP
EQUIPMENT
ON PLATFORM
ROOFTOP
LEASE AREA
TOP OF MASONRY
ELEV. 15'-9" AGL F-�
(N) I
ANTENNA CEI
ELEV. 75-6"
- STEEPI
SUPPORTI�
,STRUCTUF
Site Data:
Structure Type. Proposed Working platform inside church steeple and Steeple Structure above church 70' above ground
Wind Load: 90 mph as per ASCE 7 -05
Applicable Code. WIND LOAD, IBC 2006 /ASCE7-05
(Building Structural data as per Building drawings by Kleinert
Buildinrdata- Engineering, Inc. Job #01015 dated 04/16/2001 and Structural Mapping by
Structural one for Allpro Consutling Group, Inc. Job # 17-5204 dated
09/05/2017.)
Loadinrdata- (Loading data from steeple is as per steeple design by Campbellsville
Industries Inc. Dwg # 12567B dated 6/4/2018). Antenna weight adjusted
as per new equipment from Kira Bauman from C.A. Bass dated 7/13/2018
Height of roof Hf := 70 ft Building exposure = "B"
INPUT WIND
LOAD PARAMETERS
Velocity Pressure and Design Wind Load as per ASCE 7-05, Exposure "B"
Kz := 0.89
Velocity Pressure Exposure Coefficient defined in Table 6-3
Kzt := 1
Topographic Factor defined in Figure 64
Kd = 0.85
Wind Directionality Factor defined in Table 64
V:= 90
Basic Wind Speed for Buildings
G:= 0.85
Gust -Effect Factor
Cf := 1.3
net Pressure Coefficient from Figure 6-22
1:= 1.15
Importance Factor
Wind loads:
qz:= 0.00256Kz.Kzt.Kd V2bpsf
PROPSOED WORKINGPLATFORM CHECK
Platform Size Ltlt := 10 -ft x Wplt := 10$ Wtplat := 1500 Ib
-Loading on Equipment -
Live Load on Platform: LLplat := 40-psf
Wind Load on outside Stud Wall:
Height of Wall: Hwa11:= 13.375 ft Weight of Wall: W,,11:= 12.166 ft
Total Wind Load on stud wall: Twindwuu qz Kiuu' Wwa = 2935.441b
Total Wind Load on Top: WbTwutdwatl = 120.64 if
n'— 2 W P
wsa
T�d
Total Wind Load on Bottom: Wtop 2-16 ._ 2-16- ft t = 91.73 PIf
qz= 18.04.psf
' ALLPRO CONSULTING GROUP, INC 2
Existine W12x14I-Beam Corner: -
Live Load on Slab: LLr:= 20psf
Dead Load (Water Profing): DLf:= lopsf
Slab Dead Load: Dl, := 110pcf 4 -in = 36.67 psf
Span: Span:= 12.166ft Span2:= 1.08ft Span3 := 2.927ft
Span2 + Span3
Space := = 2 2 f
Live Load on Beam: LLw12x14 := LL Space= 40.07-plf
Dead Load: DI w12114:— DL, -Space = 20.04 plf
Slab Dead Load: DL,,,12x14 := DL; Space = 73.46 plf
Existine W12x14I-Beam Center: -
Live Load on Slab: LLr:= 20psf
Dead Load (Water Profing): DI, := 10psf
Slab Dead Load: DLs: 110pcf-4 in = 36.67 psf
Span: Span:= 12.166ft Span2 := 2.927ft Span3 = 4.146ft
Span2 + Span3
Spaces :_ = 2 3.54 ft
Live Load on Beam:
LLw12x14c =
LL Spacec =
70.73 plf
Dead Load:
DL,,,12x14c :=
DLe Spacec
= 35.37 plf
Slab Dead Load:
DL,,,121141 :=
DLs Spacec
= 129.67 plf
Dead Load from Stud walls: -
Wall Dead Load: DL, := 10-psf
Span: Space:— 13.375ft
Wall Dead Load: DL,,U := DLs Space = 133.75 plf
18-2345 North Dooley Structural Analysis.x d Page 2
ALLPRO CONSULTING GROUP, INC
Load Calculation for Steeple Platform Base: -
Existing W21x62 I -Beam Corner: -
Live Load on Slab:
Slab Dead Load:
Span: Span := 12ft
Span2 + Span3
Space := = 4 ft
2
Live Load on Beam:
Slab Dead Load:
Ll -i:= 20psf
DLS:= 110pcf .4 -in = 36.67-psf
Span2:= 4ft Span3 := 4ft
LLwl2xl4 LI, -Space= 80-plf
DLw12x14 : DLs Space= 146.67-plf
Existing W14x22 & W14x26I-Beam Center: -
Live Load on Slab: L4:= 20psf
Slab Dead Load: DL, := 110pcf 4 -in = 36.67 psf
Span: Span := 12ft Span2: 4ft Span3 := 8ft
Span2 + Span3
Space:= = 2 6 f
Live Load on Beam:
Slab Dead Load:
Existing W14x26I-Beam Center: -
Live Load on Slab:
Slab Dead Load:
Span: Span := 12ft
Span2 + Span3
Space:_ = 8ft
2
Live Load on Beam:
Slab Dead Load:
LLµUx14:= LL, -Space = 120-plf
DL�v12i14 := DLs Space = 220-plf
LLT:= 20psf
DL, := 110pcf •4 -in = 36.67 psf
Span2:= 8ft Span3:= 8ft
LLw12xl4 LL, -Space = 160-plf
DL,,,12,c14 := DL. -Space = 293.33 pif
18-2345 North Dooley Structural A atlysis.xmcd Page 3
3
Existine WI 4x26 I -Beam Center: -
Live Load on Slab:
Slab Dead Load:
Span: Span:= 12ft
Span2 + Span
Space:= = 6ft
2
Live Load on Beam:
Stab Dead Load:
Existine W1 4x22 I -Beam Center: -
Live Load on Slab:
Slab Dead Load:
Span: Span:= 12ft
Span2 + Span;
Space = = 6ft
2
Live Load on Beam:
Slab Dead Load:
Existine W21x62 I -Beam Corner: -
Live Load on Slab:
Slab Dead Load:
Span:= 12ft
Span2 + Span3
Space := = 6ft
2
Live Load on Beam:
Slab Dead Load:
18-2345 North Dooley Structural Amlysis.x d
ALLPRO CONSULTING GROUP, INC 4
LL := 20psf
DL, 110pcf 4.in= 36.67 psf
Span := 8ft Span3 := 4ft
LLw12x14 := LLe Space= 120-plf
DL,12x14 = DL; Space = 220-plf
LL,:= 20psf
DLS 110pcf 4 in = 36.67,psf
Span2 := 6ft Span3 := 6ft
LL«,12x14 LLr Space= 120. plf
DLwl2s14 DL,- Space = 220 plf
LL,:= 20psf
DL, := 1IOpcf.4 in= 36.67.psf
Span2 := 6ft Span3 := 6ft
LLW12.\14 LL, Space = 120 plf
DLW72i10. := DL. -Space = 220 plf
Page 4
ALLPRO CONSULTING GROUP, INC
Reaction from propsoed Steeple (Unfactored):
NOTE
Mo,,:= 107650ffilb
DE51GN LOADS
FOR STEEPLE:
STEEPLE DE5IGNED
FOR:
OVERTURNING
WIND MOMENT
w DEAD LOAD "
WEIGHT "
DEAD LOAD +
LIVE LOAD/LEG
MAX. COMP. FORCE/LEG
MAX. TENSION
FnRCE/I Er, _
MAX. HORIZ T
FORCE/LEG
^Snip from Campbellsville Industries Inc.
tmatural Calculation Job # 12567B dated
/4/2018
Overturning Wind Moment:
Mo,,:= 107650ffilb
Maximum Compressive force/leg: Ve := 71.13 Ib
Maximum Tension force/leg:
Vt := 566O1b
Maximum Horizontal force/leg:
H:= 858 lb
Dead Load "Weight":
D:— 5815-1b
Dead Load +Live Load/Leg:
LD— 1505.1b
Total Dead Load/leg: 131:— 8 = 726.88 lb
Total Live Load/leg: L1 := LD — DI = 778.12lb
90
M.P.H.
WIND
107,650
FT, LBS.
5,815
Lg5.
1,505
Lg5.
7,115
Lg5,
5, 660
LBS.
558
L55
�►
18-2345 North Dooley Structural Anal}} sis.xmcd Page 5
ALLPRO CONSULTING GROUP, INC
OD:= 7.33 -ft
a:= 3.036 ft
b:= 0.125 ft
Cl := 3.540 -ft
C2:= 1.393 ft
I,:= 4-C12 + 4-C22 = 57.89 ft2
Total distance from center to leg: dl := 2.073 ft
Compressive and Tension force on leg Aand B:
M C1
F, = D + max = 7309.93 Ib
8 Io
D Mm ,CCI
Ft := — — _ —5856.18 Ib
8 to
Compressive and Tension force on leg C and D:
D Moexdl
Fo := — + = 4581.87 lb
8 to
Mmax dl
Ft := D — — _ —3128.121b
8 Io
Snip from Campbellsville Industries Inc.
tructural Calculation Job # 12567B dated
/9/2018
18-2345 North Dooley Structural Analysis.xmcd Page 6
1.3
ALLPRO CONSULTING GROUP, INC 7
Reaction from proposed Working Platform
(As per Job #17-5902 dated 7/9/18,
Platform total Dead Load: Wtplat := 1880• lb Factored Reactions from Platform FEM Mode
Platform total Dead Load/Connection: Wt WtPlat = 470 lb
P atcon 4
Platform total Live Load: LLplat := 3600 lb
Platform total Live Load/Connection: LLptatocn := LLpyat -9001b
4
Factored Reactions from Platform FEM Mod 1
Passing FEM Model of Church Structure:
0.434
0.2050:0863
da 04240:0300.71 0.111
031 0'129 0.131
0.117
0.162
0.162
From FEM Output:
Max Member Stress ratio:: Maas := 0.900
6.n$�
0 U�4 5
0 O. .L2 _
OAA5 x.348
3 5 0 .756
y) 4.2740238
0.4380.80E.W
o,000 3 0.219
0.522 0.65
0.703 0.@6117 3 0.213
0.85 0,345 OA 0.176 0.261
m 0.377 RA0.52310 *1 0. "S'190-1190917
2u oug
0=W1 OJM3
0.5812
183
OA��33 �11�2 0.932 OA49.3438.178
0.0422 0.184 py( 0.557
0.35�0.5� 8 0.7419 044441477348
0.533 1 0.373
0.603 8. 0.241(1.333 0.0405
0.501 0.345
0.139
0.249 0.Id-259 0.178
0.533 0.601
0.513 6.632 0.349 0.0789
0.122 0.564 0.396 0.10P291
0.328
0'467 0.5172 0.301 06b 363
0.033
OA44
0.391 OA98
0.372 OA61
06
< 1.0 OK!
Max. Deflection: A.,:= 0.792in
CONCLUSIONS AND RECOMMENDATIONS
Existing church steel structure below proposed Church steeple is capable of supporting loading induced from church steeple and
is in code compliance.
18-2345 North Dooley Structural Arwlysis.xracd Page 7
Job No Sheet No Rev
18-2354 1 1
' Software licensed to Part
Job Tine North Dooley Structural Analysis Ref
sY Da1a08-02-18 Chd
client Verizon Pile North Dooley Steeple Stn oatemme 01 -Aug -2018 17:09
Job Information
Engineer
Checked
Approved
Nance:
1
SELF WEIGHT
Date: 08-02-18
2
LIVE LOAD
Project ID
Project Name
Structure Type I SPACE FRAME
Number of Nodes 125 Highest Node 141
Number of Elements 208 Highest Beam 241
Number of Basic Load Cases 7
Number of Combination Load Cases 5
Included in this printout are data for.
All The Whole Structure
InNuded in fhls nrintnut aro results fnr /n,l casae
Type
LIC
Name
Primary
1
SELF WEIGHT
Primary
2
LIVE LOAD
Primary
3
STEEPLE + STUD WALL WIND LOAD
Primary
4
STEEPLE DEAD LOAD
Primary
11
STEEPLE LIVE LOAD
Primary
5
WORKING PLATFORM DEAD LOAD
Primary
10
WORKING PLATFORM LIVE LOAD
Combination
6
1.4 DL
Combination
7
1.2 DL+ 1.6 LL
Combination
8
1.2 DL + 1.6 WL Z + 1.0 LL
Combination
9
0.9 DL+ 1.6 WLZ
Combination
12
SERVICE WIND SPEED
Section Properties
Prop
Section
Area
(in)
1w
(in)
In
(in)
J
(in)
Material
1
HSST4X4X0.25
3.370
7.800
7.800
12.455
STEEL
2
W12X14
4.160
2.360
88.600
0.061
STEEL
3
W12X19
5.570
3.760
130.000
0.166
STEEL
4
W12X22
6.480
4.660
156.000
0.276
STEEL
5
W8X10
2.960
2.090
30.800
0.035
STEEL
6
C12X20
6.080
3.860
129.000
0.332
STEEL
7
L30304 LD
2.880
4.532
2.488
0.060
STEEL
9
H88T6X6X0.26
6.210
26.600
29.600
44.600
6TEEL
Print Tim mate: 07/0&201817: 32
STAAD.Pro V8i (SELECTseries 6) 20.07.11.82
1 of 13
Punt l lnle/Da$: UIIMZMU 1132 STAAD.Pro V8i (SELECTsedes 6) 20.07.11.82 Pnnt Run 2 of 13
�MA Sofhrrare licensed to
Job Nle North Dooley Structural Analysis
Client Verizon
Combination Load Cases Cont...
Job No Sheet No Rev
18-2354 3
Part
Ref
By DW`08-02-18 Chd
File North Dooley Steeple Stn Da"unnee 01 -Aug -2018 17:09
Comb.
Combination LIC Name
Primary
Primary LIC Name
Factor
(Act./Allow.)
3
STEEPLE + STUD WALL WIND LOAD
0.44
Utilization Ratio
Print Time/Date: 0117&201817: 32 STAAD.Pro V81 (SELECTseries 6) 20.07.11.82 Prior Run 3 o 13
Property
I Property
Ratio
Ratio
(Act./Allow.)
I
(int)
(in4)
(in 4)
m4
3
HSST4X4XO
HSST4X4XO
0.602
1.000
0.602
HSS FLEX+A
8
3.370 1
7.800
7.800 1
12.80(
4
HSST4X4XO
HSST4X4XO
0.533
1.000
0.533
HSS T+SH+F
8 r
3.370T
7.800
7.800
12.80(
5
HSST4X4XO
HSST4X4XO
0.139
1.000
0.139
HSS T+SH+F
9
3.370 1
7.800
7.800 1
12.80(
6
HSST4X4XO
HSST4X4XO
0.132
1.000
0.132
HSS T+SH+F
9
3.370
7.800
7.800 1
12.80(
7
W12X14
W12X14
0.370
1.000
0.370
LRFD-H1-1&
8 1
4.160 1
88.600
2.360 1
0.07(
8
W12X14
W12X14
0.178
1.000
0.178
LRFD-H1-1B-
91
4.160 1
88.600
2.360 1
0.07(
9
W12X19
W12X19
0.389
1.000
0.389
LRFD-HI-1B-
8
5.570
130.000
3.760 1
0.18(
10
W12X19
W12X19
0.385
1.000
0.385
LRFD-Ht-1B-
8
5.570
130.000
3.760
0.18(
11
W12X14
W12X14
0.530
1.000
0.530
LRFD-H1-1&
8
4.1601
88.600
2.360
0.07(
12
W12X14
W12X14
0.366
1.000
0.366
LRFD-HI-1B-
88.600
2.360
0.07r
13
W12X14
W12X14
0.091
1.000
0.091
LRFD-H7-1B-
_8_L_4.1601
9 r
4.160T
88.600
2.360
01
14
W12X14
W12X14
0.176
1.000
0.176
LRFD-Ht-1B-
9
4.160
88.600
2.360
0.07C
20
W12X19
W12X19
0.358
1.000
0.358
LRFD-HI-1B-
9
5.570
130.000
3.760
0.16C
21
W12XI9
W12X19
0.356
1.000
0.356 1
LRFD-HI-1B-
9
5.570
130.000
3.760
0.18C
22
W12X22
W12X22
0.318
1.000
0.318
LRFD-H1-1&
9
6.480
156.000
4.660 1
0.293
23
W12X22
W12X22
0.383
1.000
0.383
LRFD-H7-1&
9
6.480
156.000
4.660
0.293
24
W72X22
W12X22
0.440
1.000
0.440
LRFD-H1-16-
9
6.480
156.000
4.660
0.293
27
W8X10
W8X10
0.190
1.000
0.190
LRFD-Ht-1B-
91
2.9601
30.800
2.090
0.043
28
W8X70
W8X10
0.186
1.000
0.186
LRFD-HI-1B-
9
2.960
30.800
2.090
0.043
29
W12X19
W12X19
0.373
1.000
0.373
LRFD-H7-1B-
81
5.570 1
130.000
3.760
0.180
30
W12X19
W12X19
0.377
1.000
0.377
LRFD-H1-1&
8
5.570
130.000
3.760
0.180
31
W12X22
W1 2)(22
0.438
1.000
0.438
LRFD-Ht-18-
8
6.480
156.000
4.660
0.293
32
W12X22
W12X22
0.422
1.000
0.422
LRFD-HI-1B-
8
6.480
156.000
4.660
0.293
33
W12X22
W12X22
0.812
1.000
0.812
LRFD-H1-18-
8
6.480
156.000
4.660 1
0.293
34
W8X10
W8X10
0.395
1.000
0.395
LRFD-1-11-1B-8
2.960
30.800
2.090
0.0 43
35
W8X10
W8X10
0.397
1.000
0.397
LRFD-HI-1 B-
EIT
2.9601
30.800
2.090
0.043
36
C12X20
C12X20
0.274
1.000
0.274
LRFD-HI-1&
86.080
129.000
3.860
0.345
37
W12X19
W12X19
0.184
1.000
0.184
LRFD-Ht-1B-
8
5.570
130.000
3.760
0.180
38
W12X19
W12X19
0.185
1.000
0.185
LRFD-Ht-1B-
8
5.570
130.000
3.760
0.180
39
C12X20
C12X20
0.538
1.000
0.538
LRFD-H1-18-
8
6.080
129.000
3.860
0.345
40
C12X20
C12X20
0.578
1.000
0.578 1
LRFD-HI-1B-
8
6.080
129.000
3.860
0.345
41
W8X10
W8X10
0.427
1.000
0.427
LRFD-HI-1B-
8
2.960
30.800
2.090
0.043
42
W8X10
W8X10
0.426 1
1.000
0.426
LRFD-Ht-1B-
8
2.960
30.800
2.090
0.043
43
W12X19
W12X19
0.348
1.000
0.348
LRFD-Ht-1B-
9
5.570
130.000
3.760
0.180
44
L30304 LD
L30304 LD
0.349
1.000
0.349
COMPRESSII
8
2.880
2.488
4.525
0.060
45
L30304 LD
L30304 LD
0.178
1.000
0.178
COMPRESSII
7
2.8801
2.488
4.525
O.r
46
W12X19W12X19
0.345
1.000
0.345
LRFD-HI-1B-
9
5.5701
130.000
3.760
0.1.
47
L30304 LD
L30304 LD
0.352
1 000
0 352
COMPRFssll
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Print Time/Date: 0117&201817: 32 STAAD.Pro V81 (SELECTseries 6) 20.07.11.82 Prior Run 3 o 13
Software licensed to
Job No
18-2354
Street No 4
Rev
Part
Job TWO North
Dooley Structural Analysis
Ref
By Cou08-02-18 Cna
Client Verizon
He
North Dooley Steeple Strt
oau"rme
01 -Aug -2018 17:09
Utilization Ratio Cont...
Beam
Analysis
Property
Design
Property
Actual Allowabl
Ratio Ratio
Ratio
(Act./Allow.)
Clause
L/C
Ax
(in)
Iz
(in4)
ly
(in4)(in
Ix
4)
48
L30304 LD
L30304 LD
0,184
1.000
0.184
COMPRESSl1
7
2.880 2.488
4.525
0.060
49
W12X14
W12X14
0.530
1.000
0.530
LRFD-Ht-1B-
8
4.160 88.600
2.360
0,070
50
W12X14
W12X14
0.092
1.000
0.092
LRFD-HI-1B-
9
4.160 88.600
2.360
0.070
51
L30304 LD
L30304 LD
0.603
1.000
0.603
COMPRESSh
8
2.880 2.488
4.525
0.060
52
L30304 LD
L30304 LD
0.607
1.000
0.607
COMPRESSh
8
2.880 2.488
4.525
0.060
53
L30304 LD
I L30304 LD
0.041
1.000
0.041
COMPRESSIi
9
2.880 2.488
4.525
0.060
54
L30304 LD
L30304 LD
0.041
1.000
0.041
COMPRESSIi
9
2.880 2.488
4.525
0.060
55
W12XI9
W12X19
0.257
1.000
1 0.257
LRFD-H1-18-
9
5.570 130.000
3.760
0.180
56
W12X19
W112X19
0.253
1.000
0.253
LRFD-1-11-16-
9
5.570 130.000
3.760
0.180
57
WWI)
W8X10
0.182
1.000
0.182
LRFD-HI-1B-
9
2.960T 30.800
2.090
0.043
58
W8X10
W8X10
0.183
1.000
0.183
LRFD-HI-1B-
9
2.960 30.800
2.090
0.043
59
C12X20
C12X20
0.222
1.000
0.222
LRFD-H7-1B-
9
6.080 129.000
3.860
0.345
60
C12X20
C12X20
0.210
1.000
0.210
LRFD-Hi-1B-
9
6.080 129.000
3.860
0.345
61
C12X20
C12X20
0.342
1.000
0.342
LRFD-Ht-IB-
9
6.080 129.000
3.860
0.345
62
W12X14
W12X14
0.367
1.000
0.367
LRFD-HI-1B-
8
4.160 88.600
2.360
0.070
63
W12X22
W12X22
0.316
1.000
0.316
LRFD-HI-1B-
9
6.480 156.000
4.660
0.293
64
W12X22
W12X22
0.434
1.000
0.434 1
LRFD-H1-16-
8 1
6.480 156.000
4.660
02'
65
012X20
C12X20
0,273
1.000
0.273
LRFD-HI-1B-
8
6.080 129.000
3.860
0.3-
66
C12X20
C12X20
0.220
1.000
0.220
LRFD-H1-1B-
9
6.080 129.000
3.860
67
C12X20
C12X20
0.900
1.000
0.900
LRFD-HI-1B-
8
6.080 129.000
3.860
A314
68
C12X20
C12X20
0.439
1.000
0.439
LRFD-H1-16-
9
6.080 129.000
3.860
tont umeniate: ullm2 m 7162 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Pmd Run 4 of 13
Software lzensed to
Job No
18-2354
Sheet No
5
Rev
Part
Job Ttle North
Dooley Structural Analysis
Ref
By Date08-02-18 Chd
Client Verizon
He
North
Dooley Steeple
StrL
DateTme
01 -Aug -2018 17:09
Utilization Ratio Cont...
Beam
Analysis
Property
Design
Property
Actual Allowabl
Ratio Ratio
Ratio
(Act./Allow.)
Clause
UC
Ax
(int)
Iz
(in4)
ly
(in4)(in
Ix
4)
95
HSST4X4X0
HSST4X4X0
0.261
1.000
0.261
HSS T+SH+F
7
3.370
7.800
7.800
12.800
96
HSST4X4X0
HSST4X4X0
0.263
1.000
0.263
HSS T+SH+F
7
3.370
7.800
7.800
12.800
97
W12X14
W12X14
0.438
1.000
0.438
LRFD-HI-1B-
8
4.160
88.600
2.360
0.070
98
W12X14
W12X14
0.256
1.000
0.256
LRFD-H1-1&
9
4.160
88.600
2.360
0.070
101
L30304 LD
L30304 LD
0.703
1.000
0.703
COMPRESS[(
8
2.880
2.488
4.525
0.060
102
L30304 LD I
L30304 LD
0.711
1.000
0.711
COMPRESS[[
8
2.880
2.488
4.525
0.060
103
L30304 LD
L30304 LD
0.219
1.000
0.219
COMPRESS[[
7
2.880
2.488
4.525
0.060
104
L30304 LD
L30304 LD
0.213
1.000
0.213
COMPRESSh
7
2.880
2.488
4.525
0.060
1107
L30304
L30304
0.3312
1.000
0.312
LRFD-Ht-1 if
9
1.440
0.493
1.996
0.030
108
L30304
L30304
0.852
1.000
0.852
LRFD-HI-1A-
8
1.440
0.493
1.996
0.030
109
L30304
L30304
0.850
1.000
0.850
LRFD-HI-1A-
8
1.440
0.493
1.996
0.030
110
L30304
L30304
0.280
1.000
0.280
LRFD-HI-1B-
9
1.440
0.493
1.996
0.030
111
W12X14
W12X14
0.330
1.000
0.330
LRFD-Ht-1&
8
4.160
88.600
2.360
0.070
112
W12X14
W12X14
0.186
1.000
0.186
LRFD-H1-1&
9
4.160
88.600
2.360
0.070
117
W8X10
W8X10
0.295
1.000
0.295
LRFD-H1-1B-
8
2.960
30.800
2.090
0.043
118
WSX10
W8X10
0.267
1.000
0.267
LRFD-HI-16-
2212
30.800
2.090
0.043
119
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W12X14
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0.330
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88.600
2.360
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Jobt1
18-2354
Sheet Pb
6
Rev
Part
Job Tice North
Dooley Structural Analysis
Ref
BY Date08-02-18 CM
Client Verizon
File North Dooley Steeple Shl.
Datemme 01-Aug-2018 17:09
Utilization Ratio Cont...
Beam
Analysis
Property
Design
Property
Actual Allowatil
Ratio Ratio
Ratio
(Act.lAllow.)
Clause
UC
Ax
(int)
Iz
(in 4)
ly
Cin 4)
Ix
(in °)
156
HSST6X6XO
HSST6X6XO
0.183
1.000
0.183
HSS T+SH+F
7
5.240 28.600
28.600
45.600
157
HSST6X6XO
HSST6X6XO
0.103
1.000
0.103
HSS T+SH+F
9
5.240 28.600
28.600
45.600
158
HSST6X6XO
HSST6X6XO
0.266
1.000
0.266
HSS T+SH+F
8
5.240 28.600
28.600
45.600
159
HSST6X6XO
HSST6X6XO
0.428
1.000
0.428
HSS T+SH+F
8
5.240 28.600
28.600
45.600
160
HSST6X6XO
HSST6X6XO
0.427
1.000
0.427
HSS T+SH+F
8
5.240 28.600
28.600
45.600
161
WSX28
I W8X28
0.109
1.000
0.109
LRFD-H1-1 B-
8
8.250 98.000
21.700
0.537
162
W8X28
W8X28
0.103
1.000
0.103
LRFD-HI-1B-
8
8.250 98.000
21.700
0.537
163
W8X28
W8X28
0.111
1.000
0.111
LRFD-HI-1B-
8
8.250 98.000
21.700
0.537
164
W8X28
W8X28
0.087
1.000
0.087
LRFD-HI-1 B-
8
8.250 98.000
21.700
0.537
165
W8X28
W8X28
0.120
1.000
0.120
LRFD-H1-1&
8
8.250 98.000
21.700
0.537
166
W8X28
W8X28
0.036
1.000
0.036
LRFD-HI-1B-
9
8.250 98.000
21.700
0.537
167
W8X28
W8X28
0.086
1.000
0.086
LRFD-HI-1B-
8
8.250 98.000
21.700
0.537
168
WBX28
W8X28
0.119
1.000
0.119
LRFD-Ht-1B-
8
8.250 98.000
21.700
0.537
169
W8X28
W8X28
0.036
1.000
10.036
LRFD-H1-16-
9
8.250 98.000
21.700
0.537
170
W8X28
W8X28
0.065
1.000
0.065
LRFD-HI-1B-
7
8.250 98.000
21.700
0.537
171
W8X28
W8X28
0.050
1.000
0.050
LRFD-Ht-1&
7
8.250 98.000
21.700
0.537
172
W8X28
W8X28
0.065
1.000
0.065
LRFD-HI-1B-
7
8.250 98.000
21.700
OS"
173
W8X28
WSX28
0.102
1.000
0.102
LRFD-HI-1B-
8
8.250 98.000
21.700
0.5,
174
W8X28
W8X28
0.118
1.000
0.118
LRFD-HI-1B-
8
8.250 98.000
21.700
0.537
175
W8X28
W8X28
0.118
1.000
0.118
LRFD-Ht-1B-
8
8.250 98.000
21.700
0.537
176
W8X28
W8X28
0.052
1.000
0.052
LRFD-Hl-1B-
7
8.250 98.000
21.700
0.537
177
W8X28
W8X28
0.025
1.000
0.025
LRFD-HI-1B-[7
7
8.250 98.000
21.700
0.537
178
W8X28
W8X28
0.083
1.000
0.083
LRFD-H1-1B-
8
8.250 98.000
21.700
0.537
" 6 IAAD.Pro V8i (SELECTserles 6) 20.07.11.62 Print Run 6 of 13
�a,:../ sofh re licensed to
Job Title North Dooley Structural Analysis
UWnt Verizon
Utilization Ratio Cont...
Job NoStreet No Rev
18-2354 7
Part
Ret
By Datc08-02-18
"'0 North Dooley Steeple Stnl Daterrme 01 -Aug -2018 17:09
Beam
Analysis
Property
Design
Property
Actual Allowabl
Ratio Ratio
Ratio
(AGUAIIow.)
Clause
UC
Ax
(int)
Iz
(in4)
ly
(in 4)
Ix
n4
C )
203
W18X35
W18X35
0.162
1.000
0.162
LRFD-HI-1B-
8
10.300
510.000
15.300
0.506
204
W14X22
W14X22
0.467
1.000
0.467
LRFD-HI-1B-
8
6.490
199.000
7.000
0208
205
W14X26
W14X26
0.396
1.000
0.396
LRFD-Hi-I&
8
7.690
245.000
8.910
0.358
206
W21 X62
W21X62
0.498
1.000
0.498
LRFD-Hi-18-
8
18.300
1.33E+3
57.500
1.830
207
W21X62
W21X62
0.502
1.000
0.502
LRFD-Ht-1B-
8
18.300
1.33E+3
57.500
1.830
208
W14X26
W14X26
0.328
1.000
0.328
LRFD-HI-1B-
9
7.690
245.000
8.910
0.358
209
W21X62
W21X62
0.033
1.000
0.033
LRFD-Hi-18
9
18.300
1.33E+3
57.500
1.830
210
W21X62
W21X62
0.029
1.000
1 0.029
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9
18.300
1.33E+3
57.500
1.830
<<^11
W14X26
W14X26
0.079
1.000
0.079
LRFD-HI-IB-
9
7.690
245.000
8.910
0.358
212
W21 X62
W21X62
0.267
1.000
0.267
LRFD-Ht-1B-
8
18.300
1.33E+3
57.500
1.830
213
W21X62
W2IX62
0.108
1.000
0.108
LRFD-Hi-1&
7
18.300
1.33E+3
57.500
1.830
214
W21X62
W21X62
0.245
1.000
0.245
LRFD-Hi-1 B-
8
18.300
1.33E+3
57.500
1.830
215
W21X62
W21 X62
0.108
1.000
0.108
LRFD-H7-1B-
7
18.300
1.33E+3
57.500
1.830
216
W14X26
W14X26
0.249
1.000
0.249
LRFD-Hi-1B-
7
7.690
245.000
8.910
0.358
217
W14X26
W14X26
0.345
1.000
0.345
LRFD-Hi-1B-
9
7.690
245.000
8.910
0.358
218
W21X62
W21 X62
0.504
1.000
0.504
LRFD-Ht-16-
8
18.300
1.33E+3
57.500
1.830
219
W21X62
W21X62
0.534
1.000
0.534
LRFD-HI-1B-
8
18.300
1.33E+3
57.500
1S
220
W18X35
W1 8X35
0.310
1.000
0.310
LRFD-H1-1&
8
10.300
510.000
15.300
0.5,
221
W21X62
W21X62
0.518 1
1.000
0.518
LRFD-Hi-IB-
8
18.300
1.33E+3
57.500
1.830
222
W14X22
W14X22
0.117 1
1.000
0.117
LRFD-Hi-1B-
8 1
6.490
199.000
7.000
0.208
223
W21X62
W21 X62
0.205
1.000
0.205
LRFD-Ht-1B-
8
18.300
1.33E+3
57.500
1.830
224
W14X22
W14X22
0.131
1.000
0.131
LRFD-HI-1B-
8
6.490
199.000
7.000
0.208
225
W21X62
W21X62
0.434
1.000
0.434
LRFD-HI-IB-
8
18.300
1.33E+3
57.500
1.830
226
W14X22
W14X22
0.122
1.000
0.122
LRFD-HI-i B-
8
6.490
199.000
7.000
0.208
227
W10X12
W10X12
0.129
1.000
0.129
LRFD-Hi-1B-
8
3.540
53.800
2.180
0.055
228
W10X12
W10X12
0.111
1.000
0.111
LRFD-Ht-1B-
93.540
53.800
2.180
0.055
229
W10X12
W10X12
0.081
1.000
0.081
LRFD-Hi-i&
8
3.540
53.800
2.180
0.055
230
W10XI2
W10X12
0.086 1
1.000
0.086
LRFD-Hi-1B-
9
3.540
53.800
2.180
0.055
231
W12X14
W12X14
0.110
1.000
0.110
LRFD-H7-1B-
9 1
4.1601
8.600
2.360
0.070
234
W12X14
W12X14
0.467
1.000
0.467
LRFD-HI-1B-
8
4.160
88.600
2.360
0.070
235
W12X14
W12X14
0.390
1.000
0.390
LRFD-H1-1&
8
4.160
88.600
2.360
0.070
236
W12X14
W12XI4
0.275
1.000
0.275
LRFD-Hi-1B-
8
4.160
88.600
2.360
0.070
239
W12X14
W12X14
0.463
1.000
0.463
LRFD-Hi-1 B-
8
4.160
88.600
2.360
0.070
240
W12X14
W72X14
0.388
1.000
0.388
LRFD-Ht-1 B-
8
4.160
88.600
2.360
0.070
241
W12X14
W12X14
0.271
1.000
0.271
LRFD-H1-1&
8
4.160
88.600
2.360
0.070
Print Time(Date: 01/0&201817:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.82 Pn R Run 7 of
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BY Dam08-02-18 Chd
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F118 North Dooley Steeple Stn.
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Job rhe North Dooley Structural Analysis
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Fla North Dooley Steeple Stn
Da°emme 01-Aug-2018 17:09
Node Displacement Summary
Node LIC X
(in)
MaxX 118 12:SERVICEN 0.000
Y
(in)
0.000
Z
(in)
0.000
Resultant
(in)
0.000
rX
(rad)
0.000
rY
(rad)
0.000
rZ
(rad)
0.000
Min
106
12:SERVICE V)
-0.736
-0.079
-0.011
0.740
-0.000
-0.000
0.003
Maxx
122
12:SERVICE0
-0.024
0.046
-0.000
0.051
-0.000
0.000
0.003
Mint 24 12:SERVICE IP -0.278 -0.347 -0.004 0.444 0.001 0.000
-0.008
MaxZ
114
12:SERVICE V)
-0.466
-0.173
0.008
0.497
-0.000
0.000
0.002
Mint
113
12:SERVICE VI
-0.465
-0.168
-0.025
0.495
0.000
-0.001
0.002
Max rX
119
12:SERVICE VA
-0.000
-0.086
0.003
0.086
0.003
-0.000
0.000
Min rX
21
12:SERVICE V)
-0.262
-0.209
-0.003
0.335
-0.003
0.000
0.001
Max rY
53
12:SERVICE VU
-0.272
-0.027
-0.004
0.273
-0.000
0.001
0.002
Min rY
113
12:SERVICEN
-0.465
-0.168
-0.025
0.495
0.000
-0.001
0.002
0.792
-0.000
Max rZ
729
12:SERVICE N
-0.024
-0.028
-0.000
0.037
0.000
-0.000
0.003
Min rZ
23
12:SERVICE to
-0.277
-0.344
-0.003
0.442
-0.001
-0.000
-0.008
Max Rat
101
12:SERVICE V)
I ..^1 --- I � �� j tiwu.Nro V8i (Stlt(;
-0.732
-0.302
-0.010
0.792
-0.000
0.000
0.002
(series 6) 20.07.11.82 Paid Run 1 of 1
FIN15H NOTE
ALL CLADDING TO BE .032 AL.
W/ A "COLONIAL WHITE" KYNAR
500 BAKED -ON FINISH.
NOTE
ALL ARCH. TO BE 2 x 2 x 1/8" AL. L'S
"UNLESS NOTED OTHERWISE
FINISH NOTE
CF055 & BALL TO BE ETCHED, PRIMED, & PAINTED
W/ A "COLONIAL WHITE" SHOP APPLIED FINISH,
NOTE
ALL 5TR. AL. 6061-T6 AL. ALLOY
ALL GTR. RIVETS 5/16" DIA. 6061-T6
ALLOY COLD DRIVEN W/ V MIN. SPACING.
10" AL. AIR TERMINAL
I
r
2'-44'
B SECT101
2 5CAL
DIM. VARIES 0 E
rZAN1L1•J_lJ
NORTH DOOLEY
422 CHURCH STREET
GRAPEVINE, TX. 75051
TARRANT COUNTY
VZW SITE ID # 309020
FUZE PROJECT ID # 2466833
NEW TELECOMMUNICATION SITE
VERIZON WIRELESS
600 HIDDEN RIDGE
IRVING, TEXAS 75038
PHONE: (817) 961-2572
.. PEW
ns are marked AS APP?
WSPEMON /APPR(
a{Htity Shall be V1 accord
Kntnnr tnlltaft bel0Ylti ROYAL by City Inspector is
Call befem iw di"ance with ac Sect. 1
� ity I ispector has authority to rT
IOTHER UTILITIES NOT INCLUDED IN
DIGGERS HOTLINE AND LOCAL UTILITY rnaft on approved Plans in E
DISTRICTS AND COMPANIES SHALL ALSOll �-e SumeSsim, AHtrm AAodifiC
SE NOTIFIED PRIOR TO EXCAVATION j'-410.4424 for Plan Review
BUILDING CODES;
CD REVIE �-
eri�d ANY Ctwxjes, Oevk
CITY -OF GRAPEVINE JURISDICTION:
IBC 2006 AND NEC 2005 TO BE
NOTE TO REVIEVyER:
ANY PLAN ILE6'�R(A ping, Floor %nS,
FOLLOWED AS A MINIMUM STANDARD
5{�%''f�gp`E
1AND1SHrdULiY'NW*%be Prlesenteci
ACGI # 18-2354, DATED 08/03/18. THE
merging of two or rwre sL
-
electrical service t0 be Cor -4-', _.
I it
Tyiyvei of pen fees rm
SCOPE OF WORK: ,,. �.. i,. �,.,, s........, r.,._�.....:
INSTALL (N) OUTDOOR EOUIPMENT ON ROOFTOP, (N) S'Mft `ALL,'t6) (H) ANTE144AS �r
AT 75'-6 1/2" AGL. INSIDE NEW STEEP URCH STE (REFERENCE
CAMP13ELLSMLLE INDUSTRIES INC- SH NGS JOB# 125 DATEDWY13/1 ufffl
DATED 06/04/18)
m
STRUCTURAL ANALYSIS SHOULD
CONSTRUCTION TYPE: 2B (214) 675-3472
STRUCTURAL REVIEW NOTE:
PROJECT S
AN ANALYSIS OF THE STEEPLE OR
STRUCTURE HAS BEEN PERFORMED BY
REAL ESTATE:
ALLPRO CONSULTING GROUP, INC. WITH mm
LOCATION MAP Googl ps ,7ad5 Goo le
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ACGI # 18-2354, DATED 08/03/18. THE
RF:
ANTENNAS SHOWN ON THIS PLAN ARE
?
FOR REFERENCE ONLY AND THE HEIGHT,
OCCUPANCY: COMMERICAL GRAPEVINE, TX. 76051
LOCATION, AND MOUNTING SHOWN IN THE
CONSTRUCTION:
STRUCTURAL ANALYSIS SHOULD
CONSTRUCTION TYPE: 2B (214) 675-3472
SUPERSEDE THESE DRAWINGS.
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CITY: GRAPEVINE STREET
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OCCUPANCY: COMMERICAL GRAPEVINE, TX. 76051
KIRA BAUMAN
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CONSTRUCTION TYPE: 2B (214) 675-3472
(817) 821-5545
�x 422 CHURCH STREET
b: "&vA FM GRAPEVINE. TX. 75051 1
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l
SHEET NOA DESCRIPTION
T
DRAWING INDEX
SHEET NO DESCRIPTION
CHURCH STEEPLE
-S (REFERENCE CAMPBELLSVILLE
U V) INDUSTRIES INC. SHOP DRAWINGS
JOB# 12567B DATED 12/13/17
REV. DATED 06/04/18)
�j q WORKING PLATFORM
1;r'Or% 4I (REFER TO STRUCTURAL
Z 3 DESIGN BY ALLPRO
(7 CONSULTING GROUP ACGI#
TION DETAILS 17-5902 DATED 07/09/18)
DETAILS
'06.4. Z W 10'X16' ELEVATED PLATFORM
`m WITH SCREEN WALL DESIGN
SITE PLAN (REFER TO STRUCTURAL
DESIGN BY ALLPRO
IQT�E Wa— CONSULTING GROUP ACGI#
Fes)2 1-- 17-5721 DATED 11/10/17)
i 6MILS
U SCREEN WALL
J (REFERENCE STEALTH
W JOB# VZ17-01323H-OORO)
DING DETAILS DATED 10/27/17
o ISSUED FOR FINAL
ISSUED FOR REVIEW
yNO. DATE DR REVISION
DATA: PO CO { P. NY TELEPHONE COMPANY
LATITUDE: 32' 56' 11,6292" N TBD.,TBD
LONGITUDE: 97' Oa' 51.4316" W tPENDING WALK) (PENDING UTILITY WALK)
ELEVATION: 636' AMSL
(OBTAINED FROM 1-A SURVEY
PREPARED BY WEBB SURVEYING
••
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SITE INFORMATION LANDLORD
COUNTY: TARRANTFIRST UNITED METHODIST CHURCH
"O-��BHURCH
SITE REP
PROJECT MANAGER
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LOCATION MAP Googl ps ,7ad5 Goo le
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CITY: GRAPEVINE STREET
CA BASS
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OCCUPANCY: COMMERICAL GRAPEVINE, TX. 76051
KIRA BAUMAN
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CONSTRUCTION TYPE: 2B (214) 675-3472
(817) 821-5545
••
OPERATIONS:
_
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PROFESSIONAL ENGINEER SURVEYOR
ALLPRO CONSULTING GROUP, INC WEBS SURVEYING, INC.
9221 LYNDON B. JOHNSON 3401 CUSTER ROAD
F{tEEWAY,+ STE 204 SUITE 139
DALLAS, TEXAS 75243 PLANO, TX. 75023
CONTACT: CHIYU ZHANG P.E.
PHONE: (972) 231-8893
LOCATION MAP Googl ps ,7ad5 Goo le
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STRUCTURAL ENGINEER
! �,rylRUlneE
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ALLPRO CONSULTING GROUP, INC.
9221 LYNDON B JOHNSON
FREEWAY 75243 PHONE: SUITE 9$7327-�23204,
k 9 T�F GRAPEVINE
y
E
WWW.AI1Pf�i11 CL1!#iSED FOR CONSTRUCTION
APPLICANT
VERIZONWIRELESS
600 HIDDEN RIDGE
IRVING. TEXAS 75038
PHONE: (817) 961-2572
Herdoga Park
('
422 CHURCH ST RE Q • -
' lako, 8 non : GRAPEVINE, TX. 75 -- Irr mow _
.t ia`k--.171' ., : ... Hdty _ . � _ L 1�l
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DATE
_Af_(2RM@p Rd Wo dote a$an71 ;{61J � �'EPJ. VOIGT
121` RlrpaTi - - +�? CNECKED Br: C. 2HANG AGCI NO. 18-1794
HUTS't "$ ICtfOr -.157r �v NORTH ti,, . tAl pa.M8s.42i3 I - 26 1 -- NORTH SHEET: T-1
( VZW SITE ID # 309020
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.� /g•J.i #i .21 is al ��' _ n ... A. s+..---,....._. IIA A. .'---,. .._ ._1
SITE PLAN SCALE: 1" = 30' 30 0 30 60 so
LOT 1 &ACK I
NOTE: IF DRAWING IS 11"X17' cRMEVNE Ib1151NG MOTOR
REFER TO GRAPHIC SCALE WL JSP.R t.C.T PG. .'13
Scale- i" 30'
/ r-------------------
IIIIIIIY EAffNENI EXISTING I
AOC. OSOORB9 91 4pp2B6 91 PGW10p�
/ / I
v m'O --Eh
UDUIY EASEMwT
DOC. 0200=27
LOT IRI BOCK I
FIRST VNDEO MMODISr CHURCH
OF GW NNE AGDIVON
DOC. D21 '2711970
0 RJ,G.].
I
DIRECTION DISTANCE
NMBER
iL
N 00'10'14' E
135.84'
L2
N 89'49'48' W
276.15'
L3
N 00127'09' W
23.67'
L4
N 89'32'51' E
10.00'
L5
S 0027'09' E
13.77'
L6
S 89'49'46" E
26826'
L7
S 0010'14' W
10.00'
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— __..._._.
24' ACCESS h CONC. WNE
00C. EASwENT I GONG: DRIVE _
Doc. D2002e527
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- \ UTl,m` EASEMENT
00C. 02002552]
HOYARD
WAfBD I . 1 I I GREGORY ROESSNER
RANDY
IXEOK MILLER ROSNE
WC. 02SHANNON PULL➢OQINER HUM NH. ]3]5, PG. I831
s0247603 DCC.cOzo90TDOC D20428124 O.fl.r.cr,DR1ar. asc.r. o.R.r.C.T.
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COC. 02162711970
DN.T.C.T.
SIDEWALK
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LOT IRS BLOCK 1 I µ
FIRST UNITED METHOUST CHURCH
OF GR,IRMNE AGENT ON
OUR, 02162]119]0
O.R.T.CT.
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LEGEND I VICINITY MAP
P PP - POWER POLE
a TPEO - TELEPHONE RISER
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Doc. D2002e527
._ ._ _
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- \ UTl,m` EASEMENT
00C. 02002552]
HOYARD
WAfBD I . 1 I I GREGORY ROESSNER
RANDY
IXEOK MILLER ROSNE
WC. 02SHANNON PULL➢OQINER HUM NH. ]3]5, PG. I831
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FIRST UNITED METHODIST CHURCH
OF ORAPLNNE ADDITION
COC. 02162711970
DN.T.C.T.
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FIRST UNITED METHOUST CHURCH
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O.R.T.CT.
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LEGEND I VICINITY MAP
P PP - POWER POLE
a TPEO - TELEPHONE RISER
• WV- WATER VALVE
Wµ
EN - FIRE HVERANT
+ TOWER CENTROID
PY LP - U6t1f POLE
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SITE
92 GM - GAS MEfw
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• IRF -IRON ROD FOUND
COLLEGE
TIM BENCH MARK
fT�T. BUILDING LINES
-'-'- PENCE UNE
POWER NNE
I PROJECT INFORMATION
CENTER OF STEEPLE COORDINATES
NAD83:
LAT 32' 56' 11.6292"
LONG 97 04' 51.316'
ELEV. 636 (AMSL NAVD88)
TOP OF STEEPLE: 119' AGL
NOTES
INGRESS/EGRESS IN COMMON WITH LESSOR
LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON W83 AND
ELEVATIONS NAVE) 1988.
MAGNETIC DECUNATION INFORMATION TAKEN FROM NOAA WEB SITE AND IS
APPROXIMATE.
LATITUDE AND LONGITUDE FROM GPS OBSERVATIONS PERFORMED COINCIDENT
WITH SURVEY, 1983 NORTH AMERICAN ODIUM.
BASIS OF ELEVATION: GPS OBSERVATIONS PERFORMED COINCIDENT WITH SURVEY.
BASIS OF BEARINGS: GRID BEARINGS BASED ON GPS OBSERVATIONS PERFORMED
COINCIDENT WITH SURVEY.
CONVERGENCE ANGLE: 0' 46' 26"
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS WITHIN ZONE 'X', AREAS
OUTSIDE OF A 100 YR. FLOOD PLAIN AS SHOWN BY FIRM MAP
COMMUNITY -PANEL NUMBER 4Ba39C0115K, DATED 09/25/2009. NO SURVEYING
WAS DONE TO DETERMINE THIS FLOOD ZONE
I SURVEYOR'S CERTIFICATE
The undersigned hereby asrtlflee unto Verizon Wireless that (a) this survey
crowing is based upon an on -the -ground Survey made by the undersigned on
August 17, 2017, and oe to maters of retard relies upon Motmctol's
Certificate $ dated effective as of
Issued by covering the Lease Property (the
'Lease Propero described on this Growing; (b) this survey accurately shows
to the best of my knowledge upon review of the existing recorded instruments
provided (1) the location of any buildings, Structure. and other improvements
situated on or within the Lao" Property, (2) the facie found by the
undersigned at the time of said survey, (3) the courses and measured
distances of the perimeter boundaries of the Lease Property, and (4) all
setback Unes, encroachment., easements and rights-of-woy comes, abutting
or affecting the Less Property, Ge Shown on the Abstractors Certlflcote or
otherwise known to or observed by the undersigned, along with any recording
information for such setback lines, encroachments, movements and
rights-of-way; (c) the area of the Lease Property shown hereon is accurate
to une nearest square foot, and them are Go discrepancies, conflicts or
shortages in area or boundary linea; (d) the legal de.cription attached b this
surrey accurately state the courses and measured distances found in
P.rfonning the on -the -ground survey; (e) except as Shown on the survey
drawing, to the best of my knowledge upon review of the existing recorded
instruments provided, then aro no (1) visible eaaemmts or right.-af-way
.cramm or abutting or affectingg the Leine Property, (2) easements or
dghts-of-way ..rues or .button or affecting the lease Property Of which the
undersigned has been advised, (3) visible encroachments from the Leave
Property onto an adjacent OroPe . or onto ea.ementS. street., or alleys, by
any of the Lease Property building structures or other impmvemerds, or (4)
visible encroachments an the lease Pmperty by building structures or other
improvements e,Itugted on adioinI , property, (f) no portion of the Lease
Property has been designate as tying within a flood zone or flood prone area
as designated an the most recent Flood Insurance Rate Map promulgated by
the Federal Emergency Management Agency, except as shown hereon; and (g)
this professi I service conforms to the Dumont Texas Society of Professional
Surveyors StanNards, and Specifications for a Category 1A, Condition II Survey.
PRELIMINARY
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10' UTILITY EASEMENT
BEING a tract of land Situated in the WiMcnn Deal, Surrey, Abstract No. 442,
City of Grapevine, Tarrant County, Texas, also being situated In Lot IRI,
Block 1, Fret United Methodist Church of Grapevine Addition, an addition to
the Cly of Gmpavine. Tarrant County, Texas. according to the plat thereof
recorded in Document No. 0216271970, Deed Records, Tarrant County, Texas,
and being mora particularly described by mates and bounde as fallow.:
COMMENCING at o 1/2' hon and found for the southeast comer of said Lot
1R1, Black 1, post United Methodist Church of Grapevine Addition, some being
the northwest comer of Lot iR3, Block 1, of sold First United Methodist
Church of Grcpmine Addition, and being on the we right-of-way line of
Church Street (variable akin right-of-way);
THENCE along the west right-of-way line of Church Sheet, same being the
east line of sold Lot IRI, Block 1, First United Methodist Church of
Cmpovine Addition, North 00 dogma 10 minutes 14 wconds East, a distance
of 135.64 feat to the POINT OF BEGINNING hereof:
THENCE through the interior of avid Let 1R1, Black 1, Fret United Methodist
Church of Ompevine Addition, the following five (5) courses:
1. North 89 degrees 49 minutes 46 seconds West, a distance of 278.15
feet to a Point;
2. North 00 dogmas 27 minutes 09 seconds West, a distance of 23.67 feet
to a Point
3. North 89 degross 32 minutes 51 seconds East, a distance of 10.00 feet
to a PoTm;
4. South 00 degrees 27 minutes 09 seconds East, a distance of 13.77 feat
to a Point
5. South 09 degrees 49 minates 46 second. East, o diet.... of 26826
feet m a Pelnt on the Neat right -.f -my line of Church Street, cam
being the east Ins of sold Let iR1, Block 1. Flmt United Methodist
Church of Grapevine Addition;
THENCE along the we right-of-way, One of Church Street, some being the
eget line of said Let IRI, Block 1, First United Methodist Church of
Grcpavin, AdCItlan, South DO degrees 10 minutes 14 second. West,
a distance of 10.00 feet to the POINT OF BEGINNING hereof and containing
0.0870 scree or 2,919 square feet of land. mora or lees.
LEGEND I VICINITY MAP
O PP - POWER POLE
0 TPED - TELEPHONE RISER
BUS 114
m WV- WATER VALVE
wnL s
FH - FlAE HYDRIN
TUWER CENTROID
ji LP - LXAR POLE
BI EM - ELECRUC METER SITE
92 GIA -GAS METER i
• In -IRON ROD SET
u IRF -IRON ROD FOUND
TOM BENCH MARK
or-fr� BUILDING LINES
—�-- FENCE UNE
. - - POWER UNE
I PROJECT INFORMATION
CENTER OF STEEPLE COORDINATES
NAD83:
,AT 32' 56' 11.6292•
LONG 97 04' 51.4316'
ELEV. 836 (AMSL NAVD98)
TOP OF STEEPLE 119' AOL
NOTES:
INGRESS/EGRESS IN COMMON WITH IFSSOR.
LATITUDE AND LONGFUDE SHOWN HEREON ARE BASED ON NAD83 AND
ELEVATIONS NAV) IBM.
MAGNETIC DECUNATION INFORMATION TAKEN FROM NOM WEB SITE AND IS
APPROXIMATE
IATTRIDE AND LONGITUDE FROM GPS OBSERVATIONS PERFORMED COINCIDENT
WITH SURVEY, 1983 NORTH AMERICAN DATUM.
BASIS OF ELEVATION: GPS OBSERVATIONS PERFORMED COINCIDENT WITH SURVEY.
BASIS OF BEARINGS GRID BEARINGS RASED ON GPS OBSERVATIONS PERFORMED
COINCIDENT WITH SURVEY.
CONVERGENCE ANGLE: 0' 46' 26'
BY GRAPHIC PILOTING ONLY, THIS PROPERTY IS WITHIN ZONE 'X', AREAS
OUTSIDE OF A 100 YR. FLOOD PLAIN AS SHOWN BY FIRM MAP
COMMUNRY-PANEL NUMBER 484WC0115K, DATED 09/25/2009. NO SURVEYING
WAS DONE TO DETERMINE THIS FLOOD ZONE.
I SURVEYOR'S CERTIFICATE I
The undersigned hereby certlflss unto Verizon Wireless that (a) this survey
drawing is based upon an on -the -ground survey made by the underoignsd an
August 17. 2017, and as to motion of record relies upon Abstractors
Contracts S dated effective as of
_, issued by covering the Leos. Property (the
'lease Property") described on this drawing; (b) this survey accurately shows
to the beat of my knowledge upon milww of the existing recorded Instruments
provided (1) the location of any buildings, structures and other hnprovemante
situated on or within the Leas• Property, (2) the facts found by the
undersigned at the time of Bald survey, (3) the courses and measured
distances of the perimeter boundaries of the Lease Property, and (4) all
setback lines, erlcraoehmerde, easement, and rights-of-way across, abutting
or offeaU.g the Lease Property, as shown on the Abetractor'e Certificate or
otherwise known to or observed by the undersigned, along with any recording
Information for such setback lines. encroachments, easements and
rights-of-way, (c) the area of the Lease Property shown hereon is accurate
to the nearest square foot, and them aro no discrepancies, oon8iets or
shortages In arca or boundary lines; (d) the legal description attached to this
survey accurately state the courses and measured distances found in
Performing the on -the -ground survey. (a) except as shown on the survey
drawing, to the beat of my knowledge upon roview of the existing recorded
Instruments provided, them am no (1) visible meemento or right. -of -way
aeress or abutting or oRectlny the Lease Property, (2) easements or
righte-of-way comae or a1,2 or affecting the Lease Property of which the
undersigned hoe been advised. 3 visible encroachment. from the Lmm
Property onto an adjacent prop , or onto easement., etmet., or alleys, by
any of the Lease Property building structures or other Improvements, or (4)
visible emroachmant. an the Lease Property by building structures or other
improvements situated on ad11'oining property; (f) no portion of the Lease
Property has been deaignotetl as lying within a flood mm or flood prone lima
as designated on no most recent Flood Insurance Rate Map promulgated by
the Federal E erg...y Management Agency e.cept as he. hereon; and (g)
this profession aervlce confornm to the current Texas Society of Professional
Survey antl s antl Spechimit.re far a Category 1A Condition It Survey.
KurNa R. We PRELIMINARY
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DIVISION 16 ELECTRICAL
BASIC ELECTRICAL MATERIALS AND METHODS
1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS PRIOR TO ORDERING
THE ELECTRICAL EQUIPMENT AND STARTING THE ACTUAL CONSTRUCTION.
CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE
ARCHITECT LISTING ANY DISCREPANCIES OR CONFLICTING INFORMATION.
2. ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATIC ONLY.
VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL
EQUIPMENT WITH OWNER PRIOR TO INSTALLATION.
3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH
PANEL -BOARD, PULLBOX JUNCTION BOX, SWITCH BOX, ETC. THE TYPE OF
TAGGING METHODS SHALL BE IN COMPLIANCE WITH OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION (O.S.H.A.).
4. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN GOOD WORKING
CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF
THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF
EQUIPMENT, MATERIALS SHALL BE LISTED "J' WHERE APPLICABLE.
MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING
JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH
APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, NBFU AND
"UL" LISTED.
5. ALL CONDUIT SHALL HAVE A PULL CORD,
6. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL
"AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING
ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS.
7. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN
INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED,
AND A MINIMUM OF 10,000 A.I.C.
B. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY
IBC, NEC AND ALL APPLICABLE CODES.
9. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN
DAMAGED IN THE COURSE OF THE ELECTRICAL WORK.
10. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED
OUTLETS SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE
DRAWINGS. WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA WD -8
LIFT COVER -PLATES.
SERVICE AND DISTRIBUTION
1. WIRE AND CABLE CONDUCTORS SHALL BE COPPER, 60OV, TYPE THHN OR
THWN, WITH A MIN, SIZE OF #12 AWG, COLOR CODED. ALL RECTIFIER
DROPS SHALL BE STRANDED TO ACCEPT CRIMP CONNECTORS.
2. ALL CHEMICAL GROUND RODS SHALL BE "UL" APPROVED.
3. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED
ON THE DRAWINGS. MANUFACTURED BY MILBANK OR APPROVED EQUAL AND
SHALL BE UTILITY COMPANY APPROVED.
4, CONDUIT:
A. PVC CONDUIT SHALL BE U.L. LABEL AND SHALL BE USED WHEN INSTALLED IN
OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC
ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR.
B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL,FITTING SHALL BE
GLAND RING COMPRESSION TWE,
C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY
BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE'
OR "SQUEEZE" TWE. ALL FLEXIBLE CONDUITS SHALL HAVE FULL LENGTH
GROUND WIRE.
D. ALL UNDERGROUND CONDUIT SHALL BE AS NOTED ON THE DRAWINGS
I I
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COPPER PLATE AND OF SIZE INDICATED ON DRAWINGS.
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2. ALL CONNECTIONS TO THE GROUND BAR SHALL
CONSULTING GROUP, INC.
OBSERVE THE FOLLOWING SEQUENCE:
p
AT A MINIMUM DEPTH OF 30" BELOW GRADE. IT IS REWIRED AND
sui Bai z.s
A. BOLT—HEAD
�i.s 31, 3
sF"HD
ess
B. 2—HOLE LUG
...w.mo=.cm
9
$
WILL BE THE RESPONSIBILITY OF THE ELECTRICAL
E. NUT
F. EXTERNAL CONNECTIONS
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CONTRACTOR TO NOTIFY 811 OR SUCH DIGGING AGENCY 48 HRS PRIOR
_
CABLE. SPLICRMIC
TEES, ED,NETC!ONS ALL
GROUND RODS, GROUND ROD SPLICES AND LIGHTING PROTECTION
yj •• • • "�1p�
SYSTEMS ARE TO BE AS INDICATED. ALL MATERIALS USED
' '+••� •+e�
MOLDS, WELDING METAL, TOOLS, ETC.) SHALL BE BY
a
TO DIGGING.
• �•-••^^•+••^•••••••••^-•
PROCEDURES,
CHIYU ZHANG
...............I......,...:«
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4. ALL ABOVE GRADE GROUNDING AND BONDING CONDUCTORS SHALL281
-
5. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION
%
I�.
CONNECTIONS (EXCEPT FORTH ACEG AND GROUND ROD)
.. .�•�
MECHANICAL CONNECTIONS, FITTINGS OR CABLE TO CABLE
CONNECTIONS SHALL BE HIGH PRESSURE DOUBLE CRIMP TWE
OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY
EXOTHERMIC WELDS.
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POWER AND ALL HOOKUP COSTS ARE TO BE PAID BY THE CONTRACTOR.
GENERAL NOTES
"COPPERWELD" OR APPROVED EQUAL, OF THE NUMBER AND
LOCATIONS INDICATED. GROUND RODS SHALL BE DRIVEN FULL
LENGTH VERTICAL IN UNDISTURBED EARTH.
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SP -1
So
6. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT
<
ENGRAVED PLASTIC LABELS WITH WHITE ON BLUE BACKGROUND
LETTERING (MINIMUM LETTER HEIGHT SHALL BE 1/4").
NAMEPLATES SHALL BE FASTENED WITH STAINLESS STEEL SCREWS,
NOT ADHESIVE.
7. UPON COMPLETION OF WORK, CONTINUITY, SHORT CIRCUIT, AND FALL
POTENTIAL GROUNDING TESTS BY AN INDEPENDENT TESTING SERVICE
ENGAGED BY THE CONTRACTOR SHALL BE SUBMITTED FOR APPROVAL.
00
SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL
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LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION.
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8. GROUNDING ELECTRODE SYSTEM
A. PREPARATION
1. SURFACE PREPARATION:
ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL
PAINTED SURFACES SHALL BE FIELD INSPECTED AND MODIFIED
TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED
BETWEEN THE ITEMS BEING GROUNDED. ALL CONNECTIONS
ARE TO HAVE A NON -OXIDIZING AGENT APPLIED PRIOR
TO INSTALLATION.
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PREPARATION:
2. GROUND BAR
7;
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ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A
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NON -OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR
NEW SITE BUILD
DISCOLORED COPPER WILL BE PERMITTED.
3. SLEEVES:
NORTH DOOLEY
ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES
VZW SITE ID # 309120
WHEREVER CONDUCTORS RUN THROUGH WALLS, FLOORS OR
CEILINGS. IF CONDUCTORS MUST RUN THROUGH EMT, BOTH
FUZE PROJECT 10# 246633
ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTH ENDS OF
422 CHURCH STREET
CONDUIT WITH SILICONE CAULK.
GRAPEVINE, TK 75651
B. GROUND BARS
1. ALL GROUND BARS SHALL BE 1/4" THICK TINNED
I I
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COPPER PLATE AND OF SIZE INDICATED ON DRAWINGS.
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2. ALL CONNECTIONS TO THE GROUND BAR SHALL
CONSULTING GROUP, INC.
OBSERVE THE FOLLOWING SEQUENCE:
Ml �NQo BJMNB rn Ew
sui Bai z.s
A. BOLT—HEAD
�i.s 31, 3
sF"HD
ess
B. 2—HOLE LUG
...w.mo=.cm
C. TINNED BUSS BAR
HIM MOWTn IM2
D. STAR WASHER
E. NUT
F. EXTERNAL CONNECTIONS
3. ALL BURIED GROUNDING CONNECTIONS SHALL BE MADE BY THEEXOTH
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LD CROS CABLEALL IipLUDE ALL
ES,
_
CABLE. SPLICRMIC
TEES, ED,NETC!ONS ALL
GROUND RODS, GROUND ROD SPLICES AND LIGHTING PROTECTION
yj •• • • "�1p�
SYSTEMS ARE TO BE AS INDICATED. ALL MATERIALS USED
' '+••� •+e�
MOLDS, WELDING METAL, TOOLS, ETC.) SHALL BE BY
CADWELD" AND INSTALLED PER MANUFACTURER'S RECOMMENDED
• �•-••^^•+••^•••••••••^-•
PROCEDURES,
CHIYU ZHANG
...............I......,...:«
82
4. ALL ABOVE GRADE GROUNDING AND BONDING CONDUCTORS SHALL281
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BE CONNECTED BY TWO HOLE CRIMP TE (COMPRESSION)
%
I�.
CONNECTIONS (EXCEPT FORTH ACEG AND GROUND ROD)
.. .�•�
MECHANICAL CONNECTIONS, FITTINGS OR CABLE TO CABLE
CONNECTIONS SHALL BE HIGH PRESSURE DOUBLE CRIMP TWE
CONNECTIONS. CONNECTION TO STRUCTURAL STEEL SHALL BE
EXOTHERMIC WELDS.
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SHEET NAME
C. GROUND RODS
ALL GROUND RODS SHALL BE 5/8 -INCH DIAMETER X 10'-0" LONG
GENERAL NOTES
"COPPERWELD" OR APPROVED EQUAL, OF THE NUMBER AND
LOCATIONS INDICATED. GROUND RODS SHALL BE DRIVEN FULL
LENGTH VERTICAL IN UNDISTURBED EARTH.
SHEET NUMBER
SP -1
CRANES, DERRICKS & HOISTS (REFERENCE OSHA 29 CFR 1926.550-55)
EMPLOYEES SHALL USE HOSTS IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND LIMITATIONS. IF
USING MATERIAL HOSTS, ALL OPERATING RULES SHALL BE POSTED AT THE OPERATOR'S STATION OF THE HOST. NO
RIDERS ARE ALLOWED ON MATERIAL HOSTS. PERSONNEL HOSTS SHALL BE USED IN COMPLIANCE WITH OSHA
STANDARDS. HARD HATS MUST BE WORN WHEN OPERATING CRANES OR WITHIN THE VICINITY OF CRANE
OPERATIONS.
ONLY AUTHORIZED PERSONNEL MAY OPERATE CRANES AND TRUCKS. A LIST OF AUTHORIZED PERSONNEL IS
AVAILABLE AT THE MAIN OFFICE.
FIRE PROTECTION (REFERENCE OSHA 1926.150 AND 151)
PROPER PORTABLE FIRE FIGHTING EQUIPMENT (WATER, FIRE EXTINGUISHERS, HOSE) SHALL BE MAINTAINED AND
READILY ACCESSIBLE ON ALL JOB SITES. EACH EMPLOYEE SHALL BE MADE AWARE OF FIRE PREVENTION
TECHNIQUES. ALL FLAMMABLE AND COMBUSTIBLE LIQUIDS MUST BE HANDLED AND STORED AS OUTLINED IN THE
OSHA STANDARDS. SEE THE WRITTEN HAZARD COMMUNICATIONS PROGRAM FOR FURTHER INFORMATION.
FALL PROTECTION (REFERENCE OSHA 1926.5001SUBPART MI)
WHERE THERE IS A DANGER OF EMPLOYEES OR MATERIALS FALLING THROUGH FLOOR, ROOF OR WALL OPENINGS.
PRECAUTIONARY MEASURES SHALL BE TAKEN. GUARD RAILS, TOE BOARDS AND COVERS OF THE PROPER HEIGHT
AND SIZE (AS DESIGNATED BY OSHA) SHALL BE PUT IN PLACE AND MAINTAINED UNTIL SUCH HAZARD NO LONGER
EXISTS. FALL PROTECTION DEVICES (SAFETY NETS, PERSONAL FALL ARREST, WARNING LINE/GUARDRAIL, ETC.) MUST
BE USED BY EMPLOYEES WHOSE WORK ACTIVITIES TAKE PLACE 6 FEET OR HIGHER FROM THE LEVEL BELOW. HARD
HATS MUST BE WORN BY EMPLOYEES IF THERE IS DANGER OF FALLING OBJECTS,
CONTROLLED ACCESS ZONES MUST BE ESTABLISHED IF THE USE OF STANDARD FALL PROTECTION DEVICES IS NOT
FEASIBLE, AND MUST BE ACCOMPANIED BY A WRITTEN FALL PROTECTION PLAN. SAFETY MONITORING SYSTEMS
REQUIRE A DESIGNATED MONITOR WITH NO OTHER DUTIES ASSIGNED. FALL PROTECTION SYSTEMS SHALL COMPLY
WITH OSHA STANDARDS.
LADDERS & SCAFFOLDING (REFERENCE 29 CFR 1926.450-452)
ALL LADDERS SHALL BE USED IN A SAFE AND PROPER MANNER, POSITIONED IN AN UPRIGHT POSITION ON A FLAT,
LEVEL SURFACE WITH SECUREMENT AT ROOF LEVEL.
• THE USE OF LADDERS WITH BROKEN OR MISSING RUNGS OR STEPS, OR SPLIT SIDE TRAILS OR OTHER FAULTY
OR DEFECTIVE CONSTRUCTION IS PROHIBITED.
• PORTABLE LADDERS MUST BE PLACED ON A SUBSTANTIAL BASE AT A 4-1 PITCH.
• SECURE LADDERS AGAINST MOVEMENT WHILE IN USE.
• ALL SCAFFOLDING MUST BE SET ON ADEQUATE LEVEL BEARING.
• ALL SCAFFOLDING MUST HAVE REQUIRED BRACING INSTALLED.
• ALL GUARDRAIL, MIDRAILS AND TOE BOARDS MUST BE IN PLACE.
• PROPER TIE-INS MUST BE INSTALLED TO PREVENT TIPPING.
CRANES, DERRICKS & HOISTS (REFERENCE OSHA 29 CFR 1926.550-55)
EMPLOYEES SHALL USE HOSTS IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND LIMITATIONS IF
USING MATERIAL HOSTS, ALL OPERATING RULES SHALL BE POSTED AT THE OPERATOR'S STATION OF THE HOST, NO
RIDERS ARE ALLOWED ON MATERIAL HOSTS. PERSONNEL HOSTS SHALL BE USED IN COMPLIANCE WITH OSHA
STANDARDS. HARD HATS MUST BE WORN WHEN OPERATING CRANES OR WITHIN THE VICINITY OF CRANE
OPERATIONS.
ONLY AUTHORIZED PERSONNEL MAY OPERATE CRANES AND TRUCKS. A LIST OF AUTHORIZED PERSONNEL IS
AVAILABLE AT THE MAIN OFFICE.
FIRE PROTECTION (REFERENCE OSHA 1926.150 AND 151)
PROPER PORTABLE FIRE FIGHTING EQUIPMENT (WATER, FIRE EXTINGUISHERS, HOSE) SHALL BE MAINTAINED AND
READILY ACCESSIBLE ON ALL JOB SITES. EACH EMPLOYEE SHALL BE MADE AWARE OF FIRE PREVENTION
TECHNIOUES. ALL FLAMMABLE AND COMBUSTIBLE LIQUIDS MUST BE HANDLED AND STORED AS OUTLINED IN THE
OSHA STANDARDS. SEE THE WRITTEN HAZARD COMMUNICATIONS PROGRAM FOR FURTHER INFORMATION.
FALL PROTECTION (REFERENCE OSHA 1926.5001SUBPART MI)
WHERE THERE IS A DANGER OF EMPLOYEES OR MATERIALS FALLING THROUGH FLOOR, ROOF OR WALL OPENINGS,
PRECAUTIONARY MEASURES SHALL BE TAKEN. GUARD RAILS, TOE BOARDS AND COVERS OF THE PROPER HEIGHT
AND SIZE (AS DESIGNATED BY OSHA) SHALL BE PUT IN PLACE AND MAINTAINED UNTIL SUCH HAZARD NO LONGER
EXISTS. FALL PROTECTION DEVICES (SAFETY NETS, PERSONAL FALL ARREST, WARNING LINE/GUARDRAIL, ETC.) MUST
BE USED BY EMPLOYEES WHOSE WORK ACTIVITIES TAKE PLACE 6 FEET OR HIGHER FROM THE LEVEL BELOW. HARD
HATS MUST BE WORN BY EMPLOYEES IF THERE 15 DANGER OF FALLING OBJECTS.
CONTROLLED ACCESS ZONES MUST BE ESTABLISHED IF THE USE OF STANDARD FALL PROTECTION DEVICES IS NOT
FEASIBLE, AND MUST BE ACCOMPANIED BY A WRITTEN FALL PROTECTION PLAN. SAFETY MONITORING SYSTEMS
REQUIRE A DESIGNATED MONITOR NTH NO OTHER DUTIES ASSIGNED. FALL PROTECTION SYSTEMS SHALL COMPLY
WITH OSHA STANDARDS.
RENTAL EQUIPMENT
• ONLY TRAINED EMPLOYEES WILL OPERATE RENTAL EQUIPMENT.
• EMPLOYEES SHOULD VERIFY THAT AN OPERATOR'S MANUAL IS PROVIDED FOR EMERGENCY USE.
• ALL RENTAL EQUIPMENT SHALL BE INSPECTED FOR SAFETY VIOLATIONS PRIOR TO USE.
PERSONAL PROTECTIVE EQUIPMENT (REFERENCE 29 CFR 1926.100-1926.107) _ ALL PERSONNEL ARE REQUIRED TO PROPERLY USE, INSPECT AND MAINTAIN PERSONAL PROTECTIVE EQUIPMENT INCLUDING, BUT NOT LIMITED TO, s
THE FOLLOWING ITEMS: O a =
• HARD HATS ARE TO BE WORN IF DEEMED NECESSARY BY MANAGEMENT. HARD HATS ARE MANDATORY FOR ALL WORKERS INVOLVED IN
CRANE OPERATIONS, THIS INCLUDES THE CRANE OPERATOR, ASSISTANTS ON THE GROUND AND WORKERS ACCEPTING THE LOAD ON THE
ROOF. EMPLOYEES MUST DON HARD HATS IF ANY WORK ACTIVITY EXPOSES THEM TO THE DANGER OF FALLING OBJECTS. EMPLOYEES ARE
RESPONSIBLE FOR INSPECTING THE LINER AND SHELL FOR DAMAGE ON A DAILY BASIS. ALL HELMETS MUST MEET ANSI SPECIFICATIONS. a e H
HARD HATS WILL BE PROVIDED AT TIME OF HIRE BY COMPANY NAME ON A ONE-TIME BASIS. MAINTENANCE OF HARD HATS IS THE
RESPONSIBILITY OF THE EMPLOYEE.
• EYE PROTECTION MUST BE WORN WHEN ACTIVITIES COULD RESULT IN EYE INJURY. GOGGLES WILL BE WORN OVER ANY EMPLOYEE OWNED
PRESCRIPTION GLASSES THAT DO NOT MEET INDUSTRIAL SAFETY STANDARDS. EMPLOYEES OPERATING ANY POWER TOOLS (GRINDERS,
DRILL PRESSES, TABLE SAWS. ETC.) MUST WEAR EYE PROTECTION. EYE PROTECTION WILL BE PROVIDED BY COMPANY NAME IF SUCH
PROTECTION IS DEEMED NECESSARY.
• PROTECTIVE CLOTHING (GLOVES, BOOTS,) SHALL BE WORN DURING THOSE OPERATIONS WHICH MAY POSE A HAZARD TO THE EMPLOYEE.
WORK GLOVES ARE THE RESPONSIBILITY OF THE EMPLOYEE. DURING CERTAIN OPERATIONS, STEEL -TOED SHOES MAY BE REQUIRED, AND
THE EMPLOYEE IS RESPONSIBLE FOR PROVIDING SUCH SHOES. DURING COLD -WEATHER MONTHS, EMPLOYEES ARE EXPECTED TO WEAR o^
APPROPRIATE WINTER WEAR SUCH AS GLOVES, COATS AND HEADGEAR.
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• SAFETY HARNESS & FALL PROTECTION IS REQUIRED EQUIPMENT AND SHALL BE PROVIDED BY COMPANY NAME. EMPLOYEES ARE N c
REQUIRED TO USE SUCH PROTECTION DURING JOB OPERATIONS. PERIMETER SAFETY LINES MUST BE USED WHEN THE WORKING HEIGHT IS
6 FEET OR HIGHER. SUCH EQUIPMENT SHALL BE SUPPLIED BY COMPANY NAME. AND WILL MEET THE REQUIREMENTS SET FORTH UNDER •z
OSHA STANDARD 29 CFR 1926.104 TRAINING WILL BE PROVIDED IN PROPER USE OF FALL PROTECTION EQUIPMENT EITHER BY THE ;E
MANUFACTURER OR BY COMPANY NAME. SEE THE WRITTEN FALL PROTECTION PROGRAM FOR DETAILED INFORMATION.
• RESPIRATORS MAY BE REQUIRED WHEN PERFORMING OPERATIONS WHERE DANGER OF TOXIC FUMES AND/OR PARTICULATES SUCH AS
ASBESTOS MAY BE PRESENT, RESPIRATORS SHALL BE CHOSEN TO PROTECT AGAINST THE SPECIFIC HAZARD, AND SHALL BE PROVIDED
BY COMPANY NAME_ EMPLOYEES ARE RESPONSIBLE FOR THE PROPER CARE AND MAINTENANCE OF ASSIGNED RESPIRATORS, AND SHALL
BE TRAINED IN PROPER USE. FOR FURTHER INFORMATION ON RESPIRATOR USE, SEE THE RESPIRATOR WRITTEN PROGRAM.
SIGNS, SIGNALS & BARRICADES (REFERENCE OSHA 29 CFR 1926.200) m
SAFETY CONES AND BARRIER TAPE WILL BE USED TO SECURE AREAS. DANGER SIGNS SHALL BE POSTED IF AN IMMEDIATE HAZARD EXISTS, AND
CAUTION SIGNS SHALL BE POSTED IF A POTENTIAL HAZARD EXISTS. SUCH SIGNS SHALL BE IN CONFORMANCE WITH THE OSHA STANDARD. H a N
DESIGNATED ACCESS ZONES SHALL BE DEFINED BY BARRIER TAPE AND/OR SIGNS.
VEHICLES & MECHANICAL EQUIPMENT (REFERENCE 29 CFR 1926.600 — 606) NEW SITE BUILD
• ONLY AUTHORIZED PERSONNEL HOLDING VALID DRIVER'S PERMITS MAY OPERATE COMPANY VEHICLES. ALL EMPLOYEES DRIVING VEHICLES
ON COMPANY BUSINESS SHALL WEAR SEAT BELTS IF THE VEHICLE IS SO EQUIPPED. NORTH DOOLEY
• ALL MOTOR VEHICLES DRIVEN IN THE SHOP YARD WILL BE DRIVEN AT A SAFE AND REASONABLE SPEED WITH COMPLETE UNDERSTANDING VZW SITE ID # 309120
OF OPERATION OF VEHICLE. FUZE PROJECT ID R 2465513
• PERSONNEL MUST RECEIVE PROPER TRAINING PRIOR TO OPERATING HEAVY EQUIPMENT (CRANES, TRUCKS, ETC.). SUCH TRAINING WILL BE 422 CHURCH STREET
PROVIDED BY COMPANY MANAGEMENT OR AN OUTSIDE DESIGNATED COMPETENT PERSON. A LIST OF PERSONNEL AUTHORIZED TO GRAPEVINE, TX. 75051
OPERATE CRANES AND TRUCKS IS MAINTAINED AT THE MAIN OFFICE. TARRANT COUNTY
• FORKLIFT OPERATORS MUST BE AWARE OF IMMEDIATE SURROUNDINGS. SPECIAL CAUTION SHOULD BE TAKEN WHEN DRIVING ON WET
SURFACES FORKS MUST BE LOWERED ALL THE WAY DOWN WHEN NOT IN USE. DO NOT DRIVE IN FORWARD GEAR IF THE LOAD L L P R 0
OBSTRUCTS YOUR VIEW.
• ALL VEHICLES AND HEAVY EQUIPMENT MUST MEET THE REQUIREMENTS OF OSHA 1926.600 THROUGH 1926.604. THIS SHALL INCLUDE CON6ULTING GROUP, INC.
(BUT NOT BE LIMITED TO) ROLLOVER PROTECTION, AUDIBLE ALARMS, SEAT BELTS, AND BRAKES/FENDERS IN ACCORDANCE WITH THE
ABOVE NAMED REGULATIONS. IT IS THE RESPONSIBILITY OF EACH OPERATOR TO PERFORM A SAFETY CHECK OF EQUIPMENT PRIOR TO m2umoox e�wxsoM PRsswav
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• ALL VEHICLES WILL BE MAINTAINED AND SERNCED ACCORDING THE OWNER'S MANUAL SPECIFICATION. THIS SHOULD BE DONE O A DAILY PIRM Rs°isman°R 1.2
BASIS WITH WEEKLY INSPECTIONS RECORDED IN THE VEHICLE'S MAINTENANCE FILE.
• DAILY VEHICLE INSPECTIONS SHOULD BE DONE PRIOR TO LEAVING THE SHOP YARD. DAILY INSPECTION SHALL INCLUDE:
0 CHECK OIL
�1A
0 CHECK BRAKE FLUID +�";
0 CHECK TIES, PRESSURE AND WEAR ,: P"�L• E•f 11
0 CHECK ALL LIGHTS AND REFLECTORS ,yti �f+l
0 CHECK WIPER BLADES AND WASHER FLUID ' s�+
0 CHECK POWER STEERING AND AUTOMATIC TRANSMISSION FLUIDS•••+•'•'; I /
0 CLEAN ALL WINDOWS .. ......................
0 TRUCK CABS SHOULD BE KEPT CLEAN AT ALL TIMES CHIYI) 2HANG
• ALL FOR PARKEDSMUST BE VEHICLES SUCH IPPED WTH AS THREE REFLECTIE SAFETY KITS (FIRE VE WARNING TRIANGLES)IN ITI ISERS, SPARE T E RESPONSIBILITYAL OFEACHSAND OPERATORN OO VERIFY
......••••.2 �'1•g%�
THAT THE SAFETY KITS ARE IN PLACE. IF A SAFETY KIT IS MISSING OR INCOMPLETE, NOTIFY COMPANY MANAGEMENT. tE?•'., ((.�'a=
• ALL VEHICLES MUST HAVE MSDS BOOKLETS ON BOARD AT ALL TIMES.
• ALL VEHICLES ARE REQUIRED TO HAVE A LIST OF EMERGENCY NUMBERS (HOSPITALS, MEDICAL CLINICS, WALK—IN CLINICS).
• ALL DRIVERS ARE RESPONSIBLE FOR ALL CARGO TO BE PROPERLY SECURED BEFORE LEAVING THE SHOP YARD. GAS CANS AND °wAs�1B
PROPANE TANKS MUST BE SECURED IN AN UPRIGHT POSITION. CARGO INCLUDES LADDERS, TANKS, AND ANY OTHER MATERIAL BEING SHEET NAME
TRANSPORTED.
• ALL DRIVERS MUST OBEY ALL WISCONSIN TRAFFIC LAWS. ANY MOVING VIOLATIONS AND SUBSEQUENT FINES ARE THE RESPONSIBILITY OF GENERAL NOTES
THE OPERATOR AND WILL NOT BE PAID FOR BY THE COMPANY.
VEHICLE SAFETY IS OF THE UTMOST IMPORTANCE AND MUST NOT BE TAKEN LIGHTLY. REPORTS INDICATE IT IS A MAJOR CAUSE OF SHEET NUMBER
ON—THE—JOB CONSTRUCTION INJURIES AND FATALITIES. ANY VIOLATIONS OR POTENTIAL HAZARDS SHOULD PROMPTLY BE REPORTED TO
COMPANY MANAGEMENT. SP -2
NEW EMPLOYEE TRAINING
ALL NEW EMPLOYEES WALL RECEIVE A SAFETY ORIENTATION BEFORE BEGINNING WORK. THE
SUPERVISOR/FOREMAN OR THE COMPANY PRESIDENT WILL PROVIDE THIS TRAINING.
TRAINING WILL CONSIST OF INSTRUCTING EMPLOYEE IN THE RECOGNITION AND AVOIDANCE
OF UNSAFE CONDITIONS, SAFE WORKING PRACTICES, THE IMPORTANCE OF JOB SITE SAFETY
AND A REVIEW OF THE COMPANY SAFETY PROGRAM.
ALL NEW EMPLOYEES WILL BE UNDER A 'SAFETY PROBATION PERIOD" (REQUIRES
OBSERVATION BY SITE QUALIFIED EMPLOYEES CONCERNING WORK SAFETY PRACTICES)
UNTIL THE SUPERVISOR FEELS THE INDIVIDUAL IS PROPERLY TRAINED AND QUALIFIED
CONCERNING JOB SITE WORK PRACTICES.
SAFETY MEETINGS
• SAFETY MEETINGS WALL BE CONDUCTED AT THE BEGINNING OF EVERY NEW JOB TO
REVIEW THE WORK PROCESSES AND ASSESS SAFETY REQUIREMENTS NEEDED TO
PERFORM THE WORK SAFELY. ALL COMPANY EMPLOYEES THAT PALL PERFORM WORK
ON SITE 1WLL ATTEND THIS MEETING.
• SITE SAFETY MEETINGS WILL BE CONDUCTED EVERY MONDAY MORNING BEFORE WORK
BEGINS. MEETINGS WILL BE A "TOOL BOX" TYPE MEETING AND RELEVANT SAFETY
CONCERNS WALL BE DISCUSSED. THE SUPERVISOR CONDUCTING THE MEETING WILL
IDENTIFY THE SUBJECT ITEMS DISCUSSED AND ATTENDEES IN A WRITTEN RECORD TO
BE MAINTAINED BY THE COMPANY.
SITE INSPECTIONS
THE BEST WAY OF PREVENTING ACCIDENTS IS TO IDENTIFY POSSIBLE SOURCES THAT MAY
CAUSE THEN ON THE JOB SITE. CONSTRUCTION PROCESSES ARE VERY FLUID AND
CONDITIONS CHANGE ON JOB SITES FROM MINUTE TO MINUTE. ALSO, MANY DIFFERENT
EMPLOYEES FROM DIFFERENT TRADES ARE ON SITE THEREFORE, THE POTENTIAL FOR
DANGER CONTINUES TO GROW BIGGER. FOR THIS REASON IT IS IMPORTANT FOR ALL
EMPLOYEES TO BE ALERT TO SITUATIONS THAT MAY CAUSE ACCIDENTS AND TAKE
CORRECTIVE ACTION.
• DAILY JOB SITE INSPECTIONS MUST BE MADE BY THE SUPERVISOR TO IDENTIFY SUCH
CONDITIONS OR HAZARDS THAT REQUIRE CORRECTION OR SPECIAL ATTENTION.
• EACH EMPLOYEE IS RESPONSIBLE FOR INSPECTION OF EQUIPMENT AND TOOLS BEFORE
USE. EQUIPMENT OR TOOLS THAT REQUIRE REPAIR SHOULD BE IMMEDIATELY RED
TAGGED AND NOT USED UNTIL REPAIRED.
• BE ALERT TO ANY UNSAFE CONDITION OR WORK PRACTICE. SUCH CONDITIONS SHOULD
BE REPORTED TO THE SUPERVISOR.
•IF YOU FEEL SAFETY CONDITIONS OR PRACTICES CAN BE IMPROVED ON THE SITE,
SUGGEST THEM TO THE SUPERVISOR.
FIRST AID
IF A MEDICAL EMERGENCY OCCURS ON SITE, PROFESSIONAL MEDICAL ASSISTANCE SHOULD
BE CALLED, MEDICAL EMERGENCY PHONE NUMBERS ARE POSTED AT THE JOB SITE.
FOR MINOR INJURIES A FIRST AID KIT IS AVAILABLE ON SITE WITH NECESSARY SUPPLIES.
FIRST AID KITS ARE PROVIDED BY MANAGEMENT AT EACH PRIMARY WORK SITE. FIRST AID
KITS ARE REQUIRED ON ALL VEHICLES AND MUST BE WITHIN EASY ACCESS IN CASE OF
EMERGENCIES. FIRST AID KITS ARE TO BE INSPECTED AND UPGRADED ON A REGULAR
BASIS. FIRST AID SUPPLIES ARE TO BE REPLENISHED AS NECESSARY. IF A FIRST AID
KIT IS MISSING OR DAMAGED, CONTACT COMPANY MANAGEMENT.
HOUSEKEEPING
MAINTAIN A CLEAN JOB SITE IS A VERY IMPORTANT PART OF ACCIDENT PREVENTION.
DISORDER OF MATERIALS AND SCRAP 15 A SOURCE OF FIRES AND INJURIES TO EMPLOYEES
ON THE SITE. IT IS THE RESPONSIBILITY OF EACH EMPLOYEE TO MAINTAIN GOOD
HOUSEKEEPING IN THE WORK AREA. SOME GENERAL HOUSEKEEPING PRACTICES ARE
LISTED BELOW.
• DO NOT ALLOW WASTE DEBRIS TO ACCUMULATE.
• PLACE SCRAP MATERIALS IN CONTAINERS AS WORK PROGRESSES.
• WALKING & WORKING SURFACES SHALL BE KEPT CLEAN AND DRY
• KEEP MATERIAL NEATLY STACKED AND ORGANIZED.
• WHEN CONTAINERS ARE NOT IN USE THEY SHOULD BE SEALED.
• A GOOD HOUSEKEEPING PRACTICE REFLECTS SAFETY AWARENESS
GENERAL SAFETY RULES
• ALL INJURIES, REGARDLESS OF HOW MINOR, MUST BE REPORTED TO THE
SUPERVISOR IMMEDIATELY,
• REPORT ANY UNSAFE CONDITIONS TO THE SUPERVISOR ON SITE.
• LONG TROUSERS ARE REQUIRED TO BE WORN.
• SUBSTANTIAL LEATHERWORK TYPE BOOTS ARE REQUIRED TO BE WORN ON
JOB SITES.
• DO NOT RUN ON SITE OR JUMP FROM ELEVATIONS.
• FIGHTING AND HORSEPLAY IS PROHIBITED.
• DO NOT REMOVE GUARDS OR OTHER SAFETY DEVICES FROM TOOLS OR
EQUIPMENT.
• INSPECT POWER TOOLS AND CORDS DAILY TO INSURE THEY ARE IN SAFE
WORKING CONDITION.
• PERSONAL PROTECTIVE EQUIPMENT SHALL BE WORN AS DETERMINED BY THE
SITE SUPERVISOR.
• ALCOHOL OR NON—PRESCRIPTION DRUGS WILL NOT BE USED OR BROUGHT
ONTO THE JOBSITE.
• SAFETY HARNESSES AND LANYARDS WILL BE USED WHEN WORKING 6 FEET
OR HIGHER ON UNGUARDED SURFACES.
• A PORTABLE ABC FIRE EXTINGUISHER MUST BE IN CLOSE PROXIMITY ON SITE,
• BE ALERT TO CHANGING WEATHER CONDITIONS AND THE IMPACT IT HAS ON
THE JOB SITE.
LADDERS (SUBPART X OF 1926)
ALL EMPLOYEES MUST HAVE RECEIVED LADDER TRAINING PRIOR TO USING LADDERS
ON SITE.
• PORTABLE LADDERS/STAIRS MUST BE USED WHEN THERE IS AN ELEVATION
CHANGE OF MORE THAN 19 INCHES
• INSPECT LADDERS DAILY, AND IF DAMAGED, RED TAG AND REMOVE FROM
SERVICE,
• NO BROKEN OR MISSING RUNGS OR STEPS.
• SIDE RAILS MUST EXTEND AT LEAST 36 INCHES ABOVE LANDING AND BE
SECURED FOR EXTENSION LADDERS.
• ALWAYS POSITION LADDER ON LEVEL AND FIRM BASE.
• STEPLADDERS MUST HAVE LOCKING SPREADER BARS.
• NEVER USE TOP TWO STEPS OF A STEPLADDER.
• DO NOT USE METAL LADDERS NEAR POSSIBLE ELECTRICAL HAZARDS.
• EXTENSION LADDERS MUST BE SET UP AT A 4 TO 1 RATIO.
• AREAS AROUND THE TOP AND BASE OF LADDERS MUST BE FREE OF TRIP
HAZARDS.
• REMEMBER THE 3—POINT CONTACT RULE.
FALL PROTECTION (SUBPART M OF 1926)
ALL EMPLOYEES THAT MAY BE SUBJECT TO FALL HAZARDS MUST BE TRAINED.
• EMPLOYEES HAVE RECEIVED COMPLETE FALL PROTECTION TRAINING.
• ENSURE STRUCTURAL INTEGRITY OF WORKING AND WALKING SURFACES HAVE
ADEQUATE STRENGTH.
• WHENEVER WORKER IS GREATER THAN 6 FEET ADEQUATE MEANS OF FALL
PROTECTION MUST BE PROVIDED. UNLESS THERE ARE OTHER MEANS OF
MEETING OSHA'S REQUIREMENTS NORMALLY IN RESIDENTIAL APPLICATIONS.
• ALL INDIVIDUALS UNDERSTAND THE LIMITATION OF FALL PROTECTION
EQUIPMENT.
• EMPLOYEES MUST BE KNOWLEDGEABLE OF LIFELINES, HARNESSES, LANYARDS
AND ANCHORAGE POINTS.
• EMPLOYEES UNDERSTAND THE NEED AND REQUIREMENTS OF A COMPONENT
PERSON.
• FLOOR HOLE COVERS MUST BE CAPABLE OF SUPPORTING TWICE THE
EXPECTED LOAD, SECURED AND MARKED.
SCAFFOLDING (SUBPART L OF 1926)
ALL EMPLOYEES WHO PERFORM WORK ON A SCAFFOLD MUST RECEIVE TRAINING FROM A
QUALIFIED PERSON.
• MUST BE ASSEMBLED, USED AND DISASSEMBLED UNDER THE SUPERVISION OF A COMPONENT
PERSON.
• ALWAYS USE SOLID PLANKING.
• GUARDRAIL, MID—RAIL AND TOE BOARD WHEN GREATER THAN 10 FEET IN HEIGHT.
• SCAFFOLD PLANKS MUST BE IN GOOD CONDITION, AND CAPABLE OF 4 TIMES THE INTENDED
LOAD.
• ALL FRAME SCAFFOLD MUST BE PROPERLY BRACED, LEVELED, TIED INTO STRUCTURE IF
GREATER THAT 14 FEET.
• NEVER STAND ON BUCKETS, CANS, OR SIMILAR OBJECTS TO REACH A HIGHER LEVEL.
• SCAFFOLD TAGS SHOULD ALWAYS BE ON SCAFFOLD TO INDICATE CONDITION:
ELECTRICAL SAFETY (SUBPART K OF 1926)
ALL TEMPORARY ELECTRICAL PANELS ON THE JOB SITE WILL BE PROTECTED BY A
GROUND—FAULT CIRCUIT INTERRUPTER SYSTEM (GFCI).
• ALL ELECTRICAL TOOLS AND EQUIPMENT MUST BE EQUIPPED WITH A GROUNDING CONDUCTOR
OR BE DOUBLE INSULATED.
• POWER CORDS WITH ANY DAMAGED OUTER INSULATION; DAMAGED/MISSING GROUNDING PIN
OR INSULATION PULLED AWAY FROM CONNECTOR WILL BE REMOVED FROM JOB SITE.
• DO NOT SPLICE ELECTRICAL EXTENSION CORDS.
• ANY ELECTRICAL HAZARD OBSERVED ON SITE SHOULD BE REPORTED TO THE SUPERVISOR.
• ANY OPEN CIRCUITS IN PANEL BOXES MUST BE EFFECTIVELY CLOSED.
• ALL CIRCUITS SHOULD BE LABELED TO INDICATE THEIR PURPOSE.
• ROMEX CABLE CANNOT BE USED AS AN EXTENSION CORD.
• ALL ELECTRICAL SWITCHES MUST BE PROVIDED WITH A PROTECTIVE COVER.
HAND AND PORTABLE POWER TOOLS (SUBPART I OF 1926)
A VARIETY OF DIFFERENT POWER TOOLS ARE USED ON A JOB SITE FROM ELECTRICAL, PNEUMATIC,
GAS AND POWDER TOOLS.
EMPLOYEES MUST HAVE RECEIVED TRAINING IN THE PROPER USE OF POWER TOOLS THEY ARE
EXPECTED TO OPERATE.
GENERAL:
•INSPECT YOUR TOOLS DAILY TO ENSURE THEY ARE IN SERVICEABLE AND SAFE CONDITION,
DO NOT USE DAMAGED OR DEFECTIVE TOOLS.
• INSURE ALL REQUIRED GUARDS ARE IN PLACE AND IN SERVICEABLE CONDITION.
• NEVER LIFT OR LOWER TOOL WITH CORD.
• USE THE PROPER PERSONAL PROTECTIVE EQUIPMENT.
ELECTRICAL TOOLS:
•INSURE THE POWER CORD OUTER INSULATION IS NOT DAMAGED OR SPLICED.
• TOOL MUST BE DOUBLE INSULATED OR HAVE A SEPARATE GROUNDING CONNECTOR.
PNEUMATIC TOOLS:
• EXCESS FLOW VALVE MUST BE INSTALLED AT THE MANIFOLD OUTLET OF EACH SUPPLY LINE
FOR HAND—HELD TOOLS.
• PNEUMATIC HOSE CONNECTIONS MUST BE FASTENED SECURELY WITH A LOCKING PIN.
• SAFETY CLIPS OR RETAINERS MUST BE ON ALL PNEUMATIC TOOLS TO PREVENT ACCIDENTAL
DISCONNECTION.
FUEL POWERED:
• MOTORS MUST BE SHUT DOWN WHILE BEING REFUELED.
• SMOKING IS PROHIBITED DURING REFUELING OPERATIONS.
• BE AWARE OF CARBON MONOXIDE EXHAUST; DO NOT OPERATE IN CONFINED SPACES,
POWDER ACTUATED TOOLS:
• TOOL OPERATOR MUST OF RECEIVED TRAINING FROM MANUFACTURER'S REPRESENTATIVE AND
HAVE A CERTIFICATION CARD FROM THE REPRESENTATIVE THAT INDICATES HE/SHE HAS
RECEIVED TRAINING IN TOOL USE.
• EYE PROTECTION IS REQUIRED WHEN USING POWDER—ACTUATED TOOLS.
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NEW SITE BUILD
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VZW SITE ID # 309120
FUZE PROJECT ID # 246603
422 CHURCH STREET
GRAPEVINE, TX. 75051
ALLPRO
CONSULTING GROUP, INC.
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GENERAL NOTES
SHEET NUMBER
SP -3
NOTE:
LINES SHOWN DO NOT
REPRESENT THE EXACT
LOCATION OF THE CONDUIT
RUNS CONTRACTOR TO
VERIFY SERVICE LOCATIONS
WITH ACTUAL FIELD
NOTE:
ALL CONDUIT/FIBER
LENGTHS/SIZES ARE TO BE
NOTE:
SITE DESIGN IS BASED ON SITEWALK BY ALLPRO
CONSULTING GROUP, INC. ACGIN 17-4184 DATED
08/09/17. SITE LAYOUT BASED ON SURVEY BY WEBB
SURVEYING, INC. KRW JOB NO: 217-058 DATED
08/24/17 NO RECENT SITE VISIT WAS PERFORMED BY
ALLPRO CONSULTING GROUP, INC. IF THE SITE LAYOUT
HAS CHANGED PLEASE PROVIDE THE UPDATED SITE
LAYOUT FOR A REDESIGN.
SITE PHOTOGRAPH -
SCALE: NTS
EW
NOTE:
PENDING UTILITY WALK
7
NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309820
FUZE PROJECT ID#2466®3
422 CHURCH STREET
GRAPEVINE, TX. 75051
ALLPRO
CONSULTING GROUP, INC.
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SITE PHOTOGRAPHS
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CHURCH
BUILDING
NOTE:
CONTRACTOR SHALL RESTORE AND REPAIR ANY
DAMAGED AREAS CAUSED BY CONSTRUCTION TO
ORIGINAL OR BETTER CONDITION
NOTE:
DURING CONSTRUCTION CONTRACTOR TO MAINTAIN
AN ORANGE FENCE PERIMETER AROUND THE SITE
AT ALL TIMES FOLLOWING CLOSE OF EVERY
BUSINESS DAY
NOTE:
SITE DESIGN IS BASED ON SITEWALK BY ALLPRO
CONSULTING GROUP, INC. ACGI# 17-4184 DATED
08/09/17. SITE LAYOUT BASED ON SURVEY BY WEBB
SURVEYING, INC. KRW JOB NO: 217-058 DATED
08/24/17 NO RECENT SITE VISIT WAS PERFORMED BY
ALLPRO CONSULTING GROUP, INC. IF THE SITE LAYOUT
HAS CHANGED PLEASE PROVIDE THE UPDATED SITE
LAYOUT FOR A REDESIGN.
(N) LESSEE'S ANTENNAS
MOUNTED AT 75'-6 1/2"
INSIDE NEW STEEPLE •�
CHURCH
LT
(N) CHURCH STEEPLE
(REFERENCE CAMPBELLSVILLE INDUSTRIES INC,
SHOP DRAWINGS JOB# 125678 DATED 12/13/17
REV. DATED 06/04/18)
(N)
LESSEE'S (NR LESSEE'S ROOFTOP
18'X12' EQUI MENT ON PLATFORN—I
ROOFTOP LJ
LEASE AREA (N) LADDER W/CAGE
;FOR ROOFTOP ACCESS
J
T
0
I
N
24'-0" ACCESS/UTILITY
EASEMENT
24'-0- ACCESS/UTILITY
EASEMENT
0
1
N
(E) PARKING
(N) FIBER CONDUIT
FROM R.O.W. TO
EQUIPMENT ON
STRUCTURAL REVIEW NOTE:
AN ANALYSIS OF THE STEEPLE OR STRUCTURE
HAS BEEN PERFORMED BY ALLPRO CONSULTING
GROUP, INC. WITH ACGI # 18-2354, DATED
08/03/18. THE ANTENNAS SHOWN ON THIS PLAN
ARE FOR REFERENCE ONLY AND THE HEIGHT,
LOCATION, AND MOUNTING SHOWN IN THE
STRUCTURAL ANALYSIS SHOULD SUPERSEDE
THESE DRAWINGS.
i
I
(P) HH LOCATION
10'-0" UTILITY
EASEMENT (2,919 SF)
(0.0670 AC)
(E) PARKING
\ CI
N
24'-0'- ACCESS/UTILITY
EASEMENT
n`I /OVERALL SITE PLAN e
SCALE: 1" = 40'-0" NORTH
J
m
0' - TRUE NORTH
/AZ=40'
ALPHA
SECTOR
GAMMA BETA
AZ -270' SECTOR SECTOR
AZ -140•
ANTENNA ORIENTATION
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NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309120
FUZE PROJECT ID # 246683
422 CHURCH STREET
GRAPEVINE, TTL 75051
TARRANT COUNTY
ALLPRO
CONSULTING GROUP, INC.
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SHEET NAME
OVERALL
SITE PLAN
SHEET NUMBER
C-1
(E) ROOF TOP 7
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0
NOTE:
REFER TO STRUCTURAL
DESIGN BY ALLPRO
CONSULTING GROUP ACGI#
17-5721 DATED 11/10/17
FOR APPROXIMATE
PLACEMENT OF ELEVATED
PLATFORM.
(N) (6) LESSEE'S ANTENNAS (MODEL#
NHH-658-R28) MOUNTED AT 75'-6 1/2'
INSIDE NEW STEEPLE
ON (N) (3) OSAMNT-1-2
(SIDE BY SIDE ANTENNA BRACKETS)
(1 PER SECTOR)
(N) LESSEE'S (6) RRHS &
(1) OVPS (REFERENCE
LATEST ANTENNA DESIGN)
MOUNTED ON (N) WORKING
PLATFORM INSIDE STEEPLE
BASE
(N) LESSEE'S ROOFTOP
10'X16' ELEVATED PLATFORM
WITH SCREEN WALL DESIGN
(REFER TO STRUCTURAL
DESIGN BY ALLPRO
CONSULTING GROUP ACGI#
17-5721 DATED 11/10/17)
(N)
LESSEE'S
18'X12'
ROOFTOP
LEASE AREA
(N) LESSEE'S
GPS ANTENNA
(N) LESSEE'S
H -FRAME
(N) LESSEE'S
EQUIPMENT Itl
ON PLATFORM
REFER TO
VZW LATEST
STANDARDS \
FOR CABINET
TYPE/QUANTITY
(N) LESSEE'S SCREEN WALL
(REFERENCE STEALTH
JOB# VZ17-O1323H-OORO)
DATED 10/27/17
ENLARGED SITE PLAN/GEN.
SCALE- 31,12" = 1'-O"
AZ -1
(E) ROOF TOP 7
(N) CHURCH STEEPLE
(REFERENCE CAMPBELLSVLLE -INDUSTRIES INC.
SHOP DRAWINGS JOB# 125678 DATED 12/13/17
REV. DATED 06/04/18)
(N) LADDER
W/CAGE
FOR ROOFTOP
ACCESS
OUTDOOR
MECHANICAL
J
(N) 3" GENERATOR
CONDUIT (VERIFIED BY
OTHERS) FROM PLUG
TO EQUIPMENT ON 2nd
LEVEL ROOFTOP
(P) GENERATOR PLUG
(GROUND LEVEL)
(EXACT LOCATION IS
TO BE FIELD
VERIFIED.)
STRUCTURAL REVIEW NOTE:
AN ANALYSIS OF THE STEEPLE OR STRUCTURE
HAS BEEN PERFORMED BY ALLPRO CONSULTING
GROUP, INC. WITH ACGI # 18-2354, DATED
08/03/18, THE ANTENNAS SHOWN ON THIS PLAN
ARE FOR REFERENCE ONLY AND THE HEIGHT,
LOCATION, AND MOUNTING SHOWN IN THE
STRUCTURAL ANALYSIS SHOULD SUPERSEDE
THESE DRAW9NGS.
NOTE 1:
THE CONTRACTOR WILL, UPON BECOMING AWARE
OF SUBSURFACE OR LATENT PHYSICAL
CONDITIONS DIFFERING FROM THOSE DISCLOSED
BY THE ORIGINAL SOIL INVESTIGATION WORK,
PROMPTLY NOTIFY THE OWNER VERBALLY TO
PERMIT VERIFICATION OF THE DIFFERING
CONDITIONS, AND IN WRITING, AS TO THE NATURE
OF THE DIFFERING CONDITIONS. NO CLAIM BY THE
CONTRACTOR FOR ANY CONDITIONS DIFFERING
FROM THOSE ANTICIPATED IN THE PLANS AND
SPECIFICATIONS AND DISCLOSED BY THE SOIL
STUDIES WILL BE ALLOWED UNLESS THE
CONTRACTOR HAS SO NOTIFIED THE OWNER,
VERBALLY AND IN WRITING, AS REQUIRED ABOVE,
OF SUCH DIFFERING SUBSURFACE CONDITIONS.
NOTE 2:
ANY AREA ALTERED FROM CONSTRUCTION TO BE
RETURNED TO ITS ORIGINAL STATE.
NOTE 3:
CONTRACTOR SHALL VERIFY ALL UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION.
NOTE 4:
THE CONTRACTOR SHALL CLEAN-UP AND REMOVE
FROM THE WORK SITE ON A DAILY BASIS (OR
SOONER IF DIRECTED BY THE VERIZON WIRELESS
PROJECT MANAGER) ALL RUBBISH AND
CONSTRUCTION DEBRIS, RESULTING FROM HIS OWN
WORK. THE CONTRACTOR SHALL SUPPLY A
DUMPSTER OR SIMILAR TRASH STORAGE/REMOVAL
DEVICE AT JOBSITES WHERE CONSTRUCTION
DEBRIS OR GARBAGE IS GENERATED.
NOTE:
THE LATEST ANTENNA DESIGN IS TO BE
REFERENCED PRIOR TO TOWER WORK TO VERIFY
THE LATEST EQUIPMENT IS ACCOUNTED FOR.
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NEW SITE BUILD
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VZW SITE ID # 3091120
FUZE PROJECT ID # 246683
422 CHURCH STREET
GRAPEVINE, TX. 75051
TARRANT COUNTY
1 0' - TRUE NORTH T..
/AZ=40'
ALPHA
SECTOR
If GAMMA BETA
AZ=270' SECTOR SECTOR
=140'
ANTENNA ORIENTATION
ALLRP 0
CONSULTING GROUP, INC.
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SHEET NAME
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SITE PLAN
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REFERENCE ONLY
WALL CONSTRUCTION
USE
HOLLOW
3/8.0 TOGGLE BOLT
HOLLOW, AT STUD
3/8'0 LAG SCREW
CONCRETE BLOCK
(HOLLOW)
3/8"0 HAS THREADED ROD W/
A ACHEDAPPROTO
EQUAL ATTACHED 70
HILTI HIT HY-70 W/ SCREEN, MIN.
NOTE CEILING W/ HILTI ANCHORS
EMBEDMENT 3 3Z8'
CONCRETE (SOLID)
3/8"0 HAS THREADED ROD W/
HILTI HIT HY-200, MIN.
EMBEDMENT 3 3/8"
BRICK (MULTI WYTHE
3/8"0 HAS THREADED ROD W/
OR CAVITY WALL)
HILTI HIT HY-70 W/ SCREEN, MIN
EMBEDMENT 6"
OCOAX CABLE �\
O2 INNERDUCT CLAMP "UNISTRUT"
PART # 3"- P1119 2"- P1117 1"- P1113
1 1/2"- P1115 1 1/4"- P1114
UEXISTING WALL ASSEMBLY
OVERTICAL "UNISTRUT" P1000 'T' SERIES LENGTH
BASED ON NUMBER OF CONDUIT TO BE MOUNTED
COAX SUPPORT WALL MOUNT
J / SCALED N(N4F
CABLE (ATTACH CABLE TO
CABLE TRAY WITH
CABLE TIES, 6' O.C.)
#6 GREEN STRANDED COPPER
WITH 2 -HOLE LUG BONDING JUMPER
SPLICE PLATE
NOTE:
USE STANDARD STAINLESS STEEL HARDWARE FOR
WALL MOUNT AND CONNECTION OF CHANNELS
SPACE UNITS O 4'-0" ON CENTER
12 GA STEEL COVER.
FASTEN TO CABLE TRAY
PER MANUFACTURER'S SPECIFICATIONS.
PRE -PVC MEDIUM DUTY
CABLE TRAY WITH 9" RUNG SPACING.
FASTEN TO SLEEPERS 'NTH HOLD DOWN
CLAMPS AND 3/8"X1 1/2" GALV LAG SCREWS
4"X4" SLEEPERS.
4' O.C. AND AT ALL COAX BRIDGE
JOINTS. 6" LONGER THAN WIDTH OF
CABLE TRAY
ROOF PAD ADHERE TO
SLEEPERS (NOT TO ROOF MEMBRANE)
TYPICAL CABLE TRAY
SCALE: NTS
NOTE
FOR REFERENCE ONLY
EXACT CABLE TRAY SIZE (DIMENSIONS) IS
TO BE FIELD VERIFIED BY THE GC
EXISTING CONCRETE
SLAB
`—CONDUITS ATTACHED
WITH SNAP -IN
LHANGERS
(TYP,)
PROPOSED UNISTRUT
PIOOIEGUA
A ACHEDAPPROTO
EQUAL ATTACHED 70
ON
NOTE CEILING W/ HILTI ANCHORS
°^
FOR REFERENCE ONLY
za
x
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CONDUIT HANGER DETAIL
05
(VERTICAL OR HORIZONTAL)
>SCALE:
N.T.S
z
3`
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a
CONTRACTOR SHALL GPS ANTENNA
a
PROVIDE AND INSTALL
ALL CPS COMPONENTS. SET SCREW
NEW SITE BUILD
#2 AWG GROUNDING 1-1/4" GALVANIZED
NORTH DOOLEY
JUMPER CONDUIT
VZW SITE ID # 309020
STANDARD U -BOLT 43/8"-16 X CADWELD
FUZE PROJECT ID#2466®3
3" LG FOR 3-1/2" DIA. PIPE
422 CHURCH STEET
7561
(TYP OF 2)
GRAPEVINE, TX.
TARRANT COUNTY
N
CONNECTOR�
GROUNDING KIT
L L P R O
CONSULTING GROUP, INC.
BYIf LY 1Y . ALLN. NfRE3
$IIXE J.00, GALLAS, T%i5313
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GIRM REGISiRAipN Y ae13
#6 AWG GROUNDING[\\\\—(N) POST
JUMPER CADWELD TO
GROUND BAR
1/2" LDF4-50A 12" MIN.
BENDING RADIUS
TO GROUND BAR
1/2" COAX
CONNECTORS
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CHIY(J ZHANG
328187
TO RADIO N
EOUIPMENT NOTE
FOR REFERENCE ONLY SHEET NAME
N -MALE CONNECTOR SITE DETAILS
CPS SURGE ARRESTOR
GPS ANTENNA SHEET NUMBER
1 SCALE: NTS 3
AGL
TOP OF STEEPLE
ti15'-6" AGI.
(N) (6) LESSEE'S ANTENNAS (MODEL#
NHH-658-R2B) MOUNTED AT 75'-6 1/2"
INSIDE NEW STEEPLE
ON (N) (3) BSAMNT-1-2
(SIDE BY SIDE ANTENNA BRACKETS) (1 PER
SECTOR)
(N) CHURCH STEEPLE
(REFERENCE CAMPBELLSVILLE INDUSTRIES INC.
SHOP DRAWINGS JOB# 125678 DATED 12/13/17
REV. DATED 06/04/18)
NOTE:
THE LATEST ANTENNA DESIGN IS TO BE
REFERENCED PRIOR TO EQUIPMENT INSTALLATION.
(N) LESSEE'S ANTENNA r
CENTERLINE _
75'-6 1/2" AGL
� (N) WORKING PLATFORM
INSIDE STEEPLE BASE
(N) LESSEE'S (6) RRHs & - (REFER TO STRUCTURAL
(1) OVPs (REFERENCE DESIGN BY ALLPRO
LATEST ANTENNA DESIGN) CONSULTING GROUP ACGI#
MOUNTED ON (N) WORKING 17-5902 DATED 07/09/18)
(Nj PLATFORM INSIDE STEEPLE
LESSEE'S BASE
18'X /
ROOFTOP
/
LEASE AREA
(N) LESSEE'S SCREEN WALL
(REFERENCE STEALTH
JOB# VZ17-01323H-OORO)
DATED 10/27/17
\\
(N) LESSEE'S ROOFTOP
10'X16' ELEVATED PLATFORM
WITH SCREEN WALL DESIGN
(REFER TO STRUCTURAL -
DESIGN BY ALLPRO
CONSULTING GROUP ACGI#J -
17-5721 DATED 11/10/17)0/17)
I-jkTOP OF MASONRY
!I5'-9"
n BUILDING ELEVATION
STRUCTURAL REVIEW NOTE:
AN ANALYSIS OF THE STEEPLE OR STRUCTURE
,
s
HAS BEEN PERFORMED BY ALLPRO CONSULTING
a
W
GROUP, INC. WITH ACGI # 18-2354, DATED
08/03/18. THE ANTENNAS SHOWN ON THIS PLAN
-
ARE FOR REFERENCE ONLY AND THE HEIGHT,
a p
LOCATION, AND MOUNTING SHOWN IN THE
�_
STRUCTURAL ANALYSIS SHOULD SUPERSEDE
-
THESE DRAWnNGS.
LATITUDE: 32' 50' 23,6700" N
LONGITUDE: 97' 01' 14.7501" W
ELEVATION: 505.4' AMSL
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VZW SITE ID # 309120
FUZE PROJECT ID # 2466613
422 CHURCH STREET
GRAPEVINE, TX. 75051
TARRANT COUNTY
ALLPRO
CONSULTING GROUP, INC.
.1 LVNOON BJONNSpJ FHEEWAY
SVNE]VJ DALLAS T 75N
PHONE' M-231.OM
FN. 856.9648976
W WW KLPROGGI fAM
FIPMR GISrt MN 48242
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28187 .a
BUILDING ELEVATION I
A-1
i
WORKING PLATFORM
' I SCALE: NTS
STRUCTURAL REVIEW NOTE:
AN ANALYSIS OF THE STEEPLE OR STRUCTURE
HAS BEEN PERFORMED BY ALLPRO CONSULTING
GROUP, INC. WITH ACGI # 18-2354, DATED
08/03/18. THE ANTENNAS SHOWN ON THIS PLAN
ARE FOR REFERENCE ONLY AND THE HEIGHT,
LOCATION, AND MOUNTING SHOWN IN THE
STRUCTURAL ANALYSIS SHOULD SUPERSEDE
THESE DRAWINGS.
NOTE:
PROPOSED ANTENNA PLACEMENT LOCATION TO BE
FIELD VERIFIED BY GENERAL CONTRACTOR PRIOR TO
CONSTRUCTION TO AVOID ANY INTERFERENCE OR
SHADOWING OF EXISTING ANTENNAS. IF
INTERFERENCE OR SHADOWING OF EXISTING
ANTENNAS IS DISCOVERED DURING FIELD
VERIFICATION. PLEASE CONTACT ALLPRO
CONSULTING GROUP INC. FOR DESIGN REVISION
PRIOR TO ANY NEW ANTENNA INSTALLATION,
(N) WORKING PLATFORM
INSIDE STEEPLE BASE
(REFER TO STRUCTURAL
DESIGN BY ALLPRO
CONSULTING GROUP ACGI#
17-5902 DATED 07/09/18)
(N) (36) 1/2" JUMPERS
RUN ON CABLE
TRAY/LADDER TO
ANTENNAS
(LOCATION/ROUTE
VERIFIED BY OTHERS)
(N) LESSEE'S (6) RRHS &
(1) OVPS MOUNTED ON
(N) WORKING PLATFORM
INSIDE STEEPLE BASE
(GC TO VERIFY LOCATION)
(N) (3) BSAUNT-1-2
(SIDE BY SIDE ANTENNA BRACKETS)
(I PER SECTOR)
(N) (6) LESSEE'S ANTENNAS (MODEL#
NHH-65B-R28) (2) PER SECTOR
NOTE:
THE LATEST ANTENNA DESIGN IS TO BE
REFERENCED PRIOR TO INSTALLATION.
CABLE NOTE:
CONTRACTOR TO VERIFY VERIZON
WIRELESS MARKET STANDARD &
LENGTHS PRIOR TO ORDERING COAX
OR HYBRIFLEX CABLE
AZ -40'
%=l
NOTE:
CONTRACTOR TO VERIFY VERIZON
ANTENNA PLACEMENT.
(N) CHURCH STEEPLE
(REFERENCE CAMPBELLSVILLE
INDUSTRIES IN" SHOP DRAIAIIING.R
JOB# 125678 DATED 12/13/17
REV. DATED 06/04/18)
PROPOSED
ORIENTATION PLAN NORT
2 SCALE: NTS
NOTES
1, VERIFY EACH CABLE LENGTH, DIAMETER ROUTING, AND
ALL MOUNTING APPURTENANCES WITH OWNER PRIOR TO
ORDER,
2, THE MAXIMUM CABLE LENGTH HAS BEEN
ESTIMATED WITH A CORRESPONDING CABLE DIAMETER.
THIS CABLE LENGTH IS APPROXIMATE, AND IS NOT
FOR CONSTRUCTION, ACTUAL ANTENNA CABLE
LENGTHS VARY FROM ESTIMATED MAXIMUM LENGTH
AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR
TO ORDERING,
3. TAG ALL HYBRIFLEX CABLES AT FOLLOWING
LOCATIONS:
A. TOP OF TOWER AT ANTENNAS
B. NEAR EQUIPMENT
4. EACH CABLE SHALL BE SUPPORTED WITH HOISTING
GRIP HUNG FROM A J -HOOK AT TOP & MID -POINT
OF TOWER,
5. EACH CABLE SHALL BE GROUNDED AT THREE
LOCATIONS: ANTENNA, TOWER BASE AND/OR
NEAR EQUIPMENT,
6- CABLES TO BE SUPPORTED EVERY 3'-0" WITH
STAINLESS STEEL HANGERS, (TYPICAL FOR
HORIZONTAL RUN).
7• JUMPERS TO BE SUPPORTED EVERY 18" MATH STAINLESS
STEEL HANGERS. (VERTICAL RUNS AND WHERE APPLICABLE)
8. ANTENNA CONTRACTOR IS RESPONSIBLE FOR
FABRICATING ENCLOSURE JUMPERS,
9. CONTRACTOR SHALL VERIFY ANTENNA TYPE AND AZIMUTH
WITH CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION.
10. CONTRACTOR TO VERIFY WITH VERIZON WIRELESS MARKET
STANDARD & LENGTH PRIOR TO ORDERING HYBRIFLEX.
W
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NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309D20
FUZE PROJECT ID # 2466633
422 CHURCH STREET
GRAPEVINE, TX. 75051
TARRANT COUNTY
ALLPRO
CONSULTING GROUP, INC.
941 LYNVON a JOlNSON FFEEw
::VIIE 3b,.4LLP5, i% ll.d
PHONE.9]D331bB93
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128187 .e
SHEET NAME
ANTENNA INSTALLAION
DETAILS
SHEET NUMBER
A-2
IToo 327MI Bracket
dw 4r mom 1 h" to goo iw
— 3oftorn 627281 Bracket
2 Antennas Mounted By 627281 Bracket
Side -By -side Mounting Kit
BSAMNT-SBS-'1-2
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VZW SITE ID # 309120
FUZE PROJECT ID W 246883
422 CHURCH STREET
GRAPEVINE, TX 15051
dw 4r mom 1 h" to goo iw
— 3oftorn 627281 Bracket
2 Antennas Mounted By 627281 Bracket
Side -By -side Mounting Kit
BSAMNT-SBS-'1-2
Mount Brackets
Antenna Mounting Plate.
Do not remove, loosen, or adjust
the antenna mounting plate (s).
Brackets
NOTE:
FOR REFERENCE 0
MOUNT RENEW BY
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NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309120
FUZE PROJECT ID W 246883
422 CHURCH STREET
GRAPEVINE, TX 15051
TARRANT COUNTY
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,
Mount Brackets
Antenna Mounting Plate.
Do not remove, loosen, or adjust
the antenna mounting plate (s).
Brackets
NOTE:
FOR REFERENCE 0
MOUNT RENEW BY
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NORTH DOOLEY
VZW SITE ID # 309120
FUZE PROJECT ID W 246883
422 CHURCH STREET
GRAPEVINE, TX 15051
TARRANT COUNTY
ALLPRO
CONSULTING GROUP, INC.
YAI LYNIXMd BJdINS.'�FIFPEEWRY
9NTc
PHCNE:T'[¢d1N V2LL 1 -UO
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128187
SHEET NAME
BSAMNT-SBS-1-2
DETAILS
SHEET NUMBER
A -2(A)
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AiSc�JeD
Product narne AiS< we D�al RRH ATAR 95113 320W, AROCC 47434 IA
s
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Supported Frequenc. es -,us 3GPP Bands 2 and 61 a
supporta Frequency bands WP Barak 5 And 13
- .. ..
_.. _
Frecpuerwes -. - Sand 2: RX 1850 MHz- 1910 MHz, TX 1930 MHz -1490 Ric>
Fretuerues Band 5:' Rx 824 HHz- 849 HHz, TX 859 - 894 MHz
s
rc
geld 66a.Rx 1710114P4-17 So MHZ,TX 2110 ft-2180NIHZ..
Sand T3: AX 777 MHz -707 MHz. TX ESS MHz -156 MR2
..
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.. Number of TX qX Pats vs f xft - Band 2, 4T' u -Band 66,1
Humber of TIG R7, pore 4T4
-Full
Instantaneous Sandwidth +BW _ .FLA Send _
instanweous San"idth im Band
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m
Occupied Bandwidth OBW Full band... .. _ . ..
Occupied Sandwidth OESW FuA &arid
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Output Power 40W Per TS
Output Power 40W per hard. SOW par TX
_ V Powr sharing mdda uptm 665 gbdal , SPAT L621: 32M �,r P
.
Supply Voltage r woitape carp OC.4$ V e -3614 to -6o VV _ -.
Suv*'Jofbage i mitre Rarge DC46 V / -36V to -W
_
Typical Power Corlsutnption 688W rrMI 24h Arg- 4x2CW Per band. 40w per Tx party
Tywca! tower E;arNginaP}+on 668 W {ET5124h Aag- 84t7 mode!
,antenna Ports s pars, 43 � 10+
Antenna Bets B Ports, 43-1A.
_.
00ti01 Ports ... _ ... 2 x CPAI9 $ Mpg ..
ooa .° Loma 2 a CPRI 9.8 Cops
.. _ _.
.. _ _ ... .... _.
:.LD Control Metfaces Ai5G3.0 frrn+s Ant 1,2,3.4 an d RET
0 o 0
ALD Control lntariic4_ k%3_0 from An u'5,7 and frr
tPowerSuppIy ANTI and 4NT31
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(Power 9upoy ArAl and Ants}
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other Inteexes FAM11 T51 Maim M 04-2E SeriW Connector 14 inputs, I Outtptttl...
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DC Circular' PorCr Connact4r
IX Cmcutar polder Connector
Ta�^Peratur2Range -40'C to 55'C twith no soler' load)
- ..op"t"Temoeratura
Operations
eraGanga -40'C :a 55°C tr th no alar 10611D"erslors
.
(mMI SW a. 30a 1139 (without mountrtg Cowm)
-rien,sicms Imrvrl _ 5E9 z 308, 1 B1 Iwitinout mounting corers)
Height x nietr , dem,
< 32 ..
-
volume lateral _ - - 33 -
;te-gFtBret <36
_ . _
Wzight lib+. -58
;'Igre55 protection cisas IP65
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ingress protection class - M65
Installation OpGCrN BJH, tHat; Book n'piPit VBrt Ca% waiVOde, Homtortw` wall _ _.
mstauati Options Pole, Wall So.i r'o..=C'Jertical war •Pete. Horizontal wee.
Surge Px Aectw CI355 SK4
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Surge protection Mass 6 SAA
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REMOTE RADIO HEAD (RRH)
REMOTE RADIO HEAD (RRH)
NEW SITE BUILD
'� I SCALE: N. T.S
` J / scALe N Ts.
NORTH DOOLEY
VZW SITE ID # 309020
NOTE:
FUZE PROJECT ID k 2466853
THE LATEST ANTENNA DESIGN IS TO BE
422 CHURCH STREET
REFERENCED PRIOR TO TOWER WORK TO VERIFY
GRAPEVINE, TX. 75051
THE LATEST EOUIPMENT IS ACCOUNTED FOR.
TARRANT COUNTY
I[ 11
�LLPo
CONSULTING GROUP, INC.
9RI LYNM B JOHNSON FREEWAY
suM ZJ1 ..Iu rx 11141
PHONE:9i12A18083
FPLS88361b]l6
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WWNXLFRCCGICOM
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FIRM PEOISTMTION pS:1}
"
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Depth 320.04 mm { 12.60 to
Height 749.34 mm I 29.50 in j•a
„�-�\,\
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-
Width 419.10 mm 1 16.50 in :.` �} ;.
r�*,OF re
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Weight 14.51 kg I 32M lb
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.. 28187
or/oe/19
SHEET NAME
EQUIPMENT DETALS
REMOTE RADIO HEAD (RRH)
12-OVP DETAIL
SHEET NUMBER
L I SCALE: N.T.S.
I I ) SCALE: N.T,S.
A-3
PENETRATION NOTE:
CONTRACTOR TO X-RAY FLOORS,
WALLS, OR CEILING FOR LOCATION OF
(E) POST TENSION REBAR SPACING
PRIOR TO DRILLING ANY PENETRATIONS
F A
SECTION A -A
U.L. SYSTEM NO. C -AJ -1150
CONDUIT THROUGH BEARING WALL SIMILAR TO U,L. DESIGN NO. U902
F RATING - 3 -HR,
T RATING a 0 -HR.
1. FLOOR OR WALL ASSEMBLY -- MINIMUM 4-1/2" THICK REINFORCED
LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY
ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS •. MAX
DIAMETER OF OPENING IS 8",
SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE
DIRECTORY FOR NAMES OF MANUFACTURERS.
2. THROUGH PENETRATIONS -- ONE METALLIC PIPE OR CONDUIT TO BE
INSTALLED WITHIN THE FIRESTOP SYSTEM, PIPE OR CONDUIT TO BE RIGIDLY
SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY, THE ANNULAR
SPACE SHALL BE MINIMUM 0". (PONT CONTACT) TO MAXIMUM 1-3/8". THE
FOLLONNG TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE
USED:
A. STEEL PIPE -- NOMINAL 6" DIAMETER (OR SMALLER) SCHEDULE 40
(OR HEAVER) STEEL PIPE,
B. IRON PIPE -- NOMINAL 6' DIAMETER (OR SMALLER) CAST OR
DUCTILE IRON PIPE.
C. CONDUIT -- NOMINAL 4" DIAMETER (OR SMALLER) STEEL
ELECTRICAL METALLIC TUBING OR NOMINAL 6" DIAMETER (OR SMALLER)
STEEL CONDUIT.
3. PACKING MATERIAL -- MINIMUM 4" THICKNESS OF MIN 4.0 PCF MINERAL
WOOL BATTING INSULATION FIRMLY PACKED INTO OPENING AS A
PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP
SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REWIRED TO
ACCOMMODATE THE REWIRED THICKNESS OF FILL MATERIAL.
4. FILL, VOD, OR CAVITY MATERIAL' -- SEALANT -- MINIMUM 1/4'
THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH
TOP SURFACE OF FLOOR AND WITH BOTH SURFACES OF WALL. AT THE
POINT CONTACT LOCATION BETWEEN PIPE AND CONCRETE, A MINIMUM 1/2"
DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE
CONCRETE/PIPE INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH
SURFACES OF WALL. W RATING APPLIES ONLY WHEN CP601S OR CP604
SEALANT IS USED.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP601S, CP604,
CP606 OR FS -ONE SEALANT
-BEARING THE UL CLASSIFICATION MARK
NOTE:
IF EXISTING CONSTRUCTION VARIES
FROM THIS DETAIL, AN EWAL
3 -HOUR U.L. PENETRATION
APPROPRIATE FOR THE EXISTING
WALL TYPE SHALL BE CONSTRUCTED
CUTER WALL PENETRATION
SCALE; N.T,S.
FACE OF WALL
SURFACE
CONDUIT SLEEVES NTH
UL LISTED FIRESTOP
ASSEMBLY
PLASTIC BUSHING AT
END OF SLEEVE
NOTE:
I. CABLING FILL RATIO SHALL NOT
EXCEED UL LISTED FIRESTOP
ASSEMBLY REOUIREMENTS
CABLES
FIBER CABLES
CABLE RUNWAY, SEE
DRAWINGS FOR LOCATIONS
(CM TO FIELD VERIFY IF
NEEDED)
FIRE STOPPING AT
WALL SLEEVE/CONDUITS
`� SCALE: N.T.S.
A
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TOP NEW
%/�//ii,,.,
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PENETRATION NOTE:
CONTRACTOR TO X-RAY FLOORS,
WALLS, OR CEILING FOR LOCATION OF
(E) POST TENSION REBAR SPACING
PRIOR TO DRILLING ANY PENETRATIONS
SECTION A -A
U.L. SYSTEM NO. C -AJ -1498
METAL PIPE THROUGH CONCRETE FLOOR, WALL, OR BLOCK WALL
F RATING - 2 -HR,
T RATING = 0 -HR.
W RATING - CLASS I
1. CONCRETE FLOOR OR WALL ASSEMBLY: (2 -HR. FIRE -RATING)
A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL (MINIMUM
4-1/2" THICK).
B. ANY U.L./cU.L. CLASSIFIED CONCRETE BLOCK WALL.
2. (OPTIONAL) ANY OF THE FOLLOWING STEEL SLEEVES MAY BE USED:
A MAXIMUM 8" NOMINAL DIAMETER STEEL PIPE SLEEVE. (SCHEDULE 10 OR
HEAVER)
B. MAXIMUM 6" (MINIMUM 26 GAUGE) OR 8" (MINIMUM 24 GAUGE)
GALVANIZED STEEL SLEEVE NTH SOUARE FLANGE SPOT WELDED TO BOTTOM
OR MID -HEIGHT OF SLEEVE AND SIZED MINIMUM 2' LARGER THAN
SLEEVE DIAMETER, SLEEVE MAY EXTEND MAXIMUM 1' ABOVE TOP SURFACE
OF FLOOR, AND MAXIMUM 4' BELOW BOTTOM SURFACE OF FLOOR.
3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING:
A. MAXIMUM 8" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 GAUGE OR
HEAVER)
B. MAXIMUM 8" NOMINAL DIAMETER CAST IRON PIPE.
C. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE OR TUBING.
D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT.
E. MAXIMUM 4" NOMINAL DIAMETER EMT.
4. MINIMUM 4" THICKNESS MINERAL WOW (MINIMUM 4 PCF DENSITY) TIGHTLY
PACKED AND RECESSED TO ACCOMMODATE FIRESTOP SEALANT.
5. MINIMUM 1/4" DEPTH HIL71 CP 601S ELASTOMERIC FIRESTOP SEALANT,
6. MINIMUM 1/4" BEAD HILTI CP 6015 ELASTOMERIC FIRESTOP SEALANT AT
POINT OF CONTACT,
NOTE:
IF EXISTING CONSTRUCTION VARIES FROM THIS DETAIL, AN EOUAL 2 -HOUR
U.L. PENETRATION APPROPRIATE FOR THE EXISTING WALL TYPE SHALL BE
CONSTRUCTED
NOTES :
1, USE GROUND PENETRATING RADAR PRIOR TO CORE DRILLING. NO
CUTTING/DAMAGING OF EXISTING REBAR IS ALLOWED.
2. MAXIMUM DIAMETER OF OPENING - 8".
3. ANNULAR SPACE = MINIMUM 0", MAXIMUM 2'.
4. MINIMUM 1/4" DEPTH HILTI CP 601S ELASTOMERIC FIRESTOP SEALANT
IS REWIRED ON EACH SIDE OF A WALL ASSEMBLY.
SEE HILTI FIRESTOP INSTALLATION
MANUAL FOR ADDITIONAL INSTRUCTIONS
HILTI, INC. TULSA, OK 1-800-879-8000
FLOOR/ WALL PENETRATION
2 SCALE: N.T.S.
K N
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NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309120
FUZE PROJECT ID It 246663
422 CHURCH STREET
GRAPEVINE, TX. 75051
TARRANT COUNTY
'ALL'PR O
CONSULTING GROUP, ING.
=1 LYN BJOHNS FNEE
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PHONE: S] 314M
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128187 .,
SHEET NAME
SITE DETAILS
SHEET NUMBER
A-4
NOTE:
NOTE:
LINES SHOWN DO NOT REPRESENT THE
EXACT LOCATION OF THE CONDUIT RUNS
ALL CONDUIT/FIBER
CONTRACTOR TO VERIFY SERVICE
`�
LENGTHS SIZES ARE TO BE
FIELD VERIFIED
LOCATIONS w/ACTUAL FIELD CONDITIONS.
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NOTE:
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ALL RISERS TO BE HEAVY WALL
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(N) FIBER CONDUIT 24'-0"
ACCESS/UTILITY
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INSTALL (1) RUN OF 10'-0" UTILITY
EASEMENT (2,919 SF)
�'
2" ROLL PIPE W/MULE
TAPE (1315') (0.0670 AC)
- (CONDUIT SIZE
r� Q
v
0 24'-0" ACCESS/UTILITY
NOTE:
PENDING UTILITY WALK (P) PP TO
BE USED
I EASEMENT
PENDING UTILITY WALK
(PENDING UTILITY
BY OTHERS)
WALK)
_
PARKING
= 4
; a
H
OVERALL TELCO PLAN
NEW SITE BUILD
NORTH DOOLEY
SCALE:
1" = 30'-0" NORTH
VZW SITE ID # 309020
UTILITY VERIFICATION NOTE:
NOTE:
NOTE:
(E) BLDG.
FUZE PROJECT ID#2466613
CONTRACTOR SHALL VERIFY ALL
EXISTING BURIED AND OVERHEAD
VERIFY PROPERTY LINES, EASEMENTS AND FLOOD
ANY AREA ALTERED FROM CONSTRUCTION
ELECTRICAL
422 CHURCH STREET
GRAPEVINE, TX. 75051
USE THIS SECTION
UTILITIES PRIOR TO EXCAVATION.
ELEVATIONS WITH RPLS CERTIFIED SURVEY PRIOR
TO ANY CONSTRUCTION
TO BE RETURNED TO ITS ORIGINAL STATE.
GRASS AREA SHALL BE SEEDED AND
TARRANT COUNTY
USE THIS SECTION UNDER GRASS OR
CONTRACTOR SHALL REPAIR ALL (N) 200AMP MAINTAINED UNTIL SEEDS HAVE
UNDER PAVEMENT OR LAWN AREA
DAMAGED UTILITIES AT HIS OWN
METER LOCATION GERMINATED0.
wftnoo
VEHICLE TRAFFIC AREA
COST AND COORDINATE ANY
(GC TO FIELD
REPAIRS WITH RESPECTIVE UTILITY
VERIFY)
L L P R 0
COMPANY
RESTORE SURFACE TO ORIGINAL
CONDITION PRIOR TO WORK
,..., •. .,.W .;` irT',;;
CONSULTING GROUP, INC.
y�
S 6" WIDE WARNING TAPE AT
NOTE:
SEE SHEET E-I(A) & E -1(B) FOR
en
s Px... s11111-0.RWA
12" ABOVE CONDUIT
POWER/FIBER RWTE
Pnx: oeeae.aars
w�rvusuPRoccl.caa
•....p,.....iPROPOSED
°•°_:'" �'-`%': RETURN ORIGINAL MATERIAL TO
1
1I
TO 2ND LEVEL EQUIPMENT LOCATION
FIRM PEGI6iPRlION%8NI
n ? .'. `;.:!:• TRENCH, COMPACT AS NECESSARY
TO PREVENT SERIOUS SETTLEMENT
ff f' r'•
y' GRADE 9 GRAVEL
COMPACTED TO R
LE
JIT
..a
T
PROCTOR
NOTE:
QF71STANDARD
.. •(�' [ l
�•'"fi'�
--.— SAND
'I
EROSION CONTROL (IF NEEDED)
IN ALL IMPACTED AREAS
54: •"••
,
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PER CITY OF GRAPEVINE STANDARD
'
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WE
SUPPORT 0 V.44XXM1,4 SILT FENCE MN. 24-
..:................ .../
CHIYU ZHANG 1
ABD16 EXISTING mows
..,•
•�j'..'f2$i87••�•
SEE UTILITY AND SITE PLANS FOR NEW
BACKBONE SERVICES. PROVIDE APPROVED PULLPENDING
BOXES AS REQUIRED AND
NOTE:
UTILITY WALK
"
\
COORDINATE
INSTALLATION WITH ALL UTILITY
STEEL FENCE W
°s MAX W SPAOW
....
COMPANIES FOR
INTERFACING AT TERMINATION POINTS, PROVIDEO
:YS l
MIN 12 EMBEUI
FULL LENGTH MULE TAPE (TYP)
STtlNEI >•+iY�
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oaFlF�ia
SHEET NAME
ELECTRIC & TELCD
n BURIED CONDUIT DETAIL
TMENCHeAanr `-� F
AND C AGFEO
SITE PLAN
SHEET NUMBER
U SGALE: N.T.S.
ENLARGED ELECTRIC/TELCO PLAN
L SCALE: 3/32" m I'-0"
NORTH
SILT FENCE
GR5010
�q
NOTE:
LINES SHOWN DO NOT REPRESENT THE
EXACT LOCATION OF THE CONDUIT RUNS
CONTRACTOR TO VERIFY SERVICE
LOCATIONS w/ACTUAL FIELD CONDITIONS.
NOTE:
CONTRACTOR TO VERIFY EXACT TIE IN
POINT WITH LOCAL UTILITY COMPANY
NOTE:
ALL RISERS TO BE HEAVY WALL
CONDUIT ABOVE GROUND
2ND Fl -R.
MECHANICAL
I
IST FLR. SPRINKLER
ELECTRICAL11 C OM RNOTROL
(N) LADDER
W/CAGE
FOR ROOFTOP
ACCESS
ROOF STOP _
EQUIPMENT '
LOCATION
r
NOTE:
ALL CONDUIT/FIBER
LENGTHS/SIZES ARE TO BE
NOTE:
PERFORM FLOOR SCANS
BEFORE CORE DRILLING AT
ALL LEVELS
(E) BLDG.
ELECTRICAL
(N) 3" ELECTRIC CONDUITS (VERIFIED BY OTHERS)
FROM IST FLOOR SPRINKLER CONTROL
ROOM TO (N) EQUIPMENT ON 2ND FLOOR
ROOFTOP LOCATION — GC TO FIELD VERIFY
ROUTE/PROPOSED PENETRATION LOCATIONS
(PENDING UTILITY WALK)
\ (N) 200AMP
METER LOCATION
NOTE:
PENDING UTILITY WALK
z
4s
NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 3091120
FUZE PROJECT ID # 2466813
422 CHURCH STREET
GRAPEVINE, TX. 15051
TARRANT COUNTY
"ALL'PR O
CONSULTING GROUP, INC.
BYI1 LYNppNBJOH N50N FREEINPY
SVIlE2a, OPLLaG,']%]5].9
GHONE 9]2-231-BBV3
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W W W ALLPROCGI.CINA
FIRM REp10]RATpNp 8013
.: CHIYU ZHANG :«
...............»..,..
�. 128187
ELECTRIC PLAN
ELECTRIC PLAN SHEET NUMBER
NORTH E- 1 (A)
is
NOTE:
LINES SHOWN DO NOT
REPRESENT THE EXACT w
LOCATION OF THE CONDUIT p
/ RUNS CONTRACTOR TO o s
/ VERIFY SERVICE LOCATIONS
L (E) ROOF TOP WITH ACTUAL FIELD e:
CONDITIONS.
m \
(E) ROOF TOP
oO o
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_°off
gN
�X
(P) FIBER ROUTE TO of
FOLLOW GENERATOR
CONDUIT ROUTE (SEE aim
o�
SHEET TO mrc
EQUIPMENTENT LEVEL
INSTALL (1) RUN OF
2" ROLL PIPE W/MULE
TAPE (±315')
_ \ (CONDUIT SIZE z
f PENDING UTILITY WALK
BY OTHERS) SEE
\ ` SHEET E-1 FOR (P)
ROUTE (CONTAINED IN o 'o u
\
ROW
TO a
NEW SITE BUILD
2ND LVL. OUTDOOR
ROOF TOP MECHANICAL NORTH DOOLEY
EQUIPMENT \ n VZW SITE ID # 309120
FUZE PROJECT ID # 2466613
\ i _ 422 CHURCH STREET
GRAPEVINE, T%. 75051
TARRANT COUNTY
w
�j ALLPRO
(N) FIBER CONDUIT. CONSULTING GROUP, INC.
NOTE: FROM R.D.W. TO
aAS DISCUSSED ON THE EQUIPMENT ON an,cmoox oaonxwxraeewav
IST SITE WALK vHoxen .e7
N PENDING UTILITY WALK ROOFTOP s r,u meawa 6szaa
(UPDATED EASEMENT ) TO BE CONTAINEDCom
Z ( IN (P) UTILITY ww .1�7 owN0
3 NEEDED — IF UTILIZED) EASEMENT) rlw+aeasrxaiae wsa=
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28187 : m;
tt a '••� �� : 1
NOTE: 08'p9/la
ALL CONDUITMBER SHEET NAME
LENGTHS/SIZES ARE TO BE FIBER
(N) FIBER CONDUIT , ,,. FIELD VERIFIED
FROM R.0 W TO .. - NOTE:
EQUIPMENT ON "�' i:i^. (PENDING UTILITY WALK) NOTE: CONDUIT ROUTE
ROOFTOP -" CONTRACTOR TO VERIFY EXACT TIE IN SHEET NUMBER
(TO BE CONTAINED (CURRENT EASEMENT POINT WITH LOCAL UTILITY COMPANY
IN (P) UTILITY SHAWN) FIBER CONDUIT ROUTE NOTE:
EASEMENT) SCALE: 1/8" - 1'-0" ALL RISERS TO BE HEAVY WALL E-1 (B)
CONDUIT ABOVE GROUND
a
,
W
a
O
LL
(E) ROOF TOP
w
w
aot
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w
a
8g
a
(n
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N
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00
LL
O
-
(Y
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m
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(P) PENETRATION POINT
TO INSIDE STEEPLE AREA
TO WORKING
RATION POINT
P PENET
INSIDE
PLATFORM/RRH/OVP AREA
TO STEEPLE AREA
Xa
LEXACT
(GC TO FIELD VERIFY
TO WORKING
PLATFORM/RRH/OVP AREA
e�
(E) ROOF TOP
LOCATION)
(GC TO FIELD VERIFY
EXACT LOCATION)
of
CABLE TRAY TO BE
PAINTED TO MATCH (E)
/
I
DOWN SPOUTS
/
iii
a
a
a
a+
NOTE:
mw
r
CC TO VERIFY ROUTE OF
Z5
m
z
=
c♦♦
o0 >
> Ky
/
CABLE TRAY TO BE
CONCEALED BEHIND (E)
grZ
/ CABLE TRAY TO BE
NEW SITE BUILD
(N) LESSEES CABLES
PARAPET WALL
ROUTED IN (N)CABLE
TRAY (SEE DETAIL 2/C-3)Z1
��:"
`.+� ^ ,?-ARAPET WAIL
�*v�����
+t^�4 1
-"
NORTH DOOLEY
+
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VZW SITE ID # 309D20
FUZE PROJECT ID 92466613
CABLE TRAY
,+^ .:`
ROUTING/PLACEMENT ON
PLATFORM LEVEL TO BE
�^� `� "*�"' ���
422 CHURCH STREET
GRAPEVINE, TX. 75051
PLACED ACCORDINGLY TO
z+^'-
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TARRANT COUNTY
AVOID INTERFERENCE FROM
OTHER CONDUITS, ETC.
— —
— — — —
-
L _ _ _
-��++'..
CABLE TRAY TO BE
"`-
L L P R 0
_ _
PAINTED TO MATCH (E)
DOWN SPOUTS
CONSULTING GROUP, INC.
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an,IUvn as LLAS rxeewcv
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WWViALIPPOCq TAM
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OUTDOOR2ND
-�
LVL.
MECHANICAL
=+
'p�
ROOF TOP
(N) LESSEE'S CABLES
EQUIPMENT
�`.._
ROUTED IN (N) CABLE
TRAY (SEE DETAIL 2/C-3)
(GC TO FIELD VERIFY
EXACT ROUTE)
•
............................
mer
29•1O'I I
MIF
.d�
f(
p..�C"' •F• F4\t�:
N
PENDING UTILITY WALK
��wF.F FrF�Fll�s
a
oaot/�e
SHEET NAME
CABLE
NOTE:
ROUTE - (OPTION 1)
LINES SHOWN DO NOT
CABLE NOTE:
REPRESENT THE EXACT
SHEET NUMBER
NOTE:
NOTE:
CABLE ROUTE
- OPTION 1
CONTRACTOR VERIFY
FTHECONDUIT
ALL CONDUIT/FIBER
PERFORM FLOOR SCANS
SCALE: NTS
K ARD &N
WIRELESS MARKET STANDARD &
RUNS CONTRACTOR TO
VERIFY SERVICE LOCATIONS
E 1(C)
LENGTHS/SIZES ARE TO BE
BEFORE CORE DRILLING AT
OR TO ORDERING COAX
IXX
WITH ACTUAL FIELD
FIELD VERIFIED
ALL LEVELS EXCEPT ROOF
OR HYBRIF ELENGTHS
CABLE
CONDITIONS.
(E) ACCESS HATCH
LOCATION TO STEEPLE
AREA ON 2ND FLOOR /
/ (P) PENETRATION POINT
UP TO INSIDE STEEPLE
AREA FROM STAIRWAY
°ac AREA TO WORKING
PLATFORM/RRH/OVP AREA
(GC TO FIELD VERIFY °off
-- EXACT LOCATION) zx
8
(P) CABLES ROUTED
IN CONDUIT ( RIFTED
BY OTHERS)
(P) PENETRATION POINT i 01
TO STAIRWAY AREA (GC e m ~
TO FIELD VERIFY EXACT o ;
LOCATION) ¢ i
v a
2ND FLR,NEW SITE BUILD
MECHANICAL
NORTH DOOLEY
(PTO NSIDEA2ND FLOOR IST FLR, SPRINKLER VZW SITE ID # 309620
ELECTRICAL CONTROL FUZE PROJECT ID#246603
MECH. ROOM (GC TO FIELD ROOM
VERIFY EXACT LOCATION) 422 CHURCH STREET
GRAPEVINE, TX. 75051
TARRANT COUNTY
LLPRO
_ CONSULTING GROUP, INC.-
0
eni Lvxooxeaonxson rxeewnv
sunezw, ou�as, Tx+szaa
PHONE: 4Iz-z]1-0093
FP%: BLpd C ]]6
'OUTDOOR www,usPaocm wu
MECHANICAL FW
2ND LVL.
W .T..l.
ROOF TOP
EOUIPMENT
I U
tE,4F 7� ala,
- %,gyp •'' '}1
s^•^' ••^"���
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.» w
NOTE: •••-••• •••$ i $T ? i
PENDING UTILITY WALK • a
11 St' ... •��0� ..
aaAe/�e
SHEET NAME
CABLE
NOTE: ROUTE (OPTION -2)
LINES SHOWN DO NOT
SABLE ROUTE —OPTION 2 CABLE NOTE: REPRESENT THE NOT SHEET NUMBER
NOTE: NOTE: CONTRACTOR TO VERIFY VERIZON LOCATION OF THE CONDUIT
ALL CONDUIT/FIBER PERFORM FLOOR SCANS WIRELESS MARKET STANDARD & RUNS CONTRACTOR TO E-1 (D)
LENGTHS/SIZES ARE TO BE BEFORE CORE DRILLING AT SCALE: NTS LENGTHS PRIOR TO ORDERING COAX VERIFY SERVICE LOCATIONS
FIELD VERIFIED ALL LEVELS EXCEPT ROOF OR HYBRIFLEX CABLE W1 N ACTUAL FIELD
CONDITIONS.
a
LESSEE'S (N)
LIGHT
1• 12' X 11" X 1/4' PVC
PLATE
e
STEEL PECIAGALV.
ry STEEL PIPE
05/8" HOLES (TYP)
0
12"
II
L J I L
LESSEE'S (N) LIGHT
10'-6"
II:. _. ���■�_
■l(N) TIMER
i LESSEE SA ■
SIMTCH
a
mmII�II���■� i
LESSEE'S
(N) TVSS
.agq= �/-
ELECTRICAL
NOTE: H -FRAME BY EQUIPMENT
GC TO VERIFY H -FRAME EQUIPMENT PER I SCALE: NTS
THE LATEST STANDARDS UTILIZED BY VZW.
(N) ILC
3"0 GALVANIZED
STEEL PIPE(TYP)
(N) GIN
LESSEE'S ILC
LESSEE'S (N)
200AMPS
DISCONNECT
3/8" GALVANIZED
U -BOLT
LESSEE'S (N) 125V/15A
DUPLEX GROUND FAULT
RECEPTACLE
3"0 GALVANIZED
STEEL PIPE (TYP)
FROM
SOURCE
17.25"
m
E,F,G,H KNOCKOUTS
0.31" DIA (4 HOLES)
E,F,G,H KNOCKOUTS
�D,E,F,G KNOCKOUTS
0.28" DIA KNOCKOUT A,B,C KNOCKOUTS
TERMINAL LUGS #
AMPERES I MAX. WIRE MIN. PRE TYPE
200 Ilf250 KCMIL 1#6 AWG I AL
200A DISCONNECT DETAIL
N.T.S.
GROUNDED (NEUTRAL)
ENTRANCE CONDUCTOR
SERVICE ENTRANCE RACEWAY
(TOP OR BOTTOM FEED)
,C KNOCKOUTS
F,G KNOCKOUTS
KNOCKOUTS
NOTE:
DIA
CC TO DETERMINE PLACEMENT OF
.88'
H -FRAME EQUIPMENT FOR BEST RESULTS
1.13"
LINES SHOWN 00 NOT REPRESENT THE
LESSEE'S (N)
EXACT LOCATION OF THE CONDUIT RUNS
TIMER SWITCH
E 1.50"
LESSEE'S
F 2.00"
(N) TVSS
G 2.50"
LESSEE'S (N)1-5/8"
HOFFMAN BoxX�
GALVANIZED
UNI -STRUT
II
L J I L
LESSEE'S (N) LIGHT
10'-6"
II:. _. ���■�_
■l(N) TIMER
i LESSEE SA ■
SIMTCH
a
mmII�II���■� i
LESSEE'S
(N) TVSS
.agq= �/-
ELECTRICAL
NOTE: H -FRAME BY EQUIPMENT
GC TO VERIFY H -FRAME EQUIPMENT PER I SCALE: NTS
THE LATEST STANDARDS UTILIZED BY VZW.
(N) ILC
3"0 GALVANIZED
STEEL PIPE(TYP)
(N) GIN
LESSEE'S ILC
LESSEE'S (N)
200AMPS
DISCONNECT
3/8" GALVANIZED
U -BOLT
LESSEE'S (N) 125V/15A
DUPLEX GROUND FAULT
RECEPTACLE
3"0 GALVANIZED
STEEL PIPE (TYP)
FROM
SOURCE
17.25"
m
E,F,G,H KNOCKOUTS
0.31" DIA (4 HOLES)
E,F,G,H KNOCKOUTS
�D,E,F,G KNOCKOUTS
0.28" DIA KNOCKOUT A,B,C KNOCKOUTS
TERMINAL LUGS #
AMPERES I MAX. WIRE MIN. PRE TYPE
200 Ilf250 KCMIL 1#6 AWG I AL
200A DISCONNECT DETAIL
N.T.S.
GROUNDED (NEUTRAL)
ENTRANCE CONDUCTOR
SERVICE ENTRANCE RACEWAY
(TOP OR BOTTOM FEED)
,C KNOCKOUTS
F,G KNOCKOUTS
KNOCKOUTS
CONDUIT
SIZE
DIA
A 50" 1
.88'
B .75"
1.13"
C 1.00"
1.38"
D 1.25'
E,F,G,H KNOCKOUTS
0.31" DIA (4 HOLES)
E,F,G,H KNOCKOUTS
�D,E,F,G KNOCKOUTS
0.28" DIA KNOCKOUT A,B,C KNOCKOUTS
TERMINAL LUGS #
AMPERES I MAX. WIRE MIN. PRE TYPE
200 Ilf250 KCMIL 1#6 AWG I AL
200A DISCONNECT DETAIL
N.T.S.
GROUNDED (NEUTRAL)
ENTRANCE CONDUCTOR
SERVICE ENTRANCE RACEWAY
(TOP OR BOTTOM FEED)
,C KNOCKOUTS
F,G KNOCKOUTS
KNOCKOUTS
CONDUIT
SIZE
DIA
A 50" 1
.88'
B .75"
1.13"
C 1.00"
1.38"
D 1.25'
1.75"
E 1.50"
2.00"
F 2.00"
2.50"
G 2.50"
3.00"
H 3.00"
3.50"
3
m
m =
OF Tf 1�►
ow
1 U
D
-� S•''�n"''-r,} y
a
NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309D20
FUZE PROJECT ID # 2486M3
622 CHURCH STREET
GRAPEVINE, TX. 75051
TARRANT COUNTY
'ALLRP 0
CONSULTING GROUP, INC.
BZ(1 LYNIXIN BIgINSON FREEWPV
51111E tM. GALLAS. iX 162.3
PHONE, 91L2318693
FPR 666J& -B3]6
W WN.ALLFf10CGILOM
FIRM REG19lRAlNMtl Y3213
NEUTRAL BUS
LABEL METER
TO ELECTRICAL SERVICE
GROUND ROD
NOTE:
BOND NEUTRAL AND GROUND
BUS AT SERVICE DISCONNECT
3
200A METER SOCKET
SHEET NAME
ELECTRIC
DETAILS
E-2
a
METER SOCKET AND
MAIN DISCONNECT
OF Tf 1�►
IF BOLTED HUB OR SELF
ENCLOSURE SHALL
-� S•''�n"''-r,} y
BONDING HUB IS USED
BE NEMA 3R
BOND JUMPERS NOT
0 lle+'IVT 0
REQUIRED (TYPICAL)
METER
00
._
GROUND BUS
CHIYU ZHANG
". ^928187 >'„
NEUTRAL BUS
LABEL METER
TO ELECTRICAL SERVICE
GROUND ROD
NOTE:
BOND NEUTRAL AND GROUND
BUS AT SERVICE DISCONNECT
3
200A METER SOCKET
SHEET NAME
ELECTRIC
DETAILS
E-2
a
LeInallujolulemAR
..
1. CONNECTIONS
ALL GROUNDING CONNECTIONS SHALL BE MADE BY THE
"CADWELD" PROCESS CONNECTIONS SHALL INCLUDE ALL CABLE
TO CABLE, SPLICES, ETC, ALL CABLE TO GROUND RODS, GROUND
RODS SPLICES AND LIGHTNING PROTECTION SYSTEM AS
INDICATED, GROUND FOUNDATION ONLY AS INDICATED BY PM, ALL
MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL
BE "CADWELD' PROCESS AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS AND PROCEDURES. GROUND CONDUCTOR
SHALL HAVE A MINIMUM 24" BENDING RADIUS.
2. ALL CADWELD CONNECTIONS ON GALVANIZED SURFACES SHALL
BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE
WITH (2) TWO COATS OF SHERNN—WILLIAMS GALVITE (WHITE)
PAINT B50W3 (OR EQUAL) OR SHERWIN—WILLIAMS SILVERBRITE
(ALUMINUM) 859511 (OR EQUAL).
3. ALL ELECTRICAL& MECHANICAL GROUND CONNECTIONS SHALL
HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION.
4. UTILITY COMPANY COORDINATION:
ELECTRICAL CONTRACTOR SHALL CONFIRM THAT ALL WORK IS IN
ACCORDANCE WITH THE RULES OF THE LOCAL UTILITY COMPANY
BEFORE SUBMITTING THE BID, THE CONTRACTOR SHALL CHECK
NTH THE UTILITY COMPANIES SUPPLYING SERVICE TO THIS
PROJECT AND SHALL DETERMINE FROM THEM ALL EQUIPMENT
AND CHARGES WHICH THEY WILL REQUIRE AND SHALL INCLUDE
THE COST IN THE BID,
5. GROUND TESTS:
GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY LESSEE
STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT
EXCEED 5—OHMS.
6. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEST
REPORT
AS FOLLOWS:
1. ONE (1) COPY TO OWNER REPRESENTATIVE
2. ONE (1) COPY TO ENGINEER
3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT
ENCLOSURE
(N) SECTOR GROUND
BAR AT EACH MOUNT (N) CADWELD
(TYP OF 3) CONNECTION
TO ANTENNA
MOUNT
(N) GROUND BAR TO BOTTOM
A7 78P AND
BOTTOM � GROUND BAR
ANTENNA
n GROUNDING PLAN (TYPICAL)
SCALE: NTS
TO MAIN GROUNDING
LOCATION (SEE E -6(A)
FOR DETAIL)
(GC TO VERIFY)
(N) COLLECTOR GROUND
BAR (SEE SHEET 4/E-4
FOR DETAIL)
n WORKING PLATFORM
SCALE: NTS
LEGEND
■ CADWELD CONNECTION
10' x 5/8" COPPER CLAD
GROUND ROD (10' MIN
SEPARATION, EQUALLY SPACED)
Q MECHANICAL CONNECTION
A COMPRESSION CONNECTION
— — #2 STRANDED GREEN
JACKETED INTERIOR GROUND
w
a
0 (N) SECTOR GROUND
BAR AT EACH
o MOUNT
0
NOTE:
FOR REFERENCE ONLY — GC TO
IMPLEMENT THE LATEST VZW
GROUNDING STANDARDS
(N) CADWELD CONNECTION
TO (N) H—FRAME POST
(N) COLLECTOR GROUND
BAR (SEE SHEET 4/E-4
FOR DETAIL)
(N) #2 AWG TINNED SOLID BARE
COPPER WIRE WITH MECHANICAL
CONNECTION TO (N) GROUND BAR
AT EQUIPMENT LOCATION
(PER MANUFACTURER'S
SPECIFICATIONS)
CABLE NOTE: m
CONTRACTOR TO FOLLOW (PENDING) o�
OPTION 1 OR OPTION 2 ROUTE TO ey
ROOFTOP EQUIPMENT GROUND BAR w=
LOCATION. SEE SHEETS E -1(C) & (D)
oz
d
o�N
,4GROUNDING PLAN % __
SCALE: 1/8' - V NORTH
..:........................
CHIYLI ZHANG
...J1 28187
SHEET NAME
GROUNDING PLAT
& DETAILS
SET NUMBER
E-3
CABLE TRAY TO BE
CONCEALED BEHIND (E)
00 N
III
PARAPET WALL (OPTION -1)
(SEE SHEET E -1(C)
a
NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309920
FUZE PROJECT ID 4 2456813
422 CHURCH STREET
GRAPEVINE, TX. 75551
TARRANT COUNTY
0
0. ftftowo
1LLPRO
/
TO MAIN GROUNDING
CONSULTING GROUP, INC.
LOCATION (SEE E -6(A)
FOR DETAIL)
mz, Lvnoou a.la+nsa+Faecwnv
(GC TO VERIFY)
SLInE3W, ORLIAS, TR]$idJ
rxanerenrzm.aesa
FA�'e<Yt9'at59]5
(N) GROUND BAR
wwvu.uLaawm.caa
(SEE 4/E-4 FOR DETAIL)
MNx Gus]xnnonxe2<2
,4GROUNDING PLAN % __
SCALE: 1/8' - V NORTH
..:........................
CHIYLI ZHANG
...J1 28187
SHEET NAME
GROUNDING PLAT
& DETAILS
SET NUMBER
E-3
GROUND BAR
STAINLESS STEEL
HARDWARE
TWO HOLE COPPER
COMPRESSION TERMINAL
GROUNDING CABLE
A
A
ELEVATION
NOTE:
I. "DOUBLING UP" OR "STACKING "
OF CONNECTION IS NOT PERMITTED,
2. OXIDE INHIBITING COMPOUND TO BE
USED AT ALL LOCATIONS.
LOCK—WASHER
(TYPICAL)
NUT (TYPICAL)
GROUND BAR
1/2" HEX BOLT
EXPOSED BARE COPPER
TO BE KEPT TO
ABSOLUTE MINIMUM, NO
INSULATION ALLOWED
WITHIN THE COMPRESSION
TERMINAL (TYP)
— GROUNDING CABLE
SECTION "A—A"
NOTE: ALL SOLID HARE SHALL BE
CADWELD TYPE CONNECTION
UNLESS OTHERWISE NOTED
TYPICAL GROUND BAR
n CONNECTIONS DETAIL
J SCALE: NTS
TME SD18G92
TME YGIBS
TYPE GAR—TC
TME YA3CL-2TC38
(7;�BURNDY DETAILS
�i2J SCALE: NT$
NOTES: ;
INSULATOR 1. ALL HARDWARE STAINLESS STEEL 4
INCLUDING BELLVILLES; COAT ALL $ a a
5/8" 0 SURFACE WITH KOPR-SHIELD BEFORE #2 AWG OR p6 AWG STRANDED JUMPER W/
BOLT MATING. UNIVERSAL TWO -HOLE COMPRESSION LUGS w
2. FOR GROUND BOND TO STEEL (SITEPRO PART#HLU25 OR EQUAL), USE IR
ONLY: INSERT A TOOTH WASHER STAR WASHERS, LOCKWASHERS, AND SHEET
BAR BETWEEN LUG AND STEEL, COAT ALL MTL SCREWS TO SECURE TO EXTERNAL m m
SURFACES WITH KOPR-SHIELD. GROUND BAR BY GENERAL CONTRACTOR $ a w
PROVIDE UNISTRUT OR
OTHER APPROPRIATE 3. ALL HOLES ARE COUNTERSUNK
MOUNTING HARDWARE 1/16 NEW HYBRIFLEX GROUND KITS W/ LONG BARREL
INTERNAL MOUNTING DETAIL COMPRESSION LUGS W/ (2) 3/8" BOLTS AND
4. ALL LUGS TO BE DOUBLE LOCK WASHERS SIMILAR TO SITEPRO
-LUGGED. PART'GHK38 OR EQUAL. FURNISHED BY
LESSEE/OPERATOR AND INSTALLED BY
5. BUS BARS: 4"x 24"x t/4' GALV CONTRACTOR
STEEL, SITE PRO HDG42463-K OR
EQUAL. WITH MIN (27) 7/16"0 HOLES. NEW 4"x 24"x 1/4" GALV STEEL
GROUND BAR. SUPPLY AND
WALL INSTALLED BY GENERAL o�
O CONTRACTOR O 5/16" 0 TYP :x
WALL MOUNTING BRACKET WOoE
/Brl
AR O 00 0 0 0 0 0 0 0 0 0 000 ■� So
0 BOLT 0 00 O 0 0 0 0 0 0 0 0 0000 m
INSULATOR 1-3 1-1 O
3 7a„ TYP
SEALANT AT ALL WALL
PENETRATIONS, TYP.
q2 AWG TNND SOLID COPPER CONDUCTOR z
EXTERNAL MOUNTING DETAIL CONNECTIONS TO GROUND BAR CADWELD TO GROUND BAR & CADWELD m o
CONNECTION TO EXTERIOR GROUND
S7STEM, TYP. OF 2 F v > v
n GROUND BAR NEW SITE BUILD
`F SCALE: NTS NORTH DOOLEY
VZW SITE ID # 30SD20
FUZE PROJECT ID # 2436313
422 CHURCH STREET
GRAPEVINE, TX. 75051
NOTE: TARRANT COUNTY
FOR REFERENCE ONLY — GC TO
IMPLEMENT THE LATEST VZW
GROUNDING STANDARDS
ALLPRO
CONSULTING GROUP, INC.
8:11 LYNOON B JOHNSON FBEEI6�AY
aL, 2W. DALLAS,i 7S
PHONE: 911-231011]
F. 8583& A'D
ZLALLPROCSI COM
M. DF.MlPATbN p BN2
n NOT USED
SCALE: NTS
NOT USED
1 SCALE: NTS
(E,OF Tf
........................ .J
GH1V�i ZHJING !'
.qi 28187
<
Si' .... �
mBs7,B
SHEET NAME
GROUNDING DETALS
SHEET NUMBER
E-4
3
HOFFMAN BOX
-
NTH HINGED FRONT COVER AND HASP
_
PLYWOOD INSERT
CABLE TRAY
INCLUDE TWO SET
6"X2"X1/4" GROUND BAR
SCREW TYPE LUGS
CABLE TRAY
OR BUS BAR
00
/ \
STARWASHER
#2 WIRE
\
NUT
/
BOLT �LOCKWASHER
1/2" PVC
COMPRESSION LUG
PREPARE SURFACE BY
4" TELCO CONDUIT
#2 TINNED SOLID COPPER
$o
SANDING PAINT OFF TO
(PVC TO SOURCE)
TO GROUND BAR
BN
EXPOSE BARE METALO
wx
O
•�
¢z
NOTES:
1. EACH LUG REQUIRES TWO (2) BOLTED CONNECTIONS (ONE SHOWN FOR CLARITY).
m
2. USE STAINLESS STEEL BOLTS, NUTS AND WASHERS,
4" TELCO CONDUIT
COMPRESSION LUG
N
3 Q
0 _
GROUNDING AT CABLE TRAY
HOFFMAN TELCO
DEMARC BOX DETAIL
<
U SCALE: NONE
NOTE:
FOR REFERENCE ONLY - GC TO
SCALE: NONE
U
NEW SITE BUILD
IMPLEMENT THE LATEST VZW
NORTH DOOLEY
GROUNDING STANDARDS
VZW SITE ID # 309D20
FUZE PROJECT ID 4 2486®3
422 CHURCH STREET
GRAPEVINE, TX. 75851
TARRANT COUNTY
0. "oftwo
HOFFMAN BOX
LLPRO
BOND GROUNDING
CONSULTING GROUP, INC.
ELECTRODE
CONDUCTOR PER
DISCONNECT
BOND GROUNDING
an, LYNDON E Ja ASM Fe Ew
.HNE 2., D.L.,T 1.1
MANUFACTURER'S
ELECTRODE
PHONE: mxnaeesa
SPECIFICATIONS
rj°
CONDUCTOR PER,m
u� "E
MANUFACTURERS
Hxm..IETNAIo nea"
GROUNDING ELECTRODE
•
SPECIFICATIONS
CONDUCTOR
,y
H -FRAME POST
H -FRAME POST
GROUNDING ELECTRODE
%
(2) 1/2" DIAMETER PVC I
CONDUCTOR
p=EQf jF
CONDUIT WITH (1)
.+ 4, :'"�•�•".,'
NON-METALLIC PIPE STRAP
I
••y ��
FOR POWER FACILITY
(2) 1/2- DIAMETER PVC
CONDUIT WITH
• d
(1)
NON-METALLIC PIPE STRAP
.� ...........�.........:."./
& ** f
'
FOR POWER FACILITY
CH1YU
,,,, •�
•�••,•••28j+$a•_'
PLATFORM
41
GRADE
PLATFORM
q `
r. •.1. "�a
GRADE
..
EXTERIOR HALO G20UNOING
r
(#2 AWG TINNED SOLID
EXTERIOR HALO GROUNDING
£
BARE COPPER WIRE)
(#2 AWG TINNED SOLID
oap5�,e
BARE COPPER WIRE)
SHEET NAME
EXOTHERMIC CONNECTION
EXOTHERMIC CONNECTION
GROUNDING DETALS
TELCO GROUND SECTION
ELECTRIC GROUND CONDUIT
NOT USED
I SCALE: NONE
SHEET NUMBER
E-5
SCALE: NONE
SCALE: NONE
EXOTHERMIC WELD NOTE:
CONTRACTORS SHALL NOT USE
EXOTHERMIC WELD WITHIN BUILDING.
TYPICAL BUILDING
STEEL GROUNDING DETAIL
SCALE: NTS
CEILING JOIST
SIZE
ER
NOTE:
FOR REFERENCE ONLY — GC TO
IMPLEMENT THE LATEST VZW
GROUNDING STANDARDS
(E) BUILDING STEEL
VERIFY (N
PER MAI
TYPICAL BUILDING
STEEL GROUNDING DETAIL
L SCALE: NTS
z
a
W $
�
tet\\\\fit
AZE
3 0
a
0
> i
C
a
NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309020
FUZE PROJECT ID # 2666813
422 CHURCH STREET
GRAPEVINE, T%. 75851
TARRANT COUNTY
ALLPRO
CONSULTING GROUP, INC.
931 YNDON B JOHNSON FREEWAY
SHI1E 4M. OPLLPS, ]%1G3A9
FP%: BfiWdl-0]]5
'MNVPALLPROGGI.COM
FIRM REGtnRnnouaamz
OFrF�
...:.....................:
CH(YU ZHANG
.;:
J28187 ±,
SHEETNAME
BUILDING STEEL
GROUNDING DETAILS
E -5(A)
H-FRAME POST
H-FRAME POST
}
s
s
(N) HOFFMAN BOX
-
(N) OVP BOX PROVIDED AND
PROVIDED AND INSTALLED
p
INSTALLED BY CONTRACTOR
BY CONTRACTOR
-
(N) DISCONNECT
m\
$
w
PROVIDED AND
O
INSTALLED BY
CONTRACTOR
3^ (VERIFIED BY OTHERS)
DIAMETER CONDUIT FROM OVP
BOX ON EQUIPMENT
BRACING LEGS
ANCHOR TO
3" (VERIFIED BY OTHERS )
PLATFORM TO OVP BOX ON
STEEL
FOR SECONDARY SERVICE
I
ANTENNA MOUNT
PLATFORM
AND INSTALLED BY CONTRTHE
H-FRAME POST
4" (VERIFIED BY OTHERS)
PROVIDED AND INSTALLED BY
CONDUIT FROM SOURCE TOCONTRACTOR
HOFFMAN BOX PROVIDED ANDINSTALLED
BY CONTRACTOR
0
STUB UP WITH 3" CONDUIT (HEAVY
WALL) 90 DEG. LONG SWEEP FOR
STUB UP WITH 3^ CONDUITSTEELSECONDARY
SERVICE PROVIDED
WALL) 90 DEO LONG SWEELATFORMAND
INSTALLED BY CONTRACTOR.
SECONDARY SERVICE PROV
-
AND INSTALLED BY CONTRACTOR.
ROOF TOP
STEEL
PLATFORM
ROOF TOP
ROOF TOP
PLATFORM
m
OVP BOX DETAIL
`l
4 ELECTRIC
A
ENTRANCE DETAIL
� TELCO ENTRANCE DETAIL
' �
SCALE: NTS
U
�
SCALE: -NTS
SCALE: NTS
a
e
6 U
�
Q
NEW SITE BUILD
NORTH DOOLEY
VZW SITE ID # 309820
FUZE PROJECT ID # 145603
422 CHURCH STREET
GRAPEVINE, TX. 75051
TARRANT COUNTY
ftalmoo
ALLPRO
CONSULTING GROUP, INC.
..I L..N eaonrvsou raEe.
SIVE 2M. OALLA6. l 75N0
PHONE 91111.8890
i PX B0638683ia
W W W.PLLPPOCGI.CgM
"C" CONNECTOR
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tA1���,.�
TWO
TYPE ENGTH TYPE
"'-
STRANDED NISULATTEDREEN
BARREL
EI
2-YA-2 YA-2
obAs/1e
SHEET NAME
DETAILS
BU RN DY
SHEEP NUMBER
NOT USED
2 SCALE: NTS
CONNECTIONS
SCALE: NTS
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