39-060 Atwood Dr-WIRELESS Planning Board application~ ~ ~, ~. ~
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
Agent for Pocket Wireless
3 Brookside Drive
Sutton, MA 01590
508.868.0927
briars cr,kjkwireless.com
0 V
JAN 8 2009
CITY CLERKS OFFICE
NORTHAMPTON, MA 01060
~ ~~ ~ j Page 1 of 5
_ _ _ __ __
~,
,,, ' 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 10:06 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
Atwood Drive LLC
' * OwnerAddress
196 NO Pleasant St # 1G
* City
Amherst
* State
Massachusetts
* Zip Code
01002
Applicant First Name
Brian
* Applicant Last Name ',
r Allen
Business (if applicable):
r Agent for Pocket Witeless
G
* Applicant Street Address
3 Brookside Drive
* City
Sutton
* State
Massachusetts
* Zip Code
01590
* Phone
508.868.0927
* Email
„J ,.
brian@kjkwireless.com
* Assessors' Map(s) and Parcel ID(s)
39-060
* Parcel Deed Boolc and Page
5862 pg 1 G
* Work Location
22 Atwood Drive
* Post Office for property
Northampton 01060
* Zoning/Overlay Districts
GB(100)//WP
'~j Page 2 of 5
* What PERMITS or 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-T}pe 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 fox 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
35010.9,350 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 nor
The project does NOT create a new zoning violation
The project is NOT more detrimental to the neighborhood the
* Describe in detail how you meet the Finding Criteria
(~~ Page 3 of 5
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 axe 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 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 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
^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
~ _.,
Fage 4 of 5
~X MITIGATE and MINIMIZE traffic impacts
* How
Applicant is proposing a co-location on existing tower tlvs is an unmanned site
* Will the project
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
X^ AVOID OVERLOADING and MITIGATE Ciry resources
* How
this is an unmanned site, it will not require city services
* Will the project
X^ PROMOTE and NOT HARM City planning objectives
* How
Applicant is proposing colocation wick is in harmony with city objectives
* Will the project
^X Meet all zoning requirements
* How
applicant is proposing colocation on an existing tower the facility will comply with all zoning requirements
Which preferred methods of improved circulation axe used
Project minimi>es 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 facility 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 ANYWI IERE 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 for projects within 1/2 mile of downtown or Florence Center)
1/5/2009
r ~) Page 5 of 5
* 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 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 are otherwise mitigated (explain)
DPW has issued a stormwater permit fox the project
* I REQUEST a WAIVER from these Site Plan filing requirements (describe why below)
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(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~
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 deternvnation 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.
ht~t ://~~~~1v.northamptonma.gov/oud/Abutters%SFLists%SFOId°/~SFPenivts°/aSFHistoric%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:
j 1. You must app]y for all xelvent permits 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 Carol}>n Misch, Permt Manager/Senior Planner, Office of Planning and Development, for details.
1/5/2009
~ ~l
01 t ~
File # MP-2009-0050
~„'$
APPLICANT/CONTACT PERSON KJK WIRELESS ~ ~ ~ ~/
ADDRESS/PHONE 127 RIDGE RD (603) 821-1511 Q
PROPERTY LOCATION ATWOOD DR
MAP 39 PARCEL 060 001 ZONE GB(1002/WP
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
., , _ ,_, ,, ,.., , , ENCLOSED REQUIRED DATE
Building Permit Filled out
Fee Paid
T_ypeof Construction• ZPA -ADD 3 ANTENNAS & 6 COAX CABLES & CABINET
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 ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
Approved Additional permits required (see below)
PLANNING BOARD PERMIT REQUIRED UNDER : § ~'.~ ~ ~ ~~ ~~~~ ~-~,~~yy.-~-,•,
Intermediate ProjectSite Plan AND/OR Special Permit with Site Plan
Major Project: Site Plan AND/OR Special Permit with Site Plan
ZONING BOARD PERMIT REQUII2ED UNDER:
Finding Special Permit
Variance*
Received & Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW
Septic Approval Board of Health
Permit from Conservation Commission
Permit from Elm Street Commission
Well Water Potability Board of Health
~ ..
Signature o Building Official
Permit from CB Architecture Committee
Permit DPW Storm Water Management
,,--
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 of Health, Conservation Commission, Department
of public works and other applicable permit granting authorities.
Water Availability Sewer Availability
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of
Planning & Development for more information.
~~~ ~~
Systems
920 Candia Road
Manchester, NH 03109
(603) 657-9702
Northampton Town Hall
210 Main Street
Northampton, MA 01060
December 29, 2008
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 frequency emissions standards for Maximum
Permissible Exposure (MPE) as set forth in ANSI/IEEE Std. C95.3, ANSI/lEE Std. C95.1 and FCC
OET Bulletin 65 Edition 97-01.
/~G
C Squared Systems, LLC
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....SITE. ADDRESS:
TOWER OWNER:
CROWN SITE ID:
LATITUDE:
LONGITUDE:
ELEVATION:
JURISDICTION:
CURRENT USE:
PROPOSED USE:
UTI ITT S
POWER:
TELCO:
RF REVISION #:
RF REVISION DATE:
PROJE~~ ~~~ INFORMATION
ATWOOD DRIVE
_.
NORTHAMPTON, MA 01060
CROWN ATLANTIC COMPANY LLC. ,
4017 WASHINGTON ROAD
McMURRAY, PA 15317
800530
42' 18' 9.77" N (NAD 83)'
72' 37' 30.74".W (NAD 83)*
*PER CROWN CASTLE
180' (A.G.L.) TO ANTENNA C.L.
CITY OF NORTHAMPTON
TELECOMMUNICATIONS FACILITY
TELECOMMUNICATIONS FACILITY
NATIONAL GRID
VERIZON
RF REVISION DATE
(800) 322-3223
(800) 941-9900
DRAWING INDEX
SPMA0051-701 TITLE SHEET
.
SPMA0051-GO1 GENERAL NOTES & ANTENNA B.O.M.
SPMA0051-A01 PROPOSED SITE PLAN & ELEVATION ;
SPMA0051-Ctl1 CONSTRUCTION DETAILS
SPMA0051-E01 ELECTRICAL RISER DIAGRAM & BTS 3231 DETAIL
SPMA0051-E02 SCHEMATIC GROUNDING PLAN
SPMA0051-E03 GROUNDING DETAILS
N TAE: CONSTRUCTION ON THIS SITE CANNOT COMMENCE'UNTIL THE RESPECTIVE
DEPARTMENTS HAVE APPROVED AND SIGNED-THE DRAWINGS.
SITE ADDRESS:
SITE ID:
PK#:
METER:
AFTER HOURS:
SITE NUMBER: SPMA0051
SITE NAME: ATWOOD DRIVE
VICINITY MAP
APPLICABLE BUILDING CODES AND STANDARDS
DIRECTIONS: TAKE US-3 S INTO MASSACHUSETTS. TAKE RIGHT FORK ONTO 31-308-A TOWARD MARLBORO CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES
(I-495)/LAWRENCE/CHELMSFORD (RT=110}. TAKE EXIT X306/MARLBORO ONTO I-495 5, TAKE EXIT #22/MASS AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE
PIKE/BOSTON/ALBANY NY ONTO I-90 W TOWARD SPRINGFIELD/ALBANY. TAKE EXIT #4/SPRINGFIELD (US-5)/HOLYOKE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN 'EFFECT ON THE DATE OF CONTRACT
ONTO I-91 N TOWARD HOLYOKE. TAKE EXIT X18/NORTHAMPTON CENTER ONTO MT. TOM RD (US-5) TOWARD MT. AWARD SHALL GOVERN THE DESIGN.
TOM. TURN RIGHT ON ATWOOD DR. THE SITE WILL BE ON THE LEFT.
REV s ~i a.~ „ ' `B ~ ' ~ ~ 8,, BUILDING CODE:
sf ~, y MASSACHUSETTS STATE BUILDING CODE (780 CMR)
'. ~i ~,°~ ~ - °' °z
0 ,~ °A ~~ ~. ~ (T f,~ ~ ~
\ ~, :~ ELECTRICAL CODE:
gg AO MASSACHUSETTS ELECTRICAL CODE {527 CMR 12:00)
0 ~ ~ ~_
0 ~ ~ ~ ~'a ~~ "%!~ " [NATIONAL fIRE PROTECTION ASSOCIATION {NFPA) 70 - 2005, NATIONAL ELECTRICAL CODE,
0 F `~ ,i 1 ~''4 ~ e ~ _- .Hants-~ ,r LIGHTNING PROTECTION CODE:
0 ~5';~ '< ~sr ~:= ' ~, ;_ y4 ~ ~ ~ [NFPA 780 - 2005, LIGHTNING PROTECTION CODE]
0 N y 1~ R OyHa ~ '~, ' I
'~ `~o;: ~ ~~.k ~~ %? - ~ ' OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)
c~~m51~ ,~. ~~ ~ ~~
~ ~ ,d `r CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
~.y: f $_ a
,,-. ,. .
11 ; sireiecnnoN °.. l/ ¢ i AMERICAN CONCRETE INSTITUTE (ACQ 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
Mnaai Di
REAL ESTATE rb,m=~~a~,Maoic~2 - ~ ~ CONCRETE
RF ~ ~,, i
`~
wood ~ '
r
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD,
OPS/CONSTRUCTION `
fi
.~
$ NINTH EDITION
LEGAL/COMPLIANCE ~
~ TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS TOR STEEL
, ~
" ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
NET DESIGN. ~
~
~
G
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
'S'TRUCTURAL REVIEW ~
~`~ .-
', ~, ' I - TELECOMMUNICATIONS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING
CONTRACTOR SHALL OBTAIN AND VERIFY STRUCTURAL EVALUATION REPORT OF EXISTING TOWER AND EXACT
A = N ~ ~e -+ u"
s
i
?a ~~
I EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
SYSTEM.'
PLACEMENT OF ANTENNAS AND COAX CABLES AND. NOTIFY POCKET COMMUNICATIONS IN CASE OF ,
,~
F
~ q IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
DISCREPANCY. ANY STRUCTURAL MODIFICATIONS, IF REQUIRED SHALL BE DONE PRIOR TO INSTALLATION OF `
~~`~ EQUIPMENT
ANTENNAS. REFER TD CORRESPONDING SHOP DRAWINGS. _
~ ,:
~
~ y ,1 I IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
NO'T'ES` r
w ' "~ }~' ~~ ~ CIRCUITS (FOR LOCATION CATEGORY "C3" AND °HIGH SYSTEM EXPOSURE")
. 77
1!.
1 ~~
Bemu
f~ti
~~
ALL POCKET COMMUNICATIONS SAFETY PROCEDURES MUST BE ADHERED T0.
1 ~T
oC
P
1
o% ~~ ;
~ TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
.
2. ANTENNA SYSTEM SWEEP TESTING .SHALL BE TER LATEST POCKET COMMUNICATIONS DOCUMENTS. a r "
~ '''
~ COAXIAL CABLE CONNECTIONS
TELCORDIA GR-1503
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 ~ ~
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
DOCUMENT IS AT THE SOLE RISK OF THE USER. PROJECT INFORMATION
V FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING
,SCOPE OF WORK
BUT NOT LIMITED TO) 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
I
W
E
(INCLUDING TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE.bF PROVIDING PUBLIC CELLULAR SERVICE.
' T SHALL GOVERN
U
. .
REQUREMEN
SPECIFIC
THE
A SPECIFIC REQUIREMENT
AND
1. FURNISH AND INSTALL NEW CABINET SUPPORT STRUCTURE FOR TELECOMMUNICATIONS EQUIPMENT.
FURNISH AND INSTALL NEW COAX SUPPORT STRUCTURE
2
2. POCKET COMMUNICATIONS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED
IPMENT
CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR
.
.
3.' FURNISH. AND INSTALL NEW ELECTRICAL SERVICES WITH METER AND DISCONNECT. ONLY BY POCKET COMMUNICATIONS EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQU
CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY ' PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICT DR DISCREPANCIES TO THE
4. FURNISH AND INSTALL ALL UNDERGROUND UTILITIES.
' .
SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS EXEMPT FROM THE REQUIREMENTS CONSULTANT PRIOR TO CONSTRUCTION.
.
5. INSTALL NEW MOUNTS, ANTENNAS, CABLES, EfC.
6. .INSTALL TELECOMMUNICATIONS EQUIPMENT. OF THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B, SECTION 4.11.(5)(b).
~NOFI~
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. gss
~
P~
CONTACT INFORMATION ~
.a
'
C~' C
CONTACT CONTACT COMPANY PHONE N0.
ENGINEERING: GREG H. NAWROTZKI DEWBERRY (617) 695-340D 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
5. NO SOLID WASTE WILL BE GENERATED AT THiS LOCATION. ,ry
~
`S BRADFORD A, N
a MILLS~.~
HALF SIZE PRINT
THis DRAWINGiS SCALEABLE
SAC: ~ KEN KOZYRA KJK WIRELESS (603) 888-8974
POCKET COMMUNICATIONS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE
6 ~
v CIViL ~ AT HALF THE NOTED SCALE
CONST.:. PAT HEELAN PORTLAND CONSTRUCTION (207) 839-2076 .
TRIP PER MONTH AT ONE HOUR PER VISIT. N0.33966
q~
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9
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~
~ POCKET COMMUNICATIONS
®
~~ Dewberr A 5~~ N 6~ SAN ANTONIO, TX 78215
y ATWOOD DRIVE 0 11/D3/DS ISSUED FOR CONSTRUCTION RDM GHN PPB ,/
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ATWOOD D COMMUNICATIONS A D9/o2/oe VI
ISSUED FOR R ,~ DRAWING NUMBER RE
' 1aTH ROOq _ NORT.HAMPTON,_MP,....0~ O60 _ _ _
_
°...`.... ` ." _ ..... ~...
~
' N0 -DATE -... . - .REVISIONS... - .......... .BY _ _CHK ABR~D .. DEWBERRY N0. JOB N0. ~
BOSTON, MA an70
PHONE:611.695.3400 815 AVENUE
B
TX 78215
SAN ANTONIO .
SCALE: AS SHOWN DESIGNED BY: ROM DRAWN BY: SK 50014749 5D014808 SPMA0051-T01 C
PAZ;Sn.as5.aala ,
GENERAL CONSTRUCTION NOTES:
1.. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERA4 STATE, AND LOCAL CODES, AND
COMPLY WRH POCKET COMMUNICATIONS WIRELESS SPECIFICATIONS.
2. CONTRACTOR SHALL CDMACT DIG SAFE (1 BBB OIG SAFE 888-344-7233) FOR IDENTIFICATION OF
UNDERGROUND ImLRIES PRIOR TD BURT OF CONSTRUCTION.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS.
4. ALL DIMENSIONS T0, OF, AND ON IXISRNG BUILDINGS, ORANACE STRUCTURES, AND SfiE IMPROVEMENTS
SHALL BE VERIFIED IN FlELD BY CONTRACTOR W8H ALL DISCREPANCIES REPORTED TD THE ENGINEER.'
5. DO NOT CH4NGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
6. DETALS SHOWN ARE TYPICPI; SIMILAR DETAILS APPLY TO SIMIUR CONORIONS UNLESS OTHERWISE
NOTED.
7. THESE DRAWINGS DD NOT INCLUDE NECESSARf COMPONENTS FOR CONSTRUCTION SAFETY WHICH IS THE
SOLE RESPONSIBILRY OF THE CONTRACTOR.
B. CONTRACTOR SHALL BRACE STRUCTURES UMIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILNY ARE
INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LITERAL BRACING, ANCHOR BOLTS, ETC.
9. COMRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILfilES, GROUNDS DARNS, DRAN PIPES,
VENTS, ETC. BEFORE COMMENCING WORK.
1D. INCORRECTLY FABRICATED, DAMAGm, OR OTHERWISE MISFRTING DR NONCONFORMING MATERIALS OR
CONDRIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTNE ACTION. ANY
SUCH REMEDIAL ACTION SHALL AEDUIRE WRTTEN APPROVAL 8Y THE OWNER'S REPRESENTATN'E PRIOR
TO PROCEEDING.
11. EACH COMRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESEMATNE, AND COORDINATE HIS WORK
WRN THE WORK OF OTHERS.
12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED Bf CONSTRUCTION OF THIS PROJECT TO MATCH
EXISTING PRE-CONSBUCTION CONDRIONS TO THE SATISFACTION OF THE POCKET COMMUNICATIONS
CONSTRUCTION MANAGER.
13. ALL CABLE/CONDOR EMRY/IXR PORTS SHALL BE WEATHERPROOFED DURING INSTALUTION USING A~
SILICONE SFJJANT.
14. WHERE IXISTING CONDIRONS DO NOT MATCH THOSE SHOWN IN THIS PLN1 SET, COMRACTOR WILL
.NOTIFY ENGINEER, POCKET COMMUNICATIONS CONSTRUCTION MANAGER, AND UNDLORD IMMEDWTELY.
15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTDAS ARE PRONDED WITH A CURRENT SEf OF DRAWINGS
AND SPECIFICATIONS FOA THIS PROJECT.
16. COMRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY.
' 17. COMRACTOR SHALL COORDINATE WORN SCHEDULE WRH LANDLORD AND TAKE PRECAURONS TO MINIMIZE
IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILRY.
18. CONTRACTOR SHALL FURNISH POCKET COMMUNICATIONS WITH THREE AS-BUILT SETS OF DRAWINGS UPON
COMPLETN)N OF WORK.
19. AMENNAS AND CABLES ARE TYPICALLY PRONGED BY POCKET COMMUNICATIONS. PRIOR TO SUBMISSION
OF BID, CONTRACTOR SHALL COORDINATE WffH POCKET COMMUNICATIONS CONSTRUCTION MANAGER TO
DEEERMINE WHRT, IF ANY, ITEMS WILL BE PROVIDED BY PDCKEf.COMMUNICATIONS. ALL ITEMS NOT
PROVIDED Bi POCKET COMMUNICATIONS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR.
CONTRACTOR WILL INSTALL ALL REMS PRONDEO BY POCKET COMMUNICATIONS.
2D. PRIOR TD SUBMISSION OF BID, COMRACfOR WILL COORDINATE WRH POCKET COMMUNICATIONS
CONSTRUCTION MANAGER TO DETERMINE If ANY PERMRS WILL BE OBTAINED BY POCKET
COMMUNICATIONS. ALL REDUIRED PERMITS NOT OBTAINED BY POCNEf COMMUNICATIONS MUST BE
OBTANED, AND PAD FOR, BT THE CONTRACTOR. '
21. COMRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH POCKET COMMUNICATIONS
SPECIFICATIONS AND REQUIREMENTS.
22. CONTRACTOR SHALL SUBMR ALL SHOP DRAWINGS TO DEWBERRY FDR REWEW ANO APPROVAL PRIOR TD
FABRICATION.
23: UNLESS OTHERWISE NOTED POCKET COMMUNICATIONS.SHALL PAOWDE ALL REQUIRED RF MATERIAL FOR
COMRACTOR TD INSTALL INCLUDING ANTENNAS, TMA'S, BIAS-T'S, COMBINERS, PDU, DC BLOCKS, SURGE
ARRESTORS, GPS ANTENNA, GPS SURGE ARRESTOR, COAXIAL CABLE.
24. PRIOR TO SUBMISSION OF BID, CONRACTOR SHALL VERIFY ALL EQUIPMENT TO BE PROWDED BY
POCKET CDMMUNICATIDNS FOR INSTALUTION BY CONTRACTOR. '
25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFlCATIONS AND LOCATED
ACCORDING TD POCKET COMMUNICATIONS SPECIFICATIONS, AND AS SHOWN IN TNESE PLANS.
26. SEAL PENETRARONS THROUGH FlRE RAZED AREAS WITH UL LISTED D FIRE CODE APPROVED MATERIALS.
27. THE COMRACTOR SHALL SUPERJISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR
SHALL BE SOLEY AESPDNSIBLE FDR ALL, THE CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE
CONTRACT.
28. CONTRACTOR SHALL NOTIFY DEWBERRf A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE
OR BACKFILLING ANY UNDERGROUND UTILRIES, FOUNDATIONS OR SEALING ANY WALL, FLOOR OR ROOF
PENETRATIONS FOA ENGINEERING RENEW AND APPROVAL
~: ~
~,~
Dewberry®
ATWOOD DRIVE
Dewberry-Goodkind, Inc, SITE N0. SPMA0051
zeosuMMERSr. ATWDOD DRIVE
-------aoTHPLooR.---------. NORTHAMPTON; MA-01060
BOSTON, MA 02210 _ _
PHONE. 817.865.3400
FA%: 817.685.3310
STRUCTURAL STEEL NOTES
_ __.
1.. STRUCTURAL STEEL SHALL CONFORM TD• THE UTESTEDRION OF THE RISC "SPECIFICATION FOR THE DESIGN, FABRICATION ANO
~, ~ ERECTION .QF STRUCTURAL STEEL FDR BUILDINGS'.
2. ALCEXIERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPECIFlCATION ASTM A123 HOT-DIP GALVANIZED FlNISH
UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GRUTEST E%fENf POSSIBLE.
ALL DINGS, SCRAPES, MARS, AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED. REPAIR DAMAGED GALVANIZED COATINGS
ON GALVANIZED REMS WRH GPLVANIZED REPAIR PAM ACCORDING TO ASTM A7BO AND MANUFACTURER'S WRITTEN INSIRUCRONS,
PRIOR TO COMPLETION OF WORK. ,
3. DO NOT DA1LL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DEFAILED ON SFRUCTURAL DRAWINGS.
4. CONNECTIONS:
' o) ALL WELDING SHALL BEDONE USING E70X% ELECTRODES AND WEl01NG SHALL CONFORM TO ASC AND AWS D1.1. WHERE FlLLEf WELD
SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE RISC "MANUAL OF STEEL CONSTRUCTION" 9TH EDRION. AT
THE COMPLERDN OF WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPARED. R IS THE CONTRACTOR'S RESPONSIBILITY TO
PROVIDE BURNING/WELDING PEAMRS AS REQUIRED BY LOCAL GOVERNING AUTHORTIY, AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT
DETAIL FOR ANY WELDING ACTNRY.
. 6) BOLTED CONNECTIONS SHALL USE BEARING ttPE GALVANIZED ASTM A325 BOLTS (SIZE AS NOTED) AND SHALL HAVE MINIMUM OF iW0
BOLTS UNLESS NOTED OTHERWISE.
c) CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO RENEW AND APPROVAL BY ENGINEER.
5. WELDING SHALL MEET THE AMERICAN WELDING SOCIETY STRUCNRAL WELDING CODE-STEEL WELDING OPERATORS SHALL BE
- CERTIFIED Bi THE STANDARD gUAllFICATI0N5 AWS PROCEDURE FOR THE TYPE OF WELD REQUIRED.
,' • 6. SQUARE AND PLUMB THE STRUCTURE BEFORE TIGHTENING BOLTW CONNECTIONS OR WELDING ANY FlELD WELDED CONNECTIONS.
SEE ASC SPECIFICATIONS 7.11.3. '
PERMIT (STRUCTURAL NOTES:
1. STRUCNRAL ANALYSIS/POWER DESIGN DONE Bi OTHERS.
2. POCKET COMMUNCATIONS SHALL PROVDE A STRUCTURAL ANALYSIS OF THE?OWER PREPARED BY A LICENSED MASSACHUSLlTS
STRUCTURAL ,ENGINEER CERTIFYING THAT, THE f%ISTING TDWER~AND ANY REQUIRED IMPROVEMENTS AND REINFORCEMENTS HAVE
' SUFFICIENT CAPACRY TD SUPPORT ALL IXIS7ING AND•PROPOSED AMENNAS, SUPPORTS AND APPURTENANCES AND COMPLIES
WITH THE CURRENT MASSACHUSETTS STATE BUILDING CODE ANO EIA/TA CRRERIA THE CONERACTOR IS RESPONSIBLE TO
CONFIRM THAT ANY AND ALL IMPROVEMENTS AND REINFORCEMENTS REQUIRED DY THE STRUCTURAL ANALYSIS CERTIFICATION
... ARE PROPERLY INSTALLED PRIOR TO..THE ADDRION OF PNTENNAS, SUPPORTS AND APPURTENANCES PROPOSED ON THESE
' DRAWINGS~OR OTHERWISE NOIED.IN THE STRUCTURAL ANALYSIS.
ANTENNA AND COA%IAL,CABIE BILL OF MATERIALS
~ COA% CABLE ~~~AZIMUTH RAD COAXW. COAXIAL ELECTRICAL MECHANICAL
SECTOR STATUS COLOR CODE AMENNA FEED LDC (TRUE NORTH) CENTER CABLE LENGTH CABLE DOWMILT DOWN7ILT
ALPHA PROPOSED RED RFS
APXV18-2065175-C BOTTOM 5' 160' 2 ®200' (2) 1 5/8"
RFS SEE NOTE 2 0'
BETA PROPOSED BLUE RFS
APXV18-2065175-C BOTTOM 165' 160' 2 ® 200' (2) i 5/B"
RFS SEE NOTE 2 0'
GAMMA PROPOSED GREEN ~ RFS
AP%V18-2D6517S-C BOTTOM 270' 160' 2 0 2D0' (2) 1 5/8"
RFS SEE NOTE 2 0'
GPS ' PROPOSED - NTGBDIMA-GP.S - - - - - -
TOTAL 3 1200'
OUANTRY ~ ~ .
NOTES.
1. COAXIAL CABLE IS RFS LCF158-50JL.OR AS SUPPLIED.
2. REFER TO REDS ANTENNA SHEEP FOR FINAL TILT AND
AZIMUTHS.
ANTENNA AND COAXIAL CABLE B.O.M.
SCALE: N.T.S.
CONCRETE AND REINFORCING STEEL NOTES:
1. DESIGN AND CONSTRUCTION OF ALL CONCRETE-ELEMEMS SHALL CONFORM-TO-THE UTEST-EDRIONS
OF ALL APPLICABLE CODES INCLUDING: ACI 3D7 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FDR
BUILDINGS', AND ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'.
2. MI% DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND SUBMITTED TO ENGINEER PRIOR
TO PLACING CONCRETE.
3 ANDCHAVE A MNIMUMN28MDAYWCOMPRESSNE STAENGTHINOF 4000 PSIXUNLESS DIHERIWSE NOTED.MP
4. THE FOLLOWING MATERIALS SHALL BE USED:
PORTUND CEMEM: ASTM C-150, TYPE 1 OR 2
REINFORCEMENT: pSTM A-185, PUIN STEEL WELDED WIRE FABRIC
REINFORCEMENT BARS: pS1M A615,~GRADE 60, DEFORMED
NORMN. WEIGHT AGGREGATE: ASTM C-33
WATER: DRINKABLE
ADMIXTURES: NON-CHLORIDE COMAINING
5. MINIMUM CONCRETE COVER TOR REINFORCING STEEL. SHALL BE AS FOLLOWS '(UNLESS OTHERWISE
NOTED):
A. CONCRETE CAST AGANSf EARTH: 3'
B. ALL OTHER CONCRETE 2'
6. A 3/4' CHAMFER SHALL BE PADNDED AT ALL IXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH
ACI 301 SECTION 4.2.4, UNLESS NOTED OTHERWISE
7. INSTALUTION OF CONCRETE IXPANSIDN/WEDGE 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 PS SHOWN ON THE DRAWINGS. NO
REBAR SHN.L BE CUf WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRIWNG HOLES IN CONCRETE.
8. ADMI%NRES SHALL CONFORM TO THE APPROPRATE 0.5TM STANDARD AS REFERENCED IN ACI 301.
9. DO NDT WELD OR TACK WELD REINFORCING S1EEL
iD. ALL DOWELS, ANCHOR BOLTS, EMBEDDED S1EEL, ELECTRICAL CONDUITS, PIPE SLEEVES,GAOUNDS
AND ALL OTHER EMBEDDED REMS AND FORMED DEEALS SHALL BE IN PLACE BEFORE START OF
CONCRETE PLACEMENT.
11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
12. DO NOT PUCE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. .
13. DO NOT PLLOW REINFORCEMENT, CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING
AND BERING PERIOD, OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMEM.
14. FOR COLD-WEATHER ANO HOT-WEATHER CONCRETE PUCEMENf, CONFORM TO APPLICABLE ACI
CODES AND RECOMMENDATIONS. IN ERHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS,
EEC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM.
15. CONCREFE SHAH BE RUBBW TO A ROUGH GROUT flNISH. PROS SHPJl BE SEALED BY STEEL
TROWEL
16. UNLESS OTHERWISE NOTED:
A ALL REINFORCING S1EEL SHALL BE DEFORMED BATS CONFORMING TO ASTM A615,
GRADE 60.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1B5.
17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE COFTRACT
DRAWINGS OR !S ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING
STEEL SHALL BE SPLICED TD DEVELOP RS FULL TENSILE CAPACRY (CUSS A) IN ACCORDANCE WRH
ACI 318.
18. REINFORCING BAR DEVELOPMENT LENGTHS, AS COMPUTED IN ACCORDANCE W(ftl ACI 318, FORM THE
BA515 FOR BAR EMBEDMENT LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE DRAWINGS. APPLY
APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL, BAR SPACING, COVER AND THE LIKE.
19. DEEAILING OF REINFORCING STEEL SHALL CONFORM TO 'ACI MANUAL OF STANDARD PRACTICE FOR
DETALING REINFORCED CONCREEE STRUCTURES' (ACI 315).
20. ALL SUB CONSTRUCTION SHALL BE CP.ST MONOLRHICALLY WITHOUT HORIZONTAL CONSTRUCTION
JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS.
21. LOCATION OF ALL CONSTRUCTION JOIN15 ARE SUBJECT TO THE REQUIREMEMS DF THE COFffRACT
DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING
LOCATION OF DETALS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBMITTED WRH
REINFORCING STEEL PUCEMENi DRAWINGS. -
22. SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THEOVERIAP MEASURED BETWEEN
OUTERMOST CROSS WIRES OF EACH FABRIC SHEEP IS NOT LESS THAN THE SPACING OF THE CRO55
WIRE PLUS 2 INCHES, NOR LE55 THAN 8'.
23. BAR SUPPORTS SHALL BE ALL-GALVANIZED MEEAL WITH PLASTIC TIPS,
24. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PUCE TO PREVENT DISPIACEMEHIT BY
CONSTRUCTION TRAFFlC OR CONCRETE. TIE WIRE SHALL BE i6 GAUGE CONFORMING TO ASTM AB2.
25. SL4B ON GROUND
A COMPACT STRUCTURAL FILL TO 95R DENSELY AND THEN PUCE 6' GRAVEL BENEATH SUB.
B. PROVDE VAPOR BARRIER BENEATH SLAB ON GROUND.
atiP~~x Of fl~gs~c
y \.
~ BEppFdRD R. ~'
~ I,IIVI.LS .~
~ CiVlt ~'
v
~ ND. 336 Q ,
HALF SIZE PRINT
THIS DRAWING IS SCALEABLE
AT HALF THE NOTED SCALE
~, ~ A9 '~EG
~~ ~~~~
~ POCKET COMMUNICATIONS
1ST
; 4FF F,~~`
S SAN ANTONIO, TX 78215
0 11/03/08 ISSUED FOR CONSTRUCTION ROM GHN PPB ~Qhl .
~
~
v B o9/22/DB ISSUED FOR REVIEW ROM GHN PPB ,~~ t. GENERAL NOTES & ANTENNA B.O.M.
R REVIEW
F ROM GHN PPB ~
COMMUNICATIONS a 09/02/08 O
ISSUED l,~,b¢ DRAWING NUMBER
"
° '
` °~"""'~ -- .~.__ DEWBERRY N0. JOB_N0.
815 AVENUE 'B' N0. DATE REVISIONS BY CHX APP
D SPMA0051-G01
SAN ANTONIO,. TX 78215. SCALE: AS SHOWN DESIGNED BY: ROM DRAWN BY: SK 50014749 50D14808
N
i
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O
a
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SWING GATE E%ISTING 8' TALL
~ ~ PROPOSED 2 CHAIN LINK FENCE
\ / UTILfIY METER Epi WITH 3 STRANDS
OF BARBED WIRE
rX r X-X-X X-X - X--I
IX ------
EXISTING
TRANSFORMER
E%ISTING 12' WIDE
EXISTING) T R BANK
x ELECTRIC E%IS ING METE
HANDHOLE EXISTING
CSC
X
STEEL STAIRCASE
(NP.)
x
E%ISTING 11'-7"x40' VERIZON
WIRELESS EQUIPMENT SHELTER ON
12'-2"%4D'%5' CONCRETE BASE
l~ c ~y
I
ON
o I PROPOSED 6'X10'
1 I I II I I~i ceeE AREq
l ~L ~
k
E%ISTING 162'1 TALL
,F A.G.L. MONOPOLE
PI
/ GI
PROPOSED 6
24" WIDE C01
+ ICE BRIDGE
/ ~ (LENGTH=21'1)
EXISTING
+ ICE BRIDGE
(IYP.)
' EXISTING 11'-10"x28' Ai&T
EQUIPMENT SHELTER ON
x 12'X28'%5' CONCRETE BASE
X
x
~x x-~x~x__.X~X_~X
.. ~X~-~x~X~
3
A01 ~ ~ ..
w~ Dewberry®
Dewberry-Goodkind,lna
' 280 SUMMER 6T.'
_ 10TH FLOOR
EOSi0N7MA°OYL10--
PHONE:617.695.39W
FAX; 517.895,3310
PROPOSED SITE PLAN
SCALE: 1/8"=1'-D" I
_ 0' 4' B' 16'
ATWOOD DRIVE
SITE N0. SPMA0051
ATWDOD DRIVE
' NORTHAMPTON, MA D106D
y
~~
a
ON
w
y
AMENNA NOTES:
1. AZIMUTHS BASED ON APPROXIMATE TRUE NORTH
2. CONIfRACTOR TO VERIFY FlNAL AZIMUTHS PRIOR TO
AMENNA INSTALLATION.
ANTENNA ORIENTATION KEY n
SCALE: N.T.S. '
2
,,,,UND
TELCD k POWER C01
CONDUITS
S0. Fi.)
NOT
ES:
-2s'-1o 1/a"
1.
SOME.E%ISTING & PROPOSED INFORMATION NOT SHOWN FOR
-25'-0' 2. NORTH SHOWN AS APPRO%IMATE
3. ANTENNAS, MDUMS ~ COAX TO BE INSTALLED PER TOWER
MANUFACTURER RECOMMENDATIONS & TOWER ANALYSIS SPECIE
a
x SEE STRUCTURAL NOTE ON SHEET G-1.
C01
4.
TOWER ANALYSIS PREPARED BY GPD ASSOCIATES, DATED JULY
IOPOSED 3
~S AMENNA C01
5.
PLANS BASED ON OBSERVATIONS MADE DURING SITE VISfT BY
x DEWBERRY-GODDKIND INC., ON OB-15-OB.
6. ACCORDING TD FEDERAL EMERGENCY MANAGEMEM AGENCY MA
SfTE IS LOCATED IN AN AREA DESIGNATED AS ZONE 'A13, AN
100-YEAR FLOOD BOUNDARY, BASE FLOOD ELEVATIONS (123 I
X FLOOD HAZMD FACTORS DETERMINED ON APRIL 3, 1978, PER
COMMUNITY PANEL N0. 2501670002A, NORTHAMPTON, MA, EFf
APRIL 3, 1978.
x
X 7. PROPOSED EQUIPMENT CABINET TO BE 5' AG.L
E%ISTING 8' TALL
CHAIN LINK FENCE
~' x WITH 3 STRANDS
I OF BARBED WIRE
., x
--x~x
® ~I
• COMMUNICATIONS
"""-8"1b AVENUE""'B'-""~
SAN ANTONIO, TX 78215
EXISTING GRADE LEVEL
ELEV.= o'_o°t A.c.l-
0 11/D3/D8 ISSUED FOR CONSTRUCTION RDM GRN rre
B 09/22/08 ISSUED FOR REVIEW ROM GHN PPB
A 09/02/08 ISSUED FOR REVIEW ROM GHN PPB
AS SHOWN ~ DESIGNED B'C ROM ~ DRAWN BY: SH
~;~'~X C~ iVj~~ ~e~
/~.
g BRADFORD A.. m
MIiLS -H
v .. CIVIL ai
0 No.33966 / 1
TOP OF EXISTING MONOPOLE_
~- ELEV.= 162'-0't A.G.I.
H7,1.F SIZE PRINT
THIS DRAWING IS SCALEABLE
AT HALF THE NOTED SCALE
POCkEf COMMUNICATIONS i
SAN ANTONIO, TX 78215
PROPOSED SITE PLAN & ELEVATION
DEWBERRY ND. JOB N0.
50014749 50014BOE
ELEVATION
3 0' e' 1s' za'
SCALE: 3/32'=1'-0"
PPC B-LINEbcd SH-G4LV. 12D
CABINET CHANNEL (IYP: 5)(CUT TO LENGTH)
3/B" A307 U-BOLT
. _.. _.
24 WIDE ICE 0 (2 PER CHANNEL
BRIDGE OVER
EQUIPMEM
LLLLLL
LLLLLLLLLLLLLLLLLL, N
LLLLLLLLLLLL4 I ~
' LLLLLL~L~LLL I I n
LLLLLLLLIILL I
LLLLLL~LLLLI L-~--~ ry
LLLLLL L
3'0 SCH. 40 PL.rLN OUIPMEM
PIPE (CALV.) CABINET
2'-3 1/2"
~ PIPE CAP
' 24" WIDE ICE
BRIDGE OVER
EQUIPMENT
3"/ SCH. 40 BTS 3231
BIS 3231 EQUIPMEM
PIPE (GALV.) EDUIPMENT C481NET
CABINET
0
I
1 -5 3/4"
6"
B-ONE B26-SH-GREY. 120
CHANNEL (TYP.-5)
FINISHED GRADE ~ (CUT TO LENGTH)
ELEVATION SECTION
~ N EQUIPMENT MOUNT ~
i ~ SCALE: N.T.S.
w
~ PROPOSED fi'~70'
i LEASE ARFA~
o (60 S0. FT.)
rc
~ I I
1'-1D 1/4' I N I 1'-10 1/4"
PROPOSED PROPOSED Bf5 3231 1
EQUIPMEM MOUNT EQUIPMENT CABINET E01
C01 E01 I -- I -- ~
~// CE BRIDGE OVERIDE
I
1 __ EQUIPMENT
\ ~ 1'
~yyy
~ ~yy I ,
~~
~yy
2 PROPOSED PPC ~ ~~~~~~
E01 ~ _ _ J
PROPOSED 3
e P20PWIDE~ ~ e
C01 ICE BRIDGE GPS ANTENNA C01
NQTE:
1. PROPOSED EQUIPMEM CABINET SHALL BE ANCHORED AND
INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
2 PROPOSED EQUIPMEM CABINET TO BE 5' A.G.L
EQUIPMENT PLAN 4
SCALE: 1/2"=1'-D"
D' P 2' a'
Y~€ Dewberry®
Dewberry-Goodkind, Inc,
~.~ ~ 260SMMMER ST.
10SH_FLOON
BOSTON, MA 02210
PHONE:617.fi85,34W
FA%: 617.685.3310
24" WIDE ICE
BRIDGE OVER
EDUIPMENT
BRIDGE TOOTING
ATWOOD DRIVE
SITE N0. SPMA0051
., ATWOOD DRIVE
~= 2'-0't
MATCH' EXISTING'
MATERIAL N< GRADf
EXISTING GRADE
1=-
`WARNING TAPE
rc ,TRENCH
a
6d
COMPACT FILL
M ~~I II~IL COMPANYREQUREMENIS
UNIXCAVATED
RFS 2
7z' u
u
r C"
4" ,
_ LEAN SAND SURABLE FOR
4"0 SCH 40 TELCO CONDOR CONDUff BEDDING (SEE NOTE 4)
(W/20DIh MINIMUM PULL WIRE) ' ~ "
1 "d PVC
~~ ~ 12" MIN.
1. IF FREE OF ORGANIC•OR OTHER DELETERIOUS MATERIAL, EXCAVATED
MATERIAL M4Y BE USED FOR BACIfFlLL
2. IF NOT, PROWDE CLEAN, COMPACTIBLE MATERIL COMPACT IN 8" LIFTS.
REMOVE ANf URGE ROCKS PRIOR ;TO BACKFlLLING. COMRACTOR TO VERIFY
LOCATION OF IXISTINC U/G UTILBIES PRIOR TO DIGGING.
3. IF CURRENT AS-BUILT DRAWINGSARE NOT AVNLABLE COMRACTOR SHA1L
HAND DIC U/G TRENCHING. •
4. CONCRETE ENCASE CONDUC WHEN TRENCHING UNDER SfTE ACCESS ROAD. POST CAP (Tl'P.)~
JOINT SERVICE TRENCH BURIED CONDUITI
(ELECTRICITELEPHONE) n
SCAIE: N.T.S. Z
0
w
3
o:
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UtjO .
awl
E, E%IS-NG
S) MONOPOLE ~~~
w
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a
~ 6"
GPS ANTENNA
(P/N MGBOIMA)
3' ALUMINUM MAST, 1" O.D.
~EXOTHERMICACLYWELDED
CONNECTION (ttP.)
(CADWELD OR APPROVED
~ EOUPL)
3"0 MOUMING
POST
U-BOLTS 2"
a + 1'-0"
T ~2 AWG BTCW
1 7/B"~
GROUNDING
KR
NOTES:
GROUND BAR
1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF ATTACHED TO
SDURiERN SKY PND CANNOT HAYE BLOCWIGES i/2"d COPX CABLE MOUNDNG POST.
EXCEEDING 25R OF THE SURFACE AREA,OF A
HEMISPHERE AROUND THE GPS ANTENNA '
2. ALL GPS AMENN4 LOCATIONS MUST BE ABLE TO
RECENE CLE4R SIGNALS FROM A MINIMUM OF iN2 AWG BTCW
FOUR (4) S4TELLGES. VERIFY WRH HANDHELD GPS ,
BEFORE FINAL LOCATION OF GPS ANTENNA TO GROUND ROD
GPS ANTENNA 3
SCALE: N.T.S.
?4" WIDE SITE PRO ~ 24' WIDE SRE
GRIP-STRUT BRIDGE SRE PRO FOUR POST' pR0 GRIP-STRUT
CHANNEL (P/N GRS24) BRIDGE SUPPORT BRIDGE CHANNEL
BRACKET (P/N FP24) (P/N GRS24) POST CAP (TYPJ 3"4 POST
1 1/2"0 HOLE (TYP: 4)
i FOR 3/B"0 HILTI HIT RE
p'_i 1/¢" 500 EPOXY INJECTION ANCHOR
3"0 SCH. 40 WRH W 3 3/B" MIN. EMBED.
PIPE (GREY.) 0'-1 1/4'
IMOM ONCRETE) EM '
CHAMFER
_=`~'"8B I I a
gOrpo I Dc
~i-~-I'I ~! 1..1 I I l I?
=II~III I I ; I
RFS T-ARM ° '~ . I Iil
P/N 9169fiD a 1 1/2" MIN. I
(OR APPROVED EOVAL) ~ ~
RFS UNNERSAL RING
' ~ MOUM P/N 917010
(OR APPROVED EQUAL)
1'-0"
COMPACTED -
SUBGRADE
CONC
U ..
NDIE:
1. INSTALL MOUNT k ANTENNA PER STRUCTURAL ANALYSIS
& MANUFACTURER'S RECOMMENDATIONS.
SINGLE PIPE SUPPORT ARM FOR
THREE WIRELESS ANTENNAS
SCALE: N.TS.
~1
COMMUNICATIONS
- 815 AVENUE ~B~~
SAN AMONIO, TX 78215
03/DB ISSUED FOR CONSTRUCTION ROM GHN
22/08 ~ ISSUED FOR REVIEW ROM GHN
D2/OB ISSUED FOR REVIEW ROM GHN
4TE REVISIONS -BY- ~CHN
AS SHOWN DESIGNED BY: ROM DRAWN BY: SK
`~ C.L io
Y, - ~
0 0
PROPOSED UNNERSAL '
VERTICAL TRAPEZE KR ~I 3~
SITE PRO P/N 1/4 C.L
Vf12 (OR APPROVED PROPOSED
EQUAL) BASE PUTE~ 6"
cDNDRETE BASE PLATE OPTION
I I 8Y, ~ o-+'~, 4
I I :r>vDcO
u a: k;
I I I'll ~I! NOTES'
I I,_~.I,I1= 1. ICE BRIDGE SHALL BE SRE PRO GRIP STRUT BRIDGE CHANNEL {P/N: GRS24) OR
APPROVED EQUAL
I =III=
2. CABLE SUPPORT SHALL BE SRE PRO UNNERSAL VERTICAL TRAPEZE KR (P/N: VT12) OR
I APPROVED EQUAL
(6) ~4 VERTICAL BMS
U (EQUALLY SPACED) 3, ALL COMPDNEMS SHN.L 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 KTIS, HINGE NETS, EXTENSION KTfS, STIFFENERS, AND OTHER
(SPACED ®B" O.C.) MISCELUNEDUS HARDWARE SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED.
6. ICE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM BENDING RADIUS OF THE
CoaxIAL caBLE.
7. ICE BRIDGE COMPDNEMS SHOWN ARE SCHEMATIC, CONSULT NWJUFAC7URER fDR E%ACT
AND CURRENT SPECIFICATIONS.
ICE BRIDGE DETAIL 6
SCALE: N.TS.
~P~jH oP CASs
~~ 4~~
ti
f ~ BRADFORD A. N THH o WNGZIS 5~8
p ~I(-LS~i - AT HALf THE NOTED SCALE
U ~I~~ ~
t\ No. 33966 ~
A POCKET COMMUNICATIONS
•~O,~,AFG!$TE4t~\~~~~ SAN ANTONIO, TX 18215
PB ~S/ NA3,.'~, ~ CONSTRUCTION DETAILS
PB ~! ",q g~
P'D J G DEWBERRY N0. JOB N0. DRAWING NUMBER RE
50014749 50014808 SPMA0051-CD1 D
~ -- _
• _
ANTENNA JUMPERS
" BACK OF EQUIPMENT MOUNT FRONT OF EQUIPMENT MOUNT
EXISTiNC 6 cANC unuTY
METER RACK EXISTING BOOR,
120/240V AC, 10-3W ~ PROPOSED
' , . MAIN DISCONNECT 24" WIDE ICE BRIDGE PPC 24' WIDE ICE BRIDGE
T1/E1 UPPER AND ~ ~ ~ ~ " ' OVER EQUIPMENT
OVER EQUIPMENT
LOWER EMRY E%ISTING ,
PORTS CSC B7g J231 PROPOSED
~ Q ~ Q ~ EOUIPMEM EOUIPMEM
1' CONDOR ' ~ ~ .
PPC
~ CAEONET CABINET
COUPLER FITTING
REMOVE COVER TO
ACCESS GROUND
Q O O 0 PROPOSED POCKET
, . ~~ ~ ~ ~ COMMUNICATIONS UTILITY
TERMIT4AL
METER (COORDINATE WfTH
"
~ ~ ~ UTILRY COMPANY)
e Q ~ M 1' FLIXIBIE
CONDOR
1' FTE%IBLL
CONDOR EXISTING ~ PROPOSED 30A, 10,
CSC PAD 120/240V DISCONNECT
FROM S(fE
. ~ SAFETY GND - J III NIt~ ~ .. II~II~I II~I~1-~'
~ B IE'VI IaIAT ~~~~ ~T; a ~'
- „
~ III
200-240VAC I'I
J/4'X10' LONG
I
II COPPERGROUND ROD
I
1`' T1/E1 ENTRANCE CABLE Y
`CUSTOMER ALARMS 1 I
I 4' SCH 40 PYC ~ II
CONDOR W/ 3/6' J
\\ /
NYLON PULL ROPE LI
II
E MAIMAINING ROUTING REQUIREMENTS
~ ~ ~•
WHI -
/
.
_ _ _ _ _
L
1. SAFETY GROUND SHOULD BE THE SHORTEST DISTANCE _ _ _ _ _ _ _ _ _ _ _ _ = yy I _
I i
-i ~_ ,
2. TYPICAL CONDOR ROUTING SHOWN. INSTALL CONDOR PER SRE REOUIREMEMIS. ~ I'`
l
'
3. AICID CONDOR MAY BE USED IF REQUIRED. PVC /~
310, 1~tOG IN 1
~
~
\
~
i ~
BTS 3231 TYPICAL CELL SITE CABLING DETAIL \\_ -
z
~
~
SCALE N.T.S. ~ _ _
_ _
ELECTRICAL RISER DIAGRAM n
..
L
SCALE: N.T.S.
GENERAL ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHELL BE ODNE IN ACCORDANCE WRH ALL ODVERNING STATE, COUNTY ANO LOCAL CODES, D.S.HA, NEC 2005, NfPA X70, POCKET COMMUNICATK)NS, AND 20. CONDOR:
THE SPECIFlCATIDNS DETAILED IN THESE PLPlS.
RIGID CONDOR SHALLBE U.L UBEL GALVANRED ZINC COATW WRH ZINC INTERIOR ANO SHALL BE USED WHEN
P
2 SUBMfTTAL OF BID INDICATES CONRACTOR IS COGNIIAM OF ALL JOB SRE CONORIONS AND WORN TO BE PERFORMED UNDER THIS CONTRACT, .
INSTAUID IN OR UNDERCONCRETE SUBS, IN COMACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRf
ELECTRICAL AND TELEPHONE GENERAL NOTE
. wALts DR IXPOSED oN euILDINC ExrEAIOR. RlclD GDNDUR IN cDMACr wrrH EARTH sHaLL BE 1/z LAPPED
3.~ CONTRACTOR SHALL PERFORM ALL VERIFlCAiION, OBSERVATION, TESTS, ANO IXAMINATIDN WORK PRIOR TO THE ORDERING OFTHE ELECTRICAL EOUIPMEM AND THE ACNAL
CONTRACTOR SHALL ISSUE A WRA'IEN NOTICE OF All FINDINGS TO THE PROJECT MANAGER LISTING ALL MALFUNCTIONS, FAULTY EOUIPMEM, AND DISCREPPNCIES.
CONSTRUCTION RAPPm WRH HUNTS WRAP PROCESS N0. J.
b. ELECTRICAL METAWD NBING SHAH HAVE U.L UBEL FRRNGS SHALL BE GUND RING COMPRESSION TYPE. EMT
~
4 .
THESE PUNS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. CONRACTOR SHALL ENSURE THAT ACCESS TO EOUIPMEM IS MNMAINEO IN ACCORDANCE WRH SHALL BE USED ONLY FOR IMERIOR RUNS
a FLIXIBLE METAWC~CONDUfT SHPI.L HAVE LLL LISTED UBEL PND MAY BE USED WHERE PERMR'TEO BY CODE. 1. FOLLOWING COMPLETION Of WORK, PROVDE OWNER WTM AS-BUILT
DRAWINGS SHOWING TELEPHONE AND FJ.ECTRIC LOCATIONS.
. MANUFACTURER SPECIFlCATIONS AND ALL APPLICABLE CODES. FOTINGS SHALL BE JAKE" OR 'SQUEEZE' TYPE, SUL TIGM Fl.D(IBLE CONDOR. ALL CONDUIT SHALL HAVE FULL
SIZE GROUND WIRE ~ 2. WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, NEC 20D5.
5. COMRACTOR SHALL PROVDE PLL LIBOR, MATEAWS, INSURANCE, EOUIPMEM, INSTA1lATI0N, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FDA A COMPLETE AND PROPERLY
'
OPERATIVE SYSTEM, ENERGREO THROUGHOUT ANO A.S INDICATED ON DRAWINGS, AS SPECIFlED HEREIN AND/OR AS OTHERWISE REQUIRED. ,ST1A1.L BE LIBELED WfTH PERMANEM ENGRAVED PLASRC LABELS.
21. ALL ELECTRICAL EOUIPMENT 3. COORDINATE WRH UTILf1Y' AND LOCAL ELECTRICAL INSPECTOR FOR FlNAL POWER
6. ALL MATERIALS AND EOUIPMEM SHELL BE NEW ANO IN PERFECT CONDRION WHEN INSTALLED AND SHELL BE OF THE BEST GRADE ANO OF THE SAME MANUFACTURER 22. CONTRACTOR SH611 COORDINATE THE ELECTRICAL SERNCE WITH POCN(:1 COMMUNICATIONS AND LOCAL UTILITY. CONNECTION.
THROUGHOUT FOR EACH CUSS OR GROUP OF EOVIPMEM. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRRER'S UBORATDRY AND SHALL BEAR THE INSPECTION UBEL ^
THE ENTIRE ELECTRICAL INSTALUTION SHALL BE GROUNDED AS REQUIRED BY NEC AND ALL APPLICPBLL CODES.
23
4. UTILITY WILL SUPPLY METER. COORDINATE WfTH UTILITY. FOR METER TYPE ANO
'UC WHERE SUBJECT TO SUCH APPROVAL MATERWS SHALL MEET WITH APPROVAL OF ALL APPLICABLE STANDARDS ESTABLISHED Bi ANSI, NEMA, IEEE, ANO NFPA GOVERNING . INTERCONNECTION.
BODIES HAWNG JURISDICTION. MATEAIFIS SHALL BE MANUFACTURED.IN ACCORDANCE WRH PPPUCABLE STPNDARDS ESTABLISHED BY AN51, NEMA, ANO NBFU. ~
24. GROUNDING SYSTEM RESISTANCE SHALL NOT IXCEED 5 OHMS. IF THE RESISTANCE VALVE IS IXCEEDFD, NOTIFY THE
ALL IXISTING UNDERGROUND ONES ON SRE ?0 BE LOCATED PRWR 70
1. COMPLETE JOB SHALL BE GUARAMEED FOR A PERIOD OF ONE (1) YEAR AREA THE DALE OF JOB ACCEPTANCE BY OWNER. AM WORN, MATERIAL OR EOUIPMEM FOUND TO BE OWNER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTPNCE VALVE. COMAACiOR SHALL SUBMR
TO THE PROJECT MANAGER ALL TEST REPORTS AND ONE COMPLETE SET OF PRINTS SHOWING 'INSTALLED WORN'. 5.
CONSTRUCTION. 'CALL 1-BB6-DIG-SAFE PRIOR TO CONSTRUCTION.
FAULTY DURING TFIAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFlCATION, AT THE E%PFASE OF THE COMRACTOR.
' UPON COMPLETION OF WORK, CONDUCT CONTINUITY, ANO FALL OF POTEMUL GROUNDING TESTS FOR APPROVAL.
~ 25 6. SEPL ALL SERdCE ENTRANCES IMO SHELTER FOLLOWING INSTALUTION.
6. PULL WIRE OR ROPE.
A1L 'CONDOR ONLY (C.O.) INSTALLATIONS SHALL HAVE A 3/6 .
SUBMR TEST REPORTS i0 PROTECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE
9. CDMRACTOR SHALL PROVIDE POCNR COMMUNICATIONS MANAGER WRH ONE SET OF COMPLETE ELECTRICAL '!S INSTALLED' DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING WORK IN A COMPLETE AND UNDAMAGED CONORION.~ 7. SEE PAGE E02 fOR GENERAL GROUNDING NOTES.
ACTUAL DIMENSIONS, ROVDNGS, AND CIRCUITS.
26. ALL IXPOSED GROUND WIRES ROUTED ALONG THE SIDE OF EOUIPMEM SHELTERS OR ROUTED OVER CONCRETE
B. COORDINATE WRH LOCAL TELEPHONE COMPANY FOR ALL ROUTING AND DESIGN.
FOUNDATIONS OR DTHEA EXISTING STRUCTURES SHALL BE INSTALLED IN PROPERLY ANCHORED 3/4'0 (MIN.) PVC
10. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC SH4LL BE TURNED OVER TO OWNER AT JDB COMPLETION. CONDOR. I
11. POWER WIRE AND CABLE CONDUCTOPS SHAll BE COPPER x'12 AWG MINIMUM UNLESS SPECIFIC4LLY NOTED OTHERWISE ON DRAWINGS. CONDUCTORS X10 AWG AND SMM.LER SH41L 27. CONTRACTOR SHELL NOT DISTURB IXISTING GROUNDING SYSTEM. ANY DAMAGE SWdI. BE REPAIRED IMMEDATELY AT NO
I
BE SOLID. ~ ~ AODRIONAL COST.
12. ALL CONDUCTORS URGER THAN ;~10 AWG SNALL BE STRANDED COPPER WRH THWN 60DV INSUUTION, UNLESS NOTED OTHERWISE. 28. ALL IMERIDA CABLES AND WIRING SHALL BE NEATLY ROUTED IN OVERHEAD LADDER RACK AND FASTENED TO UDDER
13. A1L MATING SURFACES OF GROUND CONNECTIONS SHALL BE CLFANfiO SMOOTH AND COATED WIM AMID%IDAM PRIOR TO ATTACHMEM. RACK. '
29. ALL GROUNDING CONDUCTORS SHNl BE ROUTED DOWNWARDS FROM PRIM OF ORIGIN TD TERMINATION POIM (GROUND
14. A1L GROUND CONNECTIONS BELOW GRADE MUST BE IXOTHERMICALLY WELDED (GAO W0.D DR APPROVED EQUAL) BAR, GROUND RING, ETC.
15. ALL EXTERIOR GROUNDING CONDUCTORS SHALL BE ;(2 AWG SOLID TINNED BORE COPPER WIRE UNLESS NOTED OTHERWSE. (IXCEPT HALO & BURIED GROUND RINGS). OTHER
30, GROUNDING CONDUCTORS SHAT! NOT REVERSE DIRECTION
16. ALL CIRCUR BREAKERS, FUSES AND ELECTRICAL EOUIPMEM SHELL HAVE AN INTERRUPTING RATING NOT LESS THE MA%IMUM SHORT CIRCIIIf CURAEM TD WHICH THEY MAY BE -
EXCEPTIONS NEED TD BE APPROVED BY POCKET COMMUNICATIONS CONSTRUCTON MANAGER PRIOR TO INSTALUTION.
~
' q J _
'R ~F~Q
~
S
'SUBJECTED, AND A MINIMUM OF 10,OOD AEC. COORDINATE SHORT CIRCUR REgUTAEMENTS WRH LOCAL UTILITY COMPANY. .
31. GROUNDING CONDUCTORS SHALL HAVE A MINIMUM BENDING RADIUS OF 6 .
~
(GQ.
~
ETC., R
M PIPE RUNS
OR PENETRATIONS THROUGH THE FLOOR FOR CONWR RUNS
TO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES
O
ES
D ALL DETAILS SHOWING
TE ~
C
17. ,
,
,
RAWNG H
L
IN
IN
MUST BE CLEARLY UNOERSTDOD THAT TENDONS AND/DR REINFORCING STEEL WILL NOT BE DRILLED IMO, CUf OR DAMAGED UNDER ANY CIRCUMSTANCES. .
32. ALL CONNECTIONS TO.GROUND PLATES SHALL BE CAO WELDED TO THE CENTER OF 1HE PU
CONNECTIONS TO GROUND RODS ARE ALSO VALID FOR SIMILAR CONNECTIONS TO GROUND PATES. ,y
~ Q G ~ HALF SIZE PR[NT
BRADFORD A
MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EWIPMEM 1EA
THEREFORE
OR REINFORCING STEEL ARE NOT DEFlNRELY KNOWN AND
ND
F TE
DO
S - _~
. N
THIS DRAWING IS SCALEABLE
m
i6. ,
,
LOCATION O
N
N
A
/ -I
~' ~ MILLS
OTED SCALE
%-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR STEEL TENDONS. AT HALF THE N
~
19. ALL MATERIALS SHALL BE U.L LISTED. U CML y L
No. 33966
~
^
~ Dewberr
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~ F~ISTER~~ SAN ANTONIQ TX 18215
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ATWOQD DRIVE
Dewberry-Goodklnd, Inc, SITE N0. SPMA0051 0 11/03/DB ISSUED FOR CONSTRUCTION ROM GHN PPB
® B o9/22/oe ISSUED FOR REVIEW ROM GHN PPB ss! NF VD
~" ~~ ELECTRICAL RISER DIAGRAM &BTS 3231 DETAIL
2eosuMMERSr. ATWOOD DRIVE. COMMUNICATIONS A DS/02/08 ISSUED FOR REVIEW ROM GHN PPB
G NUMBER REV
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MAOt21o
BoSioN -
815 AVENUE 'B' NO; DATi" REVISIONS gy AP
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PHONE:617.695.3400
FAx:617.696.331o SAN ANTONIO, TX 78215 SCALE: AS SHOWN DESIGNED fBY: ROM DRAWN BY: SK 5D014749 50014808 SPMAOD51-E01
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Dewberry-GDOdkind, Inc,
280 SUMMER ST.
10TH FLOOR
BOSTON; MA Q7210
PHONE:817.898.3400
FA%:817,BB8.3310
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I.
~~ a EQUIPMENT I I
E03 GROUND BAR I
I I
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.BOND TO EXISTING I
GROUND RING
.. (V.I.F.) i
I ~V ';
II
1 PROPOSED COPPER-CIAO STEEL
E03 GROUND ROD. 5/B"9 MIN. AND
iD' LONG, MIN. (TYP.-2)
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ATWOOD~ DRIVE
SITE N0. SPMA0051
ATW000 DRIVE
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COMMUNICATIONS
815 AVENUE '8'~
SAN ANTONIO, TX 78215,.
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I PROWOE #2 AWG GROUND
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1JJJJJJJJ PROPOSED GROUND BAR
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- - ~ GROUND GPS ANTENNA
i
03/06 ISSUED FOR CONSTRUCTION ROM UnN
22/06 ISSUED FOR REVIEW ROM GHN
02/08 ISSUED FOR REVIEW ROM GHN
4TE°°- REVISIONS -BY .CHK
AS SHOWN DESIGNED BY: ROM DRAWN BY: SK
1 I
GROUNDING GENERAL NOTES
1. ALL ODWN CONDUCTORS AND~GROUNDTHE RING CONDUCTOR SHALL BE ~2 AWG,
SOLID, BARE, TINNED COPPER, UNLESS OTHERWISE NOTED. ALL CONNECTIONS i0
GROUND RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE AT A
MINIMUM DEPTH BELOW GRADE DF 18 INCHES OR TO LEDGE. MINIMUM BEND RADIUS
SHALL BE B INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY
FOUNDATION, UNLESS OTHERWISE NOTED.
2. GROUND RODS SHALL BE 5/6" DIAMETER COPPER CLAD, HARGER, T&B, ERICO, OR
EOUNALENi. TOP OF ROD SHALL BE A MINIMUM OF 16' BELOW GRADE. IF LEDGE IS
ENCOUNTERED, INSTALL GROUND ROD AT AN ANGLE. ELECTRICAL METER GROUND ROD
EXCEPTED.
3. WHERE MECHANICAL CONNECTIONS ARE SPECIFlED, BOLTED, COMPRESSION-TYPE,
CLAMPS OR SPLIT-BOLT ttPE CONNECTORS SHALL BE USED.
4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD ~2 CONDUCTOR
AT 6" ABOVE GRADE OR FOUNDATION, WHICHEVER 15 HIGHER. COLD-GALV AFTER.
EXOTHERMICALLY WELD OTHER-END TO GROUND RING.
5. INSTALL GROUNDING KRS AT AMENNA CENTERLINE, AND TOWER .E%R POINiS.
GROUND COAX LINES. EXOTHERMICALLY WELD ~2 DOWN CONDUCTOR TD PLATES, RUN
DOWN TOWER, AND TIE IMO GROUNDING SYSTEM.
6. ALL GROUNDING WORK SHALL COMPLY WRH POCKET COMMUNICATIONS CONSTRUCTION
CONTRACT STANDARDS. FOLLOWING COMPLETION OF WORK, GROUND SYSifM MUST BE
TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS SUBMR AN
INDEPENDEM "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 PVC WRH GALVANIZED
"C" CLAMPS.
B. CONTRACTOR SHALL HAND-DIG IN AREAS AROUND EXISTING URLRIES.
9. NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFlCULTIES INSTAWNG
GROUNDING SYSTEM DUE TO SRE SOIL CONDRIONS.
10. GROUNDING RING IS SHOWN AS SCHEMATIC ONLY. R IS DESIGNED WRHOUT BENEFR
OF RESISTNTTY 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 2005
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 COMRACTOR.)
12. IN ACCORDANCE WRH NEC 2005 REQUIREMENTS, ALL GROUNDING ELECTRODES
PRESENT ON STTE SHALL BE BONDED TOGETHER (REFERENCE 2005 NEC ARTICLE
250.50).
r
GROUNDING LEGEND
GROUND BAR
------- GROUND COPPER WIRE, SIZE AS NOTED
-F- MECHANICAL GROUND CONNECTION
® 5/B"X10' COPPER CLAD STEEL GROUND ROD
-~--.-- EXOTHERMIC (CADWELL) CONNECTION
- - - EXISTING GROUND RING {V.LF.)
~P~SH OF Mgss
o~ q~y
~ BRADFORD A. N HALF SIZE PRINT
~ MILL3 '~.{ THIS DRAWING IS SCALEABLE
U CIVIL y ~ AT HALF THE NOTED SCALE
No. 33966
`A~oc9FGl5TE'~~ ~~~ POCKET COMMUNICATIONS
FSS~ NA ~~ SAN ANTONIO, TX 78215
,""~
(~~ SCHEMATIC GROUNDING PLAN
9r 3 ~~ DEWBERRY NO. JOB N0. -DRAWING NUMBER RE
50014749 50014808 SPMA0051-E02
~2 AWG SOLID TINNED
COPPER GROUND WIRE
FINGRADE
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Igo
NO~
5/B'6x10~-0' LONG
(MIN) COPPER
CLAD GROUND ROD
NOTE:
1. 'FROST LINE TO BE VERIFIED.
GROUND ROD
SCALE: N.T.S.
(B)
I crcun,
1. INSULATED BARE TINNED COPPER GROUND BAR NR
WRH WAIL BRACKETS, 1/4'x2'x10", ANDREWS
GROUND B4R BU55 KR OR APPROVED EQUAL
2. (2) INSUUTORS (INCLUDED}
3. (2) 1/2' LOCKWASHERS (INCLUDED)
4. (2) WALL MOUNTING BRACKET (INCLUDED)
5. (2) 7/2-13 % 1' H.H.C.S. (INCLUDED)
6. (2) 1/2-73 X 7/B" H.H.C.S. (INCLUDED)
GROUND BAR PLATE (TYP.) n
SCALE: N.T.S. ~
~'~ Dewberry®
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Dewberry-Goodkind, Inc,
2805UMMER ST.
10TH FLOOR
BOSTONrMA°02210
PHCNE: B17.6B5.3900
FAX:817.~5.3310
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1/4'- UNC % 1/2' BOLT (C.U.) DOUBLE BOLT GROUND LUC .
NUf k WASHERS (ttP.)
~'2 INSULATED GREEN
STRANDEp TAP (C.U.)
EOUIPMEM
• • CONNECTION TO EQUIPMENT DETAIL n
SCALE N.T.S. ~ ~
ANTENNA
OUTLINE
ttPICAI
•TYPE GAR-TC
CLAMP - OR
CADWELD TO MAST
~-N2 AWG BCW
TO CIGBE (TYP.)
ELEY9TIDN
GROUND LUG TO
TOWER
• ANTENNA MOUNT
GROUNDING DETAIL 6
SCALE: N.T.S.
MONOPOLE ANTENNA GROUND BAR
TO AMENNA ~ TOP OF MONOPOLE
SEE NOTE 1.
STANDARD GROUND KR (TYP LUG
GROUND LUG
SIZE 6 AWG STRANDED Cu ANTENNA GROUND BAR
WIRE WITH GREEN, 600V, BOTTOM OF MONOPOLE
THWN INSULATION (TYP) SEE NOTE 1.
COAX CABLE (TYP FOR PLL)-\'Il SIZE 2E AWG CuLQ .
TO TRANSMISSION EQUIPMENT VIAL' SOLID BARE TINNED
TRAY OR ICEBRIDGE COPPER WIRE
MONOPOLE FOUNDATION
I IZE 2 AWG BCW SOLID
TINNED IXOTHERMIC WELD
TO MONOPOLE BASE PLATE
~~ DRNEN ROD
1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF
' MONOPOLE, AMENNA LOCATION AND CONNECTION ORIEI7TATION.
PROVIDE AS REQUIRED.
MONOPOLE GROUNDING 9
SCALE: N.T.S.
ATWOOD DRIVE
SITE N0. SPMA0051
ATWOOD DRIVE COMMUNICATIONS
NORTHAMPTON, MA 01060
BfS~AVENUE~''B
SAN ANTONIO, TX 78215
STAINLEx.
STEEL HARDWAF
GROUNDING
CABLE
12" TO 24'
N
AMENNA CABLE--I i
SAFEtt METER SOCKET/MNN
DISCONNECT AT METER RACK
SHANK OCK~ON)ARM T05PREVENTNG
OF TAMPERING.
SOLID TINNED COPPER
iNTINUOUS TO GROUND RING
TYPICAL GROUND BAR °^'~ I-G ~"'
MECHANICAL CONNECTION DETAIL ~ CONNECT TO GROUND RING
SCALE: N.T.S.
COPPERCIAD STEEL GROUND
_~~ ~~ ~ 1/2"x1 1/2' HIX BOLT
NUf (TYP.) ~~
HOLE COPPER
PRESSION TERMINAL
GROUND BAR
EXPOSED BARE COPPER TO BE
UND BAR GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO
INSULATION ALLOWED WRHIN THE
COMPRESSION IERMINAI (ttPJ
ELEVATION A SECTION 'A-A'
NOTES:
i. DOUBLING UP OR STACKING OF CONNECTIONS LS NOT PERMTI'fE0
2. OXIDE INHIBRING-COMPOUND TO 8E USED Ai ALL LOCATIONS.
WEATHERPROOFING KR
(SEE NOTE 3)
CABLE GROUND KIT
~'6 AWG STRANDED COPPER
GROUND WIRE (GROUNDED TO
GROUND BAR) (SEE NOTE 1 do 2)
NOTES:
1. DO NOT INSTALL CABLE GROUND KR~AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO.GROUND BAR.
2. GROUNDING KR SHALL BE ANDREW SUREGROUND TYPE KR
WffH TWO-HOLE LUG.
3. WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE
SUPPLIED WITH Kfi. COLD SHRINK SHALL NOT BE USED.
CONNECTION OF CABLE GROUND
KIT TO ANTENNA CABLE DETAIL n
SCALE N.T.S. ~
ROD 5/B'0 x 10'-0' LONG
i'-0' .
METER SOCKET GROUNDING
SCALE: N.T.S.
TENNA
S
i0 AN
Ij
N
~
/ `
WEATHERPROOFING
}.
KR (TYP
RX2 ~ T%7/RX1 .
ANDREW SUREGROUND
COAX JUMPER (IYP.) TYPE KR (ttP.)
CONNECTOR ~6 AWG
WEATHERPROOFING
KR (TYP.) ANTENNA GROUND BAR,
BONDED DIRECTLY T.0
TOP OF TOWER
ANTENNA CABLE
TO Bf5 EQUIPMENT (ttP.)
CONNECTION OF GROUND WIRE
TO GROUNDING BAR DETAIL n
SCALE: N.T.S. ~
03/D8 ISSUED FOR CONSTRUCTION ROM Gnrv
22/08 ISSUED FOR REVIEW ~ ROM1f GHN
02/OB ISSUED FOR REVIEW ROM GHN
4TE--•-• -- REVISIONS -BY~:.CHN
AS SHOWN ~ DESIGNED BY: ROM DRAWN 6Y: SK
_ Ta~/,"SN Of A9'gs
~~~. P~ a ~
~ BRADFORD R. ~~°
o. MILLS ~
~ CML ~
1 hlo, 3395&
~'a~0,~ FGISTEF~ ~~~~
~S 0 L'~'~
HALF SIZE PR[NT
THIS DRAWING IS SCALEABLE
AT HALF TFIE NDTEO SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
GROUNDING DETAILS
DEWBERRi N0. JOB N0. DRAWING NUMBER ~ R
50014749 50014808 SPMA0051-E03