HomeMy WebLinkAboutBuilding Permit #261-13 - 300 CHESTNUT STREET 10/2/2012 BUILDING PERMIT poRTH
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATIONIL
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Permit NO: Date Received ��ssgcHus����
Date Issued: / o `Z
IMPORTANT:Applicant must complete all items on this page
LOCATION '
F 11
- PRQPERTY OWNERt�agA Cor�Nivy9lCc '
P
MAP NO $�.- PARCEL _ZONING D-Ii
TYPE OF IMPROVEMENT PROPOSED U
Residential
New Building One family i .
Addition Two or mors
era ' No. of units: 1\J'2-' -
Repair, replacement Assesso E
ry
Demolition Other
Septic .. .Well Floodplain . �, Y�� •� .� � ': �� ct": :
Water/Sewer: . -..
DESCRIPTION OF WOI
1 c vio[o �v� S Irrt
Identification Please Type or Print Clearly)
OWNER: Name: 5131 Cowtr��rv�Ctq-I u-Aj Phone: dog-(!y 0
Address: One nS�+�h 'fir So 200 1�v eS o�ou L,
CONTRACTOR Name: i e��b _ Phone 5M �'l�1�03V
:Address: =e 2�3aC'. An J�eS-�rlg-'ayci I...
Supervisor's Construction License-
0.
Exp: 'Date: _ 1
r .
Homelmprovement=License-
Exp. Date: .
ARCHITECT/ENGINEER QP QnQ�1� Phone: !So%K
Address: �t'S M ,20 C �04-Reg. No.
FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $______r07�Z�—
FEE: $
Check No.: Receipt No.:
NOTE: Persons contracting with nregistered contractors do not have access to th guaranty fund
-- - - -- - --__TY.,. - ture:of;contradr
;Signature ofAgpnt/Owrier. to-
Signa_ _-
BUILDING PERMIT cF NORTy q
�.�LlD ib
TOWN OF NORTH ANDOVER a� yr''•- _�.'6 oL
APPLICATION FOR PLAN EXAMINATION ~
Permit N0: ��O " �/ Date Received
> �SSACHU`�E�
Date Issued: / `Z'
IMPORTANT:Applicant must complete all items on this page
='L�OCATION.��; �SRhtz�4 �Y��': `-•' `�
- �1�
nn .7
''PROPERTY &.r'11�'i
OWNERS.FA`. . ut�`IAC c1S
'MAP NO.' PARCEL _ZONING`.DISTRICT'` - Historic District f, yes
r Machine Shop.Village, }yesno
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New Building One family
Addition Two or more family- Industrial
era No. of units:Cell Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
Septic WellrFloodplain Wetlands Watershed District".
:Wate0Sew_er
•
DESCRIPTION OF WORK TO BE PREFORMED:
av%le"no(5 w W 3 vQikzr icc_kqviotoma�0AQSSCA k2 0-1tv
Ct
o ea y i pwt9 v4 eabxyAS
Identification Please Type or Print Clearly)
OWNER: Name: 1556 00MHuru►CA-► ui�3 Phone: SOW-6/Y 03�P
Address: QVW_ PeSEar 'QP. S;,tir, 20OC VIJRSA-6ovrou S 8
CRACTOR Name: , ' el.n `Phone:
ONT5yg- 1y�03
r
:Address:' Ovii-R-esQ.vck-. S e2_C 6d
Supervisor s Construction Gicense:.Cs 'Exp Date' 2
Nome Improvement=L'icerise: ... Exp. ;Date:
ARCHITECT/ENGINEER H A QMQ�� Phone:
Address: �vi 2 �'c�Sx vd-� r _'-�ke 20(30 �&�6If---Reg. No.
FEE SCHEDULE:BOLDING PERMIT:$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $ •20f
FEE: $ �'D 00
Check No.: Receipt No.:
NOTE: Persons contracting with nregistered contractors do not have access to th guaranty fund
Signature of Agent/Ovvner Signature:of.contractor
Location ,
No. .:2 C, ? Date
- r TOWN OF NORTH ANDOVER
Certificate of Occupancy $
5 Building/Frame Permit Fee $�v,
Foundation Permit Fee $
Other Permit Fee $
' TOTAL $
Check#
25776 Building Inspector
Plans Submitted Plans Waived Certified Plot Plan Stamped Plans
TYPE OF SEWERAGE DISPOSAL
Public Sewer Tanning/Massage/Body Art Swimming Pools
Well Tobacco Sales Food Packaging/Sales
Private(septic tank,etc. Permanent Dumpster on Site
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT
COMMENTS
N0 e�ice eJ^ 1
CONSERVATION Reviewed on Siqnature
COMMENTSc� �)n
HEALTH Reviewed on Signature
COMMENTS
Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/Signature&Date Driveway Permit
DTW Town Engineer: Signature:
Located 384 Osgood Street
FIRE DEPARTMENT =Temp Dumpster onaite_ Yes.. lno ..
Located:at 124'Main:Street '
Fire Departm.enf signature/date
.:COMMENTS
Dimension
Number of Stories: Total square feet of floor area, based on Exterior dimensions.
Total land area, sq. ft.:
ELECTRICAL: Movement of Meter location, mast or service drop requires approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 21A—F and G min.$10041000 fine
NOTES and DATA— (For department use)
❑ Notified for pickup - Date
Doc.Building Permit Revised 2008
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
o Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
❑ Building-Permit Application
❑ Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
❑ Engineering Affidavits for Engineered products
MOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
o Engineering Affidavits for Engineered products
DOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then-get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2008
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
❑ Building Permit Application
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or. Decks
❑ Building'Permit Application
❑ Certified Surveyed Plot Plan
❑ Workers Comp Affidavit
❑ Photo Copy of H.I.C. And C.S.L. Licenses
❑ Copy Of Contract
❑ Floor/Cressection/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Mass check Energy Compliance Report (If Applicable)
❑ Engineering Affidavits for Engineered products
MOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
❑ Building Permit Application
❑ Certified Proposed Plot Plan
❑ Photo of H.I.C. And C.S.L. Licenses
❑ Workers Comp Affidavit
❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
❑ Copy of Contract
❑ Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
DOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then.get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07
Revised 2.2008
FORTH
own of
No.
3 � Z
o KG h 1, ver, Mass, r/�?
r
C OC NIC MI WICK V
�,Q ADRATED ►'P�,��L� `
S V
BOARD OF HEALTH
Food/Kitchen
PERMIT T LD y /� Septic System
THIS CERTIFIES THAT .....�,( .....�e�...�!k�'.''.ec�! ^!f................................................................... BUILDING INSPECTOR
...... .... .... . y
��,,,,,yy / .................... Foundation
has permission to erect .......................... buildings on..vo..01,0s.l.N�`�.........:.
...
Rough
to be occupied as . � �` ,.t..:../..G[. .�d!`�1:1�es.. i%.h.C%fGi',fe ............. k9f chimney
provided that the person accepting this permit shall in every respect conform to the terms of the apps
al
Final
on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and
Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR
Rough
VIOLATION of the Zoning or Building Regulations Voids this Permit.
Final
PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
UNLESS CONSTRUCTION STARTS Rough
............ Service
.......................
.46....................
Final
BUILDING INSPECTOR
GAS INSPECTOR
Occupancy Permit Reguired to Occupy Building Rough
Display in a Conspicuous Place on the Premises — Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
Smoke Det.
SEE REVERSE SIDE
! f
ENGINNO
FDH Engineering,Inc.,2730 Rowland Rd.Raleigh,NC 27615,Ph.919.755.1012,Fax 919.755.1031
Structural Analysis for
SBA Network Services,Inc.
152'Guy Tower
SBA Site Name: North Andover
SBA Site ID: MA01085•A
Sprint Site ID: BS23XC422
Analysis Results
Tower Components 99,0% Sufficient
Foundation 89.0% Sufficient
Maximum Antenna Rotations at Service Wind Sp eed
Elevation ftAntenna Tilt de Twist de
130 26"MW Dish .0576 .0190
FDH Project Number 11-05129E S3
Prepared By: Reviewed By:
404
Stephanie Neal, EI J. Darrin Holt, Ph.D. PE
Project Engineer
Principal
MA PE License No.47696
�tH OF Y�
FDH Engineering,Inc.
2730 Rowland Rd. T N
Raleigh, NC 27615 CML
(919)755-1012 47M
info@fdh-inc.com � fSIST0
++ZONAL ESO
1115061
November 30,2011
Prepared pursuant to ANSIITIA-222-G Structural Standard for Antenna Supporting Structures and Antennas
Document No. ENG-RPT-503S Revision Date:01108109
z �
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
TABLE OF CONTENTS
EXECUTIVE SUMMARY................................................................................................. 3
Conclusions
Recommendations
APPURTENANCE LISTING............................................................................................. 4
RESULTS.................................................................................................................... 6
GENERALCOMMENTS................................................................................................. 9
LIMITATIONS............................................................................................................... 9
APPENDIX................................................................................................................... 10
Document No. ENG-RPT-503S Revision Date:01/08/09 2
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
EXECUTIVE SUMMARY
At the request of SBA Network Services, Inc., FDH Engineering, Inc, performed an analysis of the existing guyed tower
located in North Andover, MA to determine whether the tower is structurally adequate to support both the existing and
proposed loads, pursuant to the Structural Standard for Antenna Supporting Structures and Antennas, ANSI/TIA-222-G.
Information pertaining to the existing/proposed antenna loading, soil parameters, foundation dimensions, current tower
geometry, and the member sizes was obtained from:
o Sterling Engineering(Project No.061-697)Structural Analysis Report dated February 17,2005
o Sterling Engineering(Project No.061-575)tower reinforcement drawings dated May 25, 2004
o URS Greiner(Job No. 0535525.03)Existing Tower Elevation and Layout dated October 7, 1998
o FDH Engineering, Inc. (Project No. 04-0333E) Dispersive Wave Propagation Testing of an Existing Tower
Foundation dated April 14,2004
o Geotechnologies, Inc.(Project No. 1-04-0498-EA)Report of Subsurface Investigation dated April 23,2004
o FDH, Inc. (Project No. 10-04106T T1)TIA Inspection Report dated August 20, 2010
o FDH, Inc. (Project No. 10-04106T T3)Anchor Mapping Report dated November 24, 2010
o FDH Engineering, Inc. (Project No. 11-05129E S2) Modification Drawings for a 152' Guyed Tower dated September
9, 2011
o SBA Network Services, Inc.
The basic design wind speed per the ANSIITIA-222-G standard is 100 mph without ice and 40 mph with 1" radial ice. Ice is
considered to increase in thickness with height. Furthermore,this tower has been analyzed as a class II structure in Exposure
category C with topographical factor 1.
Conclusions
With the existing and proposed antennas from Sprint in place at 130 ft, the tower meets the requirements of the ANSI/TIA-
222-G standard provided the Recommendations listed below are satisfied. Furthermore, provided the foundations were
modified per Sterling Engineering's modification drawings (see Sterling Project No. 061-575) and FDH Engineering, Inc.
modification drawings (see FDH Project No. 11-05129E S2), the foundations should have the necessary capacity to support
the existing and proposed loading. For a more detailed description of the analysis of the tower,see the Results section of this
report.
Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate (i.e., the
steel data, tower layout, existing antenna loading, and proposed antenna loading) and that the tower has been properly
erected and maintained per the original design drawings.
Recommendations
To ensure the requirements of the ANSIITIA-222-G standard are met with the existing and proposed loading in place,we have
the following recommendations:
1. Coax lines must be installed as shown in Figure 1.
2. The proposed RRUs and combiners should be installed directly behind the proposed panel antennas.
3. The proposed ODUs should be installed directly behind the proposed dishes.
4. Modifications per FDH Engineering, Inc. (Project No. 11-05129E S2) Modification Drawings for a 152' Guyed Tower
must be installed prior to the installation of the proposed loading for this analysis to be valid.
Document No. ENG-RPT-503S Revision Date:01/08109 3
� t
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
APPURTENANCE LISTING
The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout
determined in the field deviates from this layout, FDH Engineering, Inc. should be contacted to perform a revised analysis.
Table 1-Appurtenance Loading
Existing Loading:
Antenna Description .-
Elevation(ft) Elevation(ft)
159.5 (1)7.75'x1.7"o Omni - --- 154.6 Direct Mount on Ladder
159.2 (1)Scala OGB9-900K Omni (1)1-114" Arch 151.2 (1)Pipe Mount
5'x2.4"o
158.2 (1)7'-10"x0.93"o Omni (1)1/2" --- 151.2 (1)Pipe Mount
5'x1.88"o
144 (3)Andrew VHLP2.5 Dishes (4)1/2"
1 Andrew VHLP1 Dish Clearwire 140 (3)Standoffs
140
(3)Argus LLPC31 OR w/Mount Pipes (3)718
3 Samsung 2.5 GHz RRHs
2 (6)RFS APXV86-906513-C w/Mount Pipes 130.4
130 (6)Decibel DB950F65T2E-M w/Mount Pipes (6)1-518" Sprint 129.6 (3)10'T-Frames
128.9
124 (1)11'x1.25"o Omni (1)1/2" WBZ
(6)Kathrein 800-10121 w/Mount Pipes
(3)Kathrein 800-10766 w/Mount Pipes (12)1-518"
(3)CSS DUO1417-868-00 w/Mount Pipes (1)3/8" 119.1 (3)12.5'T-Frames
120 (12)Powerwave LGP21401 TMAs (2)DC Cables New Cingular
(6)Ericsson RRUS11 RRUs (1)Fiber Cable
(1)Raycap DC6-48-60-18-8F Surge Arrestor (1)3"Conduit
1 PCTEL TMG-HR-26N GPS
(3)12'Lightweight T-
100 (12)Swedcom SE 9012 (12)1-518" Verizon 100 Frames
(CAA=19.83 ft2
99.9 (1)16"x12"x8"Junction Box - - 97.5 (1)13.25'Plafformw/Rails
62.22 (1)Trimble 23620-20 GPS (1)1/2" Sprint 61.25 1)32"Standoff
55.5 1 Channel Master 1.2M-1 Dish (1)1/4" Arch 54.75 (1)2'Standoff
1. See Figure 1 for coax location.
2. Sprint's existing loading at 130'and 62.2'will be removed prior to the installation of the proposed loading.
Proposed Loading:
Antenna Elevation(ft) Description .. . MountElevation(ft) Mount Type
(6)76"x 14"x 7"Panels w/Mount Pipes 130.4
(12)24"x 14"x 7"RRUs
(12)12"x 6"x 2"Combiners (4)Hybrid Cables
130 (3)24"x 14"x 7"Filters (2)1/2' Sprint 129.6 (3)10'T-Frames
(2)26"MW Dishes
(2)ODUs 128.9
1 GPS Antenna
Document No. ENG-RPT-503S Revision Date:01/08109 4
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
(12)1-5/8-FUTURE COAX
FOR VERIZON TO 100'
CLIMBING LADDER W/
SAFETY CABLE
(4)PROPOSED HYBRID CABLES
FOR SPRINT TO 130'
(6)1-5/8"COAX TO BE REMOVED
(1)1/2"EXISTING COAX (12)1-5/8"EXISTING COAX
TO 151.2'(DEAD) N EXISTING COAX
FOR NEW LINGULAR T0119.1'
(1)1-1/4"EXISTING COAX •• O
FOR ARCH TO 151.2' p
O • 00 (1)FUTURE FIBER CABLE
(1)1/2"EXISTING COAX ♦ • O O O (1)FUTURE 3"CONDUIT
(2)1/2"PROPOSED COAX ® 0 0 O O F FUTURE CABLES
FOR SPRINT TO 130' FOR NEW LININ GULAR TO 119.1'
(1)1/2"EXISTING COAX0 0
FOR WBZ TO 119.1'----.Io 0000
o
(1)1/4"EXISTING COAX
FOR ARCH TO 54.75' (3)7/8"FUTURE COAX
(4)1/2"FUTURE COAX
FOR CLEARWIRE TO 144'&140'
• =PROPOSED
=FUTURE
O =EXISTING
Figure 1—Coax Layout
Document No. ENG-RPT-503S Revision Date:01/08/09 5
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
RESULTS
The following yield strength of steel for individual members was used for analysis:
Table 2-Material Strength
Member Type -
Legs 50 ksi
Diagonals 36 ksi
Horizontals 36 ksi
Table 3 displays the summary of the ratio (as a percentage)of force in the member to their capacities. Values greater than
100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105% are
considered acceptable. Table 4 displays the maximum foundation reactions. Table 5 displays the maximum tilt and twist at
service wind speeds(proposed dishes only).
If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to
perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the
existing or proposed appurtenances was provided, deflection and rotation were not taken into consideration when performing
this analysis.
See the Appendix for detailed modeling information
Table 3-Summary of Working Percentage of Structural Components
Section Elevation po
No. ft Type Fail
T1
152-146 Teg P2.5x.276 GR 18.0 Pass
Diagonal L2112x2112016 12.1 Pass
Horizontal L3112x4x7/16 5.4 Pass
Top Girt L31/2x4x7116 0.5 Pass
Bottom Girt L3112x4x7/16 3.6 Pass
Gu A 151.5 61.185 de 314 34.4 Pass
Guy B@151.5 61.185 de 314 34.2 Pass
Guy C@151.5 61.185 de 3/4 34.5 Pass
Torque Arm To 151.5 L3x3x114 14.9 Pass
Torque Arm Bottom 151.5 L3x3x114 40.1 Pass
T2 146-136 Leg P2x0.30 GR 51.2 Pass
Diagonal Ll 3/413/43/16 78.3 Pass
81.1 b
Horizontal P2x.218 1.9 Pass
Top Girt P2x.218 6.8 Pass
Bottom Girt P2x.218 3.7 Pass
T3 136-126 Leg P2x0.30 GR 70.0 Pass
Diagonal L1 3/413/43/16 58.5 Pass
Horizontal P2x.218 3.1 Pass
Top Girt P2x.218 3.5 Pass
Bottom Girt P2x.218 0.9 Pass
T4 126-116 Leg P2x0.30 GR 71.8 Pass
Diagonal 1-131413/43/16 46.6 Pass
Horizontal P2x.218 4.1 Pass
Top Girt P2x.218 0.7 Pass
Bottom Girt P2x.218 2.9 Pass
Document No. ENG-RPT-503S Revision Date:01/08/09 6
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
Section • Component Size %Capacity Pass
No. • Fail
-
T5 116-106 Leg P2x0.30 GR 68.2 Pass
Diagonal L1 3/413/43/16 63.9 Pass
Horizontal P2x.218 2.5 Pass
Top Girt P2x.218 3.5 Pass
Bottom Girt P2x.218 4.1 Pass
T6 106-96 Leg P2OM GR 48.8 Pass
Diagonal Ll 3/413/43116 97.4 Pass
99.0 b
Horizontal P2018 2.4 Pass
Top Girt P2x.218 4.4 Pass
Bottom Girt P2x.218 13.0 Pass
Guy A@96.1667 61.718 de 314 46.4 Pass
Guy B@96,1667 61.718 de 314 47.0 Pass
Guy C@96.11 67 61.718 de 314 46.6 Pass
Torque Arm To 96.1667 L3x3xl/4 23.3 Pass
Torque Arm Bottom 96.1667 L3x3xl/4 41.3 Pass
T7 96-90 Leg P2.5x.276 GR 49.4 Pass
Diagonal L21/2x21/2x7116 18.3 Pass
Horizontal L3112x4x7/16 12.6 Pass
Top Girt L3112x4x7/16 4.8 Pass
Bottom Girt L3112x4x7/16 6.8 Pass
T8 90-80 Leg P2x0.30 GR 60.8 Pass
Diagonal L1 3/413/43/16 37.9 Pass
Horizontal P2x.218 2.1 Pass
Top Girt P2x.218 3.5 Pass
Bottom Girt P2x.218 1.4 Pass
T9 80-70 Leg P2x0.30 GR 63.5 Pass
Diagonal L1 3/413/43/16 25.8 Pass
Horizontal P2x.218 2.2 Pass
Top Girt P2x.218 1.7 Pass
Bottom Girt P2x.218 1.0 Pass
T10 70-60 Leg P2x0.30 GR 65.0 Pass
Diagonal L1 3/413/43/16 22.7 Pass
Horizontal P2x.218 2.3 Pass
Top Girt P2x.218 1.0 Pass
Bottom Girt P2x.218 1.1 Pass
T11 60-50 Leg P2x0.30 GR 66.8 Pass
Diagonal L13/4x1 3143116 35.2 Pass
Horizontal P2x.218 2.3 Pass
Top Girt P2x.218 1.9 Pass
Bottom Girt P2x.218 1.8 Pass
T12 50-40 Leg P2x0.30 GR 75.8 Pass
Diagonal Ll 3/413/43/16 43.3 Pass
Horizontal P2x.218 2.6 Pass
Top Girt P2x.218 2.6 Pass
Bottom Girt P2x.218 7.7 Pass
Guy A@40.1667 112 32.7 Pass
Gu B@40.1667 1/2 32.8 Pass
Guy C@40.1667 1/2 32.6 Pass
T13 40-30 Leg P2x0.30 GR 73.1 Pass
Diagonal L1 3/413/43116 25.6 Pass
Horizontal P2x.218 2.7 Pass
Top Girt P2x.218 3.1 Pass
Bottom Girt P2x.218 1.3 Pass
T14 30-20 Leg P2x0.30 GR 74.8 Pass
Diagonal L1 3/413/43/16 16.1 Pass
Horizontal P2x.218 2.7 Pass
Document No. ENG-RPT-503S Revision Date:01108109 7
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
Section • Component Size %Capacity Pass
No. pe Fail
73—p Girt P2x.218 1.1 Pass
Bottom Girt P2x.218 1.1 Pass
T15 20-10 Leg P2x0.30 GR 77.1 Pass
Diagonal L1 3/413/43/16 19.9 Pass
Horizontal P2x.218 2.8 Pass
Top Girt P2x.218 1.1 Pass
Bottom Girt P2x.218 1.3 Pass
T16 10-0 Leg P20.30 GR 79.8 Pass
Diagonal L1 3/413/43116 25.0 Pass
Horizontal P2x.218 2.9 Pass
Top Girt P2x.218 1.3 Pass
Bottom Girt P2x.218 6.6 Pass
*Diagonal bolts assumed to be grade A325X.
Table 4—Maximum Base Reactions
Current'nalysis* Modification Design-
ANSIITIA-222-G
Reaction • •ntal Vertical Moment HorizontalMoment
Tower Base 2 k 105 k 50 k-ft 40 k 274 k 111 k-ft
Inner Anchor*"* 22 k 24 k -- ---
Outer Anchor 17 k 1 17 k 28 k 28 k --
*Current analysis reactions are within an allowable factor of 1.35 when the original design reactions are based on an allowable stress design per ANSUTIA-222-G.
**Modification design reactions capacities determined by Sterling Engineering and Design Group,Ltd.(Report No.061-697)Structural Analysis Report dated February 17,
2005.
—Inner Anchor determined adequate per independent analysis.
Table 5—Maximum Antenna Rotations at Service Wind Speed(Proposed Dishes Only)
ElevationCenterline •eg •-.
130 26'MW Dish 0.0576 0.0190
'ilt and twist values to be reviewed by carrier.
Document No. ENG-RPT-503S Revision Date:01/08109 8
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
GENERAL COMMENTS
This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower
and its foundation. It is the responsibility of SBA Network Services, Inc, to verify that the tower modeled and analyzed is the
correct structure(with accurate antenna loading information)modeled. If there are substantial modifications to be made or the
assumptions made in this analysis are not accurate, FDH Engineering, Inc. should be notified immediately to perform a
revised analysis.
LIMITATIONS
All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the
evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or
additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard
and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in
nature and we will not release this report to any other party without the client's consent. The use of this engineering work is
limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other
purpose without the written consent of FDH Engineering, Inc.
Document No. ENG-RPT-503S Revision Date:01/08/09 9
Structural Analysis Report
SBA Network Services,Inc.
SBA Site ID:MA01085-A
November 30,2011
APPENDIX
Document No. ENG-RPT-503S Revision Date:01108109 10
r ,
R=145.00 ft R=145.00 ft
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152_0 it
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146.0 ft
t;
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R=85.00 R=85.00 It
136_0 ft �i0
I I
R=145.00 ft R=145.00 ft
1zs.o ft PLAN
a � o
c? ra m m
ulO N N N O u I
116.0 ft DESIGNED APPURTENANCE LOADING
TYPE ELEVATION TYPE ELEVATION
7.75"x1.7"omni 154.6 (2)RRU-Ericsson RRUS-11(New 119.1
Lightning Rod 154.6 Cingular)
106.0 ft 5'x2.4"Pipe Mount(Arch) 151.2 (2)RRU-Ericsson RRUS-11(New 119.1
7'-10"x0.93"omni 151.2
Cingular)
5'x1.88"Pipe Mount 151.2 Raycap DC6-48-60-18-8F(New 119.1
Cingular)
0GB9-900K(Arch) 151.2
LLPC31OR w/mount pipe(Clearwire) 140 PCTEL GPS(New Cingular) 119.1
96.0 ft LLPC310R w/mount pipe(Clearwire) 140 (4)LGP21401 TMA(New Cingular) 119.1
11'x 1.25"Omni(WBZ) 119.1
RRH Unit(Clearwire) 140cNi
RRH Unit(CleanMre) 140 (2)Kathrein 800-10121 w/Mount Pipe 119.1
(New Cingular)
N 90.0 ft !O RRH Unit(Clearwire) 140 DUO1417-868-00 w/Mount Pipe(New 119.1
Side Mount Standoff(1)(Clearwire) 140 Cingular)
�s Side Mount Standoff(1)(ClearMne) 140 (2)Kathrein 800-10121 w/Mount Pipe 119.1
Side Mount Standoff(1)(Clearwire) 140 (New Cingular)
r LLPC31 OR w/mount pipe(Clearwire) 140 DU01417-868-00 w/Mount Pipe(New 119.1
80.0 ft \moo VHLP2.5(Clearwire) 140 Cingular)
VHLP2.5(Clearwire) 140 (2)Kathrein 800-10121 w/Mount Pipe 119.1
(New Cingular)
VHLP2.5(Clearwire) 140
< DUO1417-868-00 w/Mount Pipe(New 119.1
VHLP1(Clearwire) 140 Cingular)
(2)76"x 14"x 7"Panel w/Mount Pipe 130.4 Kathrein 800-10766 w/Mount Pipe 119.1
70.0 it (Sprint) (New Cingular)
24"x 14"x 7"Filter(Sprint) 130.4 (4)LGP21401 TMA(New Cingular) 119.1
(4)24"x 14"x 7"RRU(Sprint) 130.4 (3)12.5'T-Frames(New Cingular) 119.1
(4)12"x 6"x 2"Combiner(Sprint) 130.4 (4)LGP21401 TMA(New Cingular) 119.1
Pipe Mount(Sprint) 130.4 11'x 1.25"Omni(WBZ) 117
60.0 it ODU Radio(Sprint) 130.4 Side Mount Standoff(1)(WBZ) 117
26"Dish(Sprint) 130.4 (3)Lightweight 12'T-Frames(Verizon) 100
(3)10'T-Frames(Sprint) 129.5 (4)SC 9012-DIN w/Mount Pipe 100
(2)76"x 14"x 7"Panel w/Mount Pipe 129.6 (Verizon)
ALL REACTIONS (Sprint) (4)SC 9012-DIN w/Mount Pipe 100
50.0 ft ARE FACTORED 24"x 14"x 7"Filter(Sprint) 129.6 (Verizon)
E m (4)24"x 14"x 7"RRU(Sprint) 129.6 (4)SC 9012-DIN w/Mount Pipe 100
t? x m m ro (4)12"x 6'x 2"Combiner(Sprint) 129.6 (Verizon)
H N N Torque Platform nn
% MAX.CORNER REAC e Artn
o x DOWN: 73K Pipe Mount(Sprint) 129.6 ueA (Torque A 97.5
~ a a a a @) = ODU Radio(Sprint) 129.6
a m 40.0 ft UPLIFT: 0 K 26"Dish(Sprint) 129.6 Torque Arm Platform(Torque A" 97.5
J SHEAR: 5 K (2)76"x 14"x 7"Panel w/Mount Pipe 128.9 Platform)
(Sprint) 16"x12"x8"Box 97.5
AXIAL 24"x 14"x 7"Filter(Sprint) 128.9 Torque Arm Platform(Torque Am 96
ry (4)24"x 14"x 7"RRU(Sprint) 128.9 Platform)
6209 K Torque Am Platform(Torque Arm 96
30.0 ft (4)12"x 6"x 2"Combiner(Sprint) 128.9 Platform)
SHEAR MOMEN GPs(Sprint) 128.9 1.2M-1 Dish(Arch) 54.75
Kathrein 800-10766 w/Mount Pipe 119.1 2'Standoff(Arch) 54.75
O K 9 kip-ft (New Cingular)
Kathrein 800-10766 w/Mount Pipe 119.1
20.0 ft TORQUE 0 kip-ft (New singular)
40 mph WIND-1.0000 1I1 IC (2)RRU-Ericsson RRUS-11(New 119.1
p
AXIAL Cingular)
105 K SYMBOL LIST
10011: MARK SIZE MARK SIZE
SHEARj �MOMEN A P2.Sx.276(GR) C L3 1/2x4x7/16
2 K 50 kip-ft I B L2 1/2x21/2x7/16
TORQUE 0 kip-ft MATERIAL STRENGTH
0.0 ft REACTIONS-100 mph WIN GRADE Fy Fu I GRADE I F Fu
A572-50 50 ksi 165 ksi I A36 136 ksi 58 ksi
z R=65.uu TOWER DESIGN NOTES
h j3 E1. Tower is located in Essex County,Massachusetts.
a" '� 2. Tower designed for Exposure C to the TIA-222-G Standard.
v" 'o o m x LL ,c 3 3. Tower designed for a 100 mph basic wind in accordance with the TIA-222-G Standard.
4. Tower is also designed for a 40 mph basic wind with 1.00 in ice.Ice is considered to increase
in thirknpca with hpinht
FDH Engineering,Inc. ,b North Andover,MA01085-A
2730 Rowland Road Pfelect:11-05129E S3
Raleigh, North Carolina Client SBA Network Services Drawn by:SMN Appd'
Tower Analysis Phone:(919)755-1012 Code: TIA-222-G Date:11/30/11 scale' NTS
FAX: 919 755-1031 Path: Dwg No.E-1
The Commonwealth of Massachusetts
Department of Industrial Accidents
Offwe of Investigations
to 600 Washington Street
Boston,MA 02111
www mas&gov/dia
Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name(Business/Organi atiodlndividudy SBA Communication Corporation
Address: 5900 Broken Sound Parkway
City/State/Zip: Boca Raton FL. 33487 Phone#: 508-366-5505
Are you an employer?Check the appropriate box: Type of project(required):
L® I am s employer with 750 4. ❑1 am a general contractor and I 6. ❑New construction
employees(full and/or part-time).* have hired the sub-contractors 7 Remodeling
2.❑ 1 am a sole proprietor or partner- listed on the attached sheet.*
ship and have no employees These sub-contractors have 8. ❑Demolition
working for me in any capacity. workers'comp.insurance. 9. []Building addition
[No workers'comp.insurance 5. ❑We are a corporation and its 10.❑Electrical repairs or additions
required.] officers have exercised their
3.❑ 1 am a homeowner doing all work right of exemption per MGL I LE]Plumbing repairs or additions
myself.[No workers'comp. c.152,§1(4),and we have no 12.[]Roof repairs
insurance required.]t employees.(No workers' Telecommunications
comp.insurance required.] 13.X�Other
'My applicant that checks box#1 mint also fill out the section below showing their workers'compensation policy iolbrmadom
1NomeTvn who submit this affidavit ladioting they are doing all wort sad then hire outsideit camtactors must subma ww affidavit indicating sodr.
tConhaemrs that check this box most attached an additioW sheet showing the game of the sub-conasuoa and thea workers'eocV.policy informstioo.
I air an employer that is providing workers'compcnsadon Insurance for my employee& Below Is the policy and Job site
Information.
Insurance Company Name- Henderson Brothers Inc.
A7-63D-610026-032 3/15/2013
Policy#or Self-ins.Lic.ZU-6311-610026-0721Expiration Date:
Job Site Address:36o C`'..h e SMA st City/State/Zip: W > N-;+ 0)(ST
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby c under pexaN1 s of perjury that the informadon provide ob a 14 true and correct.
Sianature:
Phone#• `
OftleMl use only. Do not write in this area,to be completed by city or town official
City or Town: PermittLicense#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing.Inspector
6.Other
Contact Person: Phone#:
t ( Massachusetts-Department of Public Safety
Board of Building Regulations and Standards
Construction Super%i%or
License;CS-076934
I�
JEFFREY S STENNBERG
26 CMMCH.ST
WESTBOROUGH MA 01581
Expiration
Commissioner 03/28/2014
unrestricted-Buildings of any use group which
contain less than 35,000 cubic feet(99 lm)of
enclosed space.
i
Failure to possess a current edition of the Massachusetts
State Building Code Is cause for revocation of this license. #
For DPS licensing Information visit: www.Mass.Gov/DPS j
i
i
1
STRUCTURAL NOTE: ,^n
Sprint' _
G.C. TO REFER TO SPECIAL1 INTERNATIONAL BLVD.SUITE 800
, '
MgHWAH. 7495
INSTALLATION REQUIREMENTS AND/OR '1
TEL:18301 357-57-76x1
MODIFICATIONS RECOMMENDED IN
STRUCTURAL ANALYSIS REPORT
PREPARED BY FDH ENGINEERING, INC. jam '
DATED: 1 1-30-1 1i`_ -= SBA
i
,.1 TM
S rin
SBA 5900 BROKEN COMMUNICATIONS CORP.
SOUND PARKWAY TEL:(Sbl 12'26-9523
- \ BOCA RATON,FL 33487-2797 FAX:(_61(2263"2
SITE NUMBER: Hudson
BS23XC422 Design Groupuc±*
1600 0SGOOD STREET 40
SITE NAME. BUILDING 20 NORTH,SURE 2-101 TEL(9781557SSS3
N.ANDOVER.NA01845 FAX:97B!
78 336-5586
SBA TOWER
N OF M9SS9c�
SITE ADDRESS: ANI M P .
SBA SITE#:MA01085-A 300 CHESTNUT STREET cl
o.4 7 0
SBA SITE NAME: NORTH ANDOVER NORTH ANDOVER, MA 01845 �FG
FS
ISTER�-�
S�ONAL
SITE INFORMATION VICINITY MAP TIM
"°"TM'�: N.Y.S. SHEET INDEX
SITE NUMBER: BS23XC422 LOCAL POWER SHEET NO. DESCRIPTION
COMPANY: NATIONAL GRID
SITE NAME: SBA TOWER T-1 TITLE SHEET
LOCAL TELCO
SITE ADDRESS: 300 CHESTNUT STREET COMPANY: VERIZON � GN-1 GENERAL NOTES
NORTH ANDOVER,MA 01845
APPLICANT: SPRINT s C-1 PLOT PLAN
COUNTY: ESSEX 1 INTERNATIONAL BLVD, �y
A-1 COMPOUND PLAN AND ELEVATION
SUITE 800 1p
ZONING: RESIDENTIAL-3 MAHWAH,NJ 07495 CHECKED BY- JX
A-2 ANTENNA SCENARIO&RF SYSTEM SCHEDULE
PARCEL ID: MAP 98C LOT 2 APPLICANT DPH I
REPRESENTATIVE: ALCATEL-LUCENT �a A-3 DETAILS D BY:
COORDINATES('): N 42°40'08.1 1 ROBBINS ROAD
W 71°06'31.6" WESTFORD,MA 01886 4 A-4 CABINET&ANTENNA WIRING DIAGRAM SUBMITTALS
(978)952-1600
GROUND ELEV.('): 314.9'3 (AMSL) �v
S-1 STRUCTURAL DETAILS R' DATE DESMON BY
SITE ACQUISITION
STRUCTURE TYPE: GUYED TOWER CONSULTANT: SBA COMMUNICATIONS CORP. _ ? PROJECT E-1 TYPICAL POWER&GROUNDING ONE LINE DIAGRAMS
ONE RESEARCH DRIVE )r '�'4 SITE
STRUCTURE HEIGHT: 153±(AGL) SUITE 200C G
WESTBOROUGH,MA 01581 m -'
ANTENNA RAD w N
CENTER: 130.4'3(AGL) A&E CONSULTANT: HUDSON DESIGN GROUP LLC � Z 01 17 IZ FOR CgbiliUCllpi SF
1600 OSGOOD STREET DD APPROVALS I 12/01/11 ISSIlED FOR KM JOB
PROPERTY& BLDG 20 NORTH,SUITE 2-101 to
STRUCTURE OWNER: SBA PROPERTIES,INC NORTH ANDOVER,MA 01845 't THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR SITE NUMBER:
5900 BROKEN SOUND PKWY TEL: (978)557-5553
BOCA RATON,FL 33487 FAX:(978)336-5586 U RF-P TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE BS23XC422
LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. SITE NAME:
(')-COORDINATES FROM SPRINT SITERRA DATABASE Q
SBA TOWER
AND CONFIRMED WITH GOOGLE EARTH BY
ALCATEL-LUCENT. SCOPE OF WORK
CONSTRUCTION: DATE: SITE ADDRESS:
300 CHESTNUT STREET.
GENERALNOTES 1. REPLACE EXISTING MOD CELL WITH (1)MM-BTS CABINET&INSTALL FIBER DISTRIBUTION BOX WITHIN NORTH ANDOVER, MA 01845
EXISTING LEASE AREA.REPLACE EXISTING DC PLANT&BATTERY CABINETS WITH(2)BBU CABINETS. LEASING/
1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR HUMAN HABITATION: SITE ACQUISITION: DATE: 9[FI 111E
-HANDICAPPED ACCESS NOT REQUIRED 2. REMOVE(6)EXISTING CDMA ANTENNAS AND REPLACE WITH(3)NETWORK VISION ANTENNAS&(6)RRH'S.
-PORTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED
-NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED 3. REMOVE EXISTING CDMA COAX CABLES&INSTALL(3)HYBRIFLEX CABLES FROM EQUIPMENT CABINET TITLE SHEET
TO ANTENNA RF ENGINEER: DATE:
2. CONTRACTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS,AND CONDITIONS ON JOB SITE.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES 4. REMOVE EXISTING GPS ANTENNA AND REPLACE WITH NEW GPS ANTENNA
BEFORE PROCEEDING WITH THE WORK.FAILURE TO NOTIFY THE ARCHITECT/ENGINEER PLACE THE DIG SAFE SYSTEMS,INC. LANDLORD/
RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S PROPERTY OWNER: DATE: yQr NAM
EXPENSE. 1-888-DIG-SAFE(344-7233) T 1
3. DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. I — 1
BUILDING CODE:MASSACHUSETTS STATE BUILDING CODE 780 CMR-8TH EDITION
ELECTRICAL CODE:2008 NATIONAL ELECTRICAL CODE
STRUCTURAL CODE:TIA/EIA-222-G OR LATEST EDITION
DMa^N 01000 - GENERAL REQUIREMENTS CONCRETE METALS S p r i n t' -
C. DISE ACCELERATING ADMIXTURES WEATHER
IN COLD WEATHER AND 13. UNLESS OTHERWISE NOTED,EXPANSION BOLTS SHALL
PART 1 GENERAL CAST-IN-PLACE CONCRETE RETARDING ADMIXTURES M NOT WESTER ONLY WHEN APPROVED PART 1 - GENERAL
BY THE ENGINEER. CONFORM CLASS 1. FEDERAL SPECIFICATION OR FF-S-325,CROUP n,TYPE
REFER TO SPRINT STANDARD CONSTRUCTION SPECIFICATIONS. PART I - GENERAL NSTALLATIONHALSHALL BE INACCORWINCA E MTN THENAL I INTERNATIONALMHWAH,BLVD,SUFE 800
N CASE OF A CONFLICT, SPRINT STANDARD CONSTRUCTION 0. TOTAL AN CONTENT SHALL BE S PERCENT PLUS OR MINUS 1.01 WORK INCLUDED MAHwAH.NJ 07495
SPECIFICATIONS(LATEST EDITION)SHALL BE FOLLOWED. 1.01 DESCRIPTION 1 PERCENT. IN THE WORK ALL MATERIALS
OF THE FABRICATION AND MANUFACTURER'S RECOMMENDATIONS.(31/2)I MINIMUM EMBEDMENT SHALL TEL:1800)357-7641
PART 2 GENERAL NOTES WORK INCLUDES CONSTRUCTION OF CAST-IN-PLACED CONCRETE INSTALLATION THE Of ALL ITY THERE F. NC FURNISHED.AND WITHOUT BE THREE AND ONE HALF(J 1/Z)INCIMES.
FOUNDATIONS. INCLUDINGCONSTRUCTION
CTIONONG AND IN-PLACED READY-MIX PMT 3 - EXECUTION LIMITING THE GENERALITY THEREOF,INCLUDES ALL RALEOLWMENT. 14. WHERE ROOF PENETRATIONS ARE REQUIRED, THE
LABOR AND SERVALS REQUIRED FOR ALL STRUCTURAL STEEL CONTRACTOR SHALL CONTACT AND COORDINATE RELATED WORM
1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY CONCRETE.REINFORCING,FORMWORK.AND ACCESSORY MATERIALS HEREIN
AND
ALL ITEMS INCIDENTAL THERETO AS SPECIFIED
WITH ALL LAWS.ORDINANCES,RULES.REGULATIONS AND AS SHOWN ON THE DRAWINGS. CAST-IN-PLACE CONCRETE J.OT MSPECTKN HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING: WITH THE LL BE P OWNER AND THE EXISTING ROOF TO NOT
LAWFUL ORDERS OF ANY PUBLIC AUTHORITY.MUNICIPAL AND NCLUOES ALL SITE CONCRETE,INCLUDING FOUNDATIONS.SLABS WORK SHALL BE PERFORMED R SUCH A MANNER A$TO NOT SBA pD��
UTILITY COMPANY SPECIFICATIONS.AND LOCAL AND STATE ON GRADE.EQUIPMENT PADS.AND GUARD POST FOUNDATIONS. THE CONTRACTOR SMALL VERIFY ANCHORS,SEATS.PENEORATIONS, 1. STEEL FRAMING INCLUDING BEAMS.ANGLES.CHANNELS AND VOID THE EXISTING ROOF WARRANTY.
,M6SOCTIONAIL CODES BEARING ON THE PERFORMANCE OF PLATES. E ARE CCURATEmEmT.AND ACED.OTHER ITEMS E RELCAW MO PLATES.
THE WORK.THE WORM PERFORMED ON THE PROJECT AND 1.02 RELATED WORK CONCRETE ARE ACCURATELY PLACED.HELD SECURELY,ND
THE MATERIALS INSTALLED TALL BE N STRICT ACCORDANCE SRADL NOT CAUSE HARDSHIP IN RACING CONCRETE. 2• WELDING AND BOLTING OF ATTACHMENTS. WOOD
WITH ALL APPLICABLE CODES. REGULATIONS.AND A COORDINATE UNDER SLAB CONDUITS 3.02 PREPARATION
1.02 REFERENCE STANDARDS 1. PLYWOOD SHALL MEET THE RECOMMENDATIONS(SPF) 1G THEA A
ORDINANCES. 2 All LUMBER SMALL $?RIUCE-PIE-FIN(SPF)11 GRADE- SBA COMMUNICATIONS CORP.
B. COORDINATE WITH GROUNDING A THE CONTRACTOR SMALL PREPARE PREVIOUSLY PLACED 5900 BROKEN SOUND PARKWAY MEL(561122(r9523
2. THE ARCHITECT/ENGNEER HAVE MADE EVERY EFFORT TO CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING O THE WORK SMALL CONFORM TO THE COOED AND STANDARDS J.ALL LUMBER BONDING
SI PRESSURE TREATED W11H gE$ERIA7NE5.
SET FORTH N THE CONSTRUCTION AND CONTRACT 1.03 APPLICABLE STANDARDS BONDING AGENT. APPLY BONDING AGENT N ACCORDANCE WITH OF THE FOLLOWING AGENCIES AS FURTHER CITED HEREIN: ALLOWABLE BIAINI'STRESS:10 Inn 1,000 PSI BOLA RATIN.FL 33487-2797 FAX:�5611226.3572
DOCUMENTS THE COMPLETE SCOPE OF WORK.THE MANUFACTURER'S INSTRUCTIONS. MODULUS a EIASIIOTY:1.6�IOt PSI
CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED A AC7-301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE 1. ASTM:AYERICAI SOCIETY FOR TESTING AND MATERIALS.AS 4.ALL JOIST HANGERS,CLP ANGLES AND PLATES TO BE HEAVY
OR
THAT MINOMISSIONS OR ERRORS IN THE TDRAWINGS AND BUILDINGS. 3.03 RIDING CONCRETE PUBLISHED N'COMPILATION OF ASTM STANDARDS N BUILDING GILVMIZED AS MANUFACTURED BY SIMPSON CO.,OR APPROVED
OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR OXOES" EOUA.
FROM COMPLETING THE PROJECT AND IMPROVEMENTS N B. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE. A THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24LVLS
ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. Z. AWS:AMERCM01.1-20 WELDING URAL W INC--AS DE'. VIED IN SAL APPROVED
TO BE MANUFACTURED BY 809E Ul5FI0E OR Hudson
C. ASTM C33 - CONCRETE AGGREGATES HOURS IO ADVANCE OF CONCRETE PLACEMENT. UNLESS 'STANDARD DI.1-2006.STRUCTURAL WELDING CODE'. ATPItOYED Ems'
3. THE CONTRACTOR OR ODDER SMALL BEAR THE SHALL E E WAVED IN ONLY
I CASE,PLACING OF CONCRETE Design 6roupuc
RESPONSIBILITY OF NOTIFYING(N WRITING SPRINT'S D. ASTM C94 - READY-MIXED CONCRETE SMALL BE PERFORMED ONLY IN THE PRESENCE OF THE 3. AISC:AMERICAN INSTITUTE FOR STEEL CONSTRUCTION.AS
ENGINEER. mcf'w CONSTRUCTION ANTENNA MSTALATKN
REPRESENTATIVE OF ANY CONFLICTS.ERRORS OR OMI E.
BUILDINGS IN CODE FOR'SPECIFICATIONS
PRACTICE FOR STEEL _._
Pla TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR E. ASTM C150 - PORTLAND CEMENT CONCRETE SHALL NOT BE PLACED UNTIL ALL FORM WORK. BUILDINGS AND BRIDGES": 'SPECIFIDATMONS FOR THE DESIGN, 1600 OSGOOD STREET
PERFORMANCE OF WORK. EMBEDDED PARTS,STEEL REINFORCEMENT,FOUNDATION FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR PART t - GENERAL
F. ASTM 0260- AIR-ENTRAINING ADMIXTURES FOR CONCRETE. BUILDING E NORTH,SUITE 2-101 TEL X9781 557-5553
SURFACES,AND JOINTS IAADVED N THE PLACING HAVE BEEN BUILDING$"• 1.01 WORK INCLUDED N.ANDOVER.MA 01845 FAX:X9781336-5586
4. THE SCOPE OF WORK SMALL INCLUDE FURNISHING ALL APPROVED.AND UNTIL FACILITIES ACCEPTABLE TO THE$PRINT
MATERIALS,EQUIPMENT.LABOR AND ALL OTHER MATERIALS G. ASTM C - LIQUID MEMBRANE FORTING COMPOUNDS FOR REPRESENTATIVE HAVE EN PROVIDED AND MADE READY FOR 4. EHA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA
AND LABOR DEEMED NECESSARY TO COMPLETE THE CURING CONCRETE. ACCOMPLIMEN
OF THE WORK AS SPECIFIED. CONCRETE MAY SUPPORTING STRUCTURES. A ANTENNAS AND COAXAL CABLES SPALL BE AS
WORK/PROJECT AS DESCRIBED HEREIN. A
NOT BE ORDERED FOR PLACEMENT UNTIL L ITEMS HAVE BEEN ON TINES DRAWINGS. THE CONTRACTOR SMALL BE RESPONSIBLE
H. ASTM C491 - CHEMICAL ADMIXTURES FOR CONCRETE. FOR THE PROTECTION APPROVED AND SPRINT HAS PERFORMED A FINAL INSPECTION PART 2 - STRUCTURAL NOTES ADHERENCE TO OSHA PERSONNEL AND PROPERTY. STRICT OF
STANDARDS IS MANDATED.
S, THE CONTRACTOR SUBMISSION OF DS LL NBT THE JOB SITE PRIOR 70 THE TO FAMILIARIZE 1. ASTM A613 - DEFORMED STEEL BARS FOR CONCRETE AND GIVEN APPROVAL TO START PLACEMENT M WRITING. ALL STEEL WORK SHALL R PAINTED D GALVANIZED ISPRINT N
CATIONS
7REN$ELF WITH THE FIELD OR CONDITIONS AND TO VERIFY THAT REINFORCEMENT. B. UNLESS SPECIFIED TO 8E BEVELED,EXPOSED EDGES OF UNLESS OiCHfERWSE NOTEWITH T14E DODA.DRAWINGS AND
SMALL BE B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND SPRINT
THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH J. ASTM A185 - STEEL WELDED DARE FABRIC FOR CONCRETE FLOATED OR TROWELED SURFACES SMALL BE EDGED WITH A ASTM-992-50 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC SPECIFICATIONS. ANIEL P. G
THE CONSTRUCTION DRAWINGS. OL HAVING A 1/4-CORNER RADIUS. DRAWINGS.STEEL DESIGN. INSTALLATION AND BOLTING SHALL BE C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED
REINFORCEMENTN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL ON DRAWINGS. M ___41.04 QUALITY ASSURANCE
6. THE CONTRACTOR SMALL OBTAIN AUTHORIZATION TO PROCEED C. PLACEMENT OF CONCRETE SMALL BE IN ACCORDANCE WITH CONSTRUCTION(NSC) 'MANUAL OF STEEL CONSTRUCTION".MISC.
WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM ACI 301. STEEL TO BE A36. CI
NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/ D. INSTALL COAXIAL CABLES AND MANUFACTURER'S S BETWEEN
CONCRETE MATERIALS AND OPERATIONS TALL BE TESTED AND ANTENNAS AND ES. WEATHERPROOF
PER MANUFACTURER'S 1 O.4 7 O
CONTRACT DOCUMENTS. INSPECTED BY THE ENGINEER AS DIRECTED BY SPRINT. I0.N THE CONTRACTOR SMALL ENSURE THAT REINFORCEMENT, 1. DESIGN REOUIREMENTS NUE PER STATE BUILDING CODE AND RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN
INSERTS,ENTRE NICO PARTS, FORMED JOINTS AND VAPOR STANDARDS OR SSE SUPPLEMENTS.AN A SUPPORTING
STRUCTURES.
THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S n
7. THE CONTRACTOR IN 7 INSTALL ALL EQUIPMENT AND 1.05 TESTS BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET ,r�G/
MATERIALS ACCORDING TO THE SS NOTED OTHERWISE
/ N EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STEL-
vEN00R'S SPECIFICATIONS UNLESS NOTED OTNERWS OR CONCRETE TESTS SMALL BE AS DETAILED BELOW OR AS DIRECTED E. THE FOLLOWING AINHUM CONCRETE COVER SMALL BE 2. CONTRACTOR SWILL VERIFY ALL DIMENSIONS AND CONOTTIONS \\J
WERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. BY SPRINT. CONCRETE MATERIALS AND OPERATIONS SWILL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE N THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY STATED. F`SS/ONAL E '
TESTED AND INSPECTED BY THE ENGINEER AS THE WORK ON DRAWINGS: MATERIAL.ANY UNUSUAL CONDITIONS SMALL BE REPORTED TO
a. THE CONTRACTOR SHALL MAINTAIN AML SET OF PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR CONCRETE CAST AGAINST EARTH.............3 IN. THE ATTENTION OF THE CONSTRUCTION MANAGER AND ENGINEER E. ANTENNA MOUNTS AND HARDWARE SHALL BE PAINTED TO
CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE MATERIAL SHALL NOT N ANY WAY PREVENT LATER REJECTION CONCRETE EXPOSED TO EARTH OR WEATHER: OF RECORD. MATCH EXISTING CONDITIONS.
LATEST REV60NS AND ADDENDUM'S OR CLARIFICATIONS WHEN SUCH DEFECT IS DISCOVERED NOR TALL IT OBLIGATE THE 06 AND LARGER.............................................2 IN.
AVAILABLE FOR THE USE OF ALL PERSONNEL INVOLVED WITH ENGINEER FOR FINAL ACCEPTANCE. 05 AND SMALLER#WWF......................1 1/2 IN. 3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SMALL F. ANTENNA AND COAXIAL CABLE GROUNDING:
THE PROJECT. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR CONFORM TO TRE AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1• ALL EXTERIOR/6 GREEN GROUND WIRE 'bAIsr
A THREE CONCRETE TEST CYLINDERS TALL BE TAKEN OF NOT CAST AGAINST THE GROUND. "SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF CHAIN'CONNECTIONS ARE TO BE WEATHER SEALED.
9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE THE TOWER PIER FOUNDATION. ONE SHALL BE TESTED O THREE SLAB AND WALL............................................3/4 N. STRUCTURAL STEEL FOR BUILDINGS". 2. ALL COAXAL CABLE GROUNDING KITS ARE TO BE
PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE DAYS.ONE O TWENTY-EIGHT DAYS. THE THIRD CYLINDER 94ALL BEAUS AND COLUMNS.................................1 1/2 N. INSTALLED ON STRAIGHT RUNS OF COAXAL CABLE (NOT WITHIN
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, BE KEPT SEPARATELY. (IF REQUIRED TO BE USED IN THE 4. STEEL PIPE SMALL CONFORM TO ASTM A500 COLD-FORMED BENDS).
METHODS, TECHNIQUES.SEQUENCES AND PROCEDURES AND FUTURE.) 3.04 SURFACE FINISHES WELDED h SEAMLESS CARBON STEEL STRUCTURAL TUBING'.
FOR COORDINATING ALL PORTIONS OF LAME WORK UNDER GRADE A OR ASTM A53 PIPE STEEL BLACK AND HOT-DIPPED
TCONTRACT. B. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST A SURFACES AGAINST WHICH BACK FILL OR CONCRETE SHALL ZINC-COATED WELDED AND SEAMLESS TYPE E OR S.GRADE B. ROOF WORK
HE
10. THE CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINING CYLINDERS TAKEN. SLUMP SMALL NOT EXCEED 4"UNLESS BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF p LARGER.
INDICATED ARE NOMINAL.ACTUAL OUTSIDE DIAMETER 1. IF ROOF WORK IS REWIRED.CAUTION SHALL BE EXERCISED
ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED OTHERWISE NOTED. WILE WORKING ON THE ROOF. EVERY EFFORT MUST BE MADE
FOR THE WORK BY THE ARCHTTECT/ENGNEER,THE STATE, PART 2 - PRODUCT 8. SURFACES THAT WILL BE PERMANENTLY EXPOSED SNAIL 5. STRUCTURAL CONNECTION BOLTS SMALL BE HIGH STRENGTH TO PRESERVE THE ROOF WARRANTY.
COUNT'OR LOCAL GOVERNMENT AUTHORITY. PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FNS BOLTS(BEARING TYPE)AD CONFORM TO ASTM A325'HIGH
2.01 CONCRETE MATERIALS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH STRENGTH BOLTS FOR STRUCTURAL JOINTS,INCLUDING SUITABLE 2.WHENLLC ROOF'PENETRATIONS ARE REQUIRED.TIE CONTRACTOR
11. THE CONTRACTOR SMALL MAKE NECESSARY PROVISIONS TO DRY PACK GROUT,OR BY SACKING WITH UTILITY OR ORDINARY NUTS AND PIAN HARDENED WASHER$".UNLESS OTHERWISE SWINE CONTACT AND TINGCOOROOFING
THE WORK WITH THE BUILDING
PROTECT EXISTING SITE CONDITIONS DURING CONSTRUCTION. CONCRETE SMALL BE COMPOSED OF PORTLAND CEMENT.WATER, GROUT. OWNER AND THE EXISTING ROOFING INSTALLER. CHECKED BY: JX
UPON COMPLETION OF WORM, THE CONTRACTOR SHALL FINE AND COARSE AGGREGATES.AND ADMIXTURES AS SPECIFIED NOTED,ALL BOLTS SMALL RE LL B DA TYPE X.
REPAIR ANY DAMAGE THAT MAY WIVE OCCURRED DUE TO BELOW,ALL WELL MIXED AND BROUGHT TO PROPER C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WITCH STEEL MATERIALS
CONSTRUCTION ON OR ABOUT THE PROPERTY. CONSISTENCY.CLASS I.II, Il.OR V. WILL BE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE A71ON N ACCORDANCE WITH ASTM GALVANIZED23"ZINC(HOT-DIP RELATED WORK(ROOF TOP SITESI IFPPtOVED 9Y: DPH
12. THE CONTRACTOR SMALL KEEP THE GENERAL WORK AREA SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING GALVANIZED)COATINGS ON NON AND STEEL PRODUCTS', UNLESS
CLEW AND HAZARD FREE WRING CONSTRUCTION WO SND A CEMENT:CEMENT SHALL BE TYPE I.GRAY COLOR, SPECIFIES A HORIZONTAL SURFACE OR SHOWS THE SLOPE OTHERWISE NOTED FURNISHED ONE FOLLOWINGMEATS WORK O SPECIFIED UNOTH
DISPOSE of ALL DIRT,DEBRIS.RUBBISH AND REMOVE ALL LOW-ALKALI PORTLAND CEMENT CONFORMING TO ASTM 0150. REQUIRED.TADTHE TOPS OF CURBS,AND PARAPETSW SURFACES.
SUCH AS SU SLOPED AUR CONSTRUCTION DOCUMENTS.BUT COORDINATE WITH OTHER SUBMITTALS
UNNECESSARY L DIRT.
7. ALL BOLTS,ANCHORS AND MISCELLANEOUS HARDWARE SHALL TRADES PRIOR TO 810:
B. FINE AND COARSE AGGREGATES:AGGREGATES FOR USE N APPROXIMATELY 3/8'/FT OF MOTH. BROADER SURFACES SUCH BE GALVANIZED N ACCORDANCE WITH ASTM A153 "ZINC-COATING 1. FLASHING OF OPENING INTO OUTSIDE WALLS IV' DATE DESCMI)TION BY
CONCRETE SHALL COMPLY WITH ASTM C33. AS WALKS.ROADS. PARKING AREAS AND PLATFORMS SHALL BE
13. LAME CONTRACTOR BALL COMPLY WITH ALL PERTINENT SLOPED APPROXIMATELY 1/4"/F7. (NOT-DP)ON ON IRON AND STEEL HARDWARE".UNLESS OTHERWISED
2. SEALING AND CAULKING ALL OPENINGS
SECTIONS OF THE STATE BASIC BUILDING CODE,LATEST C. WATER:WATER FOR MIXING AND CURING CONCRETE SHALL NOTED. 3. PAINTING
EDITION.AND ALL OTA REQUIREMENTS AS THEY APPLY TO BE FREE FROM SEWAGE.OIL.ACD,ALKALI.AND SALTS AND D. SURFACES THAT WILL BE COVERED BY BACKFILL OR 4. CUTTING AND PATCHING
THIS PROJECT.ALL EXISTING ACTIVE SEWER,WATER,GAS, SHALL BE FREE FROM OBJECTIONABLE QUANTITIES OF SILT, CONCRETE SNAIL BE SMOOTH SCREEOED. 8• FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED
ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED N ORGANIC MATTER,AND OTHER DELETERIOUS SUBSTANCES. GALVANIZED SURFACES SHALL BE REPAIRED WITH AN ORGANIC 1.03 REQUIREMENTS OR REGULATOR AGENCIES
THE WORK.TALL BE PROTECTED AT ALL TIMES.AND E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED. ZINC REPAIR PAINT COMPLYING WITH REQUIREMENTS OF ASTM
WHERE REQUIRED FOR THE PROPER EXECUTION 2,02 ADMIXTURES SCREEDEO, FLOATED.AND'STEEL TROWELED•" HAND OR A780•GALVANIZING REPAIR PANT SHALL HAVE 65 PERCENT ZINC A FURNISH U.L. LISTED EOUIPMENT WHERE SUCH LABEL IS
OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY THE P)WER-DRIVEN EQUIPMENT MAY 8E U$EO FOR FLDATINGs WHICH BY WEIGHT, ZIRP BY DUNCAN GALVANIZING,GALVA BRIGHT AVAILABLE. *MALL IN CONFORMANCE WITH U.L STANDARDS
ARCHITECT/ENGINEER. A CHEMICAL ADMIXTURE:ASTM C494.TYPE A-WATER 2 01 12 12 FOR 0DIIS R IC01 dSFSHALL O STARTED AS SOON AS THE SCREENED SURFACE MAS PREMIUM BY CROWN OR EQUAL. SS WHERE APPLICABLE.REDUCING OR TYPE D - WATER REDUCING AND RETARDING. ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS- ALL GALVANHZNG REPAIR PAINT SHALL BE NOT NOT LESS TWIN 414. TME CONTRACTOR SINAL NOTIFY SPRINT'S REPRESENTATIVE EDGES D A WIVE A 3/a' ERMITCHAMR. CONCRETE TIONS.EXPANN COATS(ALLOW TIME TO DRY BETWEEN COATS)WITH A RESULTING 8. INSTALL ANTENNA,ANTENNA CABLES,GROUNDING SYSTEM M 1 12/04/11 ISM FOR Il M
WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT 2.03 CURING COMPOUND:ASTM C3D9,TYPEI.CLASS 8: ANCHORS AND EPDXY ANCHORS SHALL BE INSTALLED N COATING THICKNESS REQUIRED BY ASTM A123 OR A153 AS ACCORDANCE WITH AND DRAWIN
AND DATNSOFSPECIFICATION IN EFFECT AT
DOCUMENTS.THE CONTRACTOR IS NOT TO ORDER MATERIAL TRANSLUCENT. APPLICABLE. PROJECT LOCATION AND RE IAL CODES
HAV OF STATE AND LOCAL
ACCORDANCE WITH MANUFACTURER'S G CODES.SHA SPECIAL SPECIFIC CORES,AND$PORAL CODES HAVING JURISDICTION OVER
OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN INSPECTIONS.REWIRED BY GOVERNING CODES,SHALL BE SITE NUMBER:
CONFLICT UNTIL THE CONFLICT IS RESOLVED BY SPRINT'S 2.04 ACCESSORIES 9. CONTRACTOR SPALL COMPLY UAL AWS CODE FOR N SPECIFIC ED TO THE
OF WORK. THIS WORK INCLUDES BUT I$ BS23XC422
REPRESENTATIVE. PERFORMED N ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM PROCEDURES,APPEARANCE AND QUALITY OF WELDS,AND FOR NOT LIMNED TO THE FOLLOWING:
A NONTf6NK GROUT:PEWXED COMPOUND CONSISTING OF ALLOWABLE LOADS. MANUFACTURER'S MINIWM CONCRETE EDGE METHODS USED N CORRECTING WELDING.ALL WELDERS AND
15. THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS, NONMETALLIC AGGREGATE.CEMENT.WATER REDUCING AND DISTANCE SMALL BE MAINTAINED WRING INSTALLATION. WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH 1. EA/M- ELECTRONIC IDUSTIES ASSOCIATION RS SITE NAME:
ELEVATIONS, PROPERTY LINES.ETC.ON THE JOB. PLASTIGZNG AGENTS:CAPABLE OF DEVELOPING MINIMUM AWS "STANDARD].W PATCHING SMALL BE DORS UALI E 0 N ELECTRODESREDURES* ALL WELDINGLDISMALL AND ANTENNA STRUCTURAL
TING RDS FOR
ORESTEEL ANTENNA TOWERS
COMPRESSIVE STRENGTH OF 7.000 PSI IN 28 DAYS. SBA TOWER
16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FORCONFORM TO NSC AND 01.1.WERE FILLM
ET WELD SIZES E NOT
ANTENNA AZIMUTH VERIFICATION(DURING ANTENNA B. JOINT FILLER: BITUMINOUS TYPE,ASTM 01751 OR ONE CONTRACTOR SNAIL NOTIFY THE ENGINEER IMMEOA7EDr SHOWN.PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE 2. FM- FEDERAL AVIATION ADMINISTRATION ADVISORY
INSTALLATION) PRIOR TO CONDUCTING SITE SWEEPING. NON-BITUWNW$TYPE ASTM Di752. UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE NSC 'MANUAL OF STEEL CONSTRUCTION". 13TH EDITION. CIRCULAR AC 70/7460-M,OBSTRUCTION MARKING AND LIGHTING.
CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO SITE ADDRESS:
NPRD. THE ENGINEERS DIRECTION. 10. INCORRECTLY FABRICATED. DAMAGED OR OTHERWISE 3. FCC - FEDERAL COMMUNICATIONS COMMISSION
17. THE GENERAL CONTRACTOR TALO N ALL INSTANCES C. ANCHOR BOLTS:ASTM A307. UI4YISFITTNG OR NONCONFORMING MATERIALS OR CONDITIONS SHALL RULES AND REGULATIONS FORM 715,OBSTRUCTION MARKING AND 300 CHESTNUT STREET.
CONFORM TO THE SPECIFICATIONS ISSUED BY SPRINT. 20.9 CONCRETE MIX 3,06 DEFECTIVE CONCRETE BE REPORTED TO THE CONSTRUCTION MANAGER PRIOR TO LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES AND FORM NORTH ANDOVER. MA 01845
REMEDIAL OR CORRECTIVE ACTION.ANY SUCH ACTION SHALL 715A.HIGH INTENSITY OBSTRUCTION LIGHTING SPECIFICATIONS FOR
A CONCRETE SHALL BE PROPORTIONED 18. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS PORTED PER REQUIREMENTS OF THE CONTRACTOR SMALL MODIFY OR REPLACE CONCRETE NOT I= OR
MANAGER APPROVAL. ANTENNA STRUCTURES.
OR RISERS THROUGH THE BUILDING. DO NOT PENETRATE ACI 301 k SPRINT CONSTRUCTION SPECIFICATIONS FOR DESIGN OR TO REDLINED LEVELS AND LINES.DETAILS.AND
STRUCTURAL MEMBERS WITHOUT STRUCTURAL ENGINEER'S STRENGTH h WO KABKITY. CONCRETE SHALL BE DELIVERED ELEVATIONS AS SPECIFIED M ACI 301. 11. UNISORUTs SHALL BE FORMED STEEL CANNEL STRAP 4. NEC - NATIONAL ELECTRICAL CODE 9RT NUE
APPROVAL. SLEEVES AND/OR PENETRATIONS N FIRE RATED WITHIN 45 MINUTES OF ADDITION OF WATER TO MIX. ].07 PROTECTION FRAMING AS MANUFACTURED BY UNISTRUT CORP.WAYNE.N OR
/ EQUAL. STRUT MEMBERS SHALL BE 1 5/8.0 5/8":12GA 5. UL - UNDERWRITER'S LABORATORIES APPROVED
CONSTRUCTION SHALL BE PACKED WITH FIRE RATED B. THE FOLLOWING STRENGTHS SMALL BE USED: UNLESS OTHERWISE NOTED.AND SHALL BE HOT-DIP GALVANIZED ELECTRICAL PRODUCTS.
MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE 1 FENCE POST FOUNDATIONS - DESIGN COMPRESSIVE AFTER FABRICATION FOR EXTERNAL USE APPLICATIONS. GENERAL NOTES
STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL A IMMEDIATELY AFTER PLACEMENT,THE CONTRACTOR SHALL
STRENGTH AT 28 DAYS OF],000 PSI. 8. IN ALL CASES.PART 77 OF THE FM RULES AND
PREVENT PASSAGE OF WATER,SANDALS FIRE AND FUMES.ALL PROTECT THE CONCRETE FROM PREMATURE DRYING.
MATERIAL SMALL BE UL APPROVED FOR THIS PURPOSE. 2. EOUPYENT FOUNDATION - DESIGN COMPRESSIVE EXCESSIVELY HOT OR COLD TEMPERATURES,AND MECHANICAL 12. UNLESS CONSIST OF 1 S MOOED,EPDXY LESS S ASSEMBLY PARTS 17 AND 22 OF TFME FCC RULES ARE APPLICABLE AND M
STRENGTH Di 3A00 PSI A7 28 DAYS UNLESS OTNERWIS NOTED. INJURY. FINISHED WONT SHALL BE PROTECTED. THAM-L THU OF 1/2" RS.ANDIAMETER TERNDESS STEEL ANCHOR THE EVENT OF CONFLICT.SUPERSEDE ANY OTHER STANDARDS OR
(CONTRACTOR FURNISH 1,000 PSI CONCRETE). ROD WITH NUTS&WASHERS.AN INTERNALLY THREADED INERT, SPECIFICATIONS.
3. CONCRETE STRENGTH FOR MONOPOLE OR FOUNDATION SMALL BE .1000 PSI MORE THAN THE TOWER L CONCRETE SHALL BE MAINTAINED WITH MINIMAL ROSTURE A SOMEN TUBE AND SYSTEM 94ALL BE THE EPDXY ADHESIVE.THE ANCHORING
14LTI HIT HY-20 AND OR
LOSS AT RELATIVELY CATION O TEMPERATURE FOR PERIOD SCD MAHWI
MANUFACTURER'S RECOMMENDATIONS, 4,000 PSI MINIMUM. NECESSARY FOR HYDRATION Of CEMENT AND HARDENING OF SYSTEMS(AS SPECIFIED ON DWG.)OR ENGINEERS APPROVED
CONCRETE. EQUAL WITH 4-1/4'MIN. EMBEDMENT DEPTH.
C. ALL CONCRETE SHALL BE WATER CURED PER ACCEPTABLE B ASSUMED EXISTING CONATION DIFFERS.ENGINEER MUST 1
BE INFORMED OF ACTUAL FIELD CONDITION. G i�I N, v I v_ I
PRACTICES SPECIFIED BY ACI CODE. SUBCONTRACTOR TO VERIFY EXISTING DIMENSIONS PRIOR TO
STEEL FABRICATION.
Sprv�I1M
I INTERNATIONAL BLVD,SURE 800
MAHwAH,NJ 07495
TEL:(800)357-7641
\ MAP 9
LOT 300
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/ K1L A_ LAN$
SBA COMMUNICATIONS CORP.
226-9523
/ 2 5900 BROKEN SORK-
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�\ MAP 9982 LOT 91 I I _ — — _ BUILDING E NORTH.SURE 2-101 TEL(978)557-5553
LOT I _ N.AI.DOVgER.MA 01x845 FAX 19781 33b5586
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/ I
/ 1 I APPLICANT: SPRINTREV. DATEDESCRP110N BY
IINTERNATIONAL BLVD, SURE 800
MAHWAH. NJ 07495
I _ 1 OWNER: SBA PROPERTIES INC.
5900 WY
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LOT 67 LOT 66 I LOT 110
—--—-� PROPERTY UNE - SUBJECT PARCEL SITE NAME:
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1) VERIFY EXACT ANTENNA MODEL AY
AZIMUTHS WITH RF ENGINEER PRIOR G.C. TO REFER TO SPECIAL ��
I INTERNATIONAL BLVD.SURE 800
TO INSTALLATION' INSTALLATION REQUIREMENTS AND/OR MAHWIBOOJ
AN,3NJ 57_57-7495
TEL: 76x1
2) REMOVE EXISTING GPS ANTENNA MODIFICATIONS RECOMMENDED IN
AND REPLACE WITH NEW GPS ANTENNA. STRUCTURAL ANALYSIS REPORT
PREPARED BY FDH ENGINEERING, INC.
DATED: 11-30-11 S BA
Q OF PROPOSED ANTENNAS
DELEV 130.4'-0't (ACL) EXISTING EMPTY PIPE MAST
SBA COMMUNICATIONS CORP.
5900 BROKEN SOUND PARKWAY TEL 1561)226-9523
PROPOSED 190011It RRf7 SOCA RATON.FL 33487-2797 FAX:156IJ 22tT
1 MOUNTED BEHIND PROPOSED
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EXISTING EQUIPMENT ��`" Or
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EXISTING CHAIN LINK NORTH ANDOVER, MA 01845
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COMPOUND PLAN I GRAPHIC SCALE EQUIPMENT FRAME a
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NOTE: >1.PROPOSED ANTENNAS TO BE MOVED Sprint'
FROM TEMPORARY LOCATION TO vmml
FINAL LOCATION AFTER EXISTING
1 INTERNATIONAL BL`/D.SURE 800
ANTENNAS ARE OFFLINE & REMOVED.
MAHWAH,NJ 07495
TEL:I&)0)357-7641
2.PROPOSED TEMPORARY PIPES SHALL
BE REMOVED AFTER ANTENNAS ARE
MOVED TO FINAL LOCATION. EXISTING EMPTY PIPE MAST
EXISTING CDMA ANTENNAS TO BE EXISTING CDMA ANTENNAS TO BE SBA nD��
REMOVED AND REPLACED WITH REMOVED AND REPLACED WITH
PROPOSED PANEL ANTENNA PROPOSED PANEL ANTENNA
SBA COMMUNICATIONS CORP.
9523
C-1 A-2 5,00 BROKEN BOCA RATONSOUND 33487 2R 97 TEL.
2266-3572
MOUNTEDPROPOSE
AN1r° RRN e
PROPOSED ao0/19oaM11t a AMENIA(�D) 5-�
PANEL ANTEMI MOUNTED 70 S_, ALPHA Hudson
4 PROPOSED a00/1900MN: NEW TEMPORARY PAPE MAST GAMMA SECTOR
A-3 PANELTEYpORARY PIPEMASTTO PROPOSED a00NaMt a (8SECTOR)__ t X19°°)
NEW If
EXISTING EXISTING 1900MNt AM MOUNTED I pap• EXISTING
GUYED 15-5,11
1 PROPOSED a00MNt a 1900mm GUYED TEI Y SRO §-1 GUYED �� 160005GOOD STREET
TOWER S-, RM MOUNTED K1QO ANTENNA
�) TOWER ANTENNA(STAPLED) USED C-2 TOWER A-1 PROPOSED N.ANBUILDDNG 20 OVER,RN 01842-I Oi FAX:19781336-5586
ea00/19001ms ENA PAN 19'TEN
POU' ANTENM / e
S-1 MOUNTED TO EMOUNTED PM S 1 Nf�
E705TNG RPE PASTOF
EXISTING CDMA EXISTING CDMA EXISTING CDMA EXISTING CDMA MAST �. S
ANTENNAS TO ANTENNAS TO ANTENNAS TO ANTENNAS TO 4 a , D�
BE REMOVED BE REMOVED BE REMOVED BE REMOVED a MOUNTED BE1N0 A N I E L P.
AND REPLACED AND REPLACED AND REPLACED AND REPLACED A-9 B_2 GcIT
WITH PROPOSED WITH PROPOSED WITH PROPOSED WITH PROPOSED ANTENNA(STACKED) PIPEIMASTMPTY M
PANEL ANTENNA PANEL ANTENNA PANEL ANTENNA PANEL ANTENNA ePROPOSED 800/1900MNt B_14800/1900)
BETA Cl -i
S-1 EEPROPOSED a00MNr a 1900MNt S-1 PAWL TO STATE RPE MOSTNNA SECTOR
E 'STT AC EO) taoO i 900) o.4 7 0
e��L°�OA TEN'L/1MOUNTED TO
A-7 NEW TEMPORARY RPE PAST
,
156' y8' NAL
0W
NEXISTING ANTENNA PLAN INTERMEDIATE ANTENNA PLAN
FINAL ANTENNA PLAN 3
SCALE:N.T.S. A-2 SCALE: N.T.S. A-2 SCALE: N.T.S. A-2
(•) - CONTRACTOR TO FIELD VERIFY ALL
CABLE/JUMPER LENGTHS AGAINST CURRENT BOM
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA CHECKED BY- JX
STATUS (MHz) MAKE MODEL EXISTING PROPOSED DOWN TILT DOWN TILT (A.G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR
Q (Fa eEFFJ ) LENGTH (•) SIZE (IN) LENGTH (FT)(•) MAKE MODEL LENGTH (FT) CODING APPROVED BY. DPH
/ APXVSPP18-C 0' -8* 800MHz 1 1/2 MAX 10' RFS LCF 1/2" N/A N/A G YG
A-1 PROPOSED 800 1900 RFS -A20 60' 80' 0' -3, 130.4' 190'1 1900MHz 1 1 2 MAX 10' LCF-172 N A N A G YR
� SUBMITTALS
DATE DESOWTIM EY
A-2 - - - - - - - - - - - - - - - - - -
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA 2 01/12/12 FOR alGTMIM SF
STATUS (MHz) MAKE MODEL EXISTING DOWN TILT DOWN TILT (A.G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR 1 12/04/11 MO FOR REYIETN OB
( �r ) PROPOSED LENGTH (•) SIZE (IN) LENGTH (FT)(*) MAKE MODEL LENGTH (FT) CODING
P40-16-XLPP 0' -3' 190' 80OMHz 1 1/2 MAX 10' RFS LCF 1/2" N/A N/A G G YG SITE NUMBER:
B-1 PROPOSED 800/1900 RFS -RR-A 190 210' 0' 0' 130.4' 1 1900MHz1 1/2 MAX 10 LCF 1/2- N/A N/A G G YR BS23XC422
L,J - _ _ - _ _ _ _ _ _ - _ - - _ - _ - - SITE NAME:
m SBA TOWER
SITE ADDRESS:
300 CHESTNUT STREET.
NORTH ANDOVER, MA 01845
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA
STATUS (MHz) MAKE MODEL EXISTINGDOWN TILT DOWN TILT (A.G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR „
OFM RDtW 1 PROPOSED - - - LENGTH (•) - SIZE (IN) LENGTH (Fr)(-) MAKE MODEL - LENGTH (FT) CODING
C_1 - - - - ANTENNA SCENARIO
& RF SCH
SCHEDULE
SYSTEM
0 C-2 PROPOSED 800/1900 RFS APXVSPP18-C 280' 280' O 130.4' 190.1 800MHz 1 1/2 MAX 10' RFS LCF 1/2' N A N A G G G YG 9fEN Now
-A20 O' -3' T OOMH 1 I/2 MAX 10 LCF 1/2 N/A __N/A G G G YR
A-2
Sprint'
Ma"
1 INTERNATIONAL BLVD,SUITE 800
MAHWAH,NJ 07495
TEL:(BW)357-7661
E57,Zy EST.33.0'
51
SBA 00
�" 36
SBA COMMUNICATIONS CORP.
5900 BROKEN SOUND PARKWAY TEL:(5611 226-9523
1390 Les FIBER DISTRIBUTION BOX BOCA RATON.FL33487-2797 FAX:1561)2263572
ESTIMATED MM. SPECIFICATIONS
HEIGHT 45"
60ECv2 CABINET n
SPECIFICATIONS ' WIDTH 36" Hudson
HEIGHT 60" DEPTH 14" Design Group=
$
WIDTH 31"
BUILDING
UIL IN G20N STREET 557-5-1
DEPTH 30" N.ANDOVER,MA 01845E 2-101 FAX:(9 8j 3365586
WEIGHT 1625 LBS. STTEEL FRAME.�TEROOFTOP
32• YI 35.5" n � N OF h�gSSgC'
LEFT SIDE VIEW FRONT VIEW
�� ANIEL
M
NOTE: NOTE:
EQUIPMENT SHILL BE ANCHORED PER EOUIPMENT SHALL BE ANCHORED PER NOTE:
MANUFACTURERS SPECIFICATIONS. MANUFACTURERS SPECIFICATIONS. EQUIPMENT SHALL BE ANCHORED PER 0.4- 7
MANUFACTURERS SPECIFlCAnONS.
ALCATEL-LUCENT 9928 OUTDOOR CABINET 1 60ECv2 BATTERY BACK-UP CABINET FIBER DISTRIBUTION BOX
SCALE:N.T.S. SCALE: N.T.S. A-3 SCALE:N.T.S. A-3 `js`� J�\
ONAL
SPRIT VISION ANTENNA
FOOL SHIELD
Dowty-Tar ANTENNA MOUNT
CHECKED BY: A
(MODEL /APM40-2)
DRAIN WIRE APPROVED BY: DPH
POWER CABLES SUBMITTALS
EXISTING PIPE MAST REV. DATE OESCR1PI10N or
FIBER OPTIC CABLE
4UV/POLYETHYLENE
ALARM CABLE EXTERNAL JACKET
ALUMINUM OC
PCTEL GPS ANTENNA MODEL:
GPS-TMG-NIR-26N MYLAR
(5-Hx3.2'0) INNER SHEATH 2 01/12/12 FOR CMISIRUC11U1 SF
MULTIMODAL ANTENNA
SPECIFICATIONS DRAIN WIRE 1 12/04/11 651 E0 FDR REVEL OB
APXVSPP18 P40-16- PIPE SUPPORT MODEL -C-A20 XLPP-RR-A POWER CAN3TIS-KEATNH
SITE NUMBER:
HEIGHT FIBER OPTIC WHa DASHED BS23XC422
75.2' S4" ALARM CABLOUTEPAINTED ATH SITE NAME:
WIDTH 13.8" 20" OVER DRAIN WIRE
ATOWER
DEPTH
7.95" 6.5" CLEAR HYLAALUMNUM OC UV/POLYETImE"NE SITE ADDRESS:
WEIGHT W/0 EXTERNAL JACKEr 300 CHESTNUT STREET.
MOUNTING 571bs 531bs NORTH ANDOVER, MA 01845
HARDWARE
MULTIMODAL ANTENNA DETAIL K T'), GPS ANTENNA DETAIL HYBRIFLEX CABLE DETAIL sw NINE
SCALE: N.T.S. A-3 SCALE:N.T.S. A-3 SCALE: N.T.S. A-3
DETAILS
sm NNW
A-3
800 and Single 1900 RRH pair with Single 800/1900 Radome Antenna(800 Hosting 1900 RET) S p ri me
vW=.1
1 INTERNATIONAL BLVD,SLATE 800
Power Feed Polarity DeBrddon: MAHWAH.N107495
Antennas 800 Antennas 1900 lam Black=-48VDC Feed(Battery) TEL:(800)357-7641
r.BlackM1Nhite stripe=Retvn
NOTE:For power feed use the same
Hybrinex OEM color designator as
the fiber.
(0)MMPair 1=F7=Green Bl—P2BWe)n) SBA
(0)MM Pair 2=F2=Blue==P1(Green)
800 and 1900 Antennas in a Single Radome (Lh MM Pair 3=F3=Red=P3(R ed)
O Y O O Y 0 O M O (Y)MM Pair 4=F4=Yellow=P4(Yellaw)
.45 AET/ I�-05 RET/ -45 RET/ (0)MM Pair 6=F5=Orange=(No F6
power feed)
OEM COLOR CODE SBA COMMUNICATIONS CORP.
HYBRIFLEX 5900 BROKEN SOUND PARKWAY TEL:(561)226-9523
BOCA RATON,R 33487-2797 FAX:(561)716-3572
(Y)
NOTE:
ILL FEEDS ARE BLACK UNLESS
ORENY46E N01E0.
Hudson
c c 'a a I .; a. - Design Group=
CDMA 1900 RRH 1 of LTE 1900 RRH 2 of
CDMAEO0 RRH PAIR I PAIR COLOR KEY Cw(RT
nmE w. EAl .e•— C GREEN
1600 OSGOOD STREET
em,ao.ca 1 .A ao cE Y YELLOW 8UILDING20NORTH,SURE2-101 TEL:(97815575553
cm .roc w w .rm� r� en M or of R B �� N.ANDOVER,MA 01845 FA%:(978)3365586
v PURPLE
R REO
la n Intlivitlual CPRI rials chain n Dusl RRH CPRI pAlarm Jumper/ G
OF9SSq�ti
daiORANCE
sy chain i Alarm Cap Y NTA
n n
Sharad .Power ANIEL P. GJ1
_ M
Q Fiber Fl Fiber F3 CI 01
ower-PI Power P3
Fiber F2 UnLLsed) NOTE:An unused power and fiber o.4 7 0
Power P2 mused) —t be
epee lerminated and!9 n ��YY
Faber FS Un�sed) Q �FO'ST
C1 O
V
SSS/ONAL '\
O Sector I(Alpha)Cade 1
Y�C.xBOO Mhi 01
Hybd#ex XX NN (G)OEM
Fiber F 1 8 Power Pt
XX=Sector Number `-,OEM Fiber F2 8 Power P2
NN=Hybdflex Run Number Y R1goo Mhx#1
to Cable Diatdbution Box (Lh OEM Fiber F 3 a Power P3
Y P1600Mha#1
111 OEMFiber F 4 8 Power P4
Hybrieex Sector Numbering (.)OEM
Fiber F B
ha
Alpha=-Hybyl rifiex 11 HYBRIFLEX COLOR CODE
Al
Beta=Hybrflex 21 LEGEND FORTHIS SCENARIO
Gamma=Hybrinex 31
CHECKED BY: JX
COLOR KEY CHARY
Y YE�LLOw I APPROVED BY: OPH
eBLUE
P Puma
Or RED
Or SUBMITTALS
0 ORANGE
Y MAGMA REV.V12/O4/11
OES(7EPT10N BY
2 FOR COtbTRIICIIOri 3
a t SM FOR REM DB
DC BREAKER STRIPSITE NUMBER:
UPPER BLOCK LOWER BLOCK a#
`a, A Boo BS23XC422
m C. L UNUSED
L n A oa H lsoa " SITE NAME:
SBA TOWER
P M c cox q P4 1600
aifi: A ,e� �" A ;. D c�
�® T SITE ADDRESS:
EM' -EM ca' A 300 CHESTNUT STREET.
B c3 `� P' NORTH ANDOVER, MA 01845
'° T a� Ee,a a ES � cal G
®e AEi� ��: r� c� A
la ca; M SHO RAE
cas A Pa
FIBER CABINET &
-48VDC ANTENNA WIRING
DIAGRAM
DI STRI BUT]O N CABI N ET
CABINET&ANTENNA WIRING DIAGRAM
SCALE: N.T.S. A–� A-4
STRUCTURAL NOTE: PROPOSED aw/19m" PA >ANTENNA ON E76STNG PIPE MOUNT s
CM. 1 PER SECTOR.TOTAL OF 3) A_3 Sprint
G.C. TO REFER TO SPECIAL PROPOSED DORM-TILT
1 INTERNATIONAL BLVD.SURE 800
ANTE`
MAHWAH.N107495
INSTALLATION REQUIREMENTS AND/OR
(MODEL Y0t°T
/APWO-2) TEL:(800)357-7641
MODIFICATIONS RECOMMENDED IN
STRUCTURAL ANALYSIS REPORT
PREPARED BY FDH ENGINEERING, INC. PROPOSED NTENNI7 R�"'0a+'E°BEtdiO 2
PROPOSED AMEINl1 ON EXaSTNG PIPE TMST
DATED: 11-30-11 (TVP.OF 1 PER SECTOR.TOTAL OF 3) ,3w SBA
SBA COMMUNICATIONS CORP.
5900 BROKEN SOUND PARKWAY TEL:(561)22b9523
BOCA RATON.FL 33487-2797 FAX:1561 2263572
m
O
EXISTING A Hudson
PIPE MAST or
® Design GroupLLc
S-t n
Oi
1600 OSGOOD STREET
BUILDING20NORTH.SURE2-101 TEL X97815575553
mN.ANDOVER.MA 0184533b5586
PROPOSED eooMMH: RraM=P8 IEHT 2 BOTTOM VIEW ��P��N OF ti14Ssgcti
PROPOSED ANTENM ON IPE MAST e
(TVP.OF 1 PER SECTOR.TOTAL OF 3) IS-' FD-RRH-2x50-800 = ANIEL P. G
SCALE: N.T.S. S-1 M
Cl 01
o.4 7 0
ST
SECTION
SECTION A-A o Ss/ONAL
11.8'
PROPOSED 1900MM RRH M01MTEo BENND •• �
PROPOSED ANTENNA ON EXISTING RPE MAST S_1
(TVP.OF 1 PER SECTOR, TOTAL OF 3)
EXISTING PIPE MAST
PROPOSED 800/190OMHa PANEL
ANTENNA ON EXISTING.RPE MOUNT A-]
(TVP.OF 1 PER SECTOR. TOTAL OF 3) e a
C4 CHECKED BY: ix
EXISTING ANTENNA FRAME EXISTING EMPTY
PIPE MAST APPROVED BY: DPH
SUBMITTALS
V12/04
DESORPTION BY
FRONT SIQEFD-RRH-4x40-1900SCALE: N.TS. S-t FOR CONSTRUCTIONSF SM FOR NEVE/ OB
SITE NUMBER:
BS23XC422
SITE NAME:
.___ SBA TOWER
---PROPOSED 80OMNr RRH=DMBE 2 191
PROPOSED ANTENNA ON E%tSTING RPE MAST S-t t.CONTRACTOR TO ENTRE THAT AM MOUMNG
(TYP.OF 1 PER SECTOR, TOTAL OF 3) DOES NOT INTERIM WM CUMBNO
�1AD�oEEa/vE65 95TING CFAE TRAY OR ANTENNA SITE ADDRESS:
300 CHESTNUT STREET.
2.CONTRACTOR f0 VERIFY N FEW DISTANCENORTH ANDOVER. MA 01845
BETWEEN ExGTNG CDNECnONS FOR THE
AmXNM FRAME TO ENSURE THERE 6 ENOUGH
SPACE TO MOUMFRAME. RRHS S BEHIND HEFT XIE
11E ANTEMNII
RRH MOUNTING DETAIL s.RRH PLACEMENT FOR REFERENCE ONLY. STRUCTURAL
SCALE:N.T.S. IS-1 �ITRACTOR TO VERIFY IN FEW SIZE OF p TC1MC PROPosEo ANTERRHNNM PUCE.ENT. DETAILS
EXISTING MOUNTING RPE TO BE 210 SCH.40.
r_6'LONG MNMUM. 4.VERIFY EXACT RRH 60M r11H RF ENGINEER
PRIOR TO NSTAWTION.
2.CONTRACTOR TO VERIFY N FEW SIZE OF
EMSTING ANTENMANTENN FRAME PIPES FOR RRH 5.PROPOSED COI T�MOUNTED PER Sal MINIM
Lvkwnmc MANUFACTURERS
S- 1
N S 1^
ET CABLES �1
— — — — — — — — — — — RET
I CABLE JUMPERS (TYP-)) ELECTRICAL NOTES Sprint'
REC
"16=11
1)ALL ELECTRICAL WORK: SHALL CONFORM TO THE REQUIREMENTS OF i INTERNATIONAL BLVD.SUITE 800
PROPOSED — — — — — OC/FR PAIR ) AND SOT LOCAL CTIONAL ODES.
CODE (NEC)AS WELL AS APPLICABLE STATE TELH X01 357NJ J6a
WLTNOOE
ANTENNA 2)THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUIT
ROUTING WITH LOCAL UTILITY COMPANIES AND SPRINT CONSTRUCTION
MANAGER.
Alm HYBRIFLEX CABLE GROUNDING KIT 3)ALL CONDUITS ROUTED BELOW GRADE SHALL TRANST04 TO ROD SBA �D�C
RRH RRH PER(MINIMUM
OF (3) GROUNDING KITS D ELBOWS WITH RIGID GALVANIZED STEEL CONDUIT ABOVE I I
(3) 1-1/4"WMaFLEX CABLES 4)ALL METAL CONDUITS BALL BE PROVIDED WITH GROUNDING BUSHINGS. (J/�
S)GENERAL CONTRACTOR SHALL PROVIDE ALL DIRECT BURIED CONDUITS SBA COMMUNICATIONS CORP.
WITH PLASTIC WARNING TAPE IDENTIFYING CONTENTS. TAPE COLORS SHALL 5900 BROKEN SOUND PARKWAY TEL:(561)226-9523
I I I I I I BE ORANGE FOR TELEPHONE AND RED FOR ELECTRIC. BOCA RATON,FL 33487-2797 FAX:(561)2263572
6)ALL ELECTRICAL ITEMS BALL BE U.L.APPROVED OR LISTED AND
PROCURED PER SPECIFICATION REGURREMENTS.
7)THE ELECTRICAL'FORK INCLUDES ALL LABOR AND MATERIALS H udson
DESCRIBED BY DRAWIDIN
S AND SPECIFICATIONS CLUDING INCIDENTAL
L TO ADDITIONAL SECTORS WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL
SYSTEM. Design GGroup=I- - - - _ - - - - � II I I
(2) /2 INSULATED GROUND CONDUCTOR
GENERAL CONTRACTOR SHALL
EES FOR PERMITS.AND IS
ID--H
(TYP. OF ALL CONNECTIONS BETWEEN RESPONSIBLE FOR OBTAINING SAID APE FRYITS AND COORDINATION OF
ANTEMMA$• RRH.AI COMS ER TO AGB) ANTENNA GROUND BAR INSPECTION160005G20N STREET
BUILDING 20 NORTH,SURE 2-101 NEL:(978)557-5553
(AGB) 9) ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO N.ANDOVER.MA 01845 FAX:(978)336-5586
WEATHER SHALL BE N WATER TIGHT GALVANIZED RIGID STEEL CONDUITS
#2 SOLID TINNED COPPER INTEGRAL CROUNII KIT Ac PROPOSED FIBER OR SCHEDULE 80 PVC (AS PERMITTED BY CODE)AND WHERE REQUIRED
DISTRIBUTION BOX N LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. `'' OF
1 EXISTING PPC CABINET OR GROUND WIRE FROM AGB I IIB CONI%NCTOR WITH 2 10)BURIED CONOUT BALL BE SCHEDULE 40 PVC.
MAIN ELECTRICAL PANEL TO MGB HOLE LUG
PROPOSED 1001A/2P I 11)ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XH HW THWN, OR Z A N I E L P, G�
BREAKER N EXISTNG PANEL I THIN INSULATION.
— — — — 3) 1.5"FLEX CONDUITS FOR 12) RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRHCAR. M
R. FIBER,AND ALARM
DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS CI
ON THIS AC LOAD I INSTALLATIONNTHWITH UTILITY COMPANY.E FULL LENGTH ALL ROPE. COORDIA O.4 7 0
FROM POWER SOURCE CENTER
POWER 13) RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY /Q�`C, Q
DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND O,C� STERF-
PROPOSED PROPOSED PROPOSED BTS CABINET AS INDICATED ON THIS DRAWING PROVIDE FULL LENGTHC
FIBER I W-BT CABINIiT CABINET PULL ROPE N INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT SS�ONAL '
FROM TELCO DEMARCATION TELCO COMPARTMENT MEASURING TAPE AT EACH ENI).
14)ADM GROUND PPORTION PC SHALL
CD�ITBEW TN BTS AND PROJECT
r - - - - - -
OWNER'S CELL 97E I
CONTRACTOR(ELECTRICIAN) TO VEMFY IN THE I I — - I
FIELD THAT THE CABLNG SERVOK THE I I r — — — — — — — — — — —
EXISH10 BTS CABINET FROM THE EXISTNC (3) /2.(1) /a GROUND. (1) I — — — — — — — J
POWER PANEL IS RATED EQUAL TO OR 1 I"PVC CONDUIT WITH I I I — —
GREATER THAN THE /2 AMC SPECIFIED FOR RNID RISERS(BELOW GRADE)
THE PROPOSED BTS 992E CABINET UPGRADE OR(1) 1 1'RIGID CONOUT I i I I I
THE CABLING AND CONDUIT IF NEEDED. (ABOVE GRADE) /2 AEG BARE COPPER WIRE GROUNDING NOTES
(1) 25 PAIR(/24 AVG)SOLID
v 1)ALL EOUIPYEN7 LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
TINED COPPER WIRE WITH TINNED
5ff&AL lDBI NOTE: COPPER BRAIDED SHIELD AND MASTER GROUND BAR 2)ALL GROUND WARE SHALL BE BARE COPPER/2 AWG UNLESS CHECKED BY: JX
GREY PVC LINER AND JACKET IN (MGB) OTHERWISE NOTED.
G.C.TO UPGRADE THE EXISTING YULLDOE 2"CONDUIT WITH RIGID RISERS
GARNET BIIFJAKER,CONDUCTOR.AND CONOUT 3 ALL GROUND WIRES SHALL PROVIDE A STRAIGHT,DOWNWARD PATH TO
TO A MINIMUM NEC RATING FOR A 100–MNP, GROUND WITH GRADUAL BENDS AS REQUIRED.GROUND WIRES SHALL NOT APPROVED BY: DPH
240V CIRCUIT. N2 STRANDED INSULATED BE LOOPED OR SHARPLY BENT.
GROUND WIRE
GROUND POINTMGB TO 4)EACH EOUPMENT CABINET SHALL BE CONNECTED TO THE MASTER SUBMITTALS
TYPICAL POWER&GROUNDING ONE LINE DIAGRAMS �� GROUND BAR CABINETS
WITH L AUG(HAVE(2o STRANDED COPPER WIRE. �,• MZ D�gPTpRJ �
EOUPMENT CARNETS SHALL EACH HAVE(2)CONNECTIONS.
SCALE: N.T.S. E-1 5)PROVIDE DEDICATED/2 AWG COPPER GROUND WARE FROM EACH
06 AWG FROM ANTENNA ANTENNA MOUNTING PIPE TO ASSOCIATED AGB(TYP.)
STAINLESS STEEL 5 CABLE GROUND KIT
4 p ` IN ANTENNA GROUND KITS SHALL BE FURNISHED BY SPRINT AND
INSTALLED BY ELECTRICAL CONTRACTOR.
GROUND BAR ON 7)COORDINATE NEW SPRINT GROUND SYSTEM WITH EXISTING SITE 2 01 12 12 FOR CONSIRUCIVIN SF
GROUNDING CABLE TWO HOLE COPPER COMPRESSION TERMINAL 7/16• 3/4" ° ° 0 WALL OR ON(SEE NOTE 21'NTENNA GROUND SYSTEM. / /
HARDWARE i
1 12 04 11 MB FOR MIEN OB
2" 0�0 ° ° 0 8)GROUNDING SHALL COMPLY MTN NEC ART. 250. ADDITIONALLY,
° ° 0 ° ° ACCORDANCE 'NTH PROJECT OWNER'S OTOTECTIONS SITE GROUNDING STANDARDS
SMALL BE D014E IN
cRauNo BAR ° ° DINGANDIGHTNING SITE NUMBER:
0 0 010 0 0 �1Z �Y�7
ELEVATION A 3 ®0 0 0 1 O O O O O O O O 9)GROUND HYMMEX CABLE SHIELDS MINIMUM AT BOTH ENDS USING BSL JXC'RFLL
1• �O O O O O O O O O O O QO MANUFACTURERS HYBRFLEX CABLE GROUNDING KITS. SITE NAME:
O O 10)ALL GROUND CONNECTIONS TO BE BURNOY HYGROUNO COMPRESSION SBA TOWER
LOCK WASTER (TYP.) FLAT WASHER (TYP.) TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW
3/8"x1-1/4" HEX BOLT BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL.
NUT (TYP.) 11)ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND SITE ADDRESS:
LEGEND STRAIGHTEST PATH POSSIBLE.EXCEPT AS OTHERWISE INDICATED. 300 CHESTNUT STREET.
GROUND BAR GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS NORTH ANDOVER. MA 01845
1– COPPER TINNED GROUND BAR, 1/4"t4"x20 OR OTHER LENGTH AS REQUIRED. MAKE AT LEAST 12"RADIUS BENDS. 05 WIRE CAN BE BENT AT 6"
HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION TWO HOLE LUG. TO BE USED WITH /4/0 RADIUS WHEN NECESSARY.BOND ANY METAL OBJECTS WITHIN 6 FEET OF
2– INSULATORS. NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL OR 02 AWG BCW TO BLDG OR GROUND PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR
EXPOSED BARE COPPER TO BE KEPT 3– 5/8"LOCKWASHERS OR EOUAL RING AS SHOWNGROUNDING RING.
` IIIE
TO ABSOLUTE MINIMUM. NO 4– WALL MOUNTING BRACKETS, NEWTON INSTRUMENT CO. CAT NO.A-6056 OR EQUAL
GROUNDING CABLE INSULATION ALLOWED WITHIN THE 5– 5/8– 11:1"H.H.C.S.BOLTS 12)CONNECTIONS TO GROUND BARS 94ALL BE MADE WITH TWO HOLE TYPICAL POWER &
SECTION A–A" COMPRESSION TERMINAL(TYPICAL) 1. CONTRACTOR TO UTILIZE KOPR–SIIIELD (THOMAS& COMPRESSION TYPE COPPER LUGS. APPLY OJGDE INHIBITING COMPOUND GROUNDING ONE
NOTE:
ROTES: BETTS) ON ALL LUG CONNECTIONS. TO ALL LOCATIONS LINE DIAGRAM
1. 'DOUBLING UP"OR STACKNG"OF CONNECTION IS NOT PERMITTED. 1. ALL BOLTS, NUTS. WASHERS AND LOCK WASHERS SHALL BE 18-8 2. ALL GROUND BARS SHALL BE GALVANIZED WITH 13)APPLY OXIDE INmg7ING COMPOUND TO ALL COMPRESSION TYPE
2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. STAINLESS STEEL. ANTI–THEFT HARDWARE.
3. CADWELD DOWNLEADS FROM UPPER EGB. LOWER ECB AND MGB. GROUND CONNECTIONS.
2. ALL C�No BARS SHALL BE GALVANIZED WITH ANTI-THEFTHARDWTYPICAL INSTALLATION OF GROUND
TYPICAL GROUND BAR CONNECTION DETAIL TYPICAL GROUND BAR DWIRE TO GROUND BAR DETAIL E- 1
SCALE:N.T.S. E-1 SCALE: N.T.S. E-1 SCALE:N.T.S. E-1
STRUCTURAL NOTE: �.��
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G.C. TO REFER TO SPECIAL VG :II�1
1 INTERNATIONAL BLVD,SURE 800
INSTALLATION REQUIREMENTS AND/OR MAHVIAH,N107495
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PREPARED BY FDH ENGINEERING, INC.
DATED: 11-30-11
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SBA COMMUNICATIONS CORP.
5900 BROKEN SOUND PARKWAY TEL:(561)226-9523
BOCA RATON.FL 33487-2797 FAX(561)226-3572
SITE NUMBER: Hudson
BS23XC422 Design GroupLLc
SITE NAME: 60 DING
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1600 NGOOD STREET
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II ANDOVER,MA 01845 FAX(9781336-5586
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SBA SITE #:MA01085-A 300 CHESTNUT STREET cl
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SBA SITE NAME: NORTH ANDOVER NORTH ANDOVER, MA 01845 °FFp,CISTONA
SITE INFORMATION VICINITY MAP TRUE NORM N.T.S. SHEET INDEX
SCALE:SITE NUMBER: BS23XC422 LOCAL POWER SHEET NO. DESCRIPTION
COMPANY: NATIONAL GRID
SITE NAME: SBA TOWER T-1 TITLE SHEET
LOCAL TELCO
SITE ADDRESS: 300 CHESTNUT STREET COMPANY: VERIZON �� GN-1 GENERAL NOTES
NORTH ANDOVER,MA 01845
APPLICANT: SPRINT ��SP KP C-1 PLOT PLAN
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PARCEL ID: MAP 98C LOT 2 APPLICANT
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REPRESENTATIVE: ALCATEL-LUCENT ?4 A-3 DETAILSD
COORDINATES('): N 42°40'08.1" 1 ROBBINS ROAD
W 71°06'31.6" WESTFORD,MA 01886 A-4 CABINET&ANTENNA WIRING DIAGRAM SUBMITTALS
(978)952-1600
GROUND ELEV.('): 314.9'± (AMSL) �v
? MY' DATE DESOWIM III
* S-1 STRUCTURAL DETAILS
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STRUCTURE TYPE: GUYED TOWER CONSULTANT: SBA COMMUNICATIONS CORP. = m PROJECT E-1 TYPICAL POWER&GROUNDING ONE LINE DIAGRAMS
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1600 OSGOOD STREET
PROPERTY& BLDG 20 NORTH,SUITE 2-101
STRUCTURE OWNER: SBA PROPERTIES,INC NORTH ANDOVER,MA 01845 SITE NUMBER:
5900 BROKEN SOUND PKWY TEL: (978)557-5553 S� THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR
BOCA RATON,FL 33487 FAX:(978)336-5586 U REP TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE BS23XC422
W LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. SITE NAME:
(')-COORDINATES FROM SPRINT SITERRA DATABASE a
AND CONFIRMED WITH GOOGLE EARTH BY 5SBA TOWER
ALCATEL-LUCENT. SCOPE OF WORK
CONSTRUCTION: DATE: SITE ADDRESS:
300 CHESTNUT STREET.
GENERALNOTES 1. REPLACE EXISTING MOD CELL WITH (1)MM-BTS CABINET&INSTALL FIBER DISTRIBUTION BOX WITHIN NORTH ANDOVER, MA 01845
EXISTING LEASE AREA.REPLACE EXISTING DC PLANT&BATTERY CABINETS WITH(2)BBU CABINETS. LEASING/
1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR HUMAN HABITATION: SITE ACQUISITION: DATE: SIM>1R4
-HANDICAPPED ACCESS NOT REQUIRED 2. REMOVE(6)EXISTING CDMA ANTENNAS AND REPLACE WITH(3)NETWORK VISION ANTENNAS&(6)RRH'S.
-PORTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED
-NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED 3. REMOVE EXISTING CDMA COAX CABLES&INSTALL(3)HYBRIFLEX CABLES FROM EQUIPMENT CABINET TITLE SHEET
TO ANTENNA RF ENGINEER: DATE:
2. CONTRACTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS,AND CONDITIONS ON JOB SITE.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES 4. REMOVE EXISTING GPS ANTENNA AND REPLACE WITH NEW GPS ANTENNA
BEFORE PROCEEDING WITH THE WORK.FAILURE TO NOTIFY THE ARCHITECT/ENGINEER PLACE THE DIG SAFE SYSTEMS,INC,. LANDLORD!
RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S PROPERTY OWNER: DATE: SIM M�gp
EXPENSE.
1-888-DIG-SAFE(344-7233)
3. DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. T- 1
BUILDING CODE:MASSACHUSETTS STATE BUILDING CODE 780 CMR-8TH EDITION
ELECTRICAL CODE:2008 NATIONAL ELECTRICAL CODE
STRUCTURAL CODE.TIA/EIA-222-G OR LATEST EDITION
�M
DIVISION 01000 - GENERAL REQUIREMENTS METALS S p r i n t'
PARE 1 GENERAL CAST-IN-PLACE CONCRETE C. USE ACCELERATING ADMIXTURES E COLD WEATHER AND CONFORM TO FEDERAL OTHERWISE NOTED.EX FF-5-325.CROUP I,TYPE {�M
RETARDING INEERURES IN HOT 91EIA71ER ONLY WHEN APPROVED PART 1 - GENERAL 13. UNLESS FEDALS NOTED.EXPANSION BOLTS SHALL y •a�.�
BY THE ENGINEER.
REFER TO SPRINT STANDARD CONSTRUCTION SPECIFICATIONS. PART 1 - GENERAL 1.01 WORK INCLUDED 4.CUSS 1,HILT KINK BOLT C R APPROVED EQUAL. I INTERNATIONALBLVD.0749UT'E 800
N CASE OF A CONFLICT.SPRINT STANDARD CONSTRUCTION I TOTAL AIR CONTENT SMALL BE S PERCENT PLUS OR IANA15 MANUmmSTAAT URI SIRALL BE ACCORDANCE WITH THE MEL:B001 357-7641
SPECIFICATIONS(LATEST EDITION)SMALL BE FOLLOWED. 1.01 DESCRIPTION 1 PERCENT. IA.N THE WORK CONSISTS IA THE FABRICATION FURNISHED,
AND MANUFACTURER'S E HALF
I YNAIUY EMBEDMENT SHALL
INSTALLATION OF ALL MATERIALS TO BE FURNSHED,AND WITHOUT BE THREE AND ONE HALF(J t/Z) INCHES.
PART 2 GENERAL NOTES WORK INCLUDES CONSTRUCTION OF CAST-N-PLACEO CONCRETE PART 3 - EXECUTION LIMITING THE GENERALITY THEREOF, INCLUDES ALL EQUIPMENT. 1{. WHERE ROOT PENETRATIONS ARE REOIIRED.THE
FOUNOATIONS, INCLUDING FURNISHING AND INSTALLING READY-MIX LABOR AND SERVICES REQUIRED FOR ALL STRUCTURAL STEEL UCONTRACTOR SHALL CONTACT AND COORDINATE RELATED WORK -...
1. THERKN
CONTRACTOR SMALL GIVE ALL NOTICES AND COMPLY CONCRETE,REINFORCING.FORMWOCLUDING ALL ITEMS INCIDENTAL THERETO AS SPECIFIED
WITH ALL LAWS,ORDINANCES,RULES.REGULATIONS AND AS SHOWN ON THE DRAWINGS. CAST-N-PCE CONCRETE 3.01 INSPECTION HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING: NTH THE BOL.DNG OWNER AND THE EXISTING ROOF INSTALLER.
LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPAL AND INCLUDES ALL SITE CONCRETE.NMUDNG FOUNDATIONS,SUBSWORK SHALL BE PERFORMED N SUCH A MANNER AS TO NOT SBA
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UTILITY COMPANY SPECIFICATIONS.AND LOC/LL AND STATE ON GRADE.EQUIPMENT PADS.AND GUARD POST FOUNDATIONS. T�CONTRACTOR SHALL VERIFY ANCHORS,SEATS,PENETRATIONS. 1. STEEL FRAMING INCLUDING BEAUS.ANGLES.CHANNELS AND VOID THE EXISTING ROOF WARRANTY.
JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF PLATES.REINFORCEMENT.FORCEMENT.AOTHER ITEMS TO CAST INTO PLATES.
THE WORK.THE WORK PERFORMED ON THE PROJECT AND 1.02 RELATED WORK CONCRETE ARE ACCURATELY PLACED.HELD SECURELY,AND
THE MATERIALS INSTALLED SHALL BE N STRICT ACCORDANCE SHALL NOT CAUSE HARDSHIP N PLACING CONCRETE. 2. WELDING AND BOLTING OF ATTACHMENTS. WOOD
WITH ALL APPLICABLE CODES.REGULATIONS,AND A COORDINATE UNDER SUB CONDUITS 3.02 PREPARATION 1. PLYWOOD SMALL MEET THE RECOMMENDATIONS OF THE APA
ORDINANCES. 1.02 REFERENCE STANDARDS SBA COMMUNICATIONS CORP.
B. COORDINATE WITH GROUNDING 2.ILL LUMBER SMALL $PRII:E-PIE-FIR(SPF)�1 WADE. 5900 BROKEN SOUND PARKWAY TEL:1561)226-9523
R HAVE MADE
A. THE CONTRACTOR SMALL PREPARE PREVIOUSLY PLACED A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS 3.ILL LUMBER SHALL BE PRESSURE TREATED WITH PRESERVATIVES.
2. SET FORTH M THE NGNEE�S�TIOM o CONTRACT TO 1.03 APPLICABLE STANDARDS CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING OF THE FOLLOWING AGENCIES AS FURTER CITED HEREIN: ALLOWABLE BENDING STRESS RI min. 1.000 PS BOLA RATIN,FL 33487-2797 FAX:15611226-3572
DOCUMENTS THEE CONSTRUCTION
SCOPE OF WORK. THE BONDING AGENT. APPLY BONING AGENT N ACCORDANCE WITH MODULUS OF ELASTICIN:1.6.10*PSI
CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED A ACI-301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE MANUFACTURER'S INSTRUCTIONS. 1. ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS,AS
THAT I NOR OMISSIONS OR ERRORS IN THE DRAWINGS AND BUILDINGS. PUBLISHED N 'COMPILATION OF ASTM STANDARDS N BUILDING 4.ALL JOIST HANGERS,CLP ANGLES AND PLATES TO BE HEAVY
OR SPECIFICATIONS SMALL NOT EXCUSE SAID CONTRACTOR 3.03 PLACING CONCRETECIS- EQUAL.
GA D AS MANFACTURED BF SIPSON M.OR APPROVED
FROM COMPLETING THE PROJECT AND IMPROVEMENTS N B. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE. A. THE ENGINEER SWILL BE NOTIFIED NOT LESS THAN 24 Do ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 2. AWS:AMERICAN WELDING SOCIETY INC..AS PUBLISHED IN 5.ALL LALs TO BE MANWACTURED BY BOSS CASCADE OR Hudson
C. ASTM C33 - CONCRETE AGGREGATES HOURS N ADVANCE OF CONCRETE PLACEMENT. UNLESS 'STANDARD DIA-2006.STRUCTURAL WELDING CODE'. APPROVED EOM.
3. THE CONTRACTOR OR BIDDER SHALL BEAR THE INSPECTION IS WAIVED IN EACH CASE.PLACING OF CONCRETE
Design roupuc
D. ASTM C94 - READY-MXED CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE
RESPONSIBILITY OF NOTIFYING CONFLICTS.
(II WRITING)SPRINTS ENGINEER. 3. DISC: I AMERICAN FOR STANDARD
FOR STEEL CONSTRUCTION.AS SPECIAL CONSTRUCTION ANTENNA INSTALLATION
REPRESENTATIVE Di ANY CONFLICTS, ERRDIRS OR OMISSIONS PUBLISHED N 'CODE FOR STANDARD PRACTICE FOR STEEL 40
PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR E. ASTM C15O - PORTLAND CEMENT CONCRETE 91N1 NOT BE PLACED UNTIL ALL FORM WORK, BUILDINGS AND BRIDGES': 'SPECIFICATIONS FOR THE DESIGN.
PERFORMANCE OF WORK, EMBEDDED PARTS,STEEL REINFORCEMENT, FOUNDATION FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR PART 1 - GENERAL 1600 OSGOOD STREET
ING
F. ASTM C260 -AIR-ENTRAINADMIXTURES FOR CONCRETE. SURFACES,AND JOINTS INVOLVED IN THE PLACING HAVE BEEN BUILDINGS". BUILDING 20 NORTH.SURE 2-101 TEL:19781 5575553
4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL APPROVED,AND UNTIL FACILITIES ACCEPTABLE TO THE SPRINT 1.01 WOK INCLUDED N.ANDO`/ER,MA 01845 FAX:19781336-5586
MATERIALS.EQUIPMENT.LABOR AND ALL OTHER MATERIALS C. ASTM CREC30 - UOWD MEMBRANE PORING COMPOUNDS FOR REPRESENTATIVE HAVE BEEN PRONGED AND MADE READY FOR 4. EA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA
AND LABOR DEEMED NECESSARY TO COMPLETE THE GUPoNIO CONCRETE. ACCOMPLISHMENT OF THE WORK AS SPECIFIED. CONCRETE MAY SUPPORnNG STRUCTURES. A. ANTENNAS AND COAXIAL CABLES RSHHALL BE ASRESPONSIBLE SPECIFIED
WORK/PROJECT AS DESCRIBED HEREIN. NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONCT
X. ASTM C491 - CHEMICAL ADMIXTURES FOR CONCRETE. APPROVED AND SPRINT HAS PERFORMED A FINAL INSPECTION PART 2 - STRUCTURAL NOTES FOR THE PROTECTION OSHA
ST PERSONNEL ANO PROPERTY. STRICT OF
5. THE CONTRACTOR SMALL VISIT THE JOB SITE PRIOR TO THE AND GIVEN APPROVAL TO START PLACEMENT M WRYTI G. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ADHERENCE TO OSHA STANDARDS S MANDATED. '`N
SUBMISSION OF BIDS OR PERFORMING WORK TO
FAMILIARIZE REIN REINFORCEMENT.ASTM A515 - DEFORMED STEEL BMS FOR CONCRETE ACCORDANCE WITH THE DRAWINGS AND SPRINT SPECIFICATIONS g• INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND SPRINT
THEIRSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT 8. UNLESS SPECIFIED TO BE BEVELED,EXPOSED EDGES OF UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SHALL BE
THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITHSPECIFIC J. ASTM A185 - STEEL WELDED WARE FABRIC FOR CONCRETE FLOATED OR TROWELED SURFACES SHALL BE EDGED WITH A ASTM-992-50 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC ATIONS. AN I E L P.
= GJ,
THE CONSTRUCTION DRAWINGS. J.
ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL TOOL HAVING A 1/4'CORKER RADIUS. DRAWINGS.STEEL DESIGN,INSTALLATION AND BOLTING SHALL BE C. NSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED
-+
8. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED 1.04 DUALITY ASSURANCE C. PLACEMENT OF CONCRETE SMAl BE N ACCORDANCE WITH CONSTRUCTION(RISC) MANUAL OF STEEL CONSTRUCTION'.MSC, ON DRAWINGS. M
WITH CONSTRICTION PRIOR TO STARTING WORK ON ANY REM ACI 301. STEEL TO BE A36. cioo
NOT CLEARLY DEFINED BY THE CONSTRICTION DRAWINGS/ D. INSTALL COAXAL CABLES AND TERMINATION'S BETWEEN
CONTRACT DOCUMENTS. CONCRETE BYTHEMATERIALS AND OPERATIONS SMALL BE TESTED AND ID.N THE CONTRACTOR SMALL ENSURE THAT REINFORCEMENT, 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND ANTENNAS AND EQUIPMENT PER MANUFACTURER'S
INSPECTED BY THE ENGINEER AS DIRECTED BY SPRINT. INSERTS,EIABEDOEO PARTS.FORMED JOINTS AND VAPOR APPLICABLE SUPPLEMENTS.AIRSf/11A-222-G STRUCTURAL RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN O.4 7 O
7. THE CONTRACTOR SMALL INSTALL ALL EQUIPMENT AND BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S n Q
1.05 TESTS REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE(3) FEET '/'
MATERIALS ACCORDING TO THE SS NOTED
/ E. THE PROVIDED FOR INN MINIMUM CONCRETE COVER
*TEE UNLESS SHOWN ALL BE E 2.2.TH
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WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. TE SPRINT. CONCRETE MATERIALS AND OPERATORS SHALL BE S/ANAL E
TESTED AND INSPECTED BY THE ENGINEER AS THE MNK ON DRAWINGS: MATERIAL.ANY UNUSUAL CONSTRUCTION
SHALL BE REPORTED TO
8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR CONCRETE CAST AGAINST EARTH.............3 N. THE ATTENTION OF THE CONSTRUCTION MANAGER AND ENGINEER E. ANTENNA MOUNTS AND HARDWARE SHALL PAINTED TO
CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE MATERIAL SMALL NOT N ANY WAY PREVENT LATER REJECTION CONCRETE EXPOSED TO EARTH OR WEATHER: OF RECORD, MATCH EXISTING CONDITIONS.
LATEST REVISIONS AND ADDENDUM'S OR CLARIFICATIONS WHEN SUCH DEFECT IS DISCOVERED NOR SMALL R OBLIGATE THE IB AND LARGER.............................................2 IN.
AVAILABLE FOR THE USE OF ALL PERSONNEL INVOLVED WITH ENGINEER FOR FINAL ACCEPTANCE. /5 AND SMALLER At WWF......................1 1/2 IN. 3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL F. ANTENNA AND COAXIAL CABLE GROUNDING:
THE PROJECT. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR CONFORM TO T14E AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1. ALL EXTERIOR/e GREEN GROUND WIRE 'DAISY
A. THREE CONCRETE TEST CYLINDERS SMALL BE TAKEN OF NOT CAST AGAINST THE GROUND. 'SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF CHAIN'CONNECTIONS ARE TO BE WEATHER SEALED.
9. THE CONTRACTOR SMALL SUPERVISE AND DIRECT THE THE TOWER PIER FOUNDATION. ONE SMALL BE TESTED O THREE SLAB AND WALL............................................3/4 IN. STRUCTURAL STEEL FOR BUILDINGS". 2. ALL COAXAL CABLE GROUNDING KITS ARE TO BE
PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE DAYS,ONE O TWENTY-EIGHT DAYS. TME THIRD CYLINDER SHALL BEAMS AND COLUMNS.................................1 1/2 N. INSTALLED ON STRAIGHT RUNS OF COAXAL CABLE (NOT WITHIN
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, BE KEPT SEPARATELY. (IF REQUIRED TO BE USED IN THE 4. STEEL PIPE SMALL CONFORM TO ASTM A500'COLD-FORMED BENDS).
METHODS, TECHNIQUES,SEQUENCES AND PROCEDURES AND FUTURE.) 3.04 SURFACE FINISHES WELDED h SEAMLESS CARBON STEEL STRUCTURAL TUBING',
FOR COORDINATING ALL PORTIONS OF THE WOK UNDER GRADE A,OR ASTM A53 PIPE STEEL BLACK AND HOT-DIPPED
THE CONTRACT. B. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST A SURFACES AGAINST WHICH BACK TILL OR CONCRETE SMALL ZINC-COATED WELDED AND SEAMLESS TYPE E OR S. GRADE B. ROOF WORK
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CYLINDERS TAKEN. SLUMP SMALL NOT EXCEED 4'UNLESS BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF PIPE SZES INDICATED ARE NOMINAL.ACTUAL OUTSIDE DIAMETER 1.6 ROOF WORK IS REWIRED.CAUTION SHALL BE EXERCISED
ALL PERMITS AND NSPECTONS WHICH MAY BE REQUIRED OTHERWISE NOTED. DEFECTIVE AREAS. IS LARGER. WHILE WORKING ON THE ROOF. EVERY EFFORT MUST BE MADE
FOR THE WORK BY THE AWCHT ECT/ENGNEER.THE STATE. PART 2 - PRODUCT B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL 5. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH TO PRESERVE THE ROOF WARRANTY.
COUNTY OR LOCAL GOVERNMENT AUTHORITY. PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS BOLTS(BEARING TYPE)ANO CONFORM TO ASTM A325'HIGH
2.01 CONCRETE MATERIALS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH STRENGTH BOLTS FOR STRUCTURAL JOINTS,INCLUDING SUITABLE Z•WHEN ROOF PENETRATIONS ARE REWIRED,THE CONTRACTOR
11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO DRY PKK GROUT.OR BY SACKING WITH UTILITY OR ORDINARY NUTS AND PION HARDENED WASHERS'. UNLESS OTHERWISE SMALL CONTACT AND COORDINATE THE WORK WITH THE BUILDING
PROTECT EXISTING SITE CONDITIONS DURING CONSTRUCTION. CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT.WATER, GROUT. NOTED.ALL BOLTS SHALL TUE 5/8'DIA TYPE X.
OWNER AND THE EXISTING ROOFING INSTALLER. CHECKED 8Y: JX
UPON COMPLETION OF WORK, THE CONTRACTOR SCALL FINE ANO COARSE AGGREGATES,AND ADMIXTURE$AS SPECiIEO
REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED WE TO BELOW,ALL WELL MIXEDAGGR AND BROUGHT TO PROPER C. SURFACES THAT WOULD NORWAY BE LEVEL AND WHICH 6. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER
CONSTRUCTION ON OR ABOUT THE PROPERTY. CONSISTENCY.CLASS I,U. A OR V. WILL D FOR
EXPOSED TO THE WEATHER SHILL BE FABRICATION M ACCORDANCE WITH ASTM A123'ZINC (HOT-DIP RELATED WORK(ROOF TOP SITESI APPROVED BY: OPT{
12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA SLOPED TOR DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING GALVANIZED)COATINGS ON IRON AND STEEL PRODUCTS',UNLESSFOLLOWING
CLEAN AND HAZARD FREE DURING CONSTRUCTION AND A. CEMENT:CEMENT SHALL BE TYPE U.GRAY COLOR, SPECIFIES A HORIZONTAL SURFACE OR SHOWS THE SLOPE CO LASHED THE DOCUMENTS.
WORK O SPECIFIED UNDER
OTHERWISE NOTED.
LOW-ALKALI PORTLAND CEMENT CONFORUING TO ASTM Ct50. REOURED. THE TOPS OF NARROW SURFACES•SUCH AS STAIR CONSTRUCTOR DOCUMENTS.BUT COORDINATE WITH OTHER
asPosE of ALL DIRT.DEBRIS.RUBBISH AND REMOVE ALL TREADS,WALLS,CURBS,AND PARAPETS SHALL BE SLOPED TRADES PRIOR To BID: SUBMITTALS
UNNECESSARY MATERIAL. B. FINE AND COARSE AGGREGATES:AGGREGATES FOR USE IN APPROXIMATELY 3/8'/FT OF WIDTH. BROADER SURFACES SUCH 7. ALL BOLTS.ANCHORS AND MISCELLANEOUS ASTM A5 HARDWARE SHALL
CONCRETE SHALL COMPLY NTH ASTM C33. AS WALKS.ROADS.PARKING AREAS AND PLATFORMS SHAD.BE BE GALVANIZED N ACCORDANCE WITH ASTM A153"ZINC-COATING 1. FLASHING GA OPENING INTO OUTSIDE WALLS REV. GATE OESCRIPTgN BY
13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SLOPED APPROXIMATELY 1/4'/FT. (HOT-DIP)ON NON AND STEEL HARDWARE%UNLESS OTHERWISE 2. SEALING AND CAULKING ALL OPENINGS
SECTIONS OF THE STATE BASIC BUILDING CODE,LATEST NOTED. 3. PAINTING
C. WATER:WATER GE. MIXING AND CURING CONCRETE SMALL
EATON.AND ALL OSA REG ACTIVE
NTS AS THEY APPLY. BE FREE FROM SEWAGE,CIL.KID, E OU.AND SALTS AND D. SITE 94A THAT MARL BE COVERED BY BK%FlLL OR 1. CUTTING AND PATCHING
THIS PROJECT.AICA. R CATIA ACTIVE SEWER,WATER,CAS, SHALL BE FREE FROM OBJECTIONABLE OUIANTME$OF SILT, CONCRETE SHALL BE SMOOTH SCREEDED. 8. FIELDGALVANIZED
WELDS,DRILL HOLES, RE CUTS AND ALL DAMAGED
ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED N ORGANIC MATTER.AND OTHER DELETERIOUS SUBSTANCES GALVANIZED SURFACES SHALL BE REPAIRED WITH AN ORGANIC 1.03 REQUIREMENTS OR REGULATOR AGENCIES
THE WORK,SMALL BE PROTECTED AT ALL TYES,AND ZINC REPAIR PANT COMPLYING WITH REQUIREMENTS OF ASTM
E. EXPOSED SUB SURFACES SHALL BE CONSOLIDATED.
WHERE REQUIRED FOR THE PROPER EXECUTION 2.02 ADMIXTURES A780.GALVANIZING REPAIR PAINT SHILL HAVE (i5 PERCENT ZINC A FURNISH U.L. OSTEO EWIPMMENT WHERE SUCH LABEL S
SO ER-DR FLOATED.AND'STEEL TROWELED.' RANO OR
OF THE WORK,SHALL�RELOCATED AS DIRECTED BY THE BY WEIGHT, ZIRP BY WNCW GALVANZINC,CALVA BPoGNT AVAILABLE. INSTALL IN CONFORMANCE WRIT U.L.STANDARDS
A. CHEMICAL ADMIXTURE:ASTM C494.TYPE A- WATER SMALL-DRIVEN EQUIPMENT MAY T USED FOR FLOARFACTINGS WHICH MCRITECT/ENpNEER. BALL BE STARTED AN SOOT AN THE SCREENED SURFACE FUlS PREMUM CROWN AI EQUAL. THICKNESS OF APPLIED WHERE APPLICABLE. 2 01/12/12 FOR CQ<bTRIX.T10N dDS
REDUCING OR TYPE 0 - WATER REDUCING AND RETARDING. ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS. ALL CALTS(ALL REPAIR PNM BETHALL BE NOT NOT LESS THAN 4
11. THE CONTRACTOR SHALL NOTIFY SPRINT'S REPRESENTATIVE COATS(ALLOW TIME TO DRY BETWEEN COATS)WITH A RESULTING B. INSTALL ANTENNA,ANTENNA CABLES. GROUNDING SYSTEM IN 1 12/0{11 69EO FOR RE11E�
WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT 2.03 CURING COMPOUND:ASTM 0309.TYPEI.CLASS 8: EDGES MUST HAVE A 3/4'CHAMFER. CONCRETE EXPANSION COATING THICKNESS REQUIRED BY ASTM A123 OR A153 AS ACCORDANCE WITH DRAWINGS AND SPECIFICAnpR IN EFFECT AT
DOCUMENTS.THE CONTRACTOR IS NOT TO ORDER MATERIAL TRANSLUCENT. ANCHORS AND EPDXY ANCHORS SHALL BE INSTALLED N APPLICABLE. PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL
OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS,SPECIAL BUILDING CODES.AND SPECIAL CODES HAVING JURISDICTION OVER
CONFLICT UNTIL THE CONFLICT Is RESOLVED BY SPRINT'S 2.04 ACCESSORIES INSPECTIONS'REOUI9. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR SPECIFIC PORTIONS OF WORK, THIS WORK INCLUDES BUT S
EO BY GOVERNING CODES' SMALL BE SITE NUMBER:
REPRESENTATIVE. PERFORMED N ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM PROCEDURES.APPEARANCE AND OUALRY OF WELDS.AND FOR NOT UNITED TO THE FOLLOWING: BS23XC422
A NONSHRINK GROUT:PREMIXED COMPOUND CONSISTING OF ALLOWABLE LOADS. MANUFACTURER'S MINIMUM CONCRETE EDGE METHODS USED M CORRECTING WELDING.ALL WELDERS AND
15. THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS. NONMETALLIC AGGREGATE.CEMENT.WATER REDUCING AND DISTANCE SHALL BE MAINTAINED DURING INSTALLATION. WELDING PROCESSES SMALL BE OUALIIED N ACCORDANCE WITH 1. EIA/TA- ELECTRONIC INDUSTRIES ASSOCIATION RS SITE NAME:
ELEVATIONS, PROPERTY LINES.ETC.ON THE JOB. PLASTICIZING AGENTS:CAPABLE OF DEVELOPING MINIMUM AWS*STANDARD OUAALIFICATION PROCEDURES'.ALL WELDING - 222. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS
COMPRESSIVE STRENGTH OF 7,000 PSI IN 28 DAYS. 3.05 PATCHING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL AND ANTENNA SUPPORTING STRUCTURES. SBA TOWER
16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR CONFORM TO AISC AND p.l.WHERE FILLET WELD SIZES ARE NOT
ANTENNA AZIMUTH VERIFICATION(WRING ANTENNA B. JOINT FILLER: BITUMINOUS TYPE,ASTM 01751 OR THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOWN. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 M THE 2. FM - FEDERAL AVIATION ADIANSTRATKN ADVISORY
INSTALLATION)PRIOR TO CONDUCTING SITE SWEEPING NON-BITUYNWS TYPE ASTM 01752. UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE AISC "MANUAL OF STEEL CONSTRUCTION'. 13TH EDITION. CIRCULAR AC 70/7460-111,OBSTRUCTOR MAKING AND LIGHTING.
CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO SITE ADDRESS:
17. THE GENERAL CONTRACTOR SMALL IN INSTANCES STANCES C. ANCHOR BOLTS:ASTM A307.UNPRLTHE ENGINEERS DIRECTION.
ED. 10. INCORRECTLY FABRICATED. DAMAGED OR OTHERWISE a FCC - FEDERAL COMMUNICATIONS COMMISSION 300 CHESTNUT STREET,
CONFORM TO THE SPECIFICATIONS ISSUED BY SPRINT. 3.06 DEFECTIVE CONCRETE YISFITnNG OR NONCONFORMING MATERIALS OR CONDITIONS SHALL RULES AND REGULATIONS FORM 715,OBSTRUCTION MARKING AND
2.05 CONCRETE MIX BE REPORTED TG THE CONSTRUCTION MANAGER PRIOR TO UGHnNG SPECIFICATION FOR ANTENNA STRUCTURES AND FORM NORTH ANDOVER, MA 01845
HE CONTRACTOR SHALL MODIFY OR REPLACE CONCRETE NOT REMEDIAL OR CORRECTIVE ACTION.ANY SUCH ACTION SHALL 715A,HIGH INTENSITY OBSTRUCTIONLI,'HTING SPECIFICATIONS FOR
18. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS A• CONCRETE SMALL BE PROPORTIONED PER REQUIREMENTS OF THE
TO REWIRED LEVELS AND ONES, DETAILS,AND REWIRE CONSTRUCTION MANAGER APPROVAL. ANTENNA STRUCTURES.
OR RISERS THROUGH THE BUILDING.00 NOT PENETRATE ACI 301 &SPRINT CONSTRUCTION SPECIFICATIONS FOR DESIGN
STRUCTURAL MEMBERS WITHOUT STRUCTURAL ENGINEER'S STRENGTH h WORKABILITY. CONCRETE SMALL BE DELIVERED ELEVATIONS AS SPECIFIED IN ACI 301. 11. UNSTRUTS SHALL BE FORMED STEEL CHANNEL STRUT 4. NEC - NATIONAL ELECTRICAL CODE 9AEI RILE
APPROVAL. SLEEVES AND/OR PENETRATIONS N FIRE RATED WITHIN 45 MINUTES OF ADDITION OF WATER TO MIX. 3 p7 PROTECTION SMALL
AS MANUFACTURED BY UNISTRUT CORP,WAYNE.M OR
CONSTRUCTION SMALL BE PACKED WITH FAX RATED EQUAL.STRUT MEMBERS ALL BE 1 5/8'.1 5/8'.12CU S. UL - UNDERWRITER'S LABORATORIES APPROVED
MATERIAL MACH SMALL MAINTAIN THE FIRE RATING OF THE B. THE FOLLOWING STRENGTH$SMALL BE USED: UNLESS OTHERWISE NOTED,AND SMALL BE HOT-DIP GALVANIZED ELECTRICAL PRODUCTS
1. FENCE POST FOUNDATIONS - DESIGN COMPRESSIVE AFTER FABRICATION FOR EXTERNAL USE APPLICATIONS. GENERAL NOTES
STRUCTURE. FILL FOR FLOOR PENETRATIONS FIRE
A SHALL STRENGTH AT 28 DAYS OF 3,ODO PSI. A TTHECIMMEDIATELY AFTER PLACEMENT,THE CONTRACTOR SHALL 8. IN ALL CASES,PART 77 OF THE FM RULES AND
PREVENT PASSAGE OF WATER,SPOKE FIRE AND FUMES.ALL PROTECT THE CONCRETE FROM PREMATURE DRYING.
2. EOUIP 000 PSI AT 28 - DESIGN COMPRESSIVE 12. UNLESS OTHERWISE NOTED, EPDXY ANCHOR ASSEMBLY PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND N
MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. S7RENGTM OF 3.000 CIS AT 28 DAYS UNLESS OTHERWISE NOTED. EXCESSIVELY NOT 4E OR COLD TEMPERATURES,AND MECHANICAL
(CONTRACTOR FURNISH 4.000 PSI CONCRETE). INJURY. FN44ED MIOTIC STALL BE PROTECTED. ROD WITRONUUTS IST�&WASHERS.MI INTERNALLY THRREADED INSERT. SPECIFICATIONS.TEEL AN04OR THE EVENT OF CONFLICT. SUPERSEDE ANY OTHER STANDARDS OR
3. CONCRETE STRENGTH FOR MONOPOLE OR TOWER A SCREEN TUBE AND A EPDXY ADHESIVE. THE ANCHORING
FOUNDATION BALL BE 1,000 PSI MORE THAN THE L CONCRETE SMALL BE MAINTAINED WITH MINOR ROSNRE SYSTEM SMALL BE THE HLTI-Hi HY-20 AND OR MY-150 BEET NADH
LOSS AT RELATIVELY CONSTANT TEMPERATUREENTAND FOR PERIOD
MANUFACTURER'S RECOMMENDATIONS. 4,000 PSI MINIMUM. NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF SYSTEMS(AS SPECIFIED ON IWC.)OR ENGINEERS APPROVED
CONCRETE. EQUAL WITH 4-1/4'MIN. EMBEDMENT DEPTH.
IF ASSUMED EXISTING DON DIFFERS.
C. ALL CONCRETE SHALL BE WATER CURED PER ACCEPTABLE BE INFORMED OF ACTUALNRFFIELD ONDITION,ENpNEER MUST G N_ 1
PRACTICES SPECIFIED BY ACI CODE. SUBCONTRACTOR TO VERIFY EXISTING DIMENSIONS PRIOR TO
STEEL FABRICATION.
Spri .nt'>
=
1 INTERNATIONAL BLVD.SURE 800
MAHWAH'NJ 07495
TEL:18W1 357-7641
\ MAP 918.2
LOT 30
MAP 981 SBA pD�
LOT 61 1
/ xARA- LAN E
SBA COMMUNICATIONS CORP.
5900 BROKEN SOUND PARKWAY TEL 15611226-9523
L.SOCA RATON.FL 33487-2797 FAX:15611226-3572
/ ! MAP 9182
v LOT 93 1
±&
\ I I MAP 9188 Hudson LOT 87 Design Groupuc
MAP 98A \
\ J\ I I MAP 918.2 I LOT 89 I \
\\ S MAP 918.2 MOT 911AP 2 I LOT 90 I I - - - - - - 16000SGOOOSTREET
N \ LOT 92 I I - - - BUILDING 20 NORTH,SURE 2-101 TEL 19781 557-5553
IN.ANDOVER.MA 01845 FAX 19781336-5586
OF
MLOT 67AP 918.7 -I -- ---
ANIEL P. yG�
M
\ .-4
— _
I o...
4 7 0
h'FG/STERES
\ I SOURCE: SSS/ANAL '\
/ \
APPROXIMATE PROPERTY
r 1. TAX MAPS FROM THE TOWN OF NORTH ANDOVER.
1
I 70•* EQUIPMENT
I SITE SPECIFIC NOTES:
EXISTING FENCED mom•
COMPOUND 1. SITE SURVEY HAS NOT BEEN CONDUCTED BY HUDSON
/ DESIGN GROUP, LLC FOR THIS PROJECT. ALL SETBACKS
MAP 98.0 1 105•* SHOWN ON THIS PLAN IS BASED ON ABOVE REFERENCED
/ LOT 1 I STRUCTURE DRAWINGS.
MAP 98.0 / I �� INC I ZONING INFORMATION
LOT 69
5900 BROKEN SOUND PKWY I DIMENSION REQUIREMENTS: REQUIRED PROPOSED±
AREA- 22RATON740 S.S.F. I 33457 EQUIP. STRUCTURE CHECKED BY: JX
/ I (S.2]*ACRES) MAP 9182 SETBACKS:
I 90EMMl - 3 � LOT 142 FRONT YARD SETBACK: 30• 975•± 960•± A�DVED�. DPHM SIDE YARD SETBACK: 20' 210'± 205'*
/ REAR YARD SETBACK: 30• 70•1 105•1
SUBMITTALS
APPLICANT: SPRINT REV.V12/04/11
OESM ION BY
/ I I 1 INTERNATIONAL BLVD,SUITE 800
MAHWAH, NJ 07495
OWNER: SBA PROPERTIES INC.
5900 BROKEN SOUND PRKWY
BOCA RATON, FL 33487
1 1 w '* -- ZONING DISTRICT: RESIDTOWN F N - 3
JURISDICTION: TOWN OF NORTH ANDOVER MA 2 FOR CpbIRIICllQ1 SIF
MAP 98.0 I 1 ISS1�D FOR REYEM OB
LOT 68 ASSESSOR'S X): MAP 98C: LOT 2
1 ; LEGEND SITE NUMBER:
I I I MAP 98.0 MAP 98.0 MAP 98.0 BS23XC422
I I I 1 i I LOT 67 LOT 66 I LOT 110 I PROPERTY UNE - SUBJECT PARCEL SITE NAME:
PROPERTY LINE - ABUTTERS SBA TOWER
XXX-XXX ASSESSORS PARCEL I.O. NO.
1 300 TE CIHESTNUTESTREET.
1 I I ANTENNA ORIENTATION KEY NORTH ANDOVER, MA 01845
I I
1
1 1 I i i 80' 9m me
1 O, BE
NORTH SECTOR PLOT PLAN
ASE
GRAPHI A 9EE7 MAP
TMAGNE��� PLOT PLAN �1 o a �o faa Iw
NORTH SCALE: 1'-50'-0' C-1 280'
ALPHA 210• C—
SECTOR GAMMA
SECTOR
STRUCTURAL NOTE: TOWER
NOTES: Ol. 53'-0-t
(AGL) p r i n t -
1) VERIFY EXACT ANTENNA MODEL & VC-=l
AZIMUTHS WITH RF ENGINEER PRIOR G.C. TO REFER TO SPECIAL
1 INTERNATIONAL BLVD.SURE 800
TO INSTALLATION. INSTALLATION REQUIREMENTS AND/ORMAHWAH
TO 07495
TEL:(800(357-7641
2) REMOVE EXISTING GPS ANTENNA MODIFICATIONS RECOMMENDED IN
AND REPLACE WITH NEW GPS ANTENNA STRUCTURAL ANALYSIS REPORT
PREPARED BY FDH ENGINEERING, INC.
DATED: 11-30-11 SBA pD��
t aF PROPosEo wNTENNws __
�LEy 130•x'_0'* (ACL) �EXISTING EMPTY PIPE MAST
SBA COf.AMUNICATIONS CORP.
59(10 BROKEN SOUND PARKWAY TEL:(561)2269523
PROPOSED 19DOM E RRH BOCA RATON,FL 33487-2797 FAX:(56I,226,3572
1 MOUNTED BEHIND PROPOSED
$-1 ANTENNA(IYP.OF ' PER
SECTOR,TOTAL OF 3)
PROPOSED BOD/19001"' Hudson
PANEL ANTENNA MOUNTED D, -
TO EXISTING PIPE MOUNT
w_} (TYP.OF 1 PER Design Groupuc®
SECTOR.TOTAL OF 3) EXISTING ANTENNAS
PROPOSED aOOs RRH (BY OTHERS) (TYP.)
MI
160001G000 STREET
e1 MOUNTED BEHIND PROPOSED BUILDING 20 NORTH,SUITE 2-101 TEL 19781557-5
$_1 ANTENNA OW.OF 1 PER N.ANDOVER.MA 01845 FAX:1978)3365586
SECTOR.TOTAL OF 3)
EXISTING EQUIPMENT EXISTING ACCESS OFSS9c
ON CONCRETE PAD
GATE(TYP.) EXISTING GUY WIRES �+
(TYP.) ANIEL P. GJ,
M
CI 01
EXISTING EXISTING GUYED �/ O.4- 7 0
EOUII TOWER
SHELTER `\ _�� �F�/STERF-�
SSS/0 LE 3\�
1 I
EXISTING CSC CABINET
EXISTING CHAIN LINK
FENCE(TYP.)
I
EXISTING METER BANK
0 I
A-T CHECKED SY: JX
EXISTING PPC AND
TELCO CABINET
EXISTING GUYED APPROVED BY: DPH
TOWER
EXISTING TRANSFORMER
SUBMITTALS
I p--------9 REV.1 BATE I oEs(aZPna, eT
II I
I I
!
I 1 -PROPOSED 9977/9978 e
EDENTENT I I REPLACENT CABINET TO 1
REPLACE EXISTING MOD w-}
SHELTER i I CELL CABINET B PROPOSEDOW COAX
TO
I I A-} EOIRPMENO ANTENNAS TO EXISTING 2 01/12/12 FOR C0141RUETION SF
EXISTING ICE BRIDGE (TYP.) I PROPOSED BATTERY CABIETS 7 I 1 12/01/11 ISM FOR MU OB
I I TO REPLACE EXISTING BATTERY A-3
PROPOSED TNYBRSI.EX I CABINET(TCP.OF 2)
6 CABLES TO FOLLOW
A-3 EXISTING COAX FROM I I PROPOSED 9927/9928 SITE NUMBER:
EXISTING E ANTEEM ENNAS TO I I EXISTING SPRINT eEOUIPIEMT CABINET BS23XC422
I I EQUIPMENT FRAME A-} TO REPLACE EXISTING
ePROPOSED FIBER DISTRBUTION I I UNDER ICE SHIELD 1100 CELL CARNET SITE NAME:
8011 MOUNTED TO ICE BBDOE I « 1
I u I ePROP'OSE0 BATTERY CABINET$ EXISTING ICE BRIDGE (TYP.) I SBA TOWER
I o I TO REPLACE EXISTING BUTERY
A-} CABINET(TYP.Or 2) EXISTING METER BANK
V SITE ADDRESS:
300 CHESTNUT STREET.
EXISTING CHAIN LINK
NORTH ANDOVER. MA 01845
1N�38' FENCE (TYP.)
.
' / EXISTING SPRINT 9N1 NIU
COMPOUND PLAN1 GRAPHIC SCALE EQUIPMENT FRAME ®�
f SCALE: 3/18*-1'-0" A_I 0 XO'� UNDER ICE SHIELD COMPOUND PLAN
AND ELEVATION
EAST ELEVATION O GRAPHIC SC-or 24,-0,
SCALE: 1/8'-1'-0* A-, 9EET MAW
A- 1
NOTE:
1.PROPOSED ANTENNAS TO BE MOVED Sprint '1n,,•
FROM TEMPORARY LOCATION TO vt—ea:J
FINAL LOCATION AFTER EXISTING
ANTENNAS ARE OFFLINE dK REMOVED.
1 INTERNATIONAL BLVD,SUITE 800
MAHWAH'NJ 07495
TEL:(800)357-7641
2.PROPOSED TEMPORARY PIPES SHALL
BE REMOVED AFTER ANTENNAS ARE
MOVED TO FINAL LOCATION. EXISTING EMPTY PIPE MAST
EXISTING CDMA ANTENNAS TO BE EXISTING CDMA ANTENNAS TO BE
REMOVED AND REPLACED WITH REMOVED AND REPLACED WITH
PROPOSED PANEL ANTENNA PROPOSED PANEL ANTENNA
SBA COMMUNICATIONS CORP.
C-1 A-2 5900 BROKEN SOUND PARKWAY TEL 1561)226-9523
BOCA RATON,FL 33487-2797 FAX:1561 J 2263572
PROPOSED
k 1900mm RRN e
Pfi0P00 /1r a MOUNTED BENWD S-1
PANEL ANTENNA M INTW ro HNOA($TAdKED, Hudson . D,
e4 PROPOSED 800/1900ws NEW Tom'PIPE MAW S-1 GAMMA SECTOR
PANEL ANTENNA MOUNTED ro (1�/1900) Design GroupLLc
A-3 SECTOR ��
NEV TE�ORARY PIPE MAW PROP'OSEO 800MLu t (800/1900) SO'
EXISTING EXISTING 1900MNa RRH YO,IMED 1 280' EXISTING
PROPOSED SOOMI& 19001M! GUYED TEMPORARILY BEN�ND S_1 GUYED 1600 OSGOOD STREET
GUYED
TOWER eRRH MOUNTED TEMPORARILY TOWER ANTENNA,(STACKED) C-2 TOWER BUILDING 20 NORTH,SUITE 2-101 TEL:(978)557-5553
S_1 KHOO ANTENNA(STACKED) PROPOSED A-1 PROPOSED N.ANDOVER,MA 01845 FAX:(978)336_`586
e�/1A 900/19001Mr
S_1 M Oui eDro PANEL ANTENNA, e
EXISTING PIPE LST E DPIPPE S-1 OF c
EXISTING CDMA EXISTING CDMA EXISTING CDMA EXISTING COMA MAST
ANTENNAS TO ANTENNAS TO ANTENNAS TO ANTENNAS TO 4 19oaruPROPOSED� �c�P qCy
BE REMOVED BE REMOVED BE REMOVED BE REMOVED eMO,INTED BEHIND ANIEL P. G
AND REPLACED AND REPLACED AND REPLACED AND REPLACED A-� ANTENNA
(STACKED) B-2 EXISTING EMPTY
WITH PROPOSED WITH PROPOSED WITH PROPOSED WITH PROPOSED
B-1 PIPE MAST M --i
PANEL ANTENNA PANEL ANTENNA PANEL ANTENNA PANEL ANTENNA 1 PROPOSED B00/1900MMa BETA CI
1 PROPOSED SOONHE t 190ONHr S_1 TO
LX1ANTENNA 5T» ED l SECTOR
RM MOLINTED g-' BEHw (STACKED) / (eoo210, ) 0.4 7 0
e WM DANTENNA MOUNTED TO
QFG/STEM
A-3
NEW TEMPORMY PIPE LST MAC \
156' 158' 158.
� 0 W W EXISTING ANTENNA PLAN jq INTERMEDIATE ANTENNA PLAN �jr FINAL ANTENNA PLAN a
SCALE: N.T.S. A-Z SCALE: N.T.S. A-2 SCALE:N.T.S. A-Z
(•) - CONTRACTOR TO FIELD VERIFY ALL
CABLE/JUMPER LENGTHS AGAINST CURRENTBOM
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA CHECKED BY: JX
STATUS (MHz) MAKE MODEL EXISTING PROPOSED DOWN TILT DOWN TILT (A.G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR
Q MAKE MODEL LENGTH (FT) CODING APPROVED�_
(rw r¢ cc1 LENGTH (") SIZE (IN) LENGTH (FT)(+)
APXVSPP18-C 0' -8' 80OMHz 1 1/2 MAX 10' RFS LCF 1/2" N/A N/A G YG
A-1 PROPOSED 800/1900 RFS -A20 60' 80' 0' -3' 130.4' 190't 1900MHz 1 1 2 MAX 10' LCF 1 2 N A N A G YR
SUBMITTALS
- - - - - - - - - - - - - - REV. aTE DEsawnm BY
A-2 - - - - - - - - - - - - - - - - - -
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA 2 01/12/12 FOR C016TRUCIIOR SF
STATUS (MHz) MAKE MODEL EXISTING DOWN TILT DOWN TILT (A,G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR 1 112/04/1116M FOR f3.VE11 OB
Q PROPOSED (+) SIZE (IN) LENGTH (FT){") ( )
EXISTING
LENGTH MAKE MODEL LENGTH FT CODING
P40-16-XLPP Or -3' 800MHz 1 1/2 MAX 10' RFS LCF 1/2" N/A N/A G G YG SITE NUMBER:
B-1 PROPOSED 800/1900 RFS _RR-A 190 210' 0, 0, 130.4' 190'f 1900MHz 1 1 2 MAX 10 LCF 1 2 N A N A G G YR 6523X0422
W - - - - - - - - - - - - - - - - - - - SITE NAME:
m SBA TOWER
SITE ADDRESS:
300 CHESTNUT STREET.
NORTH ANDOVER. MA 01845
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA
STATUS (MHz) MAKE MODEL EXISTING DOWN TILT DOWN TILT (A.G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR
PROPOSED 9w MILEaaT arvcxa) _ - - - LENGTH (•) - SIZE-(IN) LENGTH (FT)(-) MAKE MODEL - LENGTH (FT) CODING
C-1 - - - - ANTENNA SCENARIO
& RF SCHEDULE M
�
APXVSPP18-C -8*O, 190'f 8IOMHz 1 1/2 MAX 10' RFS LCF 1/2" N/A N/A G G G YG
/ C-2 PROPOSED 800/1900 RFS -A20 280' 280' -3, 130.4' 1 )OMH 1 1/2 1 MAX 10 LCF 1/2- N/A N/A G G G YR 9[ErNAABTR
A-2
Sprint° _
1 INTERNATIONAL BLVD,SUITE 800
MAHWAH,N107495
TEL:1870)357-7641
E, ST.25' _ EST. 33.5"
SBA �D�D
SBA COMMUNICATIONS CORP.
5900 BROKEN SOUND PARKWAY TEL:X561)7169523
1390 LBS FIBER DISTRIBUTION BOX BOLA RATON,FL 33487-2797 FAX:1561)226Js72
ESTIMATED MAX. SPECIFICATIONS
^ 60ECv2 CABINET in
HEIGHT 45"
SPECIFICATIONS ' WIDTH 36" Hudson
HEIGHT 60" Design Groupuc D`
$ DEPTH 14•
WIDTH 31"
BUIL IMGOSGSTREET
DEPTH 30" BUILDING 20 NORTH,SURE 2-101 TEL:(978)5575553
N.ANDOVER,MA 01845 FAX:1978)3365586
EXISTING CONCRETE PAD,
WEIGHT 1625 LBS. STEEL FRAME.OR ROOFTOP
LEFT SIDE VIEW FRONT VIEW ANIEL
M
NOTE: NOTE: cl 01
EQUIPMENT SHALL BE ANCHORED PER EOUIPMENT SHALL BE ANCHORED PER NOTE:
MANUFACTURERS SPECIFICATIONS. MANUFACTURERS SPECIFICATIONS. EMANUFA NTSH S ALL BEECIFlC ANCHORED
S. PER 0.4 7 0
ALCATEL-LUCENT 9928 OUTDOOR CABINET('—l "), 60ECv2 BATTERY BACK-UP CABIFIBER DISTRIBUTION BOX
SCALE:N.T.S. A—J SCALE:N.T.S. A-3 SCALE: N.T.S.
SPRINT VISION ANTENNA
FOIL SHIELD
DOWN—TILT ANTENNA MOUNT CHE(�cEO C1Y: JX
(MODEL /APM40-2)
DRAIN WIRE APPROVED BY: DPH
POWER CABLES SUBMITTALS
EXISTING PIPE MAST REV. DATE DESOWTION BY
FIBER OPTIC CABLE
4UV/POLYETHYLENE
ALARM CABLE EXTERNAL JACKET
ALUMINUM OC
PCTEL GPS ANTENNA MODEL:
GPS—TMG—NR-26N
MULTIMODAL ANTENNA (s�•2•D) RAWR S T 01 12 12 FOR MIMI" SF
SPECIFICATIONS DRAIN WINE
I 12/W/II 651E0 FOR REVEL OB
MODEL APXVSPP18 P40-16 PIPE SUPPORT SITE NUMBER:
-C-A20 XLPP-RR-A POWER CAB11WERS—HEATH
HEIGHT FIBER OPTIC WHITE DASHED BS23XC422
75.2" 5a" ALARM CABLLINE WESHEAON SITE NAME:
OUTWIDTH 136" 20" OVER DAN WIRE SBA TOWER
DEPTH
7.95" 6.5" CLEAR MYIA "�MNUMOC UV/ YET" "E SITE ADDRESS:
WEIGHT W/O OL LEXTERNAL JACKET 300 CHESTNUT STREET.
MOUNTING bs 531bs
HARDWARE 571NORTH ANDOVER. MA 01845
MULTIMODAL ANTENNA DETAIL GPS ANTENNA DETAIL 6 HYBRIFLEX CABLE DETAIL SIM ma
SCALE: N.T.S. A-7 SCALE: N.T.S A-3 SCALE: N.T.S. A-3
DETAILS
SHM MWER
A-3
800 and Single 1900 RRH pair with Single 800/1900 Radome Antenna(800 Hosting 1900 RET) Sprint
Antennas 800 Antennas 1900 —Power Feed Polarity DefiNOon: 1 INTERNATIONALBLVD.SURE 800
Black=-48VDC Feed(Battery) MAHWAH.N107495
o BWckwhite Stripe-Retvn TEL:(800 357-7641
NOTE:For power feed use the same
Hybdeex OEM color designator as
the fiber.
(0)MM Pair 1=F7=Green= (Blue)en) SBA
(e)MM Pair 2=F2=Blue=P2(Blue)
800 and 1900 Antennas in a Single Radome (R1 MM Palr 3=F3=Red=P3(Red)
O N O O y 0 O y O M MM Pair 4=F4=Yellow P4(Yellow)
�� RET/ I X45 RET/ALD -45 �� AET/ (0)MM Pair 5=F5=Orange=(No P5
power feed)
OEM COLOR CODE SBA COMMUNICARONS CORP.
HYBRIFLEX 5900 BROKEN SOUND PARKWAY TEL:(561)226-9523
BOCA RATON.FL 33487-2797 FAX;(567)2263572
(y1 _
ALL FEEDS ARE S-4CK UNLESS
OTHERWISE INURED.
0 _ Hudson
0 0 0 o I o "°'ri Design Groupuc
CDMA 1900 RRH 1 of LTE 1900 RRH 2 of
CDMA L0OmRRH PAIR I PAIR COLOR KEY FjyRT
MOfe G GREEN 1600 OSGOOD STREET
xxM ae.cs 1 exM acscs 0 YELLOW BUILDING 20NORTH.SURE 2-101 TEL X978)5575553
w ew en y a. on .� rn. a,. R BLUEN.ANDOVER.MA01845 (978�33b5586
P PURPLE
RRED
n n Or BROWN
IMividual CPRI tlais chain O Dual RRH CPRI oAlartn Jumper/
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daisy chain < At.- y W& OF
• t
I I Shared DC Power
� ANIEL P. GJ1
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Fiber F7 Fiber F3 C 1 01
ower Pt Power P3
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ONAL '\
0 Sector I(Alpha)Cade 1
HybrIf,x XX NN (C)OEMFiber F 1&Power Pt
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NN=Hybrinex Run Number Y RIg0UMh2#I
to Cable Distribution Box On OEM Fiber F 3&Power P3
Y P1600Mhz k 1
(Y1 OEM Fiber F 4&Power P4
Hybridex Sector Numbering KO)OEM Fiber F5
en:
Alpha-Hybdnex 11
HYBRIFLEX COLOR CODE
Alpha=
Beta-Hybdnex 21 LEGEND FORTHW SCENARIO
Gamma=Hybdnex 31
COLOR IREY CIWm
CHECKED BY: JX
Ir Yaiar MPRMO BY: DPH
eBLUE
P PURPLE
8. SUBMITTALS
o ORWVOE
y w RDE DATE OESC7PTION or
2 01 12 12 FOR Cp5TH11CIgN SF
c ^o e 1 12/04/11 ISM FOR REYEI OB
DC BREAKER STRIP SITE NUMBER:
UPPER BLOCK LOWER BLOCK cal A 800 p
BS23XC422
a4 2G1 crff L UNUSED SITE NAME:
A G
P
C"
_ 1900
O
P M7'. 'd EIH A P4 1600 SBA TOWER
F.
Q A ;: e A D cap
�� E SITE ADDRESS:
B m EE' -EMA 300 CHESTNUT STREET.
E a ®o a o `al P4 NORTH ANDOVER, MA 01845
A c® G
Ei6n A >,� ®n a. cee A
Cd ces M S1EEr 101E
FIBER A p4 CABINET &
-48VDC ANTENNA WIRING
DI STRI BUIL O N CABINET DIAGRAM
SHM NNW
CABINET&ANTENNA WIRING DIAGRAM
SCALE: N.T.S. A-4
STRUCTURAL NOTE: PROPOSED 800/190OMNs PANELa ^�'
ANTENNA ON EXNSTm PIPE IMO1NT A_3 Sprint'
(TYP. 1 PER SECTOR.TOTAL Of 3) ViVe,
G.C. TO REFER TO SPECIAL PROPOSED DORM-TAT 1 INTERNATIONALANTENNA BLVD,SURE 800
INSTALLATION REQUIREMENTS AND/OR p, w95
,APO-2) MAHWAH,NJ074
TEL:(800)357-76411
MODIFICATIONS RECOMMENDED IN
STRUCTURAL ANALYSIS REPORT
PREPARED BY FDH ENGINEERING, INC. PROPOSED ANTENNA NA'ONN'E,nmNc P�rA�'DST a
)ATED: 11-30-11 (TYP.OF 1 PER SECTOR.TOTAL OF 3) s-1 i3 SBA
To.9e
SBA COMMUNICATIONS CORP.
5900 BROKEN SOUND PARKWAY TEL:(561)2269523
BOCA RATON,FL 33487-2797 FAX:(561)226-3572
O
e0
EXISTING /�,�\ ® Hudson
PIPE MAST ® Design GroupL;c
S-1
ci
1600 OSGOOD STREET
BUILDING 20 NORTH,SURE 2-101 TEL:X978)5575553
N.AN DOVER,MA 01845 FAX:X978)336-5586
ED 1 1111111111111
ANTEBOTTOM VIEW �'`N OF
PROPOSED N: RRH MIOUNITED BEHNO a �Q. qC
PROPOSED ANTENNA ON EX15TIF4G PIPE PAST S_t � •S•
(TYP.OF 1 PER SECTOR, TOTAL OF 3) FD-RRH-2x50-800ANIEL P. L
s
SCALE:N.T.S. 5-I MT
-I
01
CI
0.4 ri
7 0
ST
SECTION
F��
SECTION A-A SSS/ONAL '\�
PROPOSED RRH MM
190MU OUNTEO BEHIND 2
PROPOSED ANTENNA ON EXISTING PIPE MAST 5_1
(TVP.OF 1 PER SECTOR.TOTAL OF 3)
EXISTING PIPE MAST
PROPOSED 800/190OMRHZ PANEL
ANTENNA ON EXISTING PIPE MOUNT
(TYP. OF 1 PER SECTOR. TOTAL Of 3)
N CNECKED BY: JX
EXISTING ANTENNA FRAME EXISTING EMPTY
PIPE MAST APPROVED BY: DPH
SUBMITTALS
DATE DESCRIPTION BT
A-A FRONT $IQE
S-1
FD-RRH-4x40-1900 3
SCALE: N.T.S. S-1 2 01 12 12FOR 000RIICIIUI IF
1 12/04/11 EHSIED FOE IIEVEN OB
SITE NUMBER:
BS23XC422
SITE NAME:
-- PROPOSED 8DOMRH: RRH MNouNTEo BE11N0 2 fma SBA TOWER
PROPOSED ANTENNA ON EXSTING PIPE MAST 1,�NTRAI,7OR TO ENAJRE THAT RRN MOUNTING
(TYP. OF 1 PER SECTOR TOTAL OF 3) S_I GOES NOT INTERFERE 1RTH CLIMBING
SITE ADDRESS:
MppER/PEaNN
EXISTING CAM TRAY OR ANTENNA
300 CHESTNUT STREET.
FRAME TIE NORTH ANDOVER. MA 01845
2.CONTRACTOR TO VERIFY N FELD DISTANCE
BEnIEEN EXISTING 60NNAECTXTN9 FOR THE
ANTENNA FRAME TO ENSURE THERE 4 ENOUGH
E.
SPACE TONN1101IANTMITIE PROPOSED RRMHS BEANRI O 9BillANE ANTECR
RRH MOUNTING DETAIL m: 3 PLACEMENT FOR RUERENCE ONLY. STRUCTURAL
SCALE:N.T.S. S-1 1.CONTRACTOR TO VERIFY N FELD SIN OF ORpER M,UCINIG PRGPOSED ANTENNA PM/ICEIEM, DETAILS
EXISTING MOUNTING PIPE TO BE 2*0 SCH.40.
T-Ir LONG MOWA N. A.VERBY EXACT RAN MODEL NTH RF ENGINEER
PRIOR TO WSTAJATIOK
2.CONTRACTOR TO VEWY N FIELD SIZE OF
EXISTING ANTENNA FRAME PIPES FOR TiR11 EOU�!T T MOUNTED PER 9t[r NUMBER
MANWACfURERS
S- 1
Vin^
CABLE JUMPERS (TYP.)
— — — — — — — — — — — — — I RET CABLES
NttBRIFLEX EL ECTRICAL_NOTES S p rI ViLla"
1)ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 1INTERNATION ITE 800 '
THE NATIONAL ELECTRICAL CODE (NEC)AS WELL AS APPLICABLE STATE MAHWAH,NJ 07495
PROPOSED — — — — — — — —I OC/FIOER PAR(TYP.) AND LOCAL CODES. TEL:(800)357-7641
MUiTNOOE
ANTENNA 2)THE ELECTRICAL CONTRACTOR 94ALL COORONATE ALL CONDUIT
ROUTING WITH LOCAL UTILITY COMPANIES AND SPRINT CONSTRUCTION
MANAGER. ,
1900 600
Neu HV8RIlFLEX GROUNDING PUT 3)ALL CONDUITSLBO ROUTED BELOW GRADE OST TRANSITION TO ROD
SBA nD��
� RAN (YRORJY OF (3) GROUNDING KRS GALVANIZED ELBOWS 1NffH1 RD GALVAN12ED STEEL CONDUIT ABOVE
PER CABLE) GRADE.
(3) 1-1/4.HVORIFU:X CABLES 4)ALL METAL CONDUITS SHALL BE PROVIDED WITH GROUNDING BUSTAYGS.
I 5)GENERAL CONTRACTOR SHALL PROVIDE ALL DIRECT BURIED CONDUITS SBA COMMUNICATIONS CORP.
I WITH PLASTIC WARNING TAPE IDENTIFYING CONTENTS TAPE COLORS SWILL 5900 BROKEN SOUND PARKWAY TEL 1567)226-9523
I I BE ORANGE FOR TELEPHONE AND REO FOR ELECTRIC. BOCA RATON,FL 33487-2797 FAX:(5671 226-3572
I 6)ALL ELECTRICAL ITEMS SWILL BE U.L.APPROVED OR LISTED AND
�L_�� I I PROCURED PER SPECIFICATION REOUREMENTS.
pU THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIALS
_
TO ADDITIONAL SECTORS WORK TODPR�OVI DRAWINGS ETTE OPERATING AND 0 ELINCLUDING NECCTTRI:AL NTAL Hudson±*6'
FSYSTEM. Design Group=Q
(2) /2 INSULATED GROUND CONDUCTOR 8)GENERAL CONTRACTOR SMUL PAY FEES FOR PERMITS.AND IS
(TYP. OF ALL CONNECTKXAS BETWEEN RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF 16000SGOO-1REE1
ANTENNAS.AM.6:COMOI ER TO AGB) ANTENNA GROUND BAR INSPECTIONS• BUILDING 20 NORTH,SUITE 2-101 TEL:(978)557.5553
(AGB) 9) ELECTRICAL AND TELCO WOW OUTSIDE A BUXOM TWD EXPOSED TO N.ANDOVER,MA01845 FAX:(978)3365586
WEATHER SHALL BE IN WATER TIGHT GALVANIZED RD STEEL CONDUITS
/2 SOLID TINNED COPPER INTEGRAL GROUND KIT h FIBER IN SCHEDULE 80 PVC(AS PERMITTED N COOL)AND WHERE REOUIREO
GROUND WIRE FROM AGB IIS CONDUCTOR WITH 2 ��'OU BOX N LDtAD TIDFIT FLEXIBLE PETAL OR NONMETALLIC CONDUITS. = �`' OF A/nSSgC�G
EXISTING PPC CABINET OR TO MGB I HOLE LUG 10) BURIED CONDUIT SWILL BE SCHEDULE 40 PVC. C` '�W
MAIN ELECTRICAL PANEL
PROPOSED 100A/2P I — — — — 11) ELECTRICAL Naas SHALL BE COPPER MTN TYPE M*W, THEIN, OR A N I E L
BREAKER N EXISTING PANEL I THIN INSULATION.
— ((3) 1x FLEX CONDUITS FOR M �
POWER, FIBERR,AND ALARM 12) RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL -
I oEMAaaTaN PONT AND PROJECT oMINER CELL sITE PPC As C
AC LOAD I ION NSTALLATION DRAWING.
PROVIDE FULL
LEAH PULL ROPE. COOROWI Y. 0.4 7 O
FROM POWER SOURCE CENTER
POWER I DE)MARCAT;ELCPDO1��OR CA1T OWNER EN TELEPHONE
L SITE TE UTILITY
CABINET AND r�G�ST
PROPOSED PROPOSED PROPOSED BTS CABINET AS INDICATED ON THIS DRAWING PROVIDE FULL LENGTH S/
MM-OTS sou Bat) PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT S ONAL
FSR I CARNET GIBLET CABINET MEASURING TAPE AT EACH END.
14)FROM TELCO DEMARCATION TELCO COMPARTMENT PORTION
I r — — — — — — O NEERBS CELCAL90 PPC SMALL BEROD IT�WIT. BTS AND PROJECT
I
CONTRACTOR(ELECTRICIAN)TO VERIFY N THE I I Ir — — — — — — — — — —
— — —
CA �
FIELD THAT THE CABLING SERVICING THE I I
EIDSTMIG BTS CABINET FROM THE EXISTING (3) !2.(1) /8 GROUND. (1) I _ J
POWER PANEL IS RATED EQUAL TO OR 1 I"PVC CO DUIT WITH
CTHAN
— — — — — —
REATER TH N THE /2 AWG SPECIFIED FOR RD RISERS(BELOW GRADE)
THE PROPOSED BTS 9926 CABINET. UPGRADE OR(1) 1 j-1�CONO11T I I I I I
THE CABLING DANS CONDUIT IF NEEDED, (ABOVE GRADE) I /2 AWG BARE COPPER WINE GROUNDING NOTES
(1) 25 PAIR(124 AWG)SQUD I I I I
1)ALL EOUIPMEN7 LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
TANNED COPPER MARE WITH TIRED
mer�AL IIOfIR�hF COPPER BRAZED SHIELD AND MASTER GROUND BAR 2)ALL GROUND WIRE SMALL BE BARE COPPER 92 AWG UNLESS CHECKED BY: JX
-- GREY PVC LINER AND JACKET N OTHERWISE NOTED.
C.C.TO UPGRADE THE EXISTING MULTIMDDE 2"CONDUIT WITH RD RISERS (MGB)
CJANEi BREAKER,CONDUCTOR.AND CONDUIT 3)"ALL=VIRES SHALL PROVIDE A STRAIGHT,DONNWARO PATH TO
TO A MINIMUM NEC RATING FOR A IOD-ANP, GROUND MATH GRADUAL BENDS AS REOUIREO.GROUND TARES SHALL NOT APPROVED BY: DPH
240V CIRCUIT. 02 STRANDED INSULATED BE LOOPED OR SHARPLY BENT.
GROUND GROUND OIINTMGB TO `� 4)EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE MASTER SUBMITTALS
TYPICAL POWER 81 GROUNDING ONE LINE DIAGRAMS �� «1aN0 BAR lie) a AWINSULATED STRANDED COPPER WILE. . DATE CRPigN BY
EQUIPMENT CABINETS SHALL EACH
NAVE(2)CONNECTIONS
SCALE: N.T.S. E-1
S)PROVIDE DEDICATED/2 AWG COPPER GROUND WARE FROM EACH
06 AWG FROM ANTENNA ANTENNA MOUNTING PIPE TO ASSOCIATED AGB(TYP.)
LEESSSS STEEL 5 2 CABLE GROUND KIT _ ` , 6)ANTENNA GROUND KITS SMALL BE FURNISHED BY SPRINT AND
4 (D INSTALLED BY ELECTRICAL CONTRACTOR.
GROUND BAR ON 7)GOOROINA7E NEW SPRINT GROUND SYSTEM WITH EXISTING SITE 2 01/12/12 FOR COISTRIICIIQI SF
TWO HOLE COPPER COMPRESSION TERMINAL 3/4• WALL OR ON ANTENNA
CROUNgNC CABLE � 7/16• o ° '��O STEM• 1 12/04/11 6AED FOR REVIEW DB
2 0 0 (SEE NOTE /2)
0�0 0 0® 6)GROUINgNG SHALL COMPLY WITH NEC ART. 250. ADOITIONALLr,
GROUND BAR 0 0 0 0 0 0 GROUNDING,BONDING AND LIGHTNING PROTECTION SMALL BE DONE IN SITE NUMBER:
A o 0 0 0)0 0 0 0 ACCORDANCE NTH PROJECT OWNER'S BTS SITE GROUNDING STANDARDS
ELEY�a . 3 �0 0 1 0 0 0 0 0 0 0 o BS23XC422
9)GROUND HYBTIFLEz CABLE 9HIE1.05 MINIMUM AT BOTH ENDS USING
1• QO 0 0 0 0 0 O O O O O OQ MANUFACTURERS HYBRPLEX CABLE GROUNDNG KITS SITE NAME:
LOCK WASHER (TYP.) FLAT WASHER (IMP.)
O O 10)ALL GROUND CO ME 'ONS
70 BE WRNDY HYGKOUND COMPRESSION SBA TOWER
TYPE CONNECTORS OR CAOWELD EZOTHERYIc WELD. DO NOT ALLOW
3/8-.1-1/4-HEX BOLT BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL.
NUT (TYP.) 11)11)ROUTE GROUNDING CONDUCTORS ALONG THE SMARTEST AND SITE ADDRESS:
LEGEND STRAIGHTEST PATH POSSIBLE.EXCEPT AS OTHERIMSE INDICATED. 300 CHESTNUT STREET.
GROUND BAR GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS NORTH ANDOVER, MA 01845
1- COPPER TINNED GROUND BAR. 1/4"x4".20", OR OTHER LENGTH AS REQUIRED. MAKE AT LEAST 12"RADIUS BENDS 06 WILE CAN BE BENT AT G*
HOLE CENTERS TO MATCH MENA DOUBLE LUG CONFIGURATION TWO HOLE LUG, TO BE USED WITH 14/0 RADIUS WHEN NECESSARY.BOND ANY METAL OBJECTS WITHIN 6 FEET OF
2- INSULATORS,NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL OR /2 AWG BCW TO BLDG OR GROUND PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR
EXPOSED BARE COPPER TO BE KEPT 3_ 5/8"LOCKWASHERS OR EQUAL RING AS SHOWN GROUNDING RING. �'�
GROUNDING CABLE TO ABSOLUTE MINIMUM, NO 4- WALL MOUNTING BRACKETS, NEWTON INSTRUMENT CO. CAT NO.A-6056 OR EQUAL
INSULATION ALLOWED WITHIN THE 5- 5/8- 11x1"H.H.C.S.BOLTS NOTES: 12)CONNECTIONS TO AROUND BARS 94ALL BE MADE NTH TWO HOLE TYPICAL POWER &
SECTION "A-A COMPRESSION TERMINAL(TYPICAL) 1. CONTRACTOR TO UTILIZE KOPR-$NEED (THOMA,S COMPRESSION TYPE COPPER LUGS APPLY OXIDE INMBITING COMPOUND
dt GROUNDING 0 N E
NOTE: NOTES: BETTS) ON ALL LUG CONNECTIONS. TO ALL LOCATIONS
1. LINE DIAGRAM
"DOUBLING UP"OR 'STACKING"OF CONNECTION IS NOT PERMITTED. 1• ALL BOLTS. NUTS. WASHERS AND LOCK WASHERS SHALL BE 18-8 2. ALL GROUND BARS SHALL BE GALVANIZED WITH 13)APPLY OXIDE INHIBITING CALPOUND 70 ALL COMPRESSION TYPE
3.
2.OXIDE INHIBITING CD CAOWEID DOWNLEADS FROM FROM TO BE USED AT ALL LOCATIONS. STAINLESS STEEL. ANTI-THEFT GROUND CONNECTIONS
UPPER ECB, LOWER EGB AND NCB. �� "�'"'E'
2, ALL SND BARS SHALL BE GALVANIZED WITH ANTI-THEFT 901 NAM
HARDTYPICAL INSTALLATION OF GROUND
TYPICAL GROUND BAR CONNECTION DETAIL TYPICAL GROUND BAR DETAIL 3 WIRE TO GROUND BAR DETAIL E- 1
SCALE:N.T.S. E-1 SCALE:N.T.S. E-1 SCALE:N.T.S. E-1
i
STRUCTURAL NOTE: '
S p ri nt �
�
G.C. TO REFER TO SPECIAL ,
INSTALLATION REQUIREMENTS AND/OR NTERNARONALBLVD,SURE 800
MAH WAH,N107495
r TEL:(800)357-7641
MODIFICATIONS RECOMMENDED IN
STRUCTURAL ANALYSIS REPORT
PREPARED BY FDH ENGINEERING, INC. r /
DATED: 11-30-11 J j- SBA
/ LTM
�/
r
r .x T.< -- /i SBA COMMUNICATIONS CORP.
, f- �l 5900 BROKEN SOUND PARKWAY TEL(56112269523
•,7 7 -.� BOCA RATON,FL 33487-2797 FAX:(561)226J572
SITE NUMBER: Hudson®
BS23XC422 Design Groupuc
SITE NAME: '600°5°D°°STREET
BUILDING E NOR'H.SURE 2-101 TEL:(978)SSIS553
N.ANDOVER,MA 01845 PA%:(978)336.5586
SBA TOWER \,v6\ O
��P� sgcti
SITE ADDRESS: ANI ML P. G�
SBA SITE #:MA01085-A 300 CHESTNUT STREET cI
o.4 7 0
SBA SITE NAME: NORTH ANDOVER NORTH ANDOVER, MA 01845 CISTERF������
S/ONAL '
SITE INFORMATION VICINITY MAP TRUE NORTH SCALE: N.T.S. SHEET INDEX
SITE NUMBER: BS23XC422 LOCAL POWER SHEET NO. DESCRIPTION
COMPANY: NATIONAL GRID
SITE NAME: SBA TOWER T-1 TITLE SHEET
LOCAL TELCO
SITE ADDRESS: 300 CHESTNUT STREET COMPANY: VERIZON �� GN-1 GENERAL NOTES
NORTH ANDOVER,MA 01845 VN ZZ
APPLICANT: SPRINT ��gP S� C-1 PLOT PLAN
COUNTY: ESSEX 1 INTERNATIONAL BLVD, y
SUITE 800 UT A-1 COMPOUND PLAN AND ELEVATION
ZONING: RESIDENTIAL-3 MAHWAH,NJ 07495
CHEq(ED BY: JX
A-2 ANTENNA SCENARIO&RF SYSTEM SCHEDULE
PARCEL ID: MAP 98C LOT 2 APPLICANT
REPRESENTATIVE: ALCATEL-LUCENT Q� A-3 DETAILS APPROVED BY: DPH
COORDINATES('): N 42°40'08.1 1 ROBBINS ROAD
W 71°06'31.6" WESTFORD,MA 01886 a� A-4 CABINET&ANTENNA WIRING DIAGRAM SUBMITTALS
GROUND ELEV.('): 314.9't (AMSC) (978)952-1600 �v
S-1 STRUCTURAL DETAILS ' MlE
SITE ACQUISITION n
STRUCTURE TYPE: GUYED TOWER CONSULTANT: SBA COMMUNICATIONS CORP. _ PROJECT E-1 TYPICAL POWER&GROUNDING ONE LINE DIAGRAMS
ONE RESEARCH DRIVE } SITE
STRUCTURE HEIGHT: 153'±(AGL) SUITE 200C C
WESTBOROUGH,MA 01581 m -�
ANTENNA RAD w N
CENTER: 130.4't(AGL) A&E CONSULTANT: HUDSON DESIGN GROUP LLC 2 01 1� !?Fat C@61HI1M
1600 OSGOOD STREET DO '' APPROVALS 1 1:0,,1,65o RX!Rmw9e
PROPERTY& BLDG 20 NORTH,SUITE 2-101 W
STRUCTURE OWNER: SBA PROPERTIES,INC NORTH ANDOVER,MA 01845 S THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR SITE NUMBER:
5900 BROKEN SOUND PKWY TEL: (978)557-5553 5
BOCA RATON,FL 33487 FAX:(978)336-5586 U REP TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE BS23XC422
(')-
a LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. SITE NAME:
COORDINATES FROM SPRINT SITERRA DATABASE
AND CONFIRMED WITH GOGGLE EARTH BY SBA TOWER
ALCATEL-LUCENT. SCOPE OF WORK
CONSTRUCTION: DATE: SITE ADDRESS:
300 CHESTNUT STREET.
GENERAL NOTES
1. REPLACE EXISTING MOD CELL WITH (1)MM-BTS CABINET&INSTALL FIBER DISTRIBUTION BOX WITHIN NORTH ANDOVER, MA 01845
EXISTING LEASE AREA.REPLACE EXISTING DC PLANT&BATTERY CABINETS WITH(2)BBU CABINETS. LEASING/
1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR HUMAN HABITATION: SITE ACQUISITION: DATE:
-HANDICAPPED ACCESS NOT REQUIRED 2. REMOVE(6)EXISTING CDMA ANTENNAS AND REPLACE WITH(3)NETWORK VISION ANTENNAS&(6)RRH'S. 9EFt
-PORTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED
-NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED 3. REMOVE EXISTING CDMA COAX CABLES&INSTALL(3)HYBRIFLEX CABLES FROM EQUIPMENT CABINET TITLE SHEET
TO ANTENNA RF ENGINEER: DATE:
2. CONTRACTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS,AND CONDITIONS ON JOB SITE.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES 4. REMOVE EXISTING GPS ANTENNA AND REPLACE WITH NEW GPS ANTENNA
BEFORE PROCEEDING WITH THE WORK.FAILURE TO NOTIFY THE ARCHITECT/ENGINEER PLACE THE DIG SAFE SYSTEMS,INC. LANDLORD/
RESPONSIBILITY ON THE CONTRACTOR TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S PROPERTY OWNER: DATE: SHO NAM
EXPENSE. 1-888-DIG-SAFE(344-7233) T- 1
3. DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. V./I
BUILDING CODE:MASSACHUSETTS STATE BUILDING CODE 780 CMR-8TH EDITION
ELECTRICAL CODE:2008 NATIONAL ELECTRICAL CODE
STRUCTURAL CODE:TIA/EIA-222-G OR LATEST EDITION
DIVISION 01000 - GENERAL REQUIREMENTS CONCRETE N METM Sprint'
C. USE ACCELERATING ADMIXTURES COLD WEATHER AND
PART 1 GENERAL CAST-IN-PLACE CONCRETE P ��+1���AAA
RETARDING ADMIXTURES N HOi WEATHER ONLY WHEN APPROVED i}• UNLESS OTHERWISE NOTED, EXPANSION BOLTS SHALL � �,
BY THE ENGINEER. PART 1 - GENERAL 13. UNLESS
TO FEDERAL E NOTED.
EX FF-S-32S,S SM n, TYPE
REFER TO SPRINT STANDARD CONSTRUCTION SPECIFICATIONS. PART 1 - GENERAL4.CLASS I, HILTI KWBOLT 11 OR APPROVED EQUAL. MATIONS NJ 07495
N CAE OOF'A CONFLICT,SPRINT STANDARD CONSTRUCTION D. TOTAL NR CONTENT SHALL BE S PERCENT PLUS OR MINUS 1.01 WORK IN0.UOE0 K INSTALLATION SHALL BE N ACCORDANCE WITH THE 11NTERN .SUIT 800
SPECIFICATIONS(LATEST EDITION)SHALL BE FOLLOWED. 1.01 DESCRIPTION 1 PERCENT. A THE WORK CONSISTS OF THE FABRICATION AND MANUFACTURER'S RECOMMENDATIONS.MINIMUM EMBEDMENT SHALL TEL:(BOO)357-7641
INSTALLATION OF ALL MATERNA TO BE FURNISHED.AND WITHOUT BE THREE AND ONE HALF(3 1/2)INCHES.
PART 2 GENERAL NOTES WORK INCLUDES CONSTRUCTION OF CAST-N-PLACED CONCRETEPARI 3 - EXECUTION LIMITING THE GENERALITY THEREOF. INCLUDES ALL EOUIPMEN7, 14. WHERE ROOF PENETRATIONS ARE REOUIREO,THE
FOUNDATIONS,INCLUDING FURNISHING AND INSTALLING READY-MDL LABOR AND SERVICES REQUIRED FOR ALL STRUCTURAL STEEL ND CONTRACTOR Pull CONTACT AND COORDINATE RELATED WWORK ...
1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY CONCRETE.RENFORCM.FORMWORK.AND ACCESSORY MATERIALS WORK.INCLUDING ALL ITEMS INCIDENTAL THERETO AS SPECIFIED
WITH ALL LAWS.ORDINANCES. RULES.REGULATIONS AAS SHOWN ON THE DRAWINGS. CAST-IN-PLACE CONCRETE 3.01 INSPECTION HERON AND AS SHOWN ON THE DRAWINGS. INCLUDING: WITH THE BUILDING OWNER AND THE EXISTING ROOF INSTALLER. c�
LAWFUL ORDERS OF ANY PUBLIC AUTHORITY.MUNICIPAL AND INCLUDES ALL SITE CONCRETE, 04CLUONG FOUNDATIONS.SLABS THE CONTRACTOR SHAD.VERIFY ANCHORS.SEATS.PENETRATDN$, WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO NOT SBA
UD�\IIU,11
UTILITY COMPANY SPECIFICATIONS.AND LOCK AND STATE ON GRADE.EOUIPYENT PADS.AND GUARD POST FOUNDATIONS. 1. STEEL FRAMING INCLUDING BEAMS.ANGLES.CHANNELS AND VOID THE EXISTING ROOF WARRANTY.
JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF PLATES.REINFORCEMENT.AND OTHER ITEMS TO CAST INTO PLATES.
THE WORK.THE WORK PERFORMED ON THE PROJECT AND 1.02 RELATED WORK CONCRETE ARE ACCURATELY PLACED,HELD SECURELY.AND
THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE SHALL NOT CAUSE HARDSHIP IN PLACING CONCRETE. 2. WELDING AND BOLTING OF ATTACHMENTS. WOOD
WITH ALL APPUCABUE CODES. REGULATIONS.AND A COORDINATE UNDER SLAB CONDUITS 3.02 PREPARATION 1. PLYWOOD SHALL MEET THE RECOMMENDATIONS OF THE APA
ORDINANCES. 1.02 REFERENCE STANDARDS SBA COMMUNICATIONS CORP.
B. COORDINATE WITH GROUNDING Z.ALL LUMBER SINAL BE PRESSURE
TREATED
(APF)Jl GRAVE.
2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO A THE CONTRACTOR SHALL PREPARE PREVIOUSLY RACED 5900 BROKEN SOUND PARKWAY 1EL:15611226-9523
A THE WORK SHALL CONFORM TO THE CODES AND STANDARDS }.ALL LIMIER SHALL E STRESS ft. n. IJ WIN PRESERVATIVES.
SET FORTH N THE CONSTRUCTION AND CONTRACT 1.03 APPLICABLE STANDARDS CONCRETE BY 0.E/AIPPL WITH LNG ENT I AND APPLYING CIF THE FOLLOWING AGENCIES AS FURTER CITED HEREIN: ALLOIABLE ENING S1RE55:N rtin� 1,000 PSI BOLA RATIN.FL 33487-2797 FAx:156117163572
DOCUMENTS THE COMPLETE SCOPE OF WORK.THE BONDING AGENT. APPLY BONDING AGENT N ACCORDANCE WITFI
CONTRACTOR BODING THE JOB IS NEVERTHELESS CAUTIONED A ACI-301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE MA WACTURER'S INSTRUCTIONS. 1. ASTM:AMERICAN SOCIETY FOR TESTING AND MATERIALS.AS ALL JOIST
OF EGEM C'TANGLE PSI
ENY
THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND BURAINGS. PUBLISHED N "COMPILATION OF ASTM STANDARDS N BUILDING 4.ALL JOSE HAS MAN ACT AEE BY AND RATES TOE 1PROV
3.03 PLACING CONCRETE EQUAL
GALVANIZED AS MANUFACTURED B/SMPSON M.OR APPROVED
OR SPECIFICATIONS SMALL NOT EXCUSE SAID CONTRACTOR CODES 4&
FROM COMPLETING THE PROJECT AND IMPROVEMENTS N B. AC 347 - GUIDE TO FORMWORK FOR CONCRETE. A THE ENGINEER SMALL BE NOTIFIED NOT LESS THAN 24 Hudson
ACCORDANCE MTN THE INTENT OF THESE DOCUMENTS. " AWS:AMERICAN WELDING SOCIETY INC..AS PUBLISHED IN a ALL LVED M AL MANUFACTURED P ROSE CASCADE OR OF C. ASTM C33 - CONCRETE AGGREGATES HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS APPROVED EQUAL.
3. THE CONTRACTOR OR BIDDER SHALL BEAR THE SHALL BE E WAIVED IN EACH CASE. RACING OF CONCRETE "STANDARD D1.1-2006.STRUCTURAL WELDING CODE'.
RESPONSIBILITY OF NOTIFYING(N WRITING)SPRINT'S D. ASTM C94 - READY-MIXED CONCRETE PULL E PERFORMED ONLY IN THE PRESENCE OF THE Design 6roupuc
ENGINEER. 3. AMSC:AMERICAN INSTITUTE FOR STEEL CONSTRUCTION,AS
REPRESENTATIVE OF ANY CONFLICTS.ERRORS OR OMISSIONS PUBLISHED IN "CODE FOR STA►OARD PRACTICE FOR STEEL SPECIAL CONSTRUCTION ANTENNA INSTALLATION 40
PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR E. ASTM C150 - PORTLAND CEMENT CONCRETE SHALL NOT BE PLACED UNTIL ALL FORM WORK, BUILDINGS AND BRIOGES% "SPECIFICATIONS FOR THE DESIGN.
PERFORMANCE OF WORK. EMBEDDED PARTS,STEEL REINFORCEMENT.FOUNDATION FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR PART 1 - GENERAL 1600 OSGOOD STREET
F. ASTM C260 -AIR-ENTRAIING ADMIXTURES FOR CONCRETE. BUILDING 20 NORTH.SURE 2-101 TEL:X97815575553
4. riff SCOPE OF WORK SHALL INCLUDE FURNISHING ALL APPROVES,AND JOINTS INVOLVED
IN THE
PLACING HAVE BEEN BUILDING$.
1.01 WORK INCLUDED N.ANDOVER,MA01845 FAX:X9781336-5586
MATERIALS. OF WOK LABOR AND ALL OTHER MATERNA G. ASTM 0309 - LIQUID MEMBRANE FORMING COMPOUNDS FOR APPROVED•AND UNTIL TEEN PR IDEDACCEAND
TO THE SPRINT
CURING CONCRETE. REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR {. EIA/TA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA A ANTENNAS AND COAXIAL CABLES SHALL BE AS SPECIFIED
AND LABOR DEEMED NECESSARY TO COMPLETE THE ACCOMPLISHMENT OF THE WORK AS SPECIFIED. CONCRETE MAY SUPPORTING STRUCTURES.
WORK/PROJECT AS DESCRIBED HEREIN. NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN ON THEE DRAWINGS. THE CONTRACTOR PULL E RESPONSIBLE
H. ARTY C{94 - CHEMICAL ADMIXTURES FOR CONCRETE. APPROVED AND SPRINT HAS PERFORMED A FINAL INSPECTION PART 2 - STRUCTURAL NOTES FOR THE PROTECTION OSHA
ST PERSONNEL AND PROPERTY. STRICT OF
S. THE CONTRACTOR DHKL VISIT THE JOB SITE PRIOR TO THE AND GIVEN APPROVAL TO START PLACEMENT IN WRITING. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ADHERENCE TO OSMA STANDARDS 5 MANDATED. �" S'
SUBMISSION OF BIDS OR PERFORMING WORK TO FAYLIARIZE REINFORCEMENT.1. ASTM A615 - DEFORMED STEEL BARS FOR CONCRETE ACCORDANCE WITH THE DRAWINGS AND SPRINT SPECIFICATIONS g, INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND SPRINT
THEIRSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT8. UNLESS SPECIFIED TO BE BEVELED,EXPOSED EDGES OF UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SMALL BE S'
THE PROJECT CAN BE CONSTRUCTED N ACCORDANCE WITH J ASTM w165 - STEEL WELDED WIRE FABRIC FOR CONCRETE FLOATED OR TROWELED SURFACES SHALL BE EDGED WITH A ASTM-992-50 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC SPECIFICATIONS. A N I E L P. GJ,
THE CONSTRUCTION DRAWING"'' REINFORCEMENT 700E HAVING A i/4"CORNER RADIUS. DRAWINGS.STEEL OEPGN,INSTALLATION AND BOEING SWILL BE C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED If
M
N ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL -M
6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEEDON DRAWINGS.
C. PLACEMENT OF CONCRETE SHALL E IN ACCORDANCE WITH CONSTRUCTION(RISC) "MANUAL OF STEEL CONSTRUCTION".MISC.
DARN CONSTRUCTION PRIOR TO STARING WORK ON ANY ITEM 1•a QUALITY ASSURANCE ACI 301. STEEL TO BE A38. CI
NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/ CONCRETE MATERIALS AND OPERATIONS PWA BE TESTED AND 0. INSTALL EQUIP CABLES AND TERMINATION'S BETWEEN
CONTRACT DOCUMENTS. INSPECTED BY THE ENGINEER AS DIRECTED BY SPRINT. 0. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT. 1. DESIGN REOUREMENTS ARE PER STATE BUILDING CODE AND ANTENNAS AND EQUIPMENT PER MANUFACTURER'S
INSERTS,EMBEDDED PARTS,FORMED JOLTS AND VAPOR APPLICABLE SUPPLEMENTS,ANS/T1A-222-C STRUCTURAL RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN O.4 7 O
7. THE CONTRACTOR SHALL INSTALL ALL EOUAPMENT AND 1.05 TESTS BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE ANTENNA AND EOUPMENT PER MANUFACTURER'S �.
MATERIALS ACCORDING TO THE MANUFACTURERS/ REOUREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3)FEET �FG+ ccCCO
WHERE LOCAL SPECIFICATIONS
CODES OR ORDINANCES TAKE PRECD CITHERM EDENCE. BY ONCRETE TESTS SHALL BE AS SPRINT. CONCRETE MATERIALS ANO OPERATIONS PULL BED BELOW OR AS AD E.ON DRAWINGS: REINFORCING STEEFOLLOWING MINIMUM ELL UNLESS SHOOWN OTHERWISE E COVER SHALL BE IN FIELD PPPoOR TO FABRICATION AND ERECTION OF ANY TERIAL.ANY UNUSUAL CONDITIONS SHALL REPORTED TO STATED.SMALL VERIFY ALL DIMENSIONS AND CONDITIONS INSS OF ENTRY PORT LOCUTION UNLESS OTHERWISE .SSfoN I-"_
TESTED AND INSPECTED O THE ENGINEER FE THE WORKCONCRETE CAST AGAINST EARTH 3 INTHE ATTENTION OF THE CONSTRUCTION MANAGER AND ENGINEER E. ANTENNA MOUNTS AND HARDWARE SHALL BE PAINTED TO E�
AL
8. THE CONTRACTOR SHALL MAINTAIN A SITE
ET OF PROGRESSES, FAILURE TO DETECT ANY DEFECTIVE WORK OR
CONSTRUCTION DOCUMENTS A7 THE SITE UPDATED WITH THE MATERIAL PW.L NOT N ANY WAY PREVENT LATER REJECTION CONCRETE EXPOSED TO EARTH OR WEATHER: OF RECORD, MATCH EXISTING CONDITIONS.
LATEST REVISIONS AND AOOENOUM'A OR CLARIFICATIONS WHEN SUCH DEFECT IS DISCOVERED NOR SHALL R OBLIGATE THE /6 AND LARGER.............................................2 IN.
AVAILABLE FOR THE USE OF ALL PERSONNEL INVOLVED WITH ENGINEER FOR FINK ACCEPTANCE. /5 AND SMALLER h WWF......................1 1/2 IN. 3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL F. ANTENNA AND COAXIAL CABLE GROUNDING:
THE PROJECT. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1. ALL EXTERIOR /6 GREEN GROUND WIRE 'DAISY
A THREE CONCRETE TEST CYLINDERS SMALL BE TAKEN OF NOT CAST AGAINST THE GROUND. "SPECIFICATION FOR THE DESIGN.FABRICATION AND ERECTION OF CHAIN"CONNECTIONS ARE TO BE WEATHER SEALED.
9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE THE TOWER PIER FOUNDATION. ONE SHALL BE TESTED O THREE SLAB AND WALL............................................3/4 IN. STRUCTURAL STEEL FOR BUILDINGS. 2. ALL COAXIAL.CABLE GROUNDING KITS ARE TO BE
PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE DAYS,ONE O TWENTY-EIGHT DAYS. THE THIRD CYLINDER SMALL BEAMS AND COLUMNS.................................I 1/2 IN. INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE(NOT WITHIN
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, BE KEPT SEPARATELY. (IF RECURRED TO BE USED IN THE 4. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD-FORMED BENDS).
METHODS,TECHNIOUES. SEQUENCES AND PROCEDURES AND FUTURE.) 3.04 SURFACE FINISHES WELDED h SEAMLESS CARBON STEEL STRUCTURAL TUBING%
FOR COORDINATING ALL PORTIONS OF THE WORK UNDER GRADE A.OR ASTM A53 RPE STEEL BLACK AND HOT-DIPPED
THE CONTRACT. B. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST A SURFACES AGAINST WHICH BACK FILL OR CONCRETE SHALL ZINC-COATED WELDED AND SEAMLESS TYPE E OR S.GRADE B. ROOF WORK
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CYLINDERS TAKEN. SLUMP SHALL NOT EXCEED 4"UNLESS BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF RI
PE SIZES INDICATED ARE NOMINAL.ACTUAL OUTSIDE DIAMETER 1 If ROOF WORK 5 CAUTION REQUIRED.CTION SHALL EXERCISED
ALL PERMITS AND INSPECTIONS WHICH MAY BE REWIRED OTHERWISE NOTED. DEFECTIVE AREAS. IS URGER. WHILE WORKING ON THE ROOF. EVERY EFFORT MUST BE MADE
FOR THE WORK BY THE ARCHITECTANGINEER,THE STATE. PART 2 - PRODUCT 8. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL 5. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH TO PRESERVE THE ROOF WARRANTY.
COUNTY OR LOCAL GOVERNMENT AUTHORITY. PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS BOLTS(BEARING TYPE)ANO CONFORM TO ASTM A325-HIGH
2.01 CONCRETE MATERIALS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH STRENGTH BOLTS FOR STRUCTURAL JOINTS,INCLUDING SUITABLE 2.WHEN ROOF PENETRATIONS ARE REOUIREO,THE CONTRACTOR
11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO DRY PACK GROUT.OR BY SACKING WITH UTILITY OR ORDINARYNUT$AND RAN HARDENED wAAHERA".UNLESS OTHERWISE SHALL CONTACT AND COORDINATE THE WORK WITH THE BUILDING
PROTECT EXISTING SITE CONDITIONS DURING CONSTRUCTION. CONCRETE SILL BE COMPOSED OF PORTEND CEMENT.WATER. GROUT. IN
NOTED.ALL BOLTS SHALL BE 5/8"DIA TYPE X.
OWNER AND THE EXISTING ROOFING INSTALLER. CHECKED BY: JX
UPON COMPLETION OF WORK.THE CONTRACTOR SHALL FIE AND COARSE AGGREGATES.ANO ADMIXTURES AS SPECIFIED
REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO BELOW,ALL WELL MIXED AND BROUGHT TO PROPER C. SURFACES THAT WOAD NORMALLY BE LEVEL AND WHICH
CONSTRUCTION ON OR ABOUT THE PROPERTY. WILL BE PERMANENTLY EXPOSED TO THE WEATHER SMALL BE 6. ALL STEEL MATERIALS SMALL 8E GALVANIZED AFTER RELATED WORK(ROOF TOP SITESX
CONSISTENCY,cuss L n,m,ort Y. FABRICATION N ACCORDANCE WITH ARTY w12s'ZINC(HOT-DIP APPROVED BY: DPH
12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA SLOPED FOR DRAINAGE. SURFUNLEACE
EOR SHOWEER'S THE DESIGN
DRAWING GALVANIZED)COATINGS ON IRON AND STEEL PRODUCTS",UNLESS
CLEAN AND HAZARD FREE DURING CONSTRUCTION AND A CEMENT:CEMENT SHALL BE TYPE M.GRAY COLOR, SPECIFIES A HORIZONTAL SURFACE OR SNOWS THE ROPE OTHERWISE NOTED. FURNISHED THE FOLLOWING WORK AS SPECIFIED UNDER
LOW-ALKAU PORTLAND CEMENT CONFORMING TO ASTM C150, REOUIRED. THE TOPS OF NARROW SURFACES•SUCH AS STAIR CONSTRUCTION DOCUMENTS.BUT COORDINATE WITH OTHER
UNNECESSARY
OF ALL DIRT.DEBRIS,RUBBISH AND REMOVE ALL TREADS,WALLS.CURBS.AND PARAPETS SHALL BE SLOPED TRADES PRIOR TO 810: SUBMITTALS
UNNECESSARY MATERIAL. B. FINE AND COARSE AGGREGATES:AGGREGATES FOR USE IN APPROXIMATELY 3/8"/FT OF WIDTH. BROADER SURFACES SUCH 7. ALL BOLTS.ANCHORS AND MISCELLANEOUS 3 *ZIM/ARE SHALL
CONCRETE SHALL COMPLY WITH ASTM C33. AS WALKS. ROADS.PARKING AREAS AND PLATFORMS SHALL BE BE GALVANIZED N ACCORDANCE WITH ASTM A153 "ZINC-COATING 1. FLASHING OF OPENING INTO OUTSIDE WALLSREV'
DATE DE5CRFrION By
13. THE CONTRACTOR SPALL COMPLY WITH ALL PERTINENT SLOPED APPROXIMATELY 1/4"/FT. (HOT-IOP)ON IRON AND STEEL HARDWARE". UNLESS OTHERWISE 2. SEALING AND CAULKING ALL OPENINGS
SCIONS GA THE STATE BASIC BUILDING CODE.LATEST NOTED. 3. PAINTING
C. WATER:MATER TOR MIXING AND CURING CONCRETE$HALT
EDITION,AND ALL EXISTING
REQUIREMENTS IVES AS THEY APPLY. BE FREE TROY SEWAGE.OIL.ACID.ALKAJ.AND SALTS AND D. SURFACES THAT WILL BE COVERED BY BACKFILL OR 4. CUTTING AND PATCHING
THIS PROJECT.ALL R UTNG ACTVE EWER,WATER.GAA. PALL BE FREE FROM OBJECTIONABLE QUANTITIES OF SLY. CONCRETE SNAIL BE SMOOTH SCREEDED. 6. FIELD WELDS.DRILL HOLES.SAW CUTS AND ALL DAMAGED
ELECTRIC,AND OTTER UTILITIES WHERE ENCOUNTERED N ORGANIC MATTER.AND OTHER DELETERIOUS SUBSTANCES. GALVANIZED SURFACES SHALL BE REPAIRED WITH AN ORGANIC 1.03 REQUIREMENTS OR REGULATOR AGENCIES
THE WORK.SMALL BE PROTECTED AT ALL TIMES.AND ZINC REPAIR PARR COMPLYING WITH REQUIREMENTS OF ASTM
E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED.
WHERE WORK.
S FOR THE PROPER EXECUTION 2.02 ADMIXTURES SCREEDED.FLOATED.AND ^STEEL TROWELED." HAND OR A780.GALVANIZING REPAIR PAINT SHALL HAVE 65 PERCENT ZINC A FINISH U.L. LISTED EOUVIWNT WHERE SUCH LABEL IS
OF THE WORK,PALL BE RELOCATED AS DIRECTED BY THE BY WEIGHT, ZARP BY DUNCAN GALVANIZING.GALVA BRIGHT AVAILABLE. INSTALL IN CONFORMANCE WITH U.L.STANDARDS
A CHEMICAL ADMIXTURE:ASTM C494.TYPE A- WATER POTTER-DRIVEN EQUIPMENT MAY E USED FOR RDATNGS WHICH ARCMITECT/ENGINEER. PWl BE STARTED AS SOON AS THE SCREENED SURFACE HAS GALVANIZING
ALV NI BY CROWN OR EQUAL. THICKNESS OF APPLIED WHERE APPIJCABLE. T 01/12/12 FOR DJr61RU(.TION SF
REDUCING OR TYPE D - WATER REDUCING AND RETARDING. ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS. ALL COATS UZ L REPAIR PONT SHALL BE NOT NOT LESS THAN 4
14. THE CONTRACTOR SHALL NOTIFY SPRINT'S REPRESENTATIVE EDGES MUST HAVE A 3/4"CHAMFER. CONCRETE EXPANSION COATS(ALLOW TIME RE DRY IR BETWEEN COATS)WITH 1 RESULTING B. INSTALL NCE ANTENNA,ANTENNA CABLES,GROUNDING NC SYSTEM N 1 I2/04/11 D FGM)RFVE1 DB
WHERE N CONFLICT OCCURS ON ANY OF THE CONTRACT TRA CURING COMPOUND:ASTM 0309.7YPE1.CURS 8: ANCHORS AND EPDXY ANCHORS SHALL E INSTALLED IN COATING THICKNESS REQUIRED BY ASTM A123 OR A153 AS ACCORDANCE WITH ANDREDRAWINGS AND SPECIFICATION OF A EFFECT AT
OR CONSTR.THE Y PORTION
IS NOT TO ORDER MATERIAL TRANSLUCENT. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS,SPECIAL ADS ' PROJECT G LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL
0R CONSTRUCT ANY PORION OF THE WORK THAT IS IN INSPECTIONS,REQUIRED BY GOVERNING CODES.SHALL E BUILDING CODES.AND SPECIAL CODES RAVING INCLUDES
BUT
OVER SITE NUMBER:
CONFLICT ATIV THE CONFLICT IS RESOLVED BY SPRINT'S 2.04 ACCESSORIES 9. CONTRACTOR SARA COMPLY WITH AWS COLE FOR NOT
PORTIONSTHE
OF WORK. THIS WORK WCLULES BUT IS 2 ww 2rX2�7
REPRESENTATIVE. PERFORMED N ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM PROCEDURE$,APPEARANCE AND QUALITY OF WELDS.AND FOR NOT UYITEO TO TIE FOLLOWING: BSL3XCYLL
A NONSIINK GROUT:PREMIXED COMPOUND CONSISTING OF ALLOWABLE LOADS. MANUFACTURER'S MINIMUM CONCRETE EDGE METHODS USED IN CORRECTING WELDING.ALL WELDERS AND
15. THE CONTRACTOR SMALL VERIFY ALL DIMENSIONS. NONMETALLIC AGGREGATE.CEMENT.WATER REDUCING AND DISTANCE SHALL BE MAINTAINED DURING INSTALLATION. WELDING PROCESSES SMALL BE QUALIFIED N ACCORDANCE WITH 1. EIA/IA- ELECTRONIC INDUSTRIES ASSOCIATION RS SITE NAME:
ELEVATIONS.PROPERTY LINEA.ETC.ON THE JOB. PLASTICIZING AGENTS:CAPABLE OF DEVELOPING MINIMUM AWS 7.05 PATCHING SHALL TANDARD DONE QUALIFICATION
ALIIFIE OON PRCEDURES%ALL WELDING - 222.STRUCTURAL AND WELDING SHALL AND ANTENNA SUPPORTING RDS FOR STEEL ANTENNA TOWERS
COMPRESSIVE STRENGTH OF 7.000 PSI IN 26 DAYS. SBA TOWER
16. THE CONTRACTOR SMAS NOTIFY THE RF ENGINEER FOR THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY CONFORM TO AISC AND Om.WHERE FILLET WELD SIZES ARE NOT
ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA 8. JOINT FILLER: BITUMINOUS TYPE.ASTM 01751 OR SHOWN.PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE 2. FAA- FEDERAL AVIATION ADMINISTRATION ADVISORY
INSTALLATION)PRIOR TO CONDUCTING SITE SWEEPING. NON-BITUMINOUS TYPE ASTM 01752. UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE AISC ANNUAL OF STEEL CONSTRUCTION". 13TH EDITION. CIRCULAR AC 70/7460-IH,OBSTRUCTION MAKING AND LIGHTING.
CONDITIONS, IMPERFECTIONS SMALL BE PATCHED ACCORDING TO SITE ADDRESS:
17. THE GENERAL CONTRACTOR SHALL IN ALL INSTANCES C. ANCHOR BOLTS:ASTM A307, UNPRIMED. THE ENGINEERS DIRECTION. 10. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE 3. FCC - FEDERAL COMMUNICATIONS COMMISSION
CONFORM TO THE SPECIFICATIONS 1AAUE0 BY SPRINT. M15FITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL RULES AND REGULATIONS FORM 715.OBSTRUCTION MATING AND 300 CHESTNUT STREET.
205 CONCRETE MIX 3.06 DEFECTIVE CONCRETE E REPORTED TO THE CONSTRUCTION MANAGER PRIOR TO LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES AND FORM NORTH ANDOVER. MA 01845
THE CONTRACTOR SMALL MODIFY OR REPLACE CONCRETE NOT REMEDIAL OR CORRECTIVE ACTION.ANY SUCH ACTION SHALL 715A HIGH INTENSITY OBSTRUCTION LIGHTING SPECIFICATIONS FOR
18. PROVIDE CORE ORN..LNG AS NECESSARY FOR PENETRATIONS A CONCRETE SMALL E PROPORTIONED PER REQUREYENTS OF REQUIRE CONSTRUCTION MANAGER APPROVAL. ANTENNA STRUCTURES.
ACI 301 &SPRINT CONS
OR RISERS THROUGH THE BUILDING. 00 NOT PENETRATE CONSTRUCTION SPECIFICATIONS FOR DESIGN CONFORMING TO REQUIRED LEVELS AND LINES.DETAILS.AND
STRUCTURAL MEMBERS WITHOUT STRUCTURAL ENGINEER'S STRENGTH h WORKABNTY. CONCRETE SMALL BE DELIVERED ELEVATIONS AS SPECIFIED N ACI 301. 11. LJPISTRIJiS ANLL BE FORMED STEEL CHANNEL STRUT 4, NEC - NATIONAL ELECTRICAL CODE SMUT ITE
APPROVAL. SLEEVES ANO/OR PENETRATIONS N FIRE RATED WIII/N 45 MIMES OF ADDITION OF WATER TO MIX. FRAMIING AS MANUFACTURED BY E.All OR
3.07 PROTECTION EQUAL.STRUT MEMBERS SMALL BE /8.1155/8-022GIL 5. UL - UNDERWRITER'S LABORATORIES APPROVED
CONSTRUCTION SMALL BE PACKED WITH FRE RATED B. THE FOLLOWING STRENGTHS SHALL BE USED, UNLESS OTHERWISE NOTED,AND SMALL BE HOT-GIP GALVANIZED ELECTRICAL PRODUCTS.
MATERIAL WHICH SMALL MAINTAIN THE FIRE RATING OF THE 1 FENCE POST FOUNDATIONS - DESIGN COMPRESSIVE AFTER FABRICATION FOR EXTERNAL USE APPLICATIONS. GENERAL NOTES
STRUCTURE. FILL FOR FLOOR PENETRATIONS SMALL A IMMEDIATELY AFTER PLACEMENT.THE CONTRACTOR SMALL
STRENGTH AT 28 OAK OF FOUNDATION
PSI. 8. IN ALL CASES.PART 77 OF THE FM RULES AND
PREVENT PASSAGE OF WATER,AYOIUE FIRE AND AYES.ALL 2, EQUIPMENT FWNDATION - DESIGN COMPRESSIVE PROTECT THE CONCRETE FROM PREMATURE DRYING. 12. UNIT$$OTHERWISE NOTED, EPDXY ANCHOR ASSEMBLY PORTA 17 AND TT OF THE FCC RULER ARE APPLICABLE AND IN
MATERIAL SMALL E UL APPROVED FOR THIS PURPOSE. STRENGTH OF 3,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED. EXCESSIVELY NOT OR COLD TEMPERATURES.AND MECHANICAL SHALL CONSIST OF 1/2"DIAMETER STAINLESS STEEL ANCHOR THE EVENT OF CONFLICT.SUPERSEDE ANY OTHER STANDARDS OR
INJURY. FINISHED WORK SHALL BE PROTECTED.
(CONTRACTOR FURNISH 4.000 PSI CONCRETE). ROD WITH NUTS 4t WASHERS.AN INTERNALLY THREADED INSERT. SPECIFICATIONS.
3.FOUNDATION SMALLCONCRETE
STRENGTH,000 PSI YORE TNN TIME TOWER B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE A SCR EN TUBE AND BE THEA KEPDXY ADHESIVE.MTHE OR KY-150
4[ET Kum
RECOMMENDATIONS, 4.000 PSI MINIMUM. LOSS ATR CONSTANT TEMPERATURE FOR PERIOD SYSTEMA(AS SPECIFIED ON DWG.)OR ENGINEERS APPROVED
NECESSARY FOR FOR HYDRATION
DRATON OF CEMENT AND HARDENING DA
CONCRETE. EQUAL WAIN 4-1/4"YIN, EMBEDMENT DEPTH.
C. ALL CONCRETE SMALL BE WATER CURED PER ACCEPTABLE BE INFORMEDD EXISTING
FIELD CONDITION.ENINEER MUST GN - 1
PRACTICES SPECIFIED BY ACI CODE. SUBCONTRACTOR TO VERIFY EXISTING DIMENSIONS PRIOR TO
STEEL FABRICATION.
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NORTH SCALE: 1--50'-0' c-, 280'
ALPHA 210' C— 1
SECTOR �M►
SECTOR
NOTES: STRUCTURAL NOTE: TOP of TOWER
ELEV. 15TOWER (ACL) Sprint*>
1) VERIFY EXACT ANTENNA MODEL & G.C. TO REFER TO SPECIAL
AZIMUTHS WITH RF ENGINEER PRIOR I INTERNATIONAL BLVD.SURE 800
To INSTALLATION. INSTALLATION REQUIREMENTS AND/OR
M .NJ 7495
TEL(800)357-7641
2) REMOVE EXISTING GPS ANTENNA MODIFICATIONS RECOMMENDED IN
AND REPLACE WITH NEW GPS ANTENN&I STRUCTURAL ANALYSIS REPORT
PREPARED BY FDH ENGINEERING, INC.
DATED: 11-30-11 S BA
F of 1>aOPpSEO ANTENNAS
�LEV 130.4'-0't (AOL) EXISTING EMPTY PIPE MAST
SBA COMMUNICATIOCORP.
5900 BROKEN SOUND`PARKWAY TEL:(561)2269523
PROPOSED 19001MS IM L.BOCA RATON,FL 33487-2797 FAX:(5611226-3572
1 MOUNTED BEHIND PROPOSED
S-1 ANTENNA(7YP.OF 1 PER
SECTOR,TOTAL OF 3)
PROPOSED ANTENNA
MO NTE Hudson D.
w-3 TO EX AMENIA MOUNTED Design Groupuc
ro EXISTING PIPE MOUNT
(ITP.OF 1 PER
SECTOR,TOTAL OF 3) EXISTING ANTENNAS
r\ (BY OTHERS) (TYP.)
ePROPOSED BIXNMs RRH 16000SGOOD STREET
MOUNTED BENNNO PROPOSED I BUILDING 20 NORTH.SUITE 2-101 TEL(97815575553
AMENIA VVP OF 1 PER N.Ah DOVER.MA 01845 FAX 197813365586
SECTOR.TOTAL OF 3)
EXISTING EQUIPMENT EXISTING ACCESS �N of SS9C'
ON CONCRETE PAD
EXISTING GUY TARES .�
(TMP_) = ANIEL P. GJ,
i I
M
CI01
EXISTING EXISTING GUYED �/ I 0.4 7 0
EQUIPMENT TOWER _
SHELTERCIST ERF-
ONAL
1 I
EXISTING CSC CABINET
EXISTING CHAIN LINK
FENCE(TMP.)
I
EXISTING METER BANK
� I 2
-t CHECKED BY: JX
E-1 ED EXISTING PPC AND
TELCO CABINET
I EXISTING GUYED APPROVED BY; WH
--- EXISTING TRANSFORMER TOWER
I SUBMITTALS
REV.1 DATE I ifEscxlvnal to
I I I
I I
I a•-D•r
EXISTING I I I PROPOSED 9927'9928 1
EQUIPMENT
REPLACE
CABINET TO e
SHELTER I 1 aEPLAtEcrleiETT�NN00 A-3
I ICELL a PROPOSED HMWLEX CABLES TO
I I FOLLOW EXISTING COAX FROM
My PROPOSED ANTENNAS TO EMST1NN1 I 11/01/11 FOR C FOR REVE�I OB
2 01/12112 FOR WNSIRIICIIOR SF
EXISTING ICE BRIDGE (TMP.) PROPOSED BATTERY CABNT. e EOUIPMEM
I I TO REPLACE EXISTNG BATTEM My
PO N� CABINET(IMP.OF 2J
a � W
A-3
EXISTING COAX FROM
TO I I PROPOSED 9927/9928 SITE NUMBER:
EXISTING EOIAPNEM I I EXISTING SPRINT eEOupYEM CABINET BS23XC422
I I EQUIPMENT FRAME A_y TO REPLACE EXMT94
ePROPOSED FSR OISFR18YT10N I I UNDER ICE SHIELD MOO CELL CABINET SITE NAME:
LAk8
BOX MOU IM TO ICE BROGE I « 1
I p I D2PROPOSEO GOTIM CABINETS EXISTING ICE BRIDGE (TMP.) I SBA TOWER
o I NM3 TO REPLACE EXISTING BATTERY
CABINET(M.or 2) EXISTING METER BANK
SITE ADDRESS:
300 CHESTNUT STREET.
138 EXISTING CHAIN LINK NORTH ANDOVER, MA 01845
FENCE (TMP.)
9E0 XIIE
EXISTING SPRINT
COMPOUND PLAN1 GRAPHIC SCALE EQUIPMENT FRAME a pill]
SCALE: 3/16'.1•-0' A-1 0 T-a' 5'-4' IG-a' HF-0' UNDER ICE SHIELD d F COMPOUND PLAN
k
AND ELEVATION
EAST ELEVATION GRAPHIC SCALE
0 4•-0" 8'-0' 16'-0' 21'-C
SCALE: 1/8'•1•-O' A-1 sw MMNR
A- 1
NOTE:
1.PROPOSED ANTENNAS TO BE MOVED Sprint'
FROM TEMPORARY LOCATION TO vMON 11^
FINAL LOCATION AFTER EXISTING
ANTENNAS ARE OFFLINE & REMOVED. 1 INTERNATIONAL BLVD,SUITE 800
MAHWAH,NJ 07495
TEL(800)357-7641
2.PROPOSED TEMPORARY PIPES SHALL
BE REMOVED AFTER ANTENNAS ARE
MOVED TO FINAL LOCATION. EXISTING EMPTY PIPE MAST
EXISTING CDMA ANTENNAS TO BE EXISTING CDMA ANTENNAS TO BE
REMOVED AND REPLACED WITH REMOVED AND REPLACED WITH
PROPOSED PANEL ANTENNA PROPOSED PANEL ANTENNA
SBA COMMUNICATIONS CORP.
C-+ A-2 5900 BROKEN TEL:(561)226-9523
BOCA RATON.FL 33Q7-2797
PARKWAY77FAX(561)226-3572
MOUNTED
RIRI e
PROPOSED Ow/1900111M
a MOUNTED�wMD S-1
PANEL ANTENNA MOUNTED ro ALP (SiAC1NED, Hudson
PROPOSED eoo/howls NEW TEMPORARY PfPE M S-' GAMMA SECTOR Design GroupLe
PANEL AMIEINA MOUNTED TO SECTOR �� (am/low)
A-s MM TEMPORARY PIPE MAST PROPOSED 80wIr t (800/1900) 80'
EXISTING EXISTING IIOOINt NN 1glMITED 1 2W EXISTING
GUYED 1 PROPOSED OOOINi! 1900" GUYED 1EIIPp1AftY�� S-+ GUYED �- 1600 OSGOOD STREET
RRN MOUNTED TEMPORARILY TOWER ANTENNA(STACNED) C-2 TOWER BUILDING 20 NORTH.SUtTE2-101 TEL 19781557-3553
TOWER $-1 RRH MMID ANTED T MPGR(STACILY PSD A-1 PROPOSED N.ANDOVER,MAO 845 FAX:197813365586
S' aw/'mams !oo/1900MMT
I ANTENNAPANEL PANEL ANTENNAMOUNTED +
EXISTING PIPE MAST EMOUNTED% S-' OF 41q
EXISTING CDMA EXISTING CDMA EXISTING CDMA EXISTING COMA MAST
ANTENNAS TO ANTENNAS TO ANTENNAS TO ANTENNAS TO t tP PROPOSED 9001111111
�
BE REMOVED BE REMOVED BE REMOVED BE REMOVED MOUNTED BEHIND ANIEL P.
e -7
AND REPLACED AND REPLACED AND REPLACED AND REPLACED A-] B-2 GLP
WITH PROPOSED WITH PROPOSED WITH PROPOSED WITH PROPOSED ANTENNA(STACKED) EXISTING EMPTY
PANEL ANTENNA PANEL ANTENNA PANEL ANTENNA PANEL ANTENNA BETAPIPE MAST M
ej PROPOSED am/900042 B-1 SECTOR C
1PROPOSED�= y�N PANEL ANTENNA MOUN7E0 SECTOR
RRH MOUNTED TEMPORARILY S-+ To EXISTING PPE MAST (eOE;�) I o.4 7 0
S-' DUMD ANTENNA(STACKED)
e
PANELPROPOSM
NT w10A MOUNTED TO
o FFG/STEF �
A-] IIEN TEMPORARY PIPE MAST
ss ss' s8• SS/ANAL '\
� m x
EXISTING ANTENNA PLAN 1 �ji� INTERMEDIATE ANTENNA PLAN jib FINAL ANTENNA PLAN ]
SCALE: N.T.S. A-2 SCALE:N.T.S. A-2 SCALE: N.T.S. A-2
(•) — CONTRACTOR TO FIELD VERIFY ALL
CABLE/JUMPER LENGTHS AGAINST CURRENT BOM
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA CHECKED BY: JX
STATUS (MHz) MAKE MODEL EXISTING PROPOSED DOWN TILT DOWN TILT (A.G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR
T 6u+laFvocil LENGTH (") SIZE (IN) LENGTH (FT)(•)
MAKE MODEL LENGTH (FT) CODING APPROVED By- DPH
APXVSPP78—C 0' —8' 800MHz 1 1/2 MAX 10' RFS LCF 1/2" N/A N/A G YG
A-1 PROPOSED 800/1900 RFS —A20 60' 80' 0, —3, 130.4' 190,± 1900MHz 1 1 2 MAX 10' LCF 1 2 N A N A G YR
� SUBMITTALS
J _ _ — _ _ _ _ — — — — — — — — — — — — REv. DATE DESCRIPTION 8T
QA-2 — — — — — — — — — — — — — — — — — —
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA 2 01 12/12 FOR CONSTRICTION SF
STATUS (MHz) MAKE MODEL EXISTING DOWN TILT DOWN TILT (A,G,L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR 1 12/01/11 MO FOR KM DB
PROPOSED MAKE MODEL LENGTH FT CODING
Lra,Faoev�) LENGTH (•) SIZE (IN) LENGTH (FT)(-) ( )
P40-16-XLPP 0' -3' t90f 8OOMHz 1 1/2 MAX 10' RFS LCF 1/2` N/A N/A G G YG SITE NUMBER:
B-1 PROPOSED 800/1900 RFS —RR—A 190' 210 0, 0 130.4' 190OMHz t 1/2 MAX 10 LCF 1/2- N/A N/A G G YR
22
— — — — — — — — — — — — — — — — — — — B SITE NAME
w
M SBA TOWER
SITE ADDRESS:
300 CHESTNUT STREET.
NORTH ANDOVER. MA 01845
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENTER HYBRIFLEX RRH MODEL TOP COAX TOP COAX TOP COAX TOP COAX COMBINER COMBINER ANTENNA
STATUS (MHz) MAKE MODEL EXISTING DOWN TILT DOWN TILT (A,G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPER JUMPER JUMPER COLOR
Due eel PROPOSED— — — — LENGTH (•) — SIZE (IN) LENGTH (FT)(*) MAKE MODEL — LENGTH (FT) CODING �'°1M
C-1 — — — — ANTENNA SCENARIO
& RF SCH
SCHEDULE
SYSTEM
�Q APXVSPPIB—C 0 —8 80OMHz 1 1/2 MAX 10' RFS LCF 1/2" N A N A G G G YG
v C-2 PROPOSED 800/1900 RFS 280' 280' 130.4' 190'1 9rtE1 MA6BN
—A20 0 —3' 1 OOMH 1 1 2 MAX 10 LCF 1 2 N A N A G G G YR
A-2
Sprint'
VWMI
1 INTERNATIONAL BLVD,SURE 800
MAHWAH'NJ 07495
TEL:1800)357-7641
E-_ 5T.Z5' EST. 13.5'
S BA
SBA COMMUNICATIONS CORP.
5900 BROKEN SOUND PARKWAY TEL:(5611 22b9523
1390 LBS FIBER DISTRIBUTION BOX BOCA RATON,FL 33487-2797 FAX:(561)226-3172
ESTIMATED MAX. SPECIFICATIONS
60ECv2 CABINET HEIGHT 45"
SPECIFICATIONS WIDTH 36" Hudson
HEIGHT 60" DEPTH 14_ Design GrouPLLC
$
WIDTH 31
1600 OSGOOD STREET
DEPTH 30• NUANIDO RN MA 01845E 2-101 'M:1
9ORTH 78))557-55531
3365586
EXISTING CONCRETE PAD,
WEIGHT 1625 LBS. STEEL FRAME,OR ROOFTOP
32" 6" 35.5"
OF *SSq�ti
LEFT SIDE VIEW FRONT VIEW
ANIEL P. GJ,
m
NOTE: NOTE:
EOUIPMENT SHALL BE ANCHORED PER EQUIPMENT SHALL BE ANCHORED PER NOTE:
MANUFACTURERS SPECIFICATIONS. MANUFACTURERS SPECIFICATIONS. EQUIPMENT SHALL BE ANCHORED PER
MANUFACTURERS SPECInCATIONS. o.4 7 0
ALCATEL-LUCENT 9928 OUTDOOR CABINET 1 60ECv2 BATTERY BACK-UP CABINET FIBER DISTRIBUTION BOX �� pFG/STER�_�((
SCALE: N.T.S. A-3 SCALE: N.T.S. ONAL
SPRINT VISION ANTENNA
FOIL SHIELD ECKEO BY- JX
CH
DOWN-IMT ANTENNA MOUNT
(MODEL /APM40-2)
DRAIN WIRE APPROVED BY: DPH
POWER CABLES SUBMITTALS
EXISTING PPE MAST REV. DIVE OESDWFION BY
FIBER OPTIC CABLE
4UV/POLYETHYLENE
ALARM CABLE EXTERNAL JACKET
ALUMINUM OC
PCTEL GPS ANTENNA MODEL:
GPS-TMG-HR-26N
(314+3.2b) INNER SHHEEAATH 2 O1 12 12 FOR CO EMUCIIOR SF
MULTIMODAL ANTENNA
SPECIFICATIONS DRAIN WARE 1 12/04/11 65UE0 FOR REVEL OB
APXVSPPl8 P40-16— PIPE SUPPORT
MODEL —C—A20 XLPP—RR—A POWER CABIC-ABLE
SITE NUMBER:
HEIGHT FIBER OPTIC WHITE DASHED BS23XC422
75.2" 54" ON
AMM CABLOUTERP SHEA SITE NAME:
WIDTH 13.8" 20" OVER DRAIN WIREA WDEPTH7.95" 6.5" CLEAR HYLAA.UMNW OC W/POLYETHYLENE SITE ADDRESS:
WEIGHT W/0 EXTERNAL JACKET
MOUNTING 571bs 531bs OIL SL300 CHESTNUT STREET.
HARDWARE NORTH ANDOVER, MA 01845
MULTIMODAL ANTENNA DETAIL GPS ANTENNA DETAIL �� HYBRIFLEX CABLE DETAIL �� SHM MU
SCALE: N.T.S. A-J SCALE: N.T.S. A-3 SCALE:N.T.S. A-3
DETAILS
sw Mahn
A-3
800 and Single 1900 RRH pair with Single 800/1900 Radorne Antenna(800 Hosting 1900 RET) Sprint*
v sY..Be9
1 INTERNATIONAL BLVD,SURE 800
Power Feetl Polarity(BattD,ftery) MAH WAH.NJ 07495
Antennas 800 Antennas 1900 Black=-49VDC Fe= (Battery) TEL:(8001357 76x1
i Black1white Stripe=Return
NOTE:For power feed use the same
Hybrinex OEM color designator as
be fiber.
(0)MM Pair1=F1=Green= (Blue)n) SBA pD��
(�MM Pair 2=F2=Blue=P2(Blue)
800 and 1900 Antennas in a Single Radorne [00 MM Pair 3=F3=Red=P3(Red)
O 11 O 0 Ad 0 O Y O (Y)MM Pair 4=F4=Yellow=P4(Yellow)
RET/ I RET/ RET/ O MM Pair 5-F5=Oran NO PS
a45 A -45 b5 -05 "45 A () 9e=
War faed>
OEM COLOR CODE 59A COMMUNICATIONS CORP.
CM HYBRIFLEX 5900 BROKEN SOUND PARKWAY TEL:(561)2269523
SOCA RATON.FL 33487-2797 FAX:1561 i 2263572
NOTE:
ALL FEEDS ARESACK UNLESS
OTHERWISENOTERWISE NOTED.
Hudson
a o a o I �a —i Design Gr0UPLLC
CDMA 1900 RRH 1 of LTE 1900 RRH 2 of
CDMA 600 RRH PAIR I PAIR COLOR NEY CHART
xw�zm® 0 GREEN 16000SGOODSTREET
ex"«.wcs I ew�.<w+cs Y SOW BUILDING 20 NORTH,SURE 2-101 TER:(978)557-5553
9r R & Y Y & R _B• _Br R 6 B W GLUE N.ANDOVER,MA 01845 FAX:(978(33b5586
P PURPLE
R REO
n O cm IrMNidual CPRI dalaLchalnO Dual RRH CPRI•� nAhmm Jumper/ G BROWN
K i daisy chain Alarm Cap OF I*S
I shared DC Power
� ANIEL P. G�
_ M �=+
Q Fiber F1 Fiber F3 C�
Power Pt Power-41111, P3
Faber F2 Unused) NOTE:All ennead power and fiber o-4 7 0
Power P2 loused) property and t�
Faber FS Unfused) weatne o ,rFCISTE
�sSIONAL3\
0 Sectort(Alpha)Cable
Y 0900 Mhi#1
Hybrillex XX NN (0)OEM Fiber F 1 8 Power P 1
XX=Sector Number NO
Fiber F 2 8 Power P 2
NN=HybrifIs.Run Number Y/pR1900Mta#1
to Cable Distribution Sox DQOEM Fiber F3 8 Power P3
Y P1600Mb #1
(M OEM Fiber F49 Power P4
Hybrl#ex Sector Numbering (0)OEM Fiber FS
DefiAlpha-on: HYBRIFLEX COLOR CODE
Alpha=ort: x 17
Beta=Hybdfiex 21 LEGEND FORTHIS SCENARIO
Gamma=Hybriflex 31
CHECKED BY: JX
COLOR KEY CHART
G GREEN
Y YELLOW APPRIXI)BY: OPFe
BBLlrt
P PURPLE
0 ORANGE SUBMITTALS
Y MAGONTA NEV. DAZE D mwnON 8T
2101/12/121FOR COKSIRII O I$F
O O #E$ 1 12/04/11 ISSUED FOR REVEL �
DC BREAKER STRIP SITE NUMBER:
UPPER BLOCK LOWER BLOCK cm A - 800 a
BS23XC422
s C. L UNUSED
A c p P 1900 " SITE NAME:
D o®
P M „ 'o d& A ,BDD SBA TOWER
1j6 H A ,. 66 Ei6r A ;:li6 c0.
B
E -,
m Car T SITE ADDRESS:
B A 300 CHESTNUT STREET.
6 A T aEj� ®o a 00 caz Px
A C® NORTH ANDOVER, MA 01845
�° A a® �" b� v c� A
M
m c� M SW 1111.E
c® A P4
FIBER CABINET &
-48VDC ANTENNA WIRING
DI S1RI BUIL O N CABINET DIAGRAM
SHM SAM
CABINET&ANTENNA WIRING DIAGRAM
SCALE:N.T.S. A-4 A-4
STRUCTURAL NOTE: PROPOSED BDD/1900MNZ PANEL a '1.�,t
ANTENNA ON E305TNC PPE MONT S p r i n t'
(TVP- 1 PER SECTOR,TOTAL OF 3)
vmQ.1
G.C. TO REFER TO SPECIAL PROPOSED DORM-TILT I INTERNATIONAL BL VD,SURE 800
ANTENNA INSTALLATION REQUIREMENTS AND/OR JAwio-2) TEL";WO;35;°7�5
MODIFICATIONS RECOMMENDED IN
STRUCTURAL ANALYSIS REPORT
PREPARED BY FDH ENGINEERING, INC. PROPOSED 190EiNA, N EXFS""0�'aN0 e
PROPOSED ANTENNA,ON EXISTING PPE YASf
DATED: 11-30-11 CM.OF 1 PER SECTOR.TOTAL OF 3) s-1 '} SBA
SBA COMMUNICARONS CORP.
5900 BROKEN SOUNDPARKWAY TEL(561)226-9523
BOCA RATON,FL 33487-2797 FAX:(561)226J572
m O
® Hudson
EXISTING ETINGST ® Design Group,rc±*D
S-1 n
O1
1600 OSGOOD STREET
BUILDING20NORTH.SURE2-101 TEL:(9781557-5553
mN.ANDOVER,MA 01845 FAX:(9781336-5586
PROPOSED BODMNX RM
MOANED BEIIFNo 2"\
BOTTOM VIEW Q�-�N �F `SS9
PROPOSED ANTENNA ON EIDSTNG PPE MASST S-1
OVID.OF i PER SECTOR, TOTAL OF 3) FD-RRH-2x50-800 2 ANIEL P. GJ,
SCALE: N.T.S. s-+ M
cl 01
o.4 7 0
"p, ST ';3
SECTION A-A o�Ss/ANAL '
PROPOSED 1900MM RM MOUNTED BENaNO 2 �r �•- •w-- '
PROPOSED ANTENNA ON EXISTING PPE MAST S-1
(M.OF 1 PER SECTOR,TOTAL OF 3)
EXISTING PIPE MAST
PROPOSED!00/1900MIi PANEL
ANTENNA ON EXISTING PPE MOUNT A-3 ,
(TVP.OF 1 PER SECTOR. TOTAL OF 3) e
v CHECKED EIY: JX
n
EXISTING ANTENNA FRAME EXISTING EMPTY -
PIPE MAST APPROVED BY: DPH
SUBMITTALS
... FIEV.1 DATE I DESCRPFION By
A-A FRONT aSIQE
S-1
FD-RRH-4x40-1900 3
SCALE:N.T.S. s-1 _L 01/12/12 FOR CONSiRI1CIlU1 $
1 12/04/11 6SVfD FOR REVE1 OB
SITE NUMBER:
BS23XC422
SITE NAME:
--- ------�PROPOSED BOOMH& RRA+MO D BEMIN 2 am SBA TOWER
PROPOSED ANENNA ON EXISTING PPE MAST S-1 1.CONTRACfpt TO ENSURE NMT RRN MOUNTING
(TVP.OF I PER SECTOR TOTAL OF 3) DOES NOT INTERFERE—CUMBNO
AADOEeA�E05 CASE TRAY OR ANTENw SITE ADDRESS:
300 CHESTNUT STREET.
2.CONTRACTOR TO VERIFY IN FIELD DISTANCE NORTH ANDOVER, MA 01845
BETNEEN EXISTING CONNECTIONS FOR THE
ROUGH
SPACE TO MOUNT PROP09E0 RRIIS BEIEN SHIM mu
THE ANTENM FRMS.
RRH MOUNTING DETAIL s-IM PLACEMENT FOR REFERENCE ONLY. STRUCTURAL
SCALE:N.T.S. S-+ %NTRACTOR TO VERIFY N FIELD SIZE OF ' LPRPLACEOPOSED ANTENNA PL EMENT. DETAILS
EMSONO MOUNTING PPE TO BE 2.SCK 40.
7'-6'LONG MINIUM. 4.VERIFY EXACT RW MODEL N11N RF ENGINEER
PRIOR TO WWALNRON.
2.CONTFUCTOR TO VERIFY IN FELO SIZE OF
EXISTING ANTENNA MANE PIPES FOR RAN S.PROPOSED EOUPMENT TO BE MOUNTED PER 9ED MANNA
MOUNTING 1MMiACTVRERS SPECIFICATIONS.
S- 1
— — — — — — — — — — — — — :=s
>CABLE JUMPERS(„h,) FI EGTRICAL NOTES Sprint'
vMmll
1)ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF I INTERNATIONAL BLVD,SURE 800
PROPOSED — — — — — — — IV OC/FIBER PAR(TYP.) 749
AND LOCAL CODESTHE NXTIONAL . CODE (NEC)AS WELL AS APPLICABLE STATE TEL."��j 357Di6415
MULTINODE
ANTENNA 2) THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUIT
ROUTING WITH LOCAL UTILITY COMPANIES AND SPRINT CONSTRUCTION
MANAGER.
19W8
MKz 00
YHr HYBROUX CABLE CROUNONC KIT 3)ALL CONDUITS ROUTED BELOW GRADE sAa TRANSITION TO D SBA 03RRH RRH PE�EOF (3) GROUNING DKITS D GALVANIZED ELBOWWS WITH GALVAUZED STEEL CONDUIT ABOVE
GRADE.
(3) 1-1/4'Hv%WLEX CABLES 4)ALL METAL CONDUITS SHALL BE PRONGED WITH GROUNDING BLA(ING&
I 5)GENERAL CONTRACTOR SHALL PROVIDE ALL DIRECT BURIED CONOUITS SBA COMMUNICATIONS CORP.
WITH PLASTIC WARHING TAPE IDENTIFYING CONTENTS. TAPE COLORS SHALL 5900 BROKEN SOUND PARKWAY TEL(561)226-9523
I I I I BE ORANGE FOR TELEPHONE AND RED FOR ELECTRIC. BOCA RATON,FL 33487-2797 FAX4561 1
226-3572
6)ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED-0
I PROCURED PER SPECIFICATION REQUIREMENTS.
T) THE ELECTRICLL WORK INCLUDES ALL LABOR AND MATERIALS Hudson
L TO ADOTIONAL SECTORS WORK ToOESCMOBY PROMOE�PLE�OPERATING AND APPROVED ELSPECIFICATIONS INCLUDING ILECCTTRICAL ±*D
L — — — — — — r y.�EM• Design GroupLLc®
(2) 12 INSULATED GROUND CONDUCTOR I I 8)GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS
(TW. OF ALL CONNECTIONS BETWEEN • RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF 16M 05GOOD STREET
ANTENNAS. RAIN,k COMBINER TO AGB) ANTENNA GROUND BAR NSPECTKINNS• BUILDING 20 NORTH,SURE 2-101 TEL 1978)557-5553
(AGB) 9) ELECTRICAL IND TELCO WIRING OUTSCE A BUILDING ANO EXPOSED TO N.ANDOVER,MA 01845 'A.:19
AX:1978f 3365586
WEATHER SHW.L BE IN WATER TIGHT GALVANIZED RICK)STEEL CONDUITS
PROPOSED FIBER OR SCREDULE RD PVC AS PERMITTED BY CODE)AND WHERE REQUIRED
12 SOLID TINNED COPPER INTEGRAL GROUND DISTRIBUTION BOX IN LIOUID TIOHT FI.EXrOL METAL OR NONMETALLIC CONDUITS. ``,, OF A
MAIN IE PPCICAL INETPANEOR TOGROUND
MGB WIRE FROM AGB ( / EECONDUCTOR WITH 2 10) BURIED CONDUIT SHALL BE SCHEDULE 40 PVC.
PROPOSED ,OOA/2P I — — — — — — 11) ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHIW.THINN. OR � ANIEL P, GJ,
BREAKER N EXISTING PANEL I r (3) 1.5'FLEX CONDUITS FOR TRIM INSULATION. M L
FLOWER. FIBER,AND ALARM 12) RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL "I
DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS CI
AC LOAD I ION NSTALLOPAWINIGL ATION UTILITY FULL LENGTH PULL ROPE. cooaOlw 0.4 7 O
FROM POWER SOURCE CENTER
POWER I I DEMAR ATIONNN�POIMN�OR
CABLEBETWEEN
CELL SITE TELCO SET AND 0 ,�FG/STEL-�
PROPOSED PROPOSED PROPOSED BTS CABINET AS INDICATED ON THIS DRAWING PROVIDE FULL LENGTH
FIBER I I CUMABIN�Et GABOU RRET CABINET PULL ROPE N INSTALLED TELCO CONDUIT. PROVIDE GREENL.EE CONDUIT 'SS/DIAL '
FROM TELCO DEMARCATION TELCO COMPARTMENT MEASURING TAPE AT EACH END.
I r- — — — — — — 1OINEERBS ABOVE
GROUND
PORTION OF PPC SHALL BE ROD CONDUIT. BTS AND PROJECT
CONTRACTOR(ELECTMM)TO VERIFY N THE I I I — — — - I
FIELD THAT THE CABLING;SERVICING THE (3) 12,(1) 18 GROUND.(1) I I r — — — — — — — — — — —1
EXISTING BTS CABINET FROM THE EXISTING I I I I r— — — — — — — —
POWER PANEL b RATED EQUAL TO OR I d'PVC CONDUIT WITH
GREATER THANTHE 12 AWG SPECIFEO FOR RIGID RISERS(BELOW GRADE)
THE PROPOSED BTS 9928 CABINET. UPGRADE OR(1) 1 I'RIGID CONDUIT
THE CABLING AND CONDUIT NF NEEDED. (ABOVE GRADE) /2 AWG BARE COPPER WIRE GROUNDING NOTES
(1)25 PAR(124 AVG)SOLO I I I I
1)ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
TINNED COPPER WIRE WITH TINNED
SPECIALL,�E, COPPER BRAIDED SHIELD AND MASTER GROUND BAR 2j ALL GROUND WIRE SHALL BE BARE COPPER/2 AWG UNLESS (�(�p BY: JX
GREY PVC LINER AND JACKET N (MGR) OTIERWISE NOTED.
C.C. TO UPGRADE THE EXISTING MULTNODE 2'CONDUIT WITH RIGID RISERS
CAST BREAKER.CONDUCTOR.AID CONDUIT 3)ALL GROUND ARES SHALL PROVIDE A STRAIGHT,DOWNWARD PATH TO
TO A TINILY NEC RATING FOR A IOD-AIF, GROUND WITH1 GRADUAL BENDS AS REQUIRED.GROUND WIRES SHALL NOT APPROVES�'
240V CIRCUIT. 12 STRANDED INSULATED - BE LOOPED OR SHARPLY BENT.
GROUND WIRE MGB TO
GROUND POINT 4)EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE MASTER SUBMITTALS
TYPICAL POWER&GROUNDING ONE LINE DIAGRAMS �� COUIPGROUND BAR(Ace)WITH L AWC INSULATED(2O STRANDED COPPER WIRE. REV DATE OESCPoPTION BY
EQUIPMENT CARNETS SHALL EACH HAVE (2)CONNECnONS
SCALE: N.T.S. 5)PROVIDE DEDICATED 12 AWC COPPER GROUND WIRE FROM EACH
16 AWG FROM ANTENNA ANTENNA MOUNTING PIPE TO ASSOCIATED AGB(TYP.)
STAINLESS STEELZ y
4 2 CABLE GROUND KKIT _A 6)ANTENNA GROUND KITS SHALL BE FUIINISINEO BY SPRIT AND
HARDWARE 0 INSTALLED BY ELECTRICAL CONTRACTOR,
GROUND BAR ON 7)CBWRONATE NEW SPRINT GROUND SYSTEM WITH E70STNG SITE 2 01/12/12 FOR OWRUCRON SF
TWO HOLE COPPER COMPRESSION TERMINAL 3/4' WALL OR ON ANTENNA GROLMD
t 12/04/11 SHED FOR REIIEW OB
GROUNDING CABLE � 0 7/t8' ° a ° (SEE NOTE /2) Y.
2 0�° ° . °® 8)GROUN01GROLKDINr.NC SHALL COMPLY WITH NEC ART. 25M ADDITIONALLY.
° ° ° ° ° ACCORDANCEBWITHH PROJECT OWNER'S AND LIGHTNING PROTECTION
STE GROUNDING STANDARDS.
GROUND BAR ° ° '0 ° ° 0 ° SITE NUMBER:
ELEVATION ' 3 ®° o o°Oii`° 1 O O O O O O O O 9)GROUND HYBRIFLEIICABLE SINEWS MINIMUM AT BOTH ENDS USING Bs23XC422
° MANUFACTURERS HYBRWIEX CABLE GROUNDING KITS. SITE NAME:
BE,. Q000000 0000 oQo
LOCK WASHER (TVP.) FLAT WASHER (TYP.) O O 1 FALL CCONNE TORSMOR 6ADWEIATEX07HE�WELHO�DON� NOT ALLCOMPROW SBA TOWER
3/8'x1-1/4'HEX BOLT BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL.
NUT (TMP.) =TEST
GROUNDING CONDUCTORS ALONG THE SHORTEST AND SITE ADDRESS:
LEGEND STRAOITEST PATH POSSIBLE.EXCEPT AS OTHERWISE INDICATED. 300 CHESTNUT STREET.
GROUND BAR GROUNDING LEADS SHOULD NEVER BE BENT AT RICHT ANGLE. ALWAYS NORTH ANDOVER. MA 01845
1- COPPER TINNED GROUND W. 1/4.4.20'. OR OTHER LENGTH AS REQUIRED, MAKE AT LEAST 12'RADIUS BENDS 05 WIRE CAN BE BENT AT 6'
HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION TWO HOLE LUG. TO BE USED WITH 14/0 RADIUS WHEN NECESSARY.BOND ANY METAL OBJECTS WITMN 6 FEET OF
EXPOSED BARE COPPER TO BE KEPT 2– INSULATORS. NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL OR 12 AWG BCW TO BLDG OR GROUND PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR
GROUNDING RING
3- 5/8'LOERS EQUAL RING A5 SHOWN 12)CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE TYPICAL POWER &
SIM Tau
TO ABSOLUTE MINIMUM, NO 4– WALL MOUNTINGUNTINGBRACKETS, NEWTON INSTRUMENT CO. CAT ND.A-6056 OR EQUAL
GROUNDING CABLE INSULATION ALLOWED WITHIN THE 5- 5/8- II.1'H.R.C.S.BOLTS NOTES. GROUNDING ONE
COMPRESSION TERMINAL (TYPICAL)
SECTION 'w-A' 1. CONTRACTOR TO UTILIZE KOPR-SHIED) (TRONAS h COMPRESSION TYPE COPPER LUGS. APPLY 0100E INHIBITING COMPOUND
NOTE: NOTES: BETTS) ON ALL LUG CONNECTIONS. TO ALL LOCATIONS
1. 'DOUBUNG UP'OR 'STACKING'OF CONNECTION IS NOT PERMITTED. I. AL BOLTS. NUTS. WASHERS AND LOCK WASHERS SHALL BE 18-8 2. ALL GROUND BARS SHALL BE GALVANIZED WITH 13)APPLY OXIDE INHIBITING COMPOUND To ALL COMPRESSION TYPE LINE DIAGRAM
2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. STAINLESS STEEL. ANTI-THEFT HARDWARE. GROUND CONNECTIONS
3. CADWELD DOWNLEAOS FROM UPPER EGB. LOWER EG13 AND MGB.
2, ALL smIIrWTA
GHARDWOND BANS SHALL BE GALVANIZED WITH ANTI–THE" TYPICAL INSTALLATION OF GROUND
TYPICAL GROUND BAR CONNECTION DETAIL 2 TYPICAL GROUND BAR DWIRE TO GROUND BAR DETAIL
SCALL: N.T.S. E-1 SCALE:N.T.S. E–I SCALE:N.T.S. E–I E- 1
1