42-079 (18) Pocket Wireless Letterl
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
T y
Bri .Allen ~~ ~ (~ [~ ,U' I1~- i~
KJK fireless _~,~ _...__.._____.___._._.___..._.L...
Agent for Pocket Wireless ~ ~~
3 Brookside Drive ~ ~~ ~ 3
A N 8 2009
Sutton, MA 01590
508.868.0927 CITY CLERKS ~E
briars cr,kjkwireless.com NORTHAMPTON, MA 01060
~1 - ~_ Page 1' of 5
l~ 1
\Y
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 10:41 AM
To: brian@kjkwireless.com
Subject: Planning Board and Zoning Board Application Form Results
Follow Up Flag: Follow up
Flag Status: Red
rr Planning Board and Zoning Board Application
Planning- and Zoning Boards
Owner First Name
* Owner Last Name OR Business Name
City of Northampton
* Owner Address
Glendale Road
* City
Florence
* State
Massachusetts
* Zip Code
j' 01002
Applicant First Name
Brian
e * Applicant Last Name
Allen
k Business (if applicable):
Agent for Pocket Wireless
'- * Applicant Street Address
~~ 3 Brookside Drive
* City
Sutton
* State
Massachusetts
* Zip Code
01590
* Phone
508.868.0927
* Email
1/5/2009
~~ Page 2 of 5
_ ~;
_,t. _ __
brian@kjkwireless.com
* Assessors' Map(s) and Parcel ID(s)
42-079
* Parcel Deed Book and Page
no deed
* Work Location
Glendale Road, Landfill
* Post Office for property
Florence 01062
* Zoning/Overlay Districts
'' SR/WP/SWPII
* What PERMITS or AMENDMENTS are you applying for?
PLANNING Special Pernut 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)
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 $600-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 10.9,350 Attachment 1
'' * 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
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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 axe not requesting any waivers
We are requesting Zoning waivers
We are requesting Subdivision waivers
We axe 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 are 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 pxopexry/structure and not other pxoperdes 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
'e ^X PROTECT adjoining premises from seriously detrimental uses
* How
applicant is proposing co-location on existing tower- will not be expanding the premises
* Will the project
1/5/2009
~; ~1, Page 4 of 5
^X MITIGATE and MINIMIZE traffic impacts
* How
Applicant is proposing a co-location on existing tower tltis is an unmanned site
* Will the project
^X PROMOTE a harmonious relationsltip 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
^X AVOID OVERLOADING and MITIGATE City resources
* How
dvs is an unmanned site, it will not require city services
* Will the project
~X PROMOTE and NOT HARM Ciry planning objectives
* How
Applicant is proposing colocation with is in harmony with city objectives
i * Will the project
^X Meet all zoning requirements
v, * How
applicamt is proposing colocadon 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 velticular 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 facility is an unmanned site
* 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 ANYWI-IERE from the project; OR
In lieu of studying and mitigating ALL off-site incremental traffic, I am proposing X2,000 in-lieu of fee per peak hour velude
trip 01,000 fox projects within 1/2 mile of downtown or Florence Centex)
I understand that traffic mitigation does NOT replace the need to ensure safe traffic circulation to the site from surrounding
streets and nearby intersections
1/5/2009
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i
* MAJOR PROJECTS: This project mitigates stotYnwater impacts by:
All catch basins and manholes have 4' sumps
All runoff from a 0.4 inch rainstorm (first flush) will be detained for 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 axe 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
X 7. Location of parking and loading, public and private ways, driveways and walkways, access and egress points, proposed
surfacing
s ~ 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
^X 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(MAJORprnjects only)
16. Plans stamped by Professional Engineer (Dewberry Goodkind Greg Nawrotzki)
* Add time and place of hearing as soon as it is available
^X I have ALREADY posted the REQUIRED sign so it is visible from a public way
http: / /tinyvrl.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 ]D
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 Nortliampton Subdivision Regulations.
ht_pt ://wwlv.northamptonma.gov/opd/Abutters%5FLists%SFOId°/~SFPennits%SFHistoxic%SFInventories/
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 within 180 days.
To take advantage of this:
1. You must apply for all relvent permits at the same time at the start of the process.
2. The time clock does not start until the Ciry has determined that the permit applications are complete.
Contact Carolyn Misch, Permt Manager/Senior Planner, Office of Planning and Development, for details.
. ~, ~~ ~ J )
File ~ MP-2009-0037
~~ -
APPLICANT/CONTACT PERSON KdK WIRELESS -.~-~-----°--~~°~--:° •_-`~-
ADDRESS/PHONE 127 RIDGE RD (603) 821-1511 () ~~
PROPERTY LOCATION GLENDALE RD - WESTHAMPTON RD
MAP 42 PARCEL 079 002 ZONE SR/WP/WSPII
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
..,a
.%'ZONING FORM FILLED OUT - ~-- F -
Building Permit Filled out
Fee Paid
Typeof Construction• ZPA -INSTALL 3 PANELS & 6 CABLES ON EXISTING TOWER
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans /Plot Plan
THE FOLLOWING ACT N HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRE +NTED:
Approved .; Additional permits required (see below)
PLANNING BOARD PERMIT REQUIRED UNDER : § ~ ,~~ a -~:/%W ~ ~.S~~ i ~91%~° ~~
Intermediate Project : Site Plan AND/OR ~:.f'' .Special Permit with Site Plan
Major Project: Site Plan AND/OR Special Pernrit with Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Pernut
Variance*
Received & Recorded at Registry of Deeds Proof Enclosed
Other Pemvts Required:
Curb Cut from DPW
Septic Approval Board of Health
Water Availability Sewer Availability
Permit from Conservation Commission
Well Water Potability Board of Health
Permit from CB Architecture Committee
Permit from Elm Street Co ssion Permit DPW Storm Water anag ent
- y.
Signature of Building Official ~ Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of health, 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.
~'i
~i~Systems
Northampton Town Hall
210 Main Street
Northampton, MA 01060
December 29, 2008
~1
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) Spectrum.
In addition to the above Pocket must meet the radio frequenry emissions standards for Maximum
Permissible Exposure (Iv1I'E) as set forth in ANSI/IEEE Std. C95.3, ANSI/IEE Std. C95.1 and FCC
OET Bulletin 65 Edition 97-01.
C Squared Systems, LLC
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' ~ PROJECT INFORMATION
1C; SITE ADDRESS: WESTHAMPTON ROAD
NORTHAMPTON,. MA 01062
TOWER OWNER: AMERICAN TOWER
116 HUNTINGTON AVENUE
11TH FLOOR
BOSTON, MA 02116
LATITUDE: 42' 17' 44" N (NAD 83)*
LONGITUDE: 72' 42' 28.2" W (NAD 83)*
* PER AMERICAN TOWER
ELEVATION: 160' (A.G.L.) TO ANTENNA C.L.
JURISDICTION: CITY OF NORTHAMPTON
CURRENT USE: TELECOMMUNICATIONS FACILITY
PROPOSED USE: TELECOMMUNICATIONS FACILITY
UTILITIES
POWER: NATIONAL GRID
TELCO: VERIZON
RF REVISION DATE
(800) 322-3223
(800) 941-9900
RF REVISION #:
RF REVISION DATE:
DRAWING INDEX REV
SPMA0052-T01 TITLE SHEEP 0
SPMA0052-G01 GENERAL NOTES & ANTENNA B.O.M. 0
SPMA0052-A01 PROPOSED SffE PLAN & ELEVATION 0
SPMA0052-C01 CONSTRUCTION DETAILS 0
SPMA0052-E01 ELECTRICAL RISER DIAGRAM & BTS 3231 DETAIL 0
SPMA0052-E02 SCHEMATIC GROUNDING PLAN 0
SPMA0052-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
NET 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 T0.
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 CQAX 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.
SITE ADDRESS:
SITE ID:
PK#: _
METER#:
AFTER HOURS:
SITE NUMBER: SPMA0052
SITE NAME: WESTHAM PTON ROAD
VICINITY MAP
DIRECTIONS: TAKE RT-3 SOUTH TO I-495 5 TO I-90 WEST. TAKE EXIT 4 TO MERGE ONTO I-91 NORTH
TOWARDS HOLYOKE. TAKE EXIT 176 TO MERGE ONTO'EASTHAMPTON RD/HAMPDEN ST/RT-141 WEST TOWARDS
EASTHAMPTON. CONTINUE TO FOLLOW RT-141 WEST. TUP,N LEFT AT MAIN ST/RT-19, TURN RIGHT AT GLENDALE ST.
GLENDALE BECOMES LOUDVILLE RD. TURN RIGHT AT TORREY ST. TORREY BECOMES GLENDALE ROAD. TURN 'RIGHT
AT NORTHAMPTON SANITARY LANDFILL ENTRANCE. THE SITE IS TOWARDS THE REAR OF THE LANDFILL LOT.
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PROJECT INFORMATION
1. THIS SITE IS UNMANNED AND IS RESTRICTEC TO OUTDOOR EQUIPMENT, IT WILL BE USED FOR THE
TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE.
2. POCKET COMMUNICATIONS CERTIFIES THAT THiS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED
ONLY BY POCKET COMMUNICATIONS EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT
CANNOT BE PERFORMED BY HANDICAPPED PERSDNS. THIS FACILITY WILL BE FREQUENTED ONLY BY
SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS EXEMPT FROM THE REQUIREMENTS
OF THE AMERICANS WITH DISABILITIES ACT (ADA}, APPENDIX B, SECTION 4.11:(5)(6).
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION:
CONTACT INFORMATION
CONTACT CONTACT COMPANY PHONE NO.
ENGINEERING: GREG H. NAWROTZKI DEWBERRY ' (617) 695-3400
SAC: KEN KOZYRA KJK WIRELESS (603) 888-8974
CONST.: PAT HEELAN PORTLAND CONSTRUCTION (207) 839-2076
;~~ Dewberry®
Dewberry-Goodldnd, Inc,
2805UMMER ST.
10TH FLOOfl
...___~__. _. ,....______ 90STDN, MA 02210_
_ -_
-- PHDNE:fi17.895.3400
FA%: 517.595.3310
WESTHAMPTON ROAD
SITE N0. SPMA0052
WESTHAMPTON ROAD
NORTHAMPTON, MA D1062
5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
6. POCKET COMMUNICATIONS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE
TRIP PER MONTH AT ONE HOUR PER VISIT.
•~
D iD/03/06 ISSUED FOR CONSTRUCTIDN RDM GHN
B D9/23/08 ISSUED FOR REVIEW ROM GHN
COMMUNICATIONS A D8/28/08 ISSUED FOR REVIEW ROM GHN
_ -_-_- --615'AVENUE '6~ _ _.. __ N0. .._DATE RtVI510N5 ~_..__ BY ¢HK
SAN ANTONIO, TX 78215 SCA LE: AS SHO WN DESIGNED BY: ROM GRAW N BY : HM
APPLICABLE BUILDING CODES AND STANDARDS
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]
OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)
CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST .EDITION OF THE FOLLOWING STANDARDS:
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD,
NINTH EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FDR STEEL
ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
TELECOMMUNICATIONS
INSTITUTE TOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE 'FOR MEASURING
EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
SYSTEM..
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE°)
TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
TELCORDIA GR-1503, COAXIAL CABLE CONNECTIONS
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF .LISTED CODES AND STANDARDS REGARDING
MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE
REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT
AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR
PROPER EXECUTION OF PROJECT. REPDRT ANY CONFLICT OR DISCREPANCIES TO THE
CONSULTANT PRIOR TO CONSTRUCTION.
~~~~'' 'nF r~,~;;~
~'~'/ ~\'n ""I
t~r/8RA'~i'f~.i; 1, ~~~~j,
~~
HALF SIZE PRINT
THIS DRAWING I5 SCALEABLE
AT HALF THE NOTED SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, T~ 78215.
TITLE SHEET
GEWBERR>• N0. JOB ND. DRA'NING NUMBER
50014749 6QOi4809~ SPMA0052-TDi
GENERAL CONSTRUCTION NOTES:
_ - ._._ _
1. ALL WORK SHALL CONFORM TD ALL CURREM APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AND
COMPLY WITH POCKET COMMUNICATIONS WIRELESS SPECIFICATIONS.
2. CDMRACTOR SHALL COMACT DIG SAFE (1 888 OIG SAFE 688-344-7233) FOR IDENTIFICATION DF
UNDERGROUND UTILRIES PRIOR TD STPRT OF CONSTRUCTION.
.~ 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS.
4. ALL DIMENSIONS T0, OF, AND ON IXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS
SHALL BE VERIFIED IN FlELD~ BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER.
5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
6. DETAILS SHOWN ARE TYPICAL; SIMIUR DETAILS APPLY TO SIMIUR CONDfTIONS UNLESS OTHERWISE
NOTED.
7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFELY WHICH 15 THE
SOLE RESPONSIBIUF! OF THE CONTRACTOR.
B. COMRACTOR SHALL BRACE STRUCTURES UMIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILNY ARE
INSTALLED. THESE ELEMEMS ARE AS FOLLOWS: LATERAL BRACING,.ANCHOR BOLTS, ETC.
9. COMRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILRIES, GROUNDS DRAINS, DRAIN PIPES,
VEMS, ETC. BEFORE COMMENCING WORK.
10. INCORRECTLY FABRICATED, DAMAGED, DR OTHERWISE MISFlTTING OR NONCONFORMING MATERIALS OR
CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTNE ACTION. ANY
SUCH REMEDIAL ACTION SHALL REQUIRE WRTREN APPROVAL BY THE OWNER'S REPRESEMATNE PRIOR
TD PROCEEDING. .
11. EACH CONBACTOR SHALL COOPERATE WRH THE OWNER'S REPRESEMATNE, AND COORDINATE HIS WORK
WTM THE WORK OF OTHERS.
12. COMRACTOR SHALL REPAIR ANY DAMAGE CAUSED Bi CONSTRUCTION OF THIS PROJECT TD MATCH
EXISTING PRE-CONSTRUCTION CONDTIONS TO THE S4TISFAC110N OF THE POCKET COMMUNICATIONS
CONSTRUCTION MANAGER.
13. ALL CABLE/CDNDUR EMRi/IXIT PORTS SHALL BE WEATHERPROOFED DURING INSFALLATION USING A
SILICONE SERUM.
14. WHERE IXISTING CONDRIONS DO NDT MATCH THOSE SHOWN IN THIS PLAN SET, COMRACTDR WILL
NOTIFY ENGINEER, POCKET COMMUNICATIONS CONSTRUCTION MANAGER, AND UNDLDRD IMMEDIATELY.
15. COMRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A CURREM SET OF DRAWINGS
AND SPECIFlCATIONS FOR THIS PROJECT. .
16. CDMRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SRE AT THE END OF UCH DAY.
17. COMRACTOR SHALL COORDINATE WORK SCHEDULE WRH LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE
IMPACT ANO DISRUPTION OF OTHER OCCUPANTS OF THE FACILffY.
18. COMRACTDR SHALL FURNISH POCKET COMMUNICATIONS WRH THREE AS-BUILT SETS DF DRAWINGS UPON
COMPLETION DF WORK.
19. AMENNAS AND CABLES ARE ttPICALLY PROVIDED BY POCKET COMMUNICATIONS. PRIOR TO SUBMISSION
OF BID, COMRACTOR SHALL COORDINATE WTM POCKET COMMUNICATIONS CONSTRUCTION MANAGER TO
DETERMINE WHAT, IF AM', ITEMS WILL BE PROVIDED BY POCKET COMMUNICATIONS. ALL ITEMS NOT
PROWDED BY POCKET COMMUNICATIONS SHALL BE PROVIDED AND INSTALLED BY THE COMRACfOR.
COMRACTOR WILL INSTALL ALL REMS PROVIDED BY POCKET COMMUNICATIONS.
2D. PRIOR TO SUBMISSION OF BID, CONTRACTOR WILL COORDINATE WRH POCKET COMMUNICATIONS
CONSTRUCTION MANAGER TO DETERMINE IF AMY PERMRS WILL BE OBTAINED BY POCKET
COMMUNICATIONS. ALL REQUIRED PERMffS NOT OBTAINED BY POCKET COMMUNICATIONS MUST BE
OBTAINED, AND PAID FOR, BY THE COMRACTOR. '
21. COMRACTOR SHALL INSTALL ALL SfTE SIGNAGE W ACCORDANCE WITH POCKET COMMUNICATIONS
SPECIFlCATIONS ANO REQUIREMENTS.
22. COMRACTOR SHALL SUBMR ALL SHOP DRAWINGS TO DEWBERRY FOR REVIEW ANO'APPROVAL PRIOR TD
FABRICATION. .
23. UNLESS OTHERWISE NOTED POCKET COMMUNICATIONS SHALL PROVIDE ALL REQUIRED RF MATERWL FDR
CONTRACTOR TO INSTALL, INCLUDING AMENNAS, TMA'S, BIAS-T'S, COMBINERS, PDU, OC BLOCKS, SURGE
ARRESTORS, GPS ANTENNA, GPS SURGE ARRESTOR, COAXNL CABLE
24. PRIOR TD SUBMISSION OF BID, COMRACTOR SHALL VERIFY ALL EQUIPMEM TD BE PROVIDED BY
POCKET COMMUNICATIONS FOR INSTALUTION, BY COMRACTOR.
25. ALL EQUIPMEM SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED
ACCORDING TO POCKET COMMUNICATIONS SPECIFCATIONS, AND AS SHOWN IN THESE PLANS.
26. SEAL PENETRATIONS THROUGH FlRE RATED AREAS WRH UL LISTED D FIRE CODE APPROVED MATERIALS.
27. THE COMRACTOR. SHALL SUPERJISE AND DIRECT THE PROJECT DESCRIBED HEREIN..THE CONTRACTOR
SHALL BE SOLEY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL POR110N5 OF THE WORK UNDER THE
COMRACT.
28. COMRACTOR SHALL NOTIFY DEWBERRY A MINIMUM OF 4B HOURS IN ADVANCE OF POURING. CONCRETE
OR BACKFILLING ANY UNDERGROUND UTILRIES, FOUNDATIONS OR SEALING ANY WALL, FLOOR OR ROOF
PENETRATIONS FOR ENGINEERING REWEW ANO APPROVAL
STRUCTURAL STEEL NOTES
7. STRUCTURAL STEEL SHALL CONFORM TO THE WEST EDTION .OF THE RISC "SPECIFICATIONFORTHE DESIGN, FABRICATION AND- -
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'.
2. ALL EXTERIOR STEEL WORK SHPll BE GALVANIZED IN ACCORDANCE WITH SPECIFlCATION ASiM 8123 HOT-DIP GALVANIZED FlNISH
UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTEM POSSIBLE.
ALL DINGS, SCRAPES, MARS, AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED. REPAIR DAMAGED GALVANIZED COATINGS
ON GALVANIZED REMS WffH GALVANIZED REPAIR PA1M ACCORDING TO ASTM 8780 AND MANUFACTURER'S WRTTEN INSTRUCTIONS,
PRIOR TO COMPLETION OF WORK.
3. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS IXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.
4. CONNECTIONS: '
a) ALL WELDING SHAII BE DONE USING E7DXX ELECTRODES ANDWELDING SHALL CONFORM TO P15C AND AWS 01.1. WHERE FILLET WELD
SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE RISC 'MANUAL OF STEEL CONSTRUCTION" 9TH EDITION. AT
THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPARED. R IS THE CONTRACTOR'S RESPONSIBILTFY TO
PROVIDE BURNING/WELDING PERMffS AS REQUIRED BY LOCAL GOVERNING AUTHORffY, AND IF REQUIRED SHALL HAVE FlRE DEPARTMEM
DETAIL FOR ANY WELDING ACTNffY.
b) BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM 8325 BOLTS (SIZE AS NOTED) AND SHALL HAVE MINIMUM OF 1W0
BOLTS UNLESS NOTED OTHERWISE.
c) CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL Ifi ENGINEER.
5. WELDING SHALL MEET THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE-STEEL WELDING OPERATORS SHALL BE
CERTIFIED Bf THE STANDARD OUAIJFICATIONS AWS PROCEDURE FOR THE TYPE OF WELD REQUIRED.
6. SQUARE AND PLUMB THE STRUCTURE BEFORE TIGFTIENING BOLTED CONNECTIONS OR WELDING ANY FlELD WELDED CONNECTIONS.
SEE RISC SPECIFICATIONS 7.11.3.
PERMITlSTRUCTURAL NOTES:
1. STRUCTURAL ANALYSIS/TOWER DESIGN DONE Bf OTHERS.
2. POCKET COMMUNCATIONS SHALL PROVIDE A STRUCNRAL ANALYSIS OF THE TOWER PREPPRED BY A LICENSED MAS54CHUSETTS
STRUCTURAL ENGINEER CERRFYiNG THAT, THE EXISTING TOWER AND ANY REQUIRED IMPROVEMENTS AND REINFORCEMENTS HAVE
' ~ SUFFICIEM CAPACRY TO SUPPORT ALL IXISONG AND PROPOSED AMENNAS, SUPPORTS AND APPURTENANCES AND COMPLIES
WITH THE CURRENT MASS4CHUSETTS STATE BUILDING CODE AND EIA/TL4 CRffERIA THE COMRACTOR IS RESPONSIBLE TO
CONFIRM THAT ANY AND ALL IMPROVEMENTS AND REINFORCEMENTS REQUIRED BY THE STRUCTUREL ANALYSIS CERDFICATION
. ~ ARE PROPERLY INSTALLED PRIOR TO THE ADORION OF AMENNAS, SUPPORTS AND APPURTENANCES PROPOSED ON THESE
DRAWINGS OR OTHERWISE NOTED IN THE STRUCTURAL ANALYSIS.
ANTENNA AND COAXIAL CABLE BILL OF MATERALS
COAX CABLE AZIMUTH RAD COAXIAL COAXIAL ~ ELECTRICAL
SECTOR STATUS COLOR CODE AMENNA FEED LAC (TRUE NORTH) CEMER . CABLE LENGTH CABLE OOWMILT
ALPHA PROPOSED RED BOTTOM ~ 60' 160' 2 ®21 D' S/B.
(2) SEE NOTE 2-
APXViB 2065175-C RFS
BETA PROPOSED BLUE BOTTOM 160' 160' 2 ®210' /8"
(2) SEE NOTE 2
APXV18 2065175-C RFS
GAMMA PROPOSED GREEN BOTTOM 325' 160' 2 ®210' /8"
(2) SEE NOTE 2~
APXViB 2 65175-C RFS
GPS PROPOSED - MG801MA-GP$ - - - - - -
TOTAL 3 1260'
QUANTITY
NOTES:
L CDAXNL CABLE IS RFS LCF158-SWL OR AS SUPPLIED.
2. REFER TO REDS ANTENNA SHEET FOR FINAL TILT AND
AZIMUTHS,
ANTENNA AND COAXIAL CABLE B.O.M. n
SCALE: N.T.S.. I
~~ Dewberry®
WESTHAMPTON ROAD
Dewberry-Goodkind, Inc, SITE N0. SPMA0052
zeosuMMERSr. WESTHAMPTON ROAD
1oTHFLODR NORTHAMPTON, MA 01062
_ _._. __ _ _.~__.. _. .BOSTON, MA 07210. -.. -_...___ . -__._.
PHONE: 817.885.3900
FAX: 817.895.3310
COMMUNICATIONS
- --"-.-- f fBi5 ARENUE-'B~f --
SAN ANTONIO, TX 78215
CONCRETE AND REINFORCING STEEL NOTES:
- ~...L_ -DESIGN AND CONSTRUCTION OF-ALL~CONCRETE.ELEMEMS-SHALL.CONFORM-TO-THE LATEST EDITIONS ... _.
OF ALL APPLICABLE CODES INCLUDING: ACI 301 'SPECIFlCATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS', AND ACI J18 "BUILDING CODE REOUIREMEMS fOR REINFORCED CONCRETE'.
2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESEMATIVE AND SUBMITTED TO ENGINEER PRIOR
TO PLACING CONCRETE.
3. CONCRETE SHALL BE NORMAL W'EIGM, 6 R AIR'ENTRAINED (+/- 1.58) WffH A MAXIMUM 4' SLUMP
AND NAVE A MINIMUM 28-DAY COMPRESSNE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
4. THE FOLLOWING MATERIALS SHALL BE USED:
PORTLAND CEMEM: ASTM 'C-150, TYPE 1 OR 2
REINFORCEMENT: ASTM A-iB5, PLAIN STEEL WELDED WIRE FABRIC
REINFORCEMEM BARS: ASTM 8615, GRADE 60, DEFORMED
NORMAL WEIGHT AGGREGATE: ASTM C-31
WATER: DRINKABLE -
ADMIXNRES: NON-CHLORIDE COMAINING
5.' MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE ps 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 IXPOSED EDGES .OF CONCRETE IN ACCORDANCE WI1H
ACI SD7 SECTION 4.24, UNLESS NOTED OTHERWISE.
7. INSTALU110N OF CONCRETE EXPANSIDN/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN
RECOMMENDED PROCEDURE. THE ANCHOR EDIT, DOWEL, OR ROD SHALL CONFORM TO
MANUFACNRER'S RECOMMENDATION FOR EMBEDMEM DEPTH OR AS SHOWN ON THE DRAWINGS. NO
REPAR SHW1 BE CUf WTMOUT PRIOR ENGINEERING APPROVAL WHEN DRIWNG HOLES IN CONCRETE
8. ADMIXNRES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI 301.
9. DD NOT WELD OR TACK WELD REINFORCING STEEL
10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS
AND ALL OTHER EMBEDDED HEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE STARE OF
CONCRETE PLACEMEM.
11. REINFORCEMEM SHALL BE ,COLD BENT WHENEVER BENDING IS REQUIRED.
12. DO NOT PUCE CONCRETE IN WATER, ICE, OR DN FROZEN GROUND.
13. DO NOT ALLOW REINFORCEMEM, CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING
AND BERING PERIOD, OR FOR A MINIMUM OF 3 DAYS AFTER PUCEMEM.
14. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMEM, CONFORM TO APPLICABLE ACI
CODES ANO RECOMMENDATIONS. IN ERHER CASE, MATERALS COMAINING CHLORIDE, CALCIUM, SALTS,
ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER POR 7 DAYS, MINIMUM.
15. CONCRETE SHALL. BE RUBBED TO A ROUGH GROUT FINISH. PADS SHALL BE SEALED BY STEEL
TROWEL
1fi. UNLESS OTHERWISE NOTED:
A. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO PSTM 8615,
GRADE 60.
8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A4 B5. .
il. SPLICING OF REINFORCEMEM IS AERMRTED ONLY AT LOCATIONS SHOWN IN THE COMRACT
DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING
S7EEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACRY (CLASS A) IN ACCORDANCE WNH
ACI 318.
18. REINFORCING BAR OEVELAPMEM LENGTHS, AS COMPUTED IN ACCORDANCE WRH ACI 318, FORM THE
BASIS FOR BAR EMBEDMEM 'LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE DRAWINGS. APPLY
APPROPRIATE MODIFICATION FACTORS FDR TOP STEEL, BAR SPACING COVER AND THE LIKE.
19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO 'ACI MANUAL DF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE 51RUCNRES' (ACI 115).
20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOIJTHICALLY WITHOUT HORIZOMAL CONSTRUCTION
JOINTS, UNLESS SHOWN IN THE COMWICT DRAWINGS.
21. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REOUIREMEMS Of THE COMRACT
DOCUMENTS, CONFORMANCE WITH ACI 318, ANO ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING
LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH
REINFORCING STEEL PUCEMEM DRAWINGS.
22: SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN
OUTERMOBT CRO55 WIRES OF EACH FABRIC SHEEP 19 NOT LESS THAN THE SPACING OF THE CROSS
WIRE PLUS 2 INCHES, NOR LESS THAN B".
23. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WRH PLASTIC TIPS.
24. ALL REINFORCEMENT SHALL EE SECURELY TIED IN PUCE TO PREVENT DISPUCEMENT BY
CONSTRUCTION TRAFFlC OR CONCRETE. TIE WIRE SHALL BE 16 CADGE CONFORMING TO ASTM 882.
25. SUB ON GROUND
A. COMPACT STRUCTURAL FILL TD 95R DENSffY AND THEN PLACE 6" GRAVEL BENEATH SUB.
B. PROVIDE VAPOR BARRIER BENEATH SUB ON GROUND.
0 10/03/08 ISSUED FOR CONSTRUCnON ROM GHN PPtl
B 09/23/08 ISSUED FOR REVIEW ROM GHN PPB
A 08/28/08 ISSUED FOR REVIEW ROM GHN PPB
MIL. .__-____-_-.-RLVI~IVfVJ--_.-.._ ..-.. u,_..,., i,•
AS SHOWN DESIGNED BY: ROM DRAWN BY: HM
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HALF SIZE PRE~T
THIS DRAWING IS SCALEABLE
AT HALF THE NOTED SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
GENERAL NOTES & ANTENNA B.O.M.
DEWBERRi N0. JOB ND. DRAWING NUMBER
50014749 50014809 SPMAOD52-G01
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. \k 1. AZIMUTHS BASED ON APPROXIMATE TRUE NORTH
\k\ 2. COMRACTOR TO VERIFY FINAL AZIMUTHS PRIOR TO
ANTENNA INSTALLATION.
+\ ANTENNA ORIENTATION KEY
SCALE N.T.S.
k
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PCS EQUIPMENT
PROPOSED a k\
CPS AMENNA CDi
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EXISTING UTIUtt
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EXISTING VERIZON -
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x--CXNCR/=E P%D-_7c-_%==x -><~x -"x52-'__
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EXISTING GRADE
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PROPOSED SITE PLAN ~
0' 4' 8' 16'
w~ Dewberry®
Dewberry-Goodkind,lna
280 SUMMER ST.
LOTH FLOOq
FA%:817.886,3310
WESTHAMPTON ROAD
SITE N0. SPMA0052
WESTHAMPTON ROAD
NORTHAMPTON, MA 01062
\k .
\}
fl4IES:
1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR CLARffY.
2. NORTH SHOWN AS APPROXIMATE
3. ALL COAX, 'ANTENNA & MOUNTS TO BE INSTALLED PER STRUCTURAL
ANALYSIS PREPARED BY AMERICAN TOWER DAlEO JULY 29, 2008 & TOWER
MANUFACTURER'S RECOMMENDATIONS.
4. PLANS BASED ON FIELD MEASUREMENTS MADE DURING SffE VISR ON
OB-15-OB.
5. POCKET COMMUNICATIONS' COAX LINES TO SHARE MONOPOLE ENTRY PORT
FOR COAX CURRENCY USED 8Y SPRINT PCS.
PROPANE TANH
D 10/03/08 ISSUEDFOR CONSTRUCTION ROM' GHN
O B D9/23/OB ISSUED FOR RENEW ROM GHN
COMMUNICATIONS A 08/28/08 ISSUED FOR REVIEW ROM GHN
-"815"AVENUE-B~-_-_~-__-"---_. NO. _DATE.. _ ,_.__._ _.___REVISIONS._____~_. _B_Y_. CHN
SAN ANTONIO, TX 78215 SCA LE: AS SHO WN DESIGNED BY: ROM DRAW N BY : HM
res tuuirmtrvi
ELEVATION 3
SCALE: 1/B'=1'-0'
0' 4' B' 16'
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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.
500.14749 50014609
B-LINE 826 SH-GALV. 120
CABINET CHANNEL (ttP.-5)(CUT TO LENGTH)
° ... ... .... _._ _. 0. 3/B'..A307_U-BOLT....
24" WIDE ICE (2 PER CHANNEL)
BRIDGE OVER
EQUIPMENT
LLLLLL
LLLLLLLL, N
LLLLLL LL
LLLLLL LLl
LLLLLLLLL
LLLLLLLLLLLLLL, L-- -~ M
LLLLLLLLLLLLL j~
LLLLLLLLLLLLL
3'6 SCH. 40 PLAN EQUIPMENT
PIPE (GALV.) CABINET
PIPE CAP
24" WIDE ICE
BRIDGE OVER
EQUIPMENT
3'0 SCH. 40 BTS 3231
EQUIPMENT
PIPE (G4LV.) EQUIPMENT
CABINET
CABINET
0
I
m
'-5 3/4"
lNISHED GRADE 6'
B-LINE 826-SH-GALV. 120
CHANNEL (11'P: 5)
(CUT TO LENGTH)
2'-1 1/2"
i
ELEVATION SECTION
EQUIPMENT MOUNT ~
SCALE: N.T.S.
~N
PROPOSED 6'x10'
LEASE AREA
~ (60 SQ. FT.)
Q~k ~ ~
e I o
~~\\ 1'-10 1/4' 1'-10 1/4'
HPRQPDBED~
Fm PPC -PROPOSED BTS 3231 1
..T ___
I %
I ~~
~V ~~
~ I .y~~
,~, ~~~ ~
~y~L
~,,,~~~
8 8 PR
C01 E01 EQUIPMENT
J
EQUIPMENT CABINET EDl
•PROPOSED 24" WIDE
ICE BRIDGE OVER
EQUIPMENT
PROPOSED B
24' WIDE
ICE BRIDGE C01
;uQg:
1. PROPOSED EOUIPMEM CABINET SHALL BE ANCHORED AND
INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
EQUIPMENT PLAN 4
SCALE 3/4'=1'-D"
0' 1' 2' 3'
'. k~~ Dewberry®
WESTHAMPTON ROAD
~~
I Dewberry•Goadldnd,Lnc,
2BOSUMMER ST. SITE N0. SPMA0052
~ WESTHAMPTON ROAD
fOTHf1.COR
. _....~ _ _°-'-- ---.- _"~.°BOSTON; MA OP210_ .,.. -_.__ NORTHAMPTON, MA 01062
.__..._._.__._-_~.._ _-_~- -._~_- - ___.
PHONE:617.~6.3400
FA%.617.886,3310
2 -0"t EXISTING GRADE GPS ANTENNA
~~ ~ ~ ~ ~ (P/N MGB0IMA)
- - - -~ - -
~1=III=ICI lll~~~. I~-III-~L. __. ..__.... _... _. _. E1fOTHERMICALLY~WELDED"' _.._ ._
~I-111 _ 1- CONNECTION (ttPJ
MATCH IXISTING (CADWELD CR APPROVED i
MATERAL & GRADE l EQUAL) ~
WARNING TAPE
% 1
~
a TRENCH
COMPACT FILL
~ I
~ C
P
i_ ~
OM
ANY REQUIREMENTS
24" WIDE ICE
BRIDGE OVER
EQUIPMENT
UNIXCAVATED
3' ALUMINUM MAST, 1' O.D./ \ ~ POST DUNTING
U-BOLTS ~ 2' ~-T
1 -0" }
T ~ ~'2 AWG BTCW
1 7/6"~
GROUNDING
KR
CABINET
~
~
I
I , {
d
~
4"
f
' ??
r. LEAN SAND SUffABLE FOR
4'0 SCH 40 TELCO CDNDURJ CONDUIT BEDDING (SEE NOTE 4)
(W/ZOOIb MINIMUM PULL WIRE)
1"9 FVC
~~ 12" MIN,
1. IF FREE OF ORGANIC OA 01HER~DELETERIOUS MATERIAL, IXCAVATED
M4TERIAL MAY BE USED FOR BACKFILL.
CE BRIDGE FOOTING 2, IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN B" UFIS.
REMOVE ANY LARGE ROCKS PRIOR:TO BACKFlLLING. CONTRACTOR TD VERIFY
LOCATION OF EXISTING U/G UiILTRES PRIOR TD DIGGING.
3. IF CURREM ps-BUILT DRAWINCS.'ARE NOT AVAILABLE CONTRACTOR SHALL
_
FIAND DIC U/G TRENCHING .
4. CONCRETE ENCASE CONDUR WHEN:iRENCHING UNDER STIE ACCESS ROAD. POST CAP (ttP.)
JOINT SERVICE TRENCH BURIED CONDUIT ~
(ELECTRICITELEPHONE) n
L
SCALE: N.T.S.
0
RFS CHAIN
P/N 916943/S
(OR APPRWED
E%ISTINI
NQIE:
1. INSTALL MOUNT g AMENNA PER STRUCTURAL ANALYSIS
& MANUFACTURER'S RECOMMENDATIONS.
RFS TRISECTOR CHAIN MOUNT KIT
FOR THREE WIRELESS ANTENNAS
SCALE: N.T.S.
GROUND BAR
A1'iACHED TO
1/2'0 COAX CABLE MOUNTING POST.
TO GROUND ROD
~2 AWG BTCW
GPS ANTENNA 3
SCALE: N.T:S.
24' WIDE SITE PRD 24' WIDE SITE
GRIP-STRUT BRIDGE SITE PRO FOUR POST pR0 GRIP-STRUT
CHANNEL (P/N GR524) BRIDGE SUPPORT BRIDGE CHANNEL
BRACKET (P/N FP24) (P/N GR524) POSE CAP .(ttP.) 3"0 POST
CHAMFER
p
>
a gn >''z
~'>o•
t I I ~~L''
LN~O I I CSO:J:
ul iii u-
~
~1.I
~ i i ii1IL:I
i
L
.
1 1/2" MIN. I
u
3" MIN.
1'-0'
COMPACTED -
SUBGRADE
CONC
~~
0 10/03/D8 ISSUED FOR CONSTRUCTION ROM GHN
0 B 09/23/08 ISSUED FOR REVIEW ROM GHN
COMMUNICATIONS A 06/28/06 ISSUED FOR REVIEW ROM GHN
-"--"815 AVENUE ~B°~ ~ _- NO. -DATE--- -----REVISIONS-~----~- ~-BY-~ CHK
SAN ANTONIO, TX 78215 SCALE: AS SHOWN DESIGNED BY: ROM 'DRAWN BY: HM
' 1/2'¢ HOLE j7YP: 4)
FOR 3/B"0 HILTI HR RE
0'-1 1/4" 50D EPOXY INJECTION ANCHOR
3"0 SCH. 40 ~ ~ WITH W 3 3/B' MIN. EMBED.
PIPE (GALV.) D-1 1/4"~ J__.-
IMOMCONCRETE) ENf
.~ ~
r
_ o ,o.-~C.L iu
PROPOSED UNNERSAI I1,
VERTICAL TRAPEZE KR --•-I 3~
SITE PRO P/N 1/4 III_-C.L
Vf12 (OR APPROVED PROPOSED
EQUAL) ~ BASE PLATE 6"
coNCREIE BASE PLATE OPTION
I I ;9:,FR
I I ~+c> 0 cfi
I I ~~,^~- NOTES;
I I III_l
7. ICE BRIDGE SHALL BE SffE PRO GRIP STRUT BRIDGE CHANNEL (P/N: GRS24) OR
I i, i.'I= pPPROVED EQUAL
°~I i 1-
I I' 2. CABLE SUPPORT SHALL BE SRE PRO UNIVERSAL VERTICAL TRAPEZE KR (P/N: Vii2) OR
I I (6) ~'4 VERTICAL BARS PPPROVED EQUAL
U {EQUALLY SPACED) ~ 3. ALL COMPONENS SHPLL BE INSTPLLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
4. CONTRACTOR SHALL DETERMINE REQUIRED QUANTITY OF Pll ICE BRIDGE COMPONENTS.
,~3 TIES, TYP. 5. SNAP-IN HANGERS, SPLICE KffS, HINGE KffS, EKFENSIDN KITS, STIFFENERS, AND OTHER
(SPACED ®B" O.C.) MISCELLWEOUS HARDWARE SHALL 8E PROVIDED BY THE CONTRACTOR ps REQUIRED.
6. ICE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM BENDING RADIUS OF THE
COPXIAI. CABLE.
7. ICE BRIDGE COMPONENTS SHOWN ARE SCHEMATIC, CONSULT MANUFACTURER FOR 'EXACT
AND CURRENT SPECIFICATIONS.
ICE BRIDGE DETAIL 6
SCALE N.TS.
a`~P~~H OP Massa~~,~
~ y ~ HALF SIZE•PRINT
`~' ~` 'THIS DRAWING IS SCALEABLE'
• ~ ~~q~~~~~A" 1`~-;~~. AT HALF THE NOTED SCALE
FULLS ^('
O C~L ~
No.;3Q&6 I~ POCKET COMMUNICATIONS
~B RFCFT~~ ~~ ~r~ SAN ANTONIO, TX 18215
PB SSJO ~,~,'//",`J'~~-, CONSTRUCTION DETAILS
PB ,N
'/ DEWBERRY N0. JOB N0. DRAWING NUMBER REV-
~d'3'D~ 50014749 50014809 SPMAOD52=C01 0
ANTENI
1"
BACK OF EQUIPMENT MOUNT FRONTgOF EQUIPMENT MOUNT
_..._. __ .. .. ...EXISTING 5 CANG~ _EXISTING BOOR 120/240V~ _..... I L-~ I... _.. _.... _ _ _ __. I i~ I. __. _. _ ..
METER RACK 10 MAIN DISCONNECT
24" WIDE ICE BRIDGE PPC
OVER EQUIPMENT
REMOVE COVER TO
ACCESS GROUND
TERMINAL
IITE
GND
OVAC
ONCE CABLE
uc
E%ISTINC
N4IF5:
1. SAFETY GROUND SHOULD BE THE SHORTEST DISTANCE WHILE MAINTNNING ROURNG REQUIREMELTS.
2. TYPICAL CDNOVR ROUTING SHOWN. INSTAll CONDUR PER SITE REQUIREMENTS.
3. RIDGED CONDUIT MAY BE USED IF REQUIRED.
BTS 3231 TYPICAL CELL SITE CABLING DETAIL
SCALE: N.T.S.
0 ~ O
IXISTING UNUSED METER
O ~ 0 ~ (TO BE REMOVED &
REPUCED WRH POCKET
COMMUNICATIONS UTILRY
METER) (COORDINATE WITH
UTILRY COMPANI~
PROPOSED 30A, 10,
120/240V DISCONNECT
I I ~ll~~lT1Tt~~~lr II ~~aT~~l~II!~; ~, ;_,,,„_ ~~I
I ~ II III
N 310, 1~`iDG IN 1' RGS
II 4'0 SCH 40 PVC III I
- CONDUR W/ J/9' ~J/
1 II NYLON PULL ROPE /,
~\ ~ /
-----11---- -----------~~I~ /LJ
------~1------------------,~ i " I~
`~ //
~\ /
~~~-_-_-_-_-_- _Z~
~_____-
~3f1D, 1~1DG IN 1' PVC
ELECTRICAL RISER DIAGRAM n
L
SCALE: N.T.S.
GENERAL ELECTRICAL NOTES
1. PiL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WRH ALL GOVERNING STATE, COUNT(' AND LOCAL CODES, O.S.HA, NEC 2005, NFPA ~7D, POCKET COMMUNICATH)NS, AND
THE SPECIFlCATIONS DETAILED IN THESE PLANS. ,
2. SUBMTRAL OF 910 INDICATES CDNRACTOR IS COGNT7~WT OF ALL JOB SffE CONDRIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT.
3. CONTRACTOR SHALL PERFORM ALL VERIFlC0.TIDN, OBSERVATION, TESTS, ANO IXAMINATION WORN PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL
CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRffTEN NOTICE OF ALL FlNDINGS TD THE PROJECT MANAGER LISTING ALL MAIFUNCiIDNS, FAULTY EOUIPMEL1f, AND DISCREPANCIES.
4. THESE PUNS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. CONTRACTOR SHALL ENSURE THAT ACCESS TD EQUIPMENT IS MNMAINEO IN ACCORDANCE WfTH
MANUFACTURER SPECIFlCATlONS AND ALL PPPUCABLE CODES.
5. CONTRACTOR SHALL PROVIDE PLL LIBOR, MATERWS, INSURANCE, EQUIPMENT, INSTAIIATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY
OPERATNE SYSTEM, ENERGIZED THROUGHOUT ANO AS INDICATED ON DRAWINGS, AS SPECIFlED HEREIN AND/OR AS OTHERWISE REQUIRED.
6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDRION WHEN INSTALLED AND SHPLL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER
THROUGHOUT FOR EACH CLASS OR CROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND PPPRDVED BY UNDERWRRER'S UBORATORY PND SHALL BEAR THE INSPECTION LABEL
'UL' WHERE SUBJECT TO SUCH APPROVAL. MATERALS SHALL MEET WRH APPROVAL OF ALL APPLICABLE STANDARDS ESTABLISHED BY AN51, NEMA, IEEE, AND NFPA GOVERNING.
BODIES HAVING JURISDICTION. MATEAL4L5 SHALL BE MANUFACTURED IN ACCORDANCE WRH APPLICABLE STANDARDS ESTABLISHED Bi AN51, NEMA, AND NBFU.
7. COMPLETE JOB SHALL BE GUARAMEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE Bf OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TD BE
FAULtt DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRTREN NOTIFlCA110N, AT THE EXPENSE OF THE CONTRACTOR.
6. ALL 'CONDOR ONLY' (C.OJ INSTALUTIONS SHALL HAVE A 3/8' PULL WIRE OR ROPE.
9. ~CONTRACfOR SHPll PROWOE POCKET COMMUNICATIONS MANAGER WRH ONE SET OF COMPLETE ELECTRICAL 'AS WSTALLED' DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING
ACTUAL DIMENSIONS, ROMNGS, AND CIRCURS.
10. ALT. BROCHURES, OPERATING MANUALS, CATPLOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION.
11. POWER WIRE AND C4BLE CONDUCTORS SHALL BE COPPER k12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. CONDUCTORS X10 AWG ANO SMALLER SHNl.
BE SOLID.
12. ALL CONDUCTORS URGER THAN X10 AWC SHALL BE STRANDED COPPER WRH THWN 60DV INSUETION, UNLESS NOTED OTHERWISE.
13, ALL MATING SURFACES OF GROUND CONNECTIONS SHALL BE CLEANED SMOOTH AND COATED WRH ANTIOXIDANT PRIOR TO ATTACHMENT.
14. ALL GROUND CONNECTIONS BELOW GRADE MUSE BE IXOTHERMICALLY WELDED (GAO WELD OR APPROVED EQUAL)
15. ALL EXTERIOR GROUNDING CONDUCTORS SHALL BE ~2 AWG SOUO TINNED BARE COPPER WIRE UNLESS NOTED OTHERWISE.
16. ALL CIRCUR BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL NAVE AN INITERRUPDNG RATING NDT LESS THE M4XIMUM SHORT CIRCUR CURRENT i0 WHICH THEY MAY BE
SUBJECTED, AND A MINIMUM OF 10,000 ACC. COORDINATE SHORE CIRCUR REQUIREMENTS WRH LOCH. UfIUIY COMPANY.
17. IN DRIWNG HOLES IMO CONCRETE WHETHER FOR fAS1ENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDOR RUNS, M PIPE RUNS, ETC., IT
MUST BE CLEARLY UNDERSTOOD THAT TENDONS.AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUi OR DAMAGED UNDER ANY CIRCUMSTANCES.
18. LOCATION OF TENDONS AND/OR RFJNFORCING STEEL ARE NOT DEFlNRELY KNOWN AND, THEREFORE, MUST BE SURCHED FOR. 9Y APPROPRIATE METHODS AND EOUIPMEM VM
X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/DR STEEL TENDONS,
19. ALL MATERIALS SHALL BE U.L LISTED:
.~,A,,
~~"~ Dewberry®
WESTHAMPTON ROAD
Dewberry-Goodkind, Inc. SITE N0. SPMA0052
zeosuMMERSr. WESTHAMPTON ROAD
1oTHFLODR NORTHAMPTON, MA D1062
_...__~_,_..-__-~..-.'BOSTON; MA07210 __ ~____ _
...._. ____.____
PHONE:617.695.3400 .
FAX: 617.895.3370
20. CONOUR:
a. RIGID CONOUR SHALL BE U.L LIBEL GALVANIZED ZINC COATED WRH ZINC INTERIOR ANO SHALL BE USED WHEN
INSTALLED IN OR UNDER CONCRETE SUBS, IN COLlfACT WRN THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY
WALLS OR IXPOSED ON~.BUILDING E%fERIDR. RIGID CONDUR IN CONTACT WRH EARTH SHRLL BE 1/2 LAPPED
RAPPED WRH HUNTS WRM PROCESS N0. 3.
b. ELECTRICAL METAWC TUDING SHALL HAVE U.L LABEL FIRINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT
SHALL BE USED ONLY FOR I!RERIOR RUNS.
c. FLIXIBLE MLTAWC CONDUR SHALL HAVE U.L LISTED LIBEL AND MAY BE USED WHERE PERMITTED 8Y CODE.
FfT11NGS SHALL BE 'JAKE" OR 'SQUEEZE' TYPE, SEAL TIGHT FLIXIBLE CONDUR. ALL CONDUR SHALL HAVE FULL
SIZE GROUND WIRE
21. ALL ELECTRICAL EQUIPMENT SHALL BE LIBELED WITH PERMANENT ENGRAVED PUSTIC CARETS.
22. CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERNCE WRH POCKET COMMUNICATIONS AND LOCAL MUTY.
23. SHE ENTIRE .ELECTRICPL INSTALLATION SHALT. BE GROUNDED AS REQUIRED BY NEC AND ALL APPLICABLE CODES.
24. GROUNDING SYSTEM RESISTANCE SHALL NOT IXCEED 5 OHMS. IF THE RESISTANCE VALUE IS IXCEEDED, N071FY THE
OWNER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. CONRACTOA SHALL SUBMR
TO THE PROJECT MANAGER ALL TEST REPORTS AND ONE COMPLETE SET OF PRINTS SHOWING 'INSTALLED WORK'.
25. UPON COMPLLTION OF WORK, CONDUCT CONTINUITY, AND FALL OF POTENML GROUNDING TESTS FOR APPROVAL.
SUBMR TESL REPORTS TO PROJECT MANAGER. CLEAN PREMISES DF ALL DEBRIS RESULTING FROM WORK ANO LEAVE
WORK IN A COMPLETE AND UNDAMAGED CONDIRON.
26. ALL IXPOSED GROUND WIRES ROUTED ALONG THE SIDE OF EQUIPMENT SHELTERS OR ROUTED OVER CONCRETE
FOUNDATIONS OR OTHER IXISTING STRUCTURES SHALL BE INSTALLED IN PROPERLY ANCHORED 3/4'0 (MIN.) PVC
CONDOR.
27. CONTRACTOR SHALL NOi DISTURB IXISIING GROUNDING SYSTEM. ANf DAMAGE SHALL BE REPAIRED IMMEDMTELY AT NO
AOORIONAL COST.
2B. ALL INTERIOR CABLES ANO WIRING SHALL BE NEATLY ROUTED IN OVERHEAD LADDER RACK ANO FASTENED TO UDDER
RACK.
29. ALL GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARDS FROM POINT OF ORIGIN TO TERMINATION POIM (GROUND
BAR, GROUND RING, ETC.
30. GROUNDING CONDUCTORS SHALL. NOT REVERSE DIRECTION (E%CEPi HALO k BURIED GROUND RINGS). OTHER
EXCEPTIONS NEED TO BE APPROVED BY POCKET COMMUNICATIONS CONSTRUCTION MANAGER PRIOR TD INSTALUTION.
31. GROUNDING CONDUCTORS SHALL HAVE A MINIMUM BENDING RADIUS OF 9'.
32. ALL CONNECTIONS TO GROUND PULES SHALL BE CAD WELDED TO THE CENTER OF THE PUTE. ALL DETAILS SHOWING
CONNECTIONS TO GROUND RODS ARE AI50 VALID FOR SIMIUR CONNECTIONS TO GROUND PUTES.
6
COMMUNICATIONS
SAN ANTONIO, TX 78215
0 10/03/08 ISSUED FDR CONSTRUCTION
B 09/23/09 ISSUED FOR REVIEW
A. 08/29/09 ISSUED FOR REVIEW
AS SHOWN DESIGNED BY: ROM (DRAWN BY: HM
PPC
1"
0' LONG
i GROUND ROD
24" WIDE ICE BRIDGE
OVER EQUIPMENT
BTS 3231
~EgUIPMENT
CABINET
ELECTRICAL AND TELEPHONE GENERAL NOTES:
1. FOLLOWING COMPLETION OF WORK, PROVIDE OWNER WITH AS-BUILT
DRAWINGS SHOWING TELEPHONE AND ELECTRIC LOCATIONS.
2. WORN SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, NEC 20D5.
3. COORDINATE WRH UTILITY AND LOCAL ELECTRICAL INSPECTOR FOR FlNAL POWER
CONNECTION.
4. MLTIY WILL SUPPLY METER. COORDINATE WRH UTILRY FOR METER TYPE PND
IMERCONNECTION.
5. ALL IXISTING UNDERGROUND LINES ON SRE TO BE LOCATED PRIOR TO
~CDNSTRUC110N. CALL 1-888-DIG-SAFE PRIOR TO ~CDNSTRUCTION.
6. SEAL PLL SERJICE ENTRANCES IMO SHELTER FOLLOWING INSTALUTION.
7. SEE PAGE E02 FOR~GENERAL GROUNDING NOTES.
8. COORDINATE WRH LOCAL TELEPHONE COMPANY FOR PLL ROUTING AND DESIGN.
^ ~F~~~ OF MA~e
4 yr
O~4 C~X~m
g Fh=Li.5 I ~ ~Tn
v C#1nL ~ r Ft^
Plo.3:~66 ~ !t
~~, ,~.
~~Y.'~c~sT~~; ,~';
~SSt(,11~AI ~il"` J
4 L`/+/d'
FIALF SIZE PRINT
THIS DRAWING IS SCALEA9LE
AT.HALF THE NOTED SCALE
POCKET COMMUNICATIONS {
SAN ANTONIO, TX 78215 i
ELECTRICAL RISER DIAGRAM & BTS 3231 DETAIL
DEWBERRY ND. JOB N0. DRAWING NUMBER
50014749 5D014609' SPMA0052-E01
~~,
0 ~N
2
~~
r~'
0
4~
r--
~1I
BOND TD EXISTING
GROUND RING
(V.I.F.) y
I
1\~~
L_ _~
O
GROUNDING LEGEND
~ PROPOSED COPPER-CLAD STEEL
GROUND ROD. 5/8'0 MIN. AND to
ED3
10~ LONG, MIN. (TYP.-2)
PROVIDE ~2 AWG GROUND
g GROUND SPR-
AT BOTTOM OF
E03 MONOPOLE
LEAD FOR PROPOSED
I 1, ~ EQUIPMENT CABINET TO
\ PROPOSED GROUND BAR
i
~.
,,,~,-,,, GROUND BAR I
------- GROUND COPPER WIRE, SIZE AS NOTED
t MECHANICAL GROUND CONNECTION
® 5/8"X10 COPPER CLAD STEEL GROUND ROD
- ---.- EXOTHERMIC (CADWELL) CONNECTION
- - - EXISTING GROUND RING (V.I.F.)
BOND TO EXISTING
GROUND RING
(V.I.F.)
r
~'
1
O 0 ~ "'E%ISTING
199't TALL
MONOPOLE
NOTE;
1. GROUND PROPOSED METER PER N.E.C. STANDARDS.
GROUND PER
' N:EC. STANDARDS '
SCHEMATIC GROUNDING PLAN n
SCALE: N.T.S. I
Dewberry®
WESTHAMPTON ROAD
Dewbeny-Goodkind, Inc, SITE N0, SPMA0052
zeosuMMERST. WESTHAMPTON ROAD
1DTHFLOOR NORTHAMPTON, MA 01062
______._~_~_ -_---BOSTON; MA`D7210 _._~_„_ .___ .-__._._ __.__-._.__-_ ___-___
PHONE: fi17.895.3400
FAX:817.fiA5.3310
COMMUNICATIONS
~~~815 AVENUE"B"-`-
SAN ANTONIO, TX 76215
GROUNDING GENERAL NOTES
_.
1. ALL DOWN CONDUCTORS AND GROUND THE RING CONDUCTOR SHALL BE )f2 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 1B INCHES OR TO LEDGE. MINIMUM BEND RADIUS
SHAH BE B INCHES. CONDUCTOR SHALL 8E AT LEASE 24 INCHES FROM ANY
FOUNDATION, UNLESS OTHERWISE NOTED.
2. GROUND RODS SHALL BE 5/8' DIAMETER COPPER CLAD, HARGER, T&B, ERICO, GR
EQUIVALENT: 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
IXCEPTED.
3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION-TYPE,
CLAMPS OR SPLR-BOLT TYPE CONNECTORS SHALL BE USED..
4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD ~2 CONDUCTOR
AT'8" ABOVEGRADE OR FOUNDATION, WHICHEVER IS HIGHER. COLD-GALV AFTER.
EXOTHERMICALLY WELD OTHER END TO GROUNDRING.
5. INSTALL GROUNDING KRS AT ANTENNA CENTERLINE, AND TOWER ~EXR POINTS.
GROUND COAX LINES. EXOTHERMICALLY WELD ~2 DOWN CONDUCTOR TO PLATES, RUN
DOWN TOWER, AND TIE INTO GROUNDING SYSTEM.
6. ALL GROUNDING WORK SHALL COMPLY WITH POCKET COMMUNICATIONS CONSTRUCTION
WMRACT STANDARDS. FOLLOWING COMPLETION OF WORK, GROUND SYSTEM MUST BE
TESTED ANDSHALL HAVE A RESISTANCE OF 5 OHMSOR LESS SUBMR AN
INDEPENDENT "FALL POTENTIAL" TESTING REPORT.
7. ALL GROUNDING CONDUCTORS ON 'EXTERIOR WALL OF SHELTER SHALL BE INSTALLED
IN 3/4` SCH 40 PVC CONDUR TO 12" BELOW GRADE. ATTACH PYC WffH GALVANIZED
"C" CLAMPS.
0. CONTRACTOR SHALL HAND-DIG IN AREAS AROUND_EXISTING UTILffIES.
9: NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFICULTIES INSTAWNG
GROUNDING SYSTEM DUE TO SffE SOIL CONDITIONS.
10. GROUNDING RING IS SHOWN AS SCHEMATIC ONLY. IT IS DESIGNED WffHOUT BENEFR
OF RESISTNf1Y TESTING AND DOES NOT NECESSARILY REPRESENT A GROUNDING
SYSTEM TO MEET ANY SPECIFIC 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 EFFECTNE MEANS APPROVED BY NEC 20D5
AND~STRUCTURAL ENGINEER, AND BONDED 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 WfTH NEC 2005 REQUIREMENTS, ALL GROUNDING ELECTRODES
PRESENT ON SITE SHALL BE BONDED TOGETHER (REFERENCE 2DD5 NEC ARTICLE
250.50).
0 10/03/08 ISSUED FOR CONSTRUCTION ROM GHN PPB
8 09/23/08 ISSUED FOR REVIEW ROM GHN PPB
A 08/28/08 ISSUED FOR REVIEW ROM GHN PPB
AS SHOWN~DESIGNED BY: ROM~ORAWN BY: HM
~~ ~ C~' 3„
~g BRADFORD R. ~r1
g i~iLLS -I
° CPL ~
U
No. 339&6 /
HALF SIZE PRINT
THIS DRAWING IS SCALEABLE
AT HALF THE NOTED SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
SCHEMATIC GROUNDING PLAN
DEWBERRY N0. JOB N0. DRAWING NUMBER RI
50014749 50014809 SPMAD052-E02 I
~~, ~ ~~
~~
(j2 AWG SOLID TINNED
COPPER GROUND WIRE
FIN GRAOEI
z;z
90~
m
moo
N04
5/8"0x10"-0" LONG
(MIN) COPPER
CLAD GROUND ROD
N4IE:
1. FROST LINE TD BE VERIFlEO.
GROUND ROD ~
SCALE: N.T.S.
A
STAINLEE
STEEL HARDWAF
1/4'- UNC X 1/2" BOLT (C.U.) DOUBLE BOLT GROUND LUG 'GROUNDING
NUT & WASHERS (ttP.) CABLE
,f2 INSUUTED GREEN
STRANDED TAP (C.U.)
EQUIPMENT
CONNECTION TO EQUIPMENT DETAIL n
SCALE: N.T.S. L
VTI N A
DEMARCATION
SEAR WASHER (ttP.) y FUT WASHER (IYP.) PANEL
\\ 1/2'z1 1/2' HEX BOLT
NUf (TYP.) .
HOLE COPPER SAFETY METER SOCKET/MAIN
PRESSION TERMINAL DISCONNECT AT METER RACK
GROUNDBAR (BY COMRACTOR) AND INSTALL LONG
SHANK LOCK ON ARM TO PREVEM
EXPOSED BARE COPPER TO BE OF TAMPERING.
UND DAR ~GRDUNDING CABLE KEPT TD ABSOLUTE MINIMUM, NO
INSUTATIDN ALLOWED WRHIN THE
COMPRESSION TERMINAL (ttP.) ~2 SOLID TINNED COPPER
SECTION 'A-A' ~~CDNTINUDUS TD GROUND RING
NOTES:
1. DOUBLING UP OR STACKING OF CONNECTIONS IS NOT PERMDIED
2. O%IDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.
TYPICAL GROUND BAR
MECHANICAL CONNECTION DETAIL n
SCALE: N.T.S.
(6)
ANTENNA
OUTLINE
TYPICAL
o To MAST
ANTENNA
LEGEND:
1. INSULATED HARE TINNED COPPER GROUND BAR KR
WRH WALL BRACKETS, 1/4'x2'z10", ANOflEWS
GROUND BAR BUSS NIT OR APPROVED EQUAL
2. (2) INSUUTORS (INCLUDED)
3. (2) 1/2' LOCKWASHERS (INCLUDED)
4. (2) WALL MDUMING BRACKET (INCLUDED)
S. (2) 1/2-13 % 1" H.H.C.S. (INCLUDED)
6. (2) 1/2-13 X 7/B" N.H.C.S. (INCLUDED)
GROUND BAR PLATE (TYP.) n
SCALE: N.T.S.' J
~AMENNA GAOUND B4R
TOP OF MONOPOLE
SEE NOTE 1.
STANDARD GROUND NR (IYPY I}' I~- I `""
~[
=
n _/GROUND LUG
I
l
J
~~
1
-
SIZE 6 AWC STRANDED Cu -
l
~
ANTENNA GROUND BAR
BOTTOM OF MONOPOLE
WIRE WITH GREEN, 600V,
THWN INSUUTION (ttP) SEE NOTE 1.
COAX CABLE (ttP FOR ALL)~`II OTFiERMIC WELD
SIZE 2 AWG Cu
TD TRANSMISSION EQUIPMENT YIA~ SOLID BARE TINNED
TRAY OR ICEBRIDGE COPPEA WIRE
MONOPOLE FOUNDATION
( RE 2 AWG BCW SOLID
TINNED IXOTHERMIC WELD
TD MONOPOLE BPSE PUTE
l14TE2 ORNEN ROD
1. NUMBER OF GROUND BARS MAY VARf DEPENDING ON THE ttPE OF
MONOPOLE, AMENNA LOCATION AND CONNECTION ORIEMATIDN.
PROVIDE AS REQUIRED.
MONOPOLE GROUNDING 9
SCALE: N.LS.
k Dewberry®
Devuberry-Goodkind; Inc,
2806UMMER ST.
__
J - 7nrHFLaoR _
'
~~~
BO6TON, MR 02210
PHONE:817.d85.3400
FAX:677.685.3910
WESTHAMPTON ROAD
SITE N0, SPMA0052
WESTHAMPTON ROAD
~~ ___ ~.______NORTHAMP_TON,_MA_01062.._.
COAXIAL ~-- COAXIAL
JUMPER JUMPER
N2 AWG BCW
TD CIGBE (ttPJ
ELEVATION
GROUND LUG 70
TOWER
ANTENNA MOUNT
GROUNDING DETAIL
SCALE: N.T.S.
TO
COMMUNICATIONS
- v~~ - - ~ ~~815 AVENUE 'B'~
SAN ANTONIO, TX 78215
WEATHERPROOFlNG KR-
(SEE NOTE 3)
CABLE GROUND Kft
~'6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED TO
GROUND BAR) (SEE NOTE 1 & 2)
e
12' TO 24"
N
~:
1. DD NOT INSTALL CABLE GROUND KR AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE ANDREW SUREGROUND ttPE KIT
WRH TWO-HOLE LUG.
3. WEATHER PROOFlNG SHALL BE ANDREW TWD-PART TAPE
SUPPLIED WITH KIT. COLD SHRINK SHALL NOT BE USED.
CONNECTION OF CABLE GROUND
KIT TO ANTENNA CABLE DETAIL
SCALE: N.T.S. ~
D 10/03/08 ISSUED FOR CONSTRUCTION .RUM GnN rru
B 08/23/08 ISSUED FOR REVIEW ROMGHN PPB
A 08/28/08 ISSUED FOR REVIEW ROM GHN PPB
AS SHOWN DESIGNED BY: ROM I DRAWN BY: HM
CONNECT TO GROUND RING
V COPPERCLAD STEEL GROUND
RDD 5/8'0 x io'-0' LONG
1,-0'
METER SOCKET GROUNDING
SCALE: N.T.S.
TD PNTENNAS
WEATHERPROOFING
ANDREW SUREGROUND
COA% JUMPER (IYP.) ~ttPE KR (1YP.)
CONNECTOR ~
WEATHERPROOFING
KIT ~(TYP.)
ANTENNA CABLE-
TO BTS EQUIPMENT (ttPJ
f6 AWG
ANTENNA GROUND BAR,
BONDED DIRECTLY TD
TOP OF TOWER
CONNECTION OF GROUND WIRE
TO GROUNDING BAR DETAIL n
SCALE: N.T.S. ~ ~ O
~~ OP i~q
~~~ u~~~~
OFAGFGRG A. FG~~
~ LLB ~~~
° CI'AL n f '~
~ No. 339&6
~ ~ ~~~.
~'wk„ ' T~.,c~Z's~ t
1b,3~68
HALF SIZE PRINT
THIS DRAWING IS SCALEABLE
AT HALF THE NOTED SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
GROUNDING DETAILS
DEWBERRf_NO... JOB N0. DRAWING NUMBER RI
50014749 50014809 SPMAOD52-E03 I