24B_038RR 327 King St Plan Summary,n
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To: City of Northampton
From: Brian J. Allen Agent for Pocket Wireless
Re: SPMA0050 327 King Street,
SPMA0051 22 Atwood Drive,
SPMA0052 Westhampton Road, Northampton Landfill
Dear Planning board,
Pocket Wireless is looking to provide wireless phone service in and around the City of
Northampton. Below is a quick summary of our plans
• Pocket is a new provider in Northampton and as of yet we do not provide service
• It is necessary for us to have a number of Wireless sites in the City to provide
service.
• It is Pocket's desired to co locate on existing towers in an around Northampton
and to supplement that with rooftop installations. Currently we do not have plans
to build additional towers in Northampton.
• Pocket typically flush mounts its antennas directly to the towers as opposed to
using triangular boom mounts, this minimalistic approach allows more carriers to
use existing towers
• The attached maps show our current plan of sites in and around the City of
Northampton. It is our hope that we would be able to lease these facilities as well
as obtain the necessary permits to install our equipment. Currently these are the
only sites that are proposed for the area, we anticipate having acceptable coverage
with the sites depicted.
• We look forward to providing excellent coverage and customer service all who
live, ,work and travel through the City of Northampton.
For the purpose of this application we have provided the following:
• A letter from CSquared Systems regarding our licenses and our compliance with
FCC regulations as requested in section 350- 10.9.C.4
• Coverage Maps and network Maps as requested
• Plans of the proposed modifications to the existing towers
Baia ~ J Allen
KJK fireless
Agent for Pocket Wireless
3 Brookside Drive
Sutton, MA 01590
508.868.0927
briars cr,kjkwireless.coin
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File # MP-2009-0033
APPLICANTlCONTACTPERSON KJK WIRELESS
ADDRESS/PHONE 127 RIDGE RD {G03) $21-IS11 {}
PROPERTY LOCATION 327 KING
MAP 24B PARCEL 038 000 ZONE
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THIS SECTION FOR OFFICIAL USE ONLY:~1 j
PERMIT APPLICATION CHECKLIST
__~__._,..,~ ~ ENCLOSED REQUIRED DATE
Building Pernt Filled out
Fee Paid
T eo,~f Construction: ZPA -INSTALL 3 ANTENNAS & G COAXIAL CABLES ON E3~STING TOWER & G X
10 CONCRETE PAD FOR EQUIP
New Construction
Nan Structural interior renovations
Addition to Existing
Accessory Structure
Buildine Plans Included:
Ownerl Statement or License
3 sets of Plans /Flat Plan
THE FOLLOWING ACTIOlN~HAS SEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESE ED:
Approved dditional permits required (see below}
PLANP1IPiG BOARD BERM/IT REQUIRED UNDER : § ~~ Fl'I~' • ~ ~ I L ~ `~ ~ ~ ~
Intermediate Project : / Site Plan AND/OR Special Permit with Site Plan
Major Project: Site Plan AND/OR Special Permit with Site Plan
ZONING BOARD PERMIT REQUIltED UNDER: §
Finding Special Permit
Variance*
Received & Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DFW Water Availability Sewer Availability
Septic Approval Board of Health
Permit from Conservation Commission
Well Water Potability Board of Health
Permit from C13 Architecture Comrnittee
Permit from Elm Street Co n Permit DPW Storm Water Management
----~~- ~
Signature ofBuilding Offs " ~ ~ Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with ail zoning
requirements and obtain all required permits from Board ofHealth, Conservation Commission, Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of
Planning & Development for more information.
~'~ ~~ Page 1 of 5
(` ~ 1
Brian J. Allen
From: form engine@fs12.formsite.com on behalf of wfeiden@northamptonma.gov
[form engine@fs12.formsite.com]
Sent: Monday, December 08, 2008 9:57 AM
To: Brian@kjkwireless.com
Subject: Planning Board and Zoning Board Application Form Results
Follow Up Flag: Follow up
Flag Status: Red
Planning Board and Zoning Board Application
Planning and Zoning Boards
Owner First Name
* Owner Last Name OR Business Name
Colvest/Northampton
* Owner Address
360 Bloomfield Ave Sutie 208
* City
Windsor
* State
Connecticut
* Zip Code
06095
'-? Applicant First Name
Brian
* Applicant Last Name
Allen
Business (if applicable):
Agent fox Pocket Wireless
* Applicant Street Address
3 Brookside Drive
* City
Sutton
* State
Massachusetts
* Zip Code
01590
* Phone
!3 508.868.0927
* Email
1/5/2009
° ~ "~ ~ ~. Page 2 of 5
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brian@lglcwireless.com
* Assessors' Map(s) and Parcel ID(s)
24B-038
* Parcel Deed Book and Page
5036 pg 91
* Work Location
327 King Street
* Post Office for property
Northampton 01060
* Zoning/Overlay Districts
HB
* What PERMITS ox AMENDMENTS are you applying for?
PLANNING Special Permit w/ INTERMEDIATE Site Plan ($200, except flag lots $1,000)
PLANNING Special Permit w/MAJOR Site Plan ($1,000 plus, unless this is an amendment, $0.05/sq ft of proposed new
building)
^X PLANNING Intermediate Site Plan ($200)
PLANNING Major Site Plan Approval ($1,000 plus, unless this is an amendment, $0.05/sq ft of proposed new building)
APPROVAL NOT REQUIRED Surveys ($250/plan page)
PRELIMINARY SUBDIVISION ($1,000-Type II or $G00-Type I PLUS $75 per unit)
DEFINITIVE SUBDIVISION (Greater of $3,000 OR $10/linear foot of new roadway; $4,600 OR $14/foot if no
preliminary; $400 PLUS $10/foot for one lot minor subdivisions; $500 for Amendments)
ZONING BOARD Special Permit ($200)
ZONING FINDING ($200)
APPEAL OF BUILDING COMMISSIONER-Zoning ($200)
COMPREHENSIVE 40B PERMIT ($500 plus $0.05/sq ft of proposed new building)
VARIANCE ($1,000 plus $0.05/sq ft of proposed new building)
43D Permit (Any Planned Village commercial project)
* Relevant sections of zoning and subdivision regulations
350 AH.1,10.9,11
* Describe project and relief/approvals needed
Colocation on existing tower, adding equipment at the base
discussed my application with my neighbors (highly recommended)
'' ~ I HAVE
Finding Request
* How does the project meet the Finding criteria?
The existing property, use, or building is legally preexisting nonconforming
The project does NOT create a new zoning violation
The project is NOT more detrimental to the neighborhood than the old use
* Describe in detail how you meet the Finding Criteria
1/5/2009
~'~ ~ ~ Page 3 of 5
N ~ I ~ ..
Appeal of Building Commissioner Action
* Are you claiming:
The Building Commissioner erred in a zoning related matter
A UNIQUE injury as a result of such error that meets the standing test
* Explain in detail l) What the alleged zoning error the Building Commissioner made and 2) What is the unique injury
YOU suffer from the alleged error?
Comprehensive 40B Permit
* Check all that apply for your 40B project
We are not requesting any waivers
We are requesting Zoning waivers
We are requesting Subdivision waivers
We are requesting waivers of other local rules
Attached is our Site Eligibility Letter
Attached is our Draft Affordability Agreement
Attached is our Financial Proforma in compliance with 40B
* Explain WHAT waivers axe you requesting, WHY, and HOW could you AVOID them?
Variance Criteria
* I meet the following Variance Criteria
There are UNIQUE circumstances that effect ONLY this property/structure and not other properties in the neighborhood
A literal enforcement of the zoning would create a HARDSHIP, financial or otherwise
If denied there would be NO reasonable use of the property
The hardship is NOT self-imposed
Relief can be granted without detriment to the public good
The variance would not substantially derogate from the intent of the zoning
The request is for the SMALLEST relief possible
* You must document how you meet ALL of the Variance criteria.
Special Permit and Site Plan Criteria
* Will the project '
r ^X PROTECT adjoining premises from seriously detrimental uses
t * How
z
' applicant is proposing co-location on existing tower- will not be expanding the premises
* Will the project
1/5/2009
" ~~ i~~: Page 4 of 5
X^ MITIGATE and MINIMIZE traffic impacts
* How
Applicant is proposing a co-location on existing tower tiffs is an unmanned site
* Will the project
~X PROMOTE a harmonious relationship of structures and open space
* How
Applicant is proposing a co-location on existing tower, no additional structure will be needed
', * Will the project
PROTECT the general welfare
* How
Applicant is proposing a co-location on existing tower, no additional towers are proposed
* Will the project
AVOID OVERLOADING and MITIGATE Ciry resources
* How
Un manned site will not require additional city services
* Will the project
^X PROMOTE and NOT HARM City planning objectives
-' * How
i Applicant is proposing coloration wich is in harmony with city objectives
~~' * Will the project
^X Meet all zoning requirements
* How
applicamt is proposing coloration on an existing tower the facility will comply with all zoning requirements
Which preferred methods of improved circulation are used
Project minimizes curb cuts
Project only uses one curb cut
^X Project uses a common driveway or shared service road for access
Project uses an existing side street
Project uses extra measures to reduce parking need
Project separates vehicular traffic from bicycle and pedestrian traffic
Project is requesting a reduction in required parking spaces as follows:
* Describe how meet the improved circulation goals (above) and how you reduce curb cuts and parking demand.
this is an unmanned site
I understand that traffic mitigation does NOT replace the need to ensure safe traffic circulation to the site from surrounding
streets and nearby intersections
* How does project mitigate all traffic impacts?
~X I am providing justification that there will be no increase in traffic from the project; OR
I am mitigating ALL off-site incremental traffic ANYWHERE from the project; OR
In lieu of studying and mitigating ALL off-site incremental traffic, I am proposing $2,000 in-lieu of fee per peak hour vehicle
trip ($1,000 fox projects widen 1/2 mile of downtown or Florence Center)
1/5/2009
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* MAJOR PROJECTS: This project mitigates stormwater impacts by:
All catch basins and manholes have 4' sumps
All runoff from a 0.4 inch rainstorm (first flush) will be detained fox an average of 6 hours
No increase from PRE to POST-development peak flow during 1, 2, or 10 year NRCS design storm
The impacts are otherwise mitigated (explain)
DPW has issued a stormwater permit for the project
` * I REQUEST a WAIVER from these Site Plan filing requirements (describe why below)
X^ 1. Site Plan at 1" = 40' or greater
2. Name and address of the owner and developer, name of project, and date
^X 3. Existing and proposed buildings, property line setbacks, building elevations, exterior entrances/exits
4. Present and proposed use of the land and buildings
^X 5. Existing and proposed topography using 2' contours
^X 6. Wetlands, streams, water bodies, drainage swales, wetlands, unique land features
7. Location of parking and loading, public and private ways, driveways and walkways, access and egress points, proposed
surfacing
8. Location and details of all stormwater drainage, detention and water quality facilities, public and private utilities and
easements, sewage disposal facilities, water supply facilities
9. Existing and proposed landscaping, trees, plantings, stone walls, buffers, and fencing
10. Existing and proposed signs locations, dimensions, and details
^X 11. Provisions for refuse removal and screening
12. Lighting/Photometric Plan (maximum 0.5 foot candles at property boundary)
13. Erosion control plan (MAJOR projects only)
14. Traffic Study (MAJOR projects only)
15. stormwater Management Plan AND Drainage Calculations(MAJOR projects only)
16. Plans stamped by Professional Engineer (Dewberry Goodkind Greg Nawxotzki)
~ Add time and place of heating as soon as it is available
^X I have ALREADY posted the REQUIRED sign so it is visible from a public way
http: / /tin}vrl. com /23mo~t
ANR Applications must include the following in order to be processed:
1. A box located on the lower right of each plan showing the following:
A. Approval Not Required signature block
B. A note that "Planning Board Endorsement is not a determination that the lots shown are buildable lots"
C. A list of all parcels shown on the.plan with a correspondence table to Northampton Assessors Parcel ID
2. An electronic copy of the survey in AutoCAD 2000 format with all parcels closing to an accuracy of 1 in 25,000
3. Control points when required by the Northampton Subdivision Regulations.
http:/h~-~~-w.northamptonma.gov/opd/Abutters%5FLists%5FO1d°/nSFPermits%SFHistoric%SFlncentories/
A 43D project (applies to any project with a commercial or industrial component within the Planned Village District) guarantees
that most applications for city permits will be processed witltin 180 days.
To take advantage of dtis:
1. You must apply for all xelvent pertnits at the same time at the start of the process.
2. The time clock does not start until the City has deternvned that the permit applications are complete.
Contact Carolyn Misch, Permt Manager/Senior Planner, Office of Planning and Development, for details.
1/5/2009
(~
Systems
Northampton Town Hall
210 Main Street
Northampton, MA 01060
December 29, 2008
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920 Candia Road
Manchester, NH 03109
(603) 657-9702
RE: Pocket Application for Sites SPMA0050, SPMA0051, & SPMA0052
Dear Board Members:
Youghiogheny Communications LLC, (herein referred to as Pocket) has been licensed by the Federal
Communications Commission (FCC) to provide Personal Communications Service (PCS) within the
Springfield-Holyoke BTA. Pocket is currently in the process of building its wireless communications
network throughout western Massachusetts. This build-out process is currently underway in
Northampton, Massachusetts.
Pocket is licensed to operate under Call Sign WQGA725. In order to retain its FCC license, Pocket must
meet all Federal, State and Local requirements regarding transmission and radio frequency interference
and adhere to the rules outlined in Title 47 of the Code of Federal Regulations (CFR), Part 27 regarding
the Advanced Wireless Services (AWS) Spectnun.
In addition to the above Pocket must meet the radio frequency emissions standards for Maximum
Pemussible Exposure (N1I'E) as set forth in ANSI/IEEE Std. C95.3, ANSI/IEE Std. C95.1 and FCC
OET Bulletin 65 Edition 97-01.
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C Squared Systems, LLC
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~. SITE ADDRESS:
TOWER OWNER:
LATITUDE:
LONGITUDE:
ELEVATION:
JURISDICTION:
CURRENT USE:
PROPOSED USE:
UTILITIES
POWER:
TELCO:
PROJEI~ ~` INFORMATION
RF REVISION #:
RF REVISION DATE:
327 KING STREET
NORTHAMPTON; MA OTO60
AMERICAN TOWER
116 HUNTINGTON AVENUE
11TH FLOOR
BOSTON, MA 02116
42' 20' 4.19" N (NAD 83)*
72' 38' 1.58" W (NAD 83)*
*PER AMERICAN TOWER
160' (A.G.L.) TO ANTENNA C.L.
CITY OF NORTHAMPTON
TELECOMMUNICATIONS FACILITY
TELECOMMUNICATIONS FACILITY
NATIONAL GRID
VERIZON
RF REVISION DATE
(B00) 322-3223
(eoo) s41-ssoo
SITE ADDRESS:
SITE ID:
PK~:
METER#:
AFTER HOURS:
SITE NUMBER: SPMA0050
SITE NAME: 327 KING STREET
VICINITY MAP
APPLICABLE BUILDING CODES AND STANDARDS
DIRECTIONS: TAKE US-3 SOUTH. TAKE RIGHT FORK ONTO 31-30B-A TOWARD MARLBORO
'I-495)/LAWRENCE/CHELMSFORD (RT-110). TAKE EXIT 30B/MARLBORO ONTO I-495 SOUTH. TAKE EXIT
296/LEOMINSTER ONTO RT-2 WEST. CONTINUE ON RT-2. TAKE LEFT RAMP ONTO I-91 SOUTH TOWARD RT-2
W/SPRINGFIELD/NORTH ADAMS. TAKE EXIT 20/NORTHAMPTON (RT-9)/HADLEY ONTO N KING ST (US-5). THE SITE
WILL BE ON THE LEFT.
DRAWING INDEX REV
SPMA0050-T01 TITLE SHEET' 0
SPMA0050-G01 GENERAL NOTES & ANTENNA B.O.M. 0
SPMA0050-A01 PROPOSED SITE PLAN & ELEVATION O
SPMA0050-C01 CONSTRUCTION DETAILS O
SPMA0050-E01 ELECTRICAL RISER DIAGRAM & BTS 3231 DETAIL 0
SPMAOOSD-E02 SCHEMATIC GROUNDING PLANS O
SPMA0050-E03 GROUNDING DETAILS 0
NOTE CONSTRUCTION ON THIS.SITE CANNOT COMMENCE UNTIL THE RESPECTIVE
DEPARTMENTS HAVE APPROVED AND SIGNED THE DRAWINGS.
REAL ESTATE
RF
OPS/CONSTRUCTION
LEGAL/COMPLIANCE
NE7 DESIGN
STRUCTURAL REVIEW
CONTRACTOR SHALL OBTAIN AND VERIFY STRUCTURAL EVALUATION REPORT OF EXISTING TOWER AND EXACT
PLACEMENT OF ANTENNAS AND COAX CABLES AND NOTIFY POCKET COMMUNICATIONS IN CASE OF A
DISCREPANCY. ANY STRUCTURAL MODIFICATIONS, IF REQUIRED SHALL BE DONE PRIOR TO INSTALLATION OF
ANTENNAS. REFER TO CORRESPONDING SHOP DRAWINGS.
NOTES
1. ALL POCKET COMMUNICATIONS SAFETY PROCEDURES MUST BE ADHERED TO..
2. ANTENNA SYSTEM SWEEP TESTING SHALL BE PER LATEST POCKET COMMUNICATIONS DOCUMENTS.
3. THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS
NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS
DOCUMENT IS AT THE SOLE RISK OF THE USER.
SCOPE OF WORK
(INCLUDING BUT NOT LIMITED TO)
1. FURNISH AND INSTALL NEW CABINET SUPPORT STRUCTURE FOR TELECOMMUNICATIONS EQUIPMENT.
2. FURNISH AND INSTALL NEW COAX SUPPORT STRUCTURE.
3. FURNISH AND INSTALL NEW ELECTRICAL SERVICES WITH METER AND DISCONNECT.
4. FURNISH AND INSTALL ALL UNDERGROUND UTILITIES.
5. INSTALL NEW MOUNTS, ANTENNAS, CABLES, ETC.
6. INSTALL TELECOMMUNICATIONS EQUIPMENT.
CONTACT INFORMATION
CONTACT CONTACT COMPANY PHONE N0.
ENGINEERING: GREG H. NAWROTZKI DEWBERRY (617) 695-3400
SAC: KEN KOZYRA KJK WIRELESS (603) 888-8974
CONST.: PAT,HEELAN PORTLAND CONSTRUCTION (207) 839-2076
~~ De~uberry®
Dewberry-Goodkind, Inc,
280 SUMMER ST.
10TH FLOOR
BOSTON, MA.OP210-
PHONE: fi17.~5.3400
FA%: 817.695,3310
327 KING STREET
SITE N0. SPMA0050
327 KING STREET
NORTHAMPTON, MA 01060
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CONTRACTOR'S WORK SHALL .COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES
AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION .(AHJ) FOR THE LOCATION. THE
EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT
AWARD 'SHALL GOVERN THE DESIGN.
BUILDING CODE:
MASSACHUSETTS STATE BUILDING CODE (780 CMR)
ELECTRICAL CODE:
MASSACHUSETTS ELECTRICAL CODE (527 CMR 12:00)
}' [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2005, NATIONAL ELECTRICAL CODE,
LIGHTNING PROTECTION CODE:
[NFPA 780 - 2005, LIGHTNING PROTECTION CODE)
l OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)
CONTRACTOR'S WORK SHALL~COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
I AMERICAN CONCRETE INSTITUTE jACQ 318, BUILDING CODE REQUIREMENTS fOR STRUCTURAL
°~ CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD,
NINTH 'EDITION
SOCIATION (TIA) 222-F STRUCTURAL STANDARDS FOR STEEL
-, „r~,,,P,~„- -
`'
' TELECOMMUNICATIONS INDUSTRY AS ,
ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
s, ;.'-
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
- '' -_ T-ELfCOMMUNICATIDNS
=,..,« „ io ~ ; ~ INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING
~~ ' EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
~'
°
s ~
SYSTEM..
IEEE 1100 {1999) RECOMMENDED 'PRACTICE FOR POWERING AND GROUNDING 4F ELECTRONIC
moo'
`~r~e EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
°
"
"
''
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~~
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HIGH SYSTEM ExP05URE
AND
C3
CIRCUITS ('FOR LOCATION CATEGORY
~ ;
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TE600RDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
n~ ~ TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS
,~,,_ .
ANSI T1.311, TOR TELECOM - OC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
PROJECT INFORMATION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING
1. THIS SITE IS UNMANNED AND IS RESTRICTED TO OUTDOOR EQUIPMENT, IT WILL BE USED FOR THE
' MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE
RAL REQUIREMENT
6
N
I
E
W
H
U
SERVICE.
TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR GOVERN
SHALL
REQUNREMEN
SPEC F C
THE
REQUIREMENT,
A SPECIFIC
AND
2. POCKET COMMUNICATIONS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED
CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED 'FOR
ONLY BY POCKET COMMUNICATIONS EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT
CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY. PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICT OR DISCREPANCIES TO THE
SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS EXEMPT FROM THE REQUIREMENTS CONSULTANT PRIOR TO CONSTRUCTION.
OF THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B, SECTION 4.11.(5)(b).
3 NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. "!ia
'
. jNOF1~
~
~ ~
°
'
4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. c~,P
4
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HALF SIZE PRINT
5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. aft J ` G
y
lr ~~DFORD A. m S
THIS DRAWING IS SCALEABLE
E NOTED SCALE
F T
6. POCKET COMMUNICATIONS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE p~ MIL! S ~
i AT HAL
H
TRIP PER MONTH AT ONE HOUR PER VISIT. r~ , CIVIL t
n
~0' ~~ POCKET COMMUNICATIONS
~ ~~Q SAN ANTONIO, TX 78215
0 10/02/OS ISSUED FOR CONSTRUCTION ROM GHN PP8 y1~,~ - -
B 09/22/08 ISSUED FOR REVIEW ROM GHN PPB ~L/~~~`~7' ~\ TITLE SHEET
COMMUNICATIONS A 09/02/D8 ISSUED FOR REVIEW ROM GHN PPB /L~/
NO.._DATE ..________ - REVISIONS.._._,_._...r _I3?'.. ~CHK APP'D {{//"~~ ~. DEWBERRY N0. JOB N0. DRAWING
-'~BYS'AVENUE 1B'-' - rv'~` ~ o
SAN ANTONIO, TX 78215 SCALE: AS SHOWN DESIGNED BY: ROM DRAWN BY: MR 50014749 '50014805 SPMADO
GENERAL CONSTRUCTION NOTES:
1. ALL WORK SHALL CONFORM TO ALL CURREM APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AND
COMPLY WRH POCKET COMMUNICATIONS WIRELESS SPECIFICATIONS.
2. COMRACTDR SHALL CDMACT DIG SAFE (1 BB8 OIC SAFE BBB-344-7233) FOR IDEMIFICATION OF
UNDERGROUND UALRIES PRIOR TO START OF CONSTRUCTION.
J. COMRACTOR IS RESPONSIBLL FOR COORDINATING ALL REDUIRED INSPECTIONS.
4. ALL DIMENSIONS T0, OF, AND ON E%ISTING BUILDINGS, DRAINAGE STRUCTURES, AND SRE IMPROVEMENTS
SHALL BE VERIFIED IN FIELD BY CONRACTOR WRH ALL DISCREPANCIES REPORTED TO THE ENGINEER.
5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY 70 SIMILAR CONDRIONS UNLESS OTHERWISE
NOTED..
7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPDNEMS FOR CONSTRUCTION SAFETY WHICH IS THE
SOLE RESPONSIBILRY OF THE COMRACTOR.
8. CONTRACTOR SHALL DRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FDR STABILRY ARE
INSTALLED. THESE ELENENTS ARE AS FOLLOWS: LITERAL BRACING, ANCHOR BOLTS, ETC,
9. COMRACTOR SHALL DETERMINE FACT LOCATION'OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES,
VEMS, ETC. BEFORE COMMENCING WORK.
10. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFRRNG OR NONCONFDRMINC MATERIALS OR
CONDRIONS SHALL BE REPORTED TO THE OWNER PRIOR i0 REMEDIAL OR CORRECTNE ACTION. ANY
SUCH REMEDIAL ACTION SHALL REQUIRE WRRTEN APPROVAL BY THE OWNER'S AEPRESEMATNE PRIOR
TD PROCEEDING.
11. EACH CONTRACTOR SHAH. COOPERATE WRH THE OWNER'S REPRESEMATNE, AND COORDINATE HIS WORK
WITH THE WORK OF OTHERS.
72. COMRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH
EXISTING PRE-CONSTRUCTION CONDffIDNS TO THE SATISFACTION OF THE POCKET COMMUNICATIONS
CONSTRUCTION MANAGER.
iJ. ALL CABLE/CONDOR ENTRY/E%R PORTS SHALL BE WEATHERPROOFED DURING INSTALUTION USING A
SILICONE SEALANT.
14. WHERE E%ISTING CONDRIONS DD NOT MATCH THOSE SHOWN IN THIS PLAN SET', CONRACTOR WILL
NOTIFY ENGINEER, POCKET COMMUNICATIONS CONSTRUCTION MANAGER, PND UNOLORD IMMEDNTELY.
15. COMRACTOR SHALL ENSURE ALL SUBCDMRACTORS ARE PRONGED WRH A CURREM SET OF DRAWINGS
AND SPECIFCATIONS FOR THIS PR0.)ECT.
i6. COMRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SRE AT THE END OF EACH DAY.
17. COMRACTOR SHALL COORDINATE WORK SCHEDULE WRH UNDLORO AND TRICE PRECAUTIONS TO MINIMIZE
IMPACT PND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY.
18. COMRACTOR SHALL FURNISH POCKET COMMUNICATIONS WRH THREE AS-BUILT SETS OF DRAWINGS UPON
COMPLEAON OF WORK.
19. ANTENNAS AND CABLES ARE TYPICALLY PROVIDED BY POCKET COMMUNICATIONS. PRIOR TO SUBMISSION
OF BID, CONTRACTOR SHALL COORDINATE WRH POCKET COMMUNICATIONS CONSTRUCTION MANAGER TO
DETERMINE WHAT, IF ANY, REMS WILL BE PROVIDED Bf POCKET COMMUNICATIONS. ALL REMS NOT
PROVIDED BY POCKET COMMUNICATIONS SHALL BE PROWDED AND INSTALLED BY THE CONTRACTOR.
COMRACTOR WILL INSTALL ALL REMS PROVIDED BY POCKET COMMUNICATIONS.
20. PRIOR TD SUBMISSION OF BID, COFffRACTOR WILL COORDINATE WRH POCKET COMMUNICATIONS
CONSTRUCTION MANAGER TO DETERMINE IF ANY PERMTS WILL BE OBTAINED BY POCKET
COMMUNICATIONS. ALL REDUIRED PERMTS NOT OBTAINED Bf POCKET COMMUNICATIONS MUST BE
OBTAINED, AND PAID FOR, BY THE COMRACTOR.
21. COMRACTOR SHALL INSTALL ALL SRE SIGNAGE IN ACCORDANCE WRH POCKET COMMUNICATIONS
SPECIFICATIONS AND REQUIREMEMS.
22. CONTRACTOR SHALL SUBMR ALL, SHOP DRAWINGS TO DEWBERRY FOR REVIEW ANO APPROVAL PRIOR TO
FABRICATION.
23. UNLESS OTHERWISE NOTED POCKET COMMUNICATIONS SHALL PRWIDE ALL REDUIRED RF MATERML FOR
CDMRACTOR TO INSTALL, INCLUDING ANTENNAS, TMA'S, BMS-T'S, COMBINERS, PDU, DC BLOCKS, SURGE
ARRESTORS, GPS ANTENNA, GPS SURGE ARRESTOR, COAXIAL CABLE
24. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL VERIFY AIL EQUIPMEM TO BE PROVIDED Bf
POCKET COMMUNICATIONS FOR INSTPLUTION BY CONTRACTOR.
25. PLL EOUIPMEM SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED
ACCORDING TO POCKET COMMUNICATIONS SPECIFCATIONS, ANO AS SHOWN IN THESE PUNS.
26. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WRH UL LISTED D FlRE CODE APPROVED MATERIALS.
27, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HERdN. THE COMRACTOR
SHALL BE SOLEY RESPONSIBLE FDR PLL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES AND FOR COORDIN4TING ALL PORADNS OF THE WORK UNDER THE
CONTRACT.
28. COMRACTOR SHALL NOTIFY DEWBERRf A MINIMUM DF 48 HOURS IN ADVANCE OF POURING CONCRETE
OR BACKFlWNG ANY UNDERGROUND tlflLfDES, FOUNDATIONS OR SEALING ANY WALL FLOOR OR ROOF
PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL
~~ Dewberry®
Dewberry•Goodkind,Tnc,
2A0 SUMMER ST.
10TH FLOOD
FP%:817.&95.3310
STRUCTURAL STEEL NOTES
1. STRUCTURAL STEEL SHALL CONFORM TO THE UTEST EDITION OF THE RISC "SPECIFlCATION FOR THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
2. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WRH SPECIFICATION ASTM A123 HOT-DIP GALVANIZED FINISH
UNLESS OTHERWISE NOTED. GALVANRING SHALL BE PERFORMED AFTER SHOP FPBRICATIDN TO THE GREATESTEXTENT POSSIBLE.
ALL DINGS, SCRAPES, MARS, AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED. REPAIR DAMAGED GALVANIZED COATINGS
ON GALVANIZED REMS WRH GALVANZED REPAR PAINT ACCORDING TO ASTM A780 AND MANUFACTURER'S WRRTEN INSTRUCTIONS,
PRIOR TD COMPLETION OF WORK.
3, DO NOT'ORILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.
4. CONNECTIONS:
a) ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TD RISC AND AWS 01.1. WHERE FILLET WELD
SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN 7HE RISC "MANUAL OF STEEL CONSTRUCTION' 9TH EDITION. AT
THE COMPLETION OF WEl01NC, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. R IS THE COMRACTDR'S RESPONSIBILRY TD
PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY IDCAL GOVERNING AUTHORITY, AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT
DETAIL FOR ANY WELDING ACTNItt.
b) BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANZED ASTM A325 BOLTS (S,IZE AS NOTED) AND SHALL HAVE MINIMUM OF TWO
BOLTS UNLESS NOTED OTHERWISE
c) CONNECTION DESIGN fN' FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL BY ENGINEER.
5. -WELDING SHALL MEET THE AMERICAN WELDING SOCIETY STRUCNRAL WELDING CODE-STEEL WELDING OPERATORS SHALL BE
CERTIFIED BY THE STANDARD QUALIFlCATIONS AWS PROCEDURE FOR THE ttPE OF WELD REDUIRED.
fi. SDUARE AND PLUMB THE STRUCTURE BEFORE TIGHTENING BOLTED CONNECTIONS DR WELDING ANY FIELD WELDED CONNECTIONS.
SEE AJSC SPECIFICATIONS 7.11.3. '
PERMIT (STRUCTURAL NOTES:
1. STRUCTURAL ANALYSIS/POWER DESIGN ODNE BY OTHERS.
2. POCKET COMMUNC4TION5 SHALL PROVDE A STRUCNRAL ANALYSIS OF THE TOWER PREPARED BY A LICENSED MASSACHUSETTS
STRUCTURAL ENGINEER CERRFI1NG THAT, THE IXI5IING TOWER AND PNY REQUIRED IMPROVEMENTS AND REINFORCEMEMS HAVE
SUFFlCIEM CAPACRY TO SUPPORT ALL EXISTING AND PROPOSED AMENNAS, SUPPORTS AND APPURTENANCES AND COMPLIES
WITH THE CURREM MASSACHUSERS STATE BUILDING CODE AND EIA/TU CRffERU. THE CONTRACTOR IS RESPONSIBLE TO
CONFIRM THAT ANY ANO ALL IMPROVEMENTS AND REINFORCEMEMS REDUIRED Bi THE STRUCTURAL ANALYSIS CERTIFICATION
ARE PROPERLY INSTALLED PRIOR TO THE ADDI80N OF AMENNAS, SUPPORTS AND APPURTENANCES PROPOSED ON THESE
DRAWINGS OR OTHERWISE NOTED IN THE STRUCNRAL ANALYSIS.
AMENNA AND COAXIAL CABLE BILL OF MATERALS
' COAX CABLE AZIMUTH RAD COAXIAL COAXIAL ELECTRICAL
SECTOR STATUS COLOR
CODE ANTENNA FEED LOC (TRUE NORTH) CENTER CABLE LENGTH CABLE OOWNTILT
ALPHA PROPOSED RED Ap%V18 2065175-C BOTTOM 30' 160' 2 ®190' (2)R~5/8. SEE NOTE 2
BETA PROPOSED BWE BOTTOM 190' 160' 2 ® 190' 3/B" ~
~2) R SEE NOTE 2
Ap%V18-206517S-C F
GAMMA PROPOSED GREEN AP%V18 2065175-C BOTTOM 290' 160' 2 ®180 (2) RFS/8F. SEE NOTE 2
CPS PROPOSED - NTGBOtMA-GPS - - - - - -
TOTAL 3 1140'
DUAMITY
NOTES:
1. CDA%IAL CABLE IS RFS LCF158-50JL OR AS SUPPLIED.
2. REFER TO REDS AMENNA SHEEt FDR FINAL TILT AND
AZIMMHS.
ANTENNA AND COAXIAL CABLE B.O.M. n
SCALE: N.T.S. I
CONCRETE AND REINFORCING STEEL NOTES:
1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TD THE UTEST EDRIDNS
OF ALL APPLICABLE CODES INCLUDING: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FDR
BUILDINGS", AND ACI J78 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'.
2: MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESEMATNE ANO SUBMITTED TO ENGINEER PRIOR
TO PLACING CONCRETE.
3. CONCRETE SHALL BE NORMAL WEIGHT, 6 R AIR EMRAINED (+/- 1.5X) WITH A MAXIMUM 4"-SLUMP
AND HAVE A MINIMUM 28-DAY COMPRESSNE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
4. THE FOLLOWING MATERIALS SHALL BE USED:
PORTLAND CEMEM: A9TM C-150, TYPE 1 OR 2
REINFORCEMEM: p6TM A-1B5, PUIN STEEL WELDED WIRE FABRIC
REINFORCEMEM BARS: ASTM A615, GRADE 60, DEFORMED
NORMAL WEIGHT AGGREGATE: ASTM C-33
WATER: DRINKABLE
ADMXUAES: NON-CHLORIDE CDMNNING
5. MINIMUM CONCREFE COVER FOR REINFORCING STEEL SHAD. BE AS FOLLOWS (UNLESS OTHERWISE
NOTED):
A. CONCRETE CAST AGAINST EARTH: 3"
B. ALL OTHER CONCRETE: 2"
6, A 3/4" CHAMFER SHALL BE PROVIDED AT ALL E%POSED EDGES OF CONCRETE IN ACCORDANCE WITH
ACI 301 SECTION 4.2.4, UNLESS NOTED OTHERWISE
7. INSTAIJATION OF CONCRETE EXPANSION/WEOGE ANCHOR SHALL BE PER MANUFACTURER'S WRRTEN
RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO
MANUFACTURER'S RECOMMENDATION FOR EMBEDMEM DEPTH OR 15 SHOWN ON THE DRAWINGS. NO
REPAR SHALL BE CUf WffHDUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOIFS IN CONCREFE.
8, ADMIXTURES SHALL~CONFORM TO THE APPROPRIATE ASfM STANDARD PS REFERENCED IN ACI 301.
9. DO NOT WEIR OR TACK WELD REINFORCING STEEL '
10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICALCONDURS, PIPE SLEEVES, GROUNDS
AND ALL OTHER EMBEDDED ITEMS AND'FORMEO DETALS SHALL BE IN PLACE BEFORE START OF
CONCRETE PLACEMEM.
11. REINFORCEMEM SHALL 8E COLD BEM WHENEVER BENDING IS REQUIRED,
12. DO NOT PUCE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
13. DO NOT ALLOW REINFORCEMEM, CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING
AND SETTING PERIOD, DR FDR A MINIMUM OF 3 DAYS AFTER PUCEMENT.,
14. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PIACEMEM, CONFORM TO APPLICABLE ACI
CODES AND RECOMMENDATIONS. IN ERHER CASE, MATERIALS COMAINING CHLORIDE, CALCIUM, SALTS,
EEC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM.
15. CONCRETE SHALL BE RUBBED TD A ROUGH GROUTFINISH. PADS SHALL BE SEALED BY STEEL
TROWf1
1fi. UNLESS OTHERWISE NOTED:
A ALL REINFORCING STEEL SHALL BE'DEFORMED B4f25 CONFORMING TO PSTM A615,
GRADE 60.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1B5.
17. SAUCING OF RFJNFORCEMEM LS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT
DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING
STEEL SHALL BE SPLICED TO DEVELOP RS FULL TENSILE CAPACItt 1ClASS A) IN ACCORDANCE WRH
ACI 318.
18: REINFORCING BAR DEVELOPMEM LENGTHS, AS COMPUTED IN ACCORDANCE WRH ACI 318, FORM THE
BA515 FOR BAR EMBEOMEM LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE DRAWINGS. APPLY
APPROPRATE MODIFlCATION FACTORS FOR TOP STEEL BAR SPACING, COVER AND 7HE IJKE.
19. DETAILING OF REINFDftCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315).
20. ALL SUB CONSTRUCTION SHALL BE CASE NONOLIIHICALLY WII}iOUT HORROMAL CONSTRUCTION
JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS.
21. LOCATION OF ALL CONSTRUCTION JOIMS ARE SUBJECT TD THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS, CONFORMWJCE WRH ACI 318, AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING
LOCATION OF DETAILS OF THE PROPOSED 'CDNSTRUCTWN JOIMS SHALL BE SUBMTTED WITH
REINFORCING STEEL PUCEMEM DRAWINGS.
22. SAUCES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERUP MEASURED BETWEEN
OUTERMOST CROSS WIRES OF EACH FABRIC SHEEP IS NOT LESS TWW THE SPACING OF THE, CROSS
WIRE PLUS 2 INCHES, NDR LESS THAN 8".
2J. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WRH PLASTIC TIPS.
24. ALL REINFORCEMEM SHALL BE SECURELY TIED IN PUCE TO PREVEM DISPUCEMEM fD'
CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE i6 GAUGE CONFORMING TD ASTM A82.
25. SUB ON GROUND
A. COMPACT STRUCTURAL FILL TO 95X DENSRY AND THEN PUCE 6"GRAVEL BENEATH STAB.
B. PROVIDE VAPOR BARRIER BENEATH SUB ON GROUND.
- o~~~.LSN Of'19~SS~~ti
FJ'
~ ®~~O~D A N -
~ ~W.~S. ~
HALF SIZE PR[N'T
~~ THIS DRAWING IS SCALEABLE
AT HALF THE NOTED SCALE
~ ~~• ~ POCKET COMMUNICATIONS
No. a396S ~ SAN ANTONIO, TX 78215
327 KING STREET D 10/02/08 ISSUED FOR CONSTRUCTION ROM GHN PPB ~ ~Q 1LQ'~
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SITE N0. SPMA0050 O B 09/22/08 ISSUED FOR REVIEW ROM GHN PPB ,r~~~~/R`
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1• GENERAL NOTE$ & ANTENNA B.O.M.
327 KING STREET COMMUNICATIONS A 09/02/08 ISSUED FOR REVIEW ROM GHN PPB PJA
~
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NORTHAMPTON, MA 01060 ~
_ ^,
, DEWBERRY N0. JOB N0. DRAWING NUMBER RE
8'1'5 AVENUE `B' ND. -DATE- REVISIONS _BY_ .CHK. AP_P
D _ ~.~.
._, .~
SAN ANTONIO, TX 78215 SCALE: AS SHOWN 'DESIGNED BY: ROM DRAWN BY: MR ~d' z' 50014749 50014805 SPMA0050-G01 C
EXISTING 12'. WIDE
^ SWING GATE \ /
~N \ /
x ~ ~ x .
W
~~ x-~ x-
EXISTING _ _
STEEL STAIRS I I- (-
h +
g` /
/+
I I L--
EXISTING B' TALL +
CHAIN LINK FENCE / ~ I
' WITH 3 STRANDS
OF BARBED WIRE + IXISTING 12'x20'
USI EQUIPMENT SHELTER _
k ~ EXISTING 1
/ EOUIPMED
+ PROPOS
s'x1D'
LEASE AREA
(60 S0. Fi.)
. i 4
x C01
EXISTING
EXISTING GENERATOR ON
METER RACK CONCRETE PAD
(TYP.) .
x ----
0 1
cD1 Teico coourDr 1'-4° , I
% I I I I
I
EXISTING 9' WIDE ~ 3'-0"
SWING GATE I 1
x I I
J ~
x 1,-7" L I
PROPOSED 24'
~ > e PROPOSE WIDE ICE BRIDGE
~ COt GPS ANTENNA ~ (LENGTH=13't)
/ 6
E%ISTING ~ C01
iE~PEDESTAL
xl
2 PROPOSED
C01 UNDERGROUND x
POWER CONDUIT
x EXISTING 10'x20' 1D
NEXTEL
EQUIPMENT SHELTER
EXISTING 17'-B"xJl'-6"
rSTEEL PLATFORM
x-xD
X
x
x
I
x
I"x30'-D"
IELE55 (
HELTER
x
I
x
190't A.C.L TALL EXISTING
MONOPOLE SAFEtt RAILING
EXISTING ~~)
\~ICE BRIDGE
(ttP.)
EXISTING 11'x16'
AT&T EQUIPMENT SHELTER
I
x
EXISTING
UTILItt POLE /
MI5-5
x i
I-x-x-x-x-x-x-x-xx-x
NOTES:
1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN
FOR CLARftt.
2. NORTH SHOWN AS APPROXIMATE.
J. ANTENNAS, MOUNTS & COAX TO BE INSTALLED PER
TOWER MANUFACTURER RECOMMENDATIONS & TOWER
ANALYSIS SPECIFlCATIONS. SEE STRUCTURAL NOTE ON
SHEET G-1.
4. PLANS BASED ON OBSERVATIONS MADE DURING SRE VISIT
BY DEWBERRY-GOODKIND, INC., ON D8-15-OB
5. DEWBERRY-GOODKIND, INC. HAS NOT BEEN CONTRACTED
TO PREPARE OR BEEN PROVIDED WffH A TOWER
STRUCTURAL ANALYSIS AND THEREFORE ASSUMES NO
RESPONSIBILITY FOR~THE TOWER OR R'S EXISTING OR
PROPOSED ANTENNA INSTALLATIONS.,
ti„
~~ Dewberry®
Dewberry-Goodkind, Inc,
280 SUMMER ST.
10TH FLDDR
BOSTON, MA_0210_
PHONE: B1 1.895.3400
FAX:817.~5.331D
3
ADt
PROPOSED SITE PLAN ~
SCALE: 3/16°=1'-0"
0' 4' 8' t 2'
327 KING STREET
SITE N0. SPMA0050
327 KING STREET
NORTHAMPTON, MA D1D60
~~
$dTENNA NOTES:
1. AZIMUTHS BASED ON APPROXIMATE TRUE NORTH
2. CONTRACTOR TD VERIFY FlNAL AZMIUTHS PRIOR TO
AMENNA INSTALLATION.
ANTENNA ORIENTATION KEY n
SCALE: N.T.S.
x
EXISTING
CONCRETE
STRIP
x
~EXISTINC
HVAC UNIT
(ttP.)
x
PROPOSED
COMMUNICATIONS PN
(1/SECTOR) ('
1
G01
190't A.G.L. TALL
MONOPOLE
EXISTING
10'x20' NEXTEL
EQUIPMENT SHELTER
x~ EXISTING
TELCD PEDESTAL
E%ISTING 8' TALL
x CHNN LINK FENCE
WITH J sreANDs
OF BARBED WIRE
x
x-x
~o
0 iD/02/08 ISSUED'FOR CONSTRUCTION ROM GHN
0 B 09/22/08 ISSUED FOR REVIEW ROM. GHN
COMMUNICATIONS A 09/02/08 ISSUED FOR REVIEW ROM GHN
~8T5'AVENUE-~B~ N0, -DATE-. R~^IISIONS _BY_ .CHK
SAN ANTONIO, TX 78215 SCALE AS SHOWN DESIGNED BY: ROM DRAWN BY: MR
TOP OF EXISTING MONOPOLE _
ELEV. = 190 =0"t A.C.L.
_C,L, OF EXISTING ANTENNAS_ _
ELEV. = iB0'-0"t A,G.L.
C.L. OF EXISTING ANTENNAS _
ELEV. = I70'-0"t A.G.L
_ _ C.L OF PROPOSED ANTENNAS _
ELEV = 160'-0"t A.G.L.
C.L, OF EXISTING ANTENNAS _
ELEV. = 147 =0"t A.G.L.
C.L. OF EXISTING ANTENNAS _
ELEV. = 730=6"f AC.L.
C.L. 9F EXISTING ANTENNAS_ _
ELEV. = 720'-0"t A:G.L.
EXISTING 11'-B°z30'-0'
VERIZON WIRELESS
EQUIPMENT SHELTER
EXISTING ON STEEL PLATFORM
ICE BRIDGE
(ttP.)
EXISTING
SAFETY RAILING
(TYP.)
E%ISTING 1T-8"x3T-6"
STEEL PLATFORM
EXISTING 11'x16' m
:T EQUIPMENT SHELTE
GRADE LEVEL
ELEVATION 3
SCALE: 1/B"=1'-0°
0' 4' B' 16'
~~~~j1• Gf gegs~~c~
g 3RADFOii~ R. ~N
~ MILS ~ ~
O OIVIL q
, N0.33966
HALF SIZE PRINT
.THIS DRAWING IS SCALEABLE'
AT HALF THE NOTED SCALE
POCKET COMMUNICATIONS
'SAN ANTONIO, TX 78215
PROPOSED SITE PLAN & ELEVATION
DEWBERRY N0. JOB N0. DRAWING NUMBER RE
50014;49 50014805 SPMA0050-AD1 U
I _
ANTENNA JUMPERS '"J
.. _ ..
unun POLE
T1/E1 UPPER AND ~ (~15-5)
LOWER ENTRf~
PORTS _..._...._
~1
BACK OF EQUIPMENT MOUNT
1" CONDUff .
COUPLER FIRING PROPOSED POCKET
REMOVE COVER TO 2" RCS COMMUNICATIONS UTILItt
ACCESS GROUND .RISER METER (COORDINATE WRH MO .
TERMINAL ~ UTILfn COMPANY'
• o O PROPOSED RISER
1' FLIXIBLE
CONDOR ~ a ~
BTS 3231
EQUIPMENT
EABINEi
FROM SRE
S4FETY GND
200-240VAC
~.., - ~ I I I~~~JIkI,,ILal~a~~ ~
~ u (I
I
RANCE CABLE
`c I I
`
'iDC IN 1' PVC /
10
1
3
- `CUSTOMER AU \
/
,
~
})
1. SAFEn GROUND SHOULD BE THE SHORTEST DISTANCE WHILE MAINTAINING ROUTING REOUIREMENIS. ` ~~ - ~ - - - - - Z / 1/
INSTALL CONDOR PER SRE REQUIREMENTS
2
TYPICAL CONDUIT ROUTING SHOWN \
.
.
.
\\
//
3. RIDGED CONDOR MAY BE USED IF REQUIRED. ~ - -
\ - - - - - - - - - - - - ~
~~ /
BTS 3231 TYPICAL CELL SITE CABLING DETAIL ~
SCALE: N.T.S.
'
. 4 SCH 40 PVC
4
CONDOR W/ 3/8"
NriON PULL ROPE
ELECTRICAL RISER DIAGRAM
L
' SCALE: N.T.S.
GENERAL ELECTRICAL NOTES
1. ALL ELECIRIC4L WORK SHALL BE DONE IN ACCORDANCE WRH ALL GOVERNING STATE, COUNn ANO LOCAL. CODES, D.S.H.A, NEC 2005, NFPA ~'7D, POCKET COMMUNICATIONS. AND
THE SPEgFlCATI0N5 DETAILED IN THESE PWJS.
2. SUBMRTAI OF RID INDICATES CONTRACTOR IS CDCNIZALIf OF All JOB SAE CDNOITIONS AND WORN TO BE PERFORMED UNDER THIS CONTRACT.
3. CONTRACTOR SHALL PERFORM ALL VERIFICATION, OBSERVATWN, TESTS, AND E%AMINATION WORK PRIOR TO THE ORDERING OF 1HE ELECTRICAL EQUIPMEM AND THE ACNAL
CONSTRUCTION. CONTRACTOR SH4LL ISSUE A WRTREN NOTICE OF. ALL FlNDINGS TO THE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT, AND DISCREPANCIES.
4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE CONTRACTOR SHALL ENSURE THAT ACCESS TO EQUIPMEM IS MAINTAINED IN ACCORDANCE WRH
MANUFACNRER SPECIFlCATIONS ANO ALL APPLICABLE COOES.~
5. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERMLS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOTS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY
OPERATNE SYSTEM, ENERGRED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/DR AS OTHERWISE REQUIRED.
6. PLL MATERWS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CDNDRION WHEN INSTALLED ANO SHALL BE OF THE BEST GRADE AND'OF THE SAME MANUFACTURER
THROUGHOUT FDR EACH CLASS OR GROUP OF EQUIPMENT. MATERINS SHALL BE LISTED PNO APPRCVEO BY UNDEAWRRER'S LABORATORf AND SHALL BEAR THE INSPECTION !ABEL
"UL" WHEflE SUBJECT TD SUCH APPROVAL MATERMLS SHALL MEET WffH APPROVPL OF ALL APPLICABLE STANDARDS ESTPBLISHED Bi AN51, NEM4 IEEE, AND NFPA GOVERNING
BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE W11H APPLICABLE STANDARDS FSTABUSHED BY ANSI, NEMA, AND NBFU.
7. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD DF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. PN1' WORK, MATERIAL OR EQUIPMENT FOUND TD BE
FAULtt DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRRIEN NOTIFICATION, AT THE E%PENSE OF THE CONTRACTOR. '
8. 'PLL 'CONDOR ONLY (C,OJ INSTALLATIONS SHALL HOVE A 3/B' PULL WIRE OR ROPE
9. CONTRACTOR SHALL PROVIDE POCKET COMMUNICATIONS MANAGER WTIH ONE SET OF COMPLETE' ELECTRICAL 'AS INSTALLED' DRAWINGS AT THE COMPLEOON OF THE JOB, SHOWING
ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. ~ -
10. ALL BROCHURES, OPERATING MANUALS, CATALOGS', SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT JOB COMPLETDN.
11. POWER WIRE AND CABLE CONDUCTORS SHALL BE COPPER X12 AWG MINIMUM UNLESS SPECIFlCALLY NOTED OTHERWISE ON DRAWINGS, CONDUCTORS X10 AWG AND SMALLER SHALL
BE SOLID.
12. A1L CONDUCTORS WiGER THAN ~1D AWG SHALL BE STRANDED COPPER WAH THWN 600V INSUUTWN, UNLESS NOTED OTHERWISE
13. ALL MATING SURFACES OF GROUND CONNECTIONS SHP11 BE CLEANED~SMOOTH AND COATED WffH AMIOXIDANf PRIOR TD ATTACHMENT.
14. A1L GROUND CONNECTIONS BELOW GRADE MUSE RE IXOTFIEAMICALLY WELDED (CAD WELD OR APPROVED EQUAL)
15. ALL EXTERIOR CROUNOINC CONDUCTORS SHALL RE r2 AWG SDDO i1NNED BARE COPPER WIRE UNLESS NOTED OTHERWISE. '
16. ALL CIRCUR BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE MAXIMUM SHORE CIRCUR CURREM TO WHICH THEY MAY BE
SUBJECTED, ANO A MINIMUM OF 10,OOD AI.C. COORDINATE SHORT CIRCUR REQUIREMENTS WRH LOCAL lR1LITY COMPANY.
17. IN DRILLING HOLES INTO CONCRETE WHETHER FOA FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDOR RUNS, M PIPE RUNS, ETC., R
MUST BE CLEARLY UNDERSTOOD THAT TENDONS ANO/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES.
18. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT OEFlNRELY KNOWN AND, THEREFORE, MUSE BE SEARCHED FOR BY APPROPRIATE METHODS AND EpUIPMELIT VN
X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR STEEL TENDONS.
19. ALL MAIERINS SHALL RE U.L LISTED.
~~~ Dewberry®
Dewberry-Goodkind, Inc,
280 SUMMER ST.
18TH FLOOR
FA%:817.~5.3310
327 KING STREET
SITE N0. SPMA0050
327 KING STREET
NORTHAMPTON, MA 0106D
20 CONDOR: ,
o. RIGID CONDUIT SHALL BE U.L LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN
INSTAllEO IN OR UNDER CONCRETE SLOBS, IN CONTACT WRH THE EARTH, UNDER PUBLIC ROPDWAYS, IN MASONRY
WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDOR IN CONTACT WRH EARTH SHALL BE 1/2 TAPPED
RAPPED WITH HUNTS WRAP PROCESS N0. 3.
b. ELECTRICAL METALLIC TUBING SHALL HAVE U.L LABEL FfiTINGS SHALL BE GIANO RING COMPflESSION TYPE. EMT
SHALL BE USED ONLY FOR INTERIOR RUNS
c FLE%IBLE METALLIC CONDOR SHALL HAVE U.L USlEO LABEL AND MAY BE USED WHERE PERMfifED Bi CODE.
FlTTINCS SHALL BE "JAKE' OR "SQUEEZE" TYPE, SEAL TIGHT FLE%IBIE CONDOR. ALL CONDOR SHALL HAVE FULL
SIZE GROUND WIRE.
21. All ELECTRICAL EQUIPMENT SHALL BE LABELED WRH PERMANENT ENGRAVED PLASTIC LABELS.
22. CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE WITH POCKET COMMUNICATIONS ANO LOCAL UTILRY.
23. THE ENTIRE ELECTRIC4L IN5TALUTION SHALL RE GROUNDED 0.S REDUIRED BY NEC AND ALL PPPUCABLE CODES.
24. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE
OWNER FOR FURTHER INSTRUCTION ON MEMODS FOR REDUCING THE RESISTANCE VALUE. CONTRACTOR SHALL SUBMR
TO THE PROJECT MANAGER ALL TEST REPORTS AND ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK".
25. UPON COMPLETION OF WORK, CO1JbULT COMINUIIY, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL
SUBMR TEST REPORTS TO PROJEC'T' MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM, WORK AND LEAVE
WORK IN A COMPLETE AND UNDAMAGED CONDIRON.
26. ALL E%PDSEO GROUND WIRES ADItfED ALONG THE SIDE OF EQUIPMEM SHELTERS OR ROUTED OVER CONCRETE
FOUNDATIONS OR OTHER IXI511NG STRUCTURES SHP1.L BE INSTALLED IN PROPERLY ANCHORED 3/4'm (MIN.) PJC
CONDUIT.
27. CONRACTOR SHALL NOT DISNRB E%ISTING GROUNDING SYSTEM. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY AT NO
ADDITIONU corr.
2B. ALL INTERIOR CABLES AND WIPING SHALL BE NEATLY ROUTED IN OVERHEAD UDDER RACK AND FASTENED TO !ADDER
RACK.
29. ALL GROUNDING CONDUCTORS SHALL RE ROUTED DOWNWARDS FROM POIM OF ORIGIN TO TERMINATION POINT (GROUND
B4R, GROUND RING, ETC.
30. GROUNDING CONDUCTORS SHALL NOT REVERSE DIRECTION {E%CEPf HALO 8 BURIED GROUND RINGS). OTHER
EXCEPTIONS NEED TD BE APPROVED BY POCKET COMMUNICATIONS CONSTRUCTION MANAGER PRIOR TO INSTALLATION.
31. GROUNDING CONDUCTORS SHALL HAVE A MINIMUM BENDING RADIUS OF 8".
32. ALL CONNECTIONS TO GROUND PLATES SHALL BE CAD WELDED TO THE CENTER OF THE PLATE. All DETAl15 SHOWING
CONNECTIONS TO GROUND RODS ARE ALSO YALO FOR SIMILAR CONNECTIONS TD GROUND PUTES.
O
COMMUNICATIONS
SAN ANTONIO, TX 78215
D 10/02/08 ISSUED FOR CONSTRUCTION ROM GNN PPB
B 09/22/08 ISSUED FOR REVIEW ROM GHN PPB
A 09/02/08 ISSUED FOR REVIEW ROM GHN PPB
AS SHOWN (DESIGNED BY: ROM IORAWN BY: MR
FRONT OF EQUIPMENT MOUNT
24" WIDE ICE BRIDGE PPC
OVER EQUIPMENT
-PROPOSED
PPC
~~ u
1" FLIXIBLE
CONDUIT
__¶T
-3/4"%10' LONG
COPPERGROUND ROD
24' WIDE ICE BRIDGE
OVER EOUIPMEM
BTS 3237
~EOUIPMENT
CABINET
ELECTRICAL AND TELEPHONE GENERAL NOTES:
1. "FOLLOWING COMPLETION-0F WORK, PROVIDE OWNER WRH AS-BUILT
DRAWINGS SHOWING TELEPHONE AND ELECTRIC LOCATIONS.
2. WORK SHALL CONFORM TO THE NA7IDNAL ELECTRICAL CODE, NEC 2005.
3. COORDINATE WITH UTILffY AND LOCAL ELECTRICAL INSPECTOR FOR FINAL POWER
CONNECTION.
4. UiILRY WILL SUPPLY METER. LOORDINATE WRH UTILTIY FOR METER TYPE AND
INTERCONNECTION. '
5. ALL E%ISTING UNDERGROUND LINES ON SITE TO BE LOCATED PRIOR TO
CONSTRUCTION. CALL i-888-DIG-SAFE PRIOR TO CONSTRUCTION.
6. SEAL ALL SERVICE ENTRANCES INTO SHELTER FOLLOWING INSTALLATION.
7, SEE PACE E02 FDR-GENERAL~GROUNDING NOTES:
B. COORDINATE WITH LOCAL TELEPHONE COMPANY FOR ALL ROUTING AND DESIGN.
p~~~PLj}i Qr ~SS~~
g' BRJ4DFO+~D14. m
o ~li.l3 ..I
U ~~, p'1y
_ No, 33966
HALF SIZE PRIIVT
THIS DRAWING IS SCALEABLE
AT HALF THE NOTED SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
ELECTRICAL RISER DIAGRAM & BTS 3231 DETAIL
DEWBERRY N0. JOB N0. DRAWING NUMBE
50014749 5'DD14805 SP~4AODSD-E01
~N
a~
N.EC.
~~
GROUND RGD
\ II
i
,~ ~"
~q` i
BOND T0+ - - -/'/ 1\
EXISTING
GROUND RING
(V.I.F.)
5 EQUIPMINT
E03 GROUND BAR
1 PROPOSED COPPER-CIAO STEEL
ED3 GROUND ROD. 5/8"0 MIN. AND
10' LONG, MIN. (TYP. 2)
,yL.~\ I
', ~EXISTINC MONOPOLE
~ GROUND RING
(APPROXIMATE
- LOCATION) (V.I.F.)
AGROUND BAR 5 y
AT BOTTOM OF
MONOPOLE E03 E03
BOND TO
EXISTING GROUND
RING (V.I.F.)
PROVIDE ~2 AWG GROUND
LEAD FOR PROPOSED
EQUIPMENT CABINET TO
PROPOSED GROUND BAR
ROUND GPS AMENNA
SCHEMATIC GROUNDING PLAN n
SCALE: N.T.S. ~ I
GROUNDING LEGEND
,,,~,,,~, GROUND BAR
------- GROUND COPPER WIRE, SIZE AS NOTED
~- MECHANICAL GROUND CONNECTION
~' Dewberry®
Dewberry-Goodkind, Inc,
280 SUMMER ST.
10TH FLOOR
FAX:817.595.3310
® 5/8"X10' COPPER CLAD STEEL GROUND ROD
~- EXOTHERMIC (CADWELL) CONNECTION
- - - EXISTING GROUND RING {V.I.F.)
327 KING STREET
SITE N0. SPMA0050
327 KING STREET
NORTHAMPTON, MA 01060
t
COMMUNICATIONS
SAN ANTONIO, TX 76215
D 10/02/08 -ISSUED FORCONSTRUCTION ROM GHN PPB
B D9/22/OB ISSUED FOR REVIEW ROM GHN PPB
A 09/02/OB ISSUED FOR REVIEW ROM GHN PPB
AS SHOWN I~DESIGNED BY: ROM ~ DRAWN BY: MR
GROUNDING GENERAL NOTES
1. ALL DOWN CONDUCTORS AND GROUND THE RING CONDUCTOR SHALL BE ~2 AWG,
SOLID, BARE, TINNED COPPER, UNLESS OTHERWISE NOTED. ALL CONNECTIONS TO
GROUND RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE AT A
MINIMUM DEPTH BELOW GRADE OF 18 INCHES OR i0 LEDGE. MINIMUM BEND
RADIUS SHALL BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM
ANY FOUNDATION, UNLESS OTHERWISE NOTED.
2. GROUND RODS SHALL BE 5/8" DIAMETER COPPER CLAD, HARGER, T&B, ERICO,
OR EQUNALENT. TOP OF ROD SHALL BE A MINIMUM OF 18" BELOW GRADE. IF
LEDGE IS ENCOUNTERED, INSTALL GROUND ROD AT AN ANGLE. ELECTRICAL METER
GROUND ROD EXCEPTED.
3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION-TYPE,
CLAMPS~OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED.
4. GRIND OFFGALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD j2
CONDUCTOR AT 6" A80VE GRADE OR FOUNDATION, WHICHEVER IS HIGHER.
COLD-GAIN AFTER. EXOTHERMICALLY WELD OTHER~END TOGROUND RING.
5. INSTALL GROUNDING KITS AT ANTENNA CENTERLINE, AND TOWER EXff POINTS.
GROUND COAX LINES. EXOTHERMICALLY WELD {f2 DOWN CONDUCTOR TO PLATES,
RUN DOWN TOWER, AND TIE INTO GROUNDING SYSTEM.
6. ALL GROUNDING WORK SHALL COMPLY WITH POCKET COMMUNICATIONS
CONSTRUCTION COMRACT STANDARDS. FOLLOWING COMPCLl10N OF WORK, GROUND
SYSTEM MUST BE TESTED AND SHALL HAVE A RESISTANCE OF 5OHM5 ORIESS
SUMMR AN INDEPENDENT "FALL POTENTIAL" TESTING REPORT.
7. ALL GROUNDING CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE
INSTALLED IN 3/4" SCH 40 PVC CONDUff TO 12" BELOW GRADE. ATTACH PVC
WRH GALVANIZED 'C" CLAMPS.
8. CONTRACTOR SHALL HAND-DIG IN AREAS AROUND EXISTING UTILffIES.
9. NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFlCULTIES INSTAWNG
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
10. GROUNDING RING IS SHOWN AS SCHEMATIC 9NLY. R IS DESIGNED WITHOUT
BENEFIT OF RESISTIVITY TESTING AND ODES NOT NECESSARILY REPRESEM A
GROUNDING SYSTEM TO MEET ANY SPECIFlC GROUND RESISTANCE
11. PRIOR TO POURING CONCRETE, ALl REBAR LOCATED NEAR THE BOTTOM OF THE
FOUNDATION SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING
ELECTRODE, BY STEEL TIES OF OTHER EFFECTIVE MEANS APPROVED BY NEC 2005
AND STRUCTURAL ENGINEER, AND BONGED TO THE GROUND RING AS DETAILED IN
THESE PLANS. (INSPECTION MAY BE REQUIRED -PRIOR TO POURING CONCRETE AND
MUST BE'COORDINATED'BY CONTRACTOR.)
12. IN ACCORDANCE WfiH NEC 2005 REQUIREMENTS, ALL GROUNDING ELECTRDOES
PRESENT ON SITE SHALL 8E BONDED TOGETHER '(REFERENCE 2005 NEC ARTICLE
250.50). '
o~~~pa~H OF ~~s`P9 -
cy
~~ I~ADFOROa.
O ~~ ~
L ~.3~66 ,
HALF SIZE PRINT
THIS DRAWING 15 ~SCALEABLE
AT HALF THE NOTED SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
• ~ SCHEMATIC GROUNDING PLAN
> DEWBERRY ND. JOB N0. DRAWING
50014749 50014805 5PMA00°
FlN
z;Z
goy
m~
~n
ISO
a o ~ n r CADWELD
5/B"0x10'-D" LONG L~2 AWG SOLID TINNED
(MIN) COPPER COPPER GROUND WIRE
CUD GROUND ROD
NOTES:
1. CADWELD TO GROUND RING
AFTER GROUND ROD HAS
BEEN DRIVEN INTO PUCE.
2. FROST LINE TO DE VERIFIED.
GROUND ROD
~
SCALE: N.T.S.
(
(8)
IF, ND:
1. INSUUTED BARE TINNED COPPER GROUND BAR KR
WITH WALL BRACKETS, 1/4"z2"z10", ANDREWS
GROUND BAR BUSS KR OR APPROVED EQUAL
2. (2) INSUUTORS (INCLUDED)
3. (Z) 1/2" LOCKWASHERS (INCLUDED)
4. (2) WALL MOUNTING BRACKET (INCLUDED)
5. (2) 1/2-13 X 1" H.H.C.S. (INCLUDED)
6. (2) 1/2-13 X 7/B' H.H.C.S. (INCLUDED)
GROUND BAR PLATE (TYP.) n
SCALE: N.T.S. ~
~~ Dewberry®
Dewberry-Goodkind, Inc,
280 SUMMEfl ST.
10TH FLOOq
BOSTON, MA 07210'
PHONE:017.696.3900
FA%:817.686,3310
1/4'- UNC X 1/2" BOLT (C.U.) DOUBLE BOLT GROUND LUG
NUT k WASHERS (ttP.)
~'2 INSUUTED GREEN
STRANDED TAP (GU.)
EQUIPMENT
CONNECTION TO EQUIPMENT DETAIL n
SCALE: N.T.S. ~ L
ANTENNA
OUTLINE
TYPICAL
CIGdt 1_
JUMPER ,JUMPER
2 AWG DCW
0 CIGBE (ttP.)
ELEYdIIDfI
GROUND LUG TO
TOWER
ANTENNA MOUNT
GROUNDING DETAIL
6
SCALE: N.T.S.
•TYPE GeR-TC
CLAMP - OR
CADWELD TO MAST
TO ANTENNA m ~ AMENNA GROUND BAR
~70P OF MONOPOLE
SEE NOTE 1.
STANDARD GROUND KR {ttPY ""'
GROUND LUG
512E 8 AWG STRANDED Cu ANTENNA GROUND BAR
WIRE WRH GREEN, 60DV, BOTTOM OF MONOPOLE
THWN INSULATION (ttP} SEE NOTE 1.
COAX CABLE (ttP FOA ALL)~,j) E%OTHERMIC WELD
l1 SIZE 2 AWG Cu
TO TRANSMISSION EQUIPMENT VIAL SOLID BNiE TINNED
TRAY OR ICEBRIDGE COPPER WIRE
MONOPOLE FOUNDATION
~ IZE 2 AWG BCW SOLID
TINNED EXOTHERMIC WELD
TO MONOPOLE BASE PUTE
C{S?T~: DRNEN ROD
1. NUMBER OF GROUND 8AR5 MAY VARi DEPENDING ON THE TYPE OF
MONOPOLE, ANTENNA LOCATION AND CONNECTION DRIEMATION.
PRDWDE AS REQUIRED.
MONOPOLE GROUNDING 9
SCALE: N.T.S.
327 KING STREET
SITE N0. SPMA0050
327 KING STREET
O
COMMUNICATIONS
815 AVENUE 'B~
SAN ANTONIO, TX 78215
A STAR WASHER {TYPJ ~ FLAT WASHER (ttP.)
1/2"x1 1/2' HEK BOLT
STNNLESS
STEEL HARDWPRE NUT (ttP.)
7W0 HOLE COPPER
GROUNDING COMPRESSION TERMINAL GROUND BAR
CABLE
E%POSED BARE COPPER TD BE
GROUND BAR GROUNDING CABLE KEPT TOABSOLUTE MINIMUM, NO
- INSUUTION ALLOWED WRHIN THE
COMPRESSION TERMINAL (TYPJ
LF EVATION A SECTION 'A-A'
NOTES.
i. DOUBLING UP OR STACKING OF CONNECTIONS IS NOT PERMffTED
2. OXIDE INHIBRING COMPOUND TO BE USED AT ALL LOCATIONS.
TYPICAL GROUND BAR
MECHANICAL CONNECTION DETAIL 3
SCALE: N.T.S. ,
AMENNA CABLE
WEATHERPROOFING KR-
(SEE NOTE 3)
CABLE GROUND KR
p6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED TO
GROUND BAR) (SEE NOTE 1 & 2)
E.----~ 1 z" TO 24"
N
NOTES;
i. 00 NOT INSTALL CADLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING HIT SHALL BE ANDREW SUREGROUND TYPE KIT
WTfH TWO-HOLE LUG.
3. WEATHER PROOFING SHALL BE ANDREW TWD-PART TAPE
SUPPLIED WITH KR. COLD SHRINK SHALL NOT BE USED.
CONNECTION OF CABLE GROUND
KIT TO ANTENNA CABLE DETAIL n
SCALE: N.T.S. ~ ~
PANEL
5AFEtt METER SOCKET/MAIN
DISCONNECT AT METER RACK
{BY CONTRACTOR) AND INSTALL LONG
SHANK LOCK ON ARM i0 PREVENT
OF TAMPERING.
SOLID TINNED COPPER
ITINUOUS TO GROUND RING
~ I ~ ~°
CONNECT TD GROUND RING
COPPERCIAD STEEL GROUND
ROD 5/8"0 x 10'-0" LONG
1 ~-0"
METER SOCKET GROUNDING
SCALE: N.T.S.
NTO ANIjTENNA~S .
WFATHERPRODFlNG
RX2 (7X1/RX1 KR (TYP.)
}1(((~$~( ANDREW'SUREGROUND
COAX JUMPER (TYP.) TYPE KR (TYP.)
CONNECTOR
WEATHERPROOFING
KR (ttP.)
ANTENNA CABLE
TO BTS EQUIPMEM (TYP.)
~6 AWG
AMENNA GROUND BAR,
BONGED DIRECTLY TO
TOP OF TOWER
NOTES.
1. INSTALL GROUND KITS a TOWER TOP, BASE AND AT
BTS WTM GROUND BARS AT EACH LOCATION.
CONNECTION OF GROUND WIRE
TO GROUNDING BAR DETAIL n
SCALE: N.T.S. ~
ISSUED FOR CONSTRUCTION
ISSUED FOR REVIEW
ISSUED FOR REVIEW
AS SHOWN ~ DESIGNED BY: ROM .~ DRAWN BY: MR
P~~µ oF,~gs .
~~
Ora `~'~, HALF SIZE PRWT
f
~4DF~D~ ~ .THIS DRAWING IS SCALEABLE
T HALF THE NOTED SCALE '
m
o ELLS A
1
U (~'
y
~
6°
Alo.3 POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
~9SK~M9L ~ GROUNDING DETAILS
~ . DEWBERRY N0. JOB N0. DRAWPIG NUMBER RE
_
50014749 50014805 SPMA0050-E03
~a"x, GSA