8590_591 NORTH WEST ST. SITE PLAN 85go
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TAN OF AW" fax 14137989927 Nov 20 2008 12:5$pv P002/008
AGAWAMMANNINGBOARID
Form D
.A.pplicafion for Site Flan Approval
Please complete the following form and return it and 10 copies of the Ste Phin to:
Agawam Building Departtent
1000 Suffield Street
Agawam,MA,01001
1_ Name of Business 0 C le 4e T W V_ F-tous
Address &f AA AX y e�✓t U ,.. �C
.Telephone �tlr� Swe s�� Fax .� ..
2. Name of Applicant/Owner I'A C GA"
F
om.. -
AAddress �,
Telephone_ - / /C' ,F '' t�3
3. Name ofEngineer/Architect � p`.5
Address a z
Tel ephoneVk9jQ Fax_ RErJ:'
DES 1 a zoos
4_ Please give a brief description of the proposed Project: �� 3 � HD
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Revised 21107
41
KJK Wireless LLC
Iac" swumn
PAgent fvr Rocket Wireless
cket 485 Maple Street
Franldin, MA 02038
c. 508=954-1310
1\1E0 508-796-2606
December 3, 2008 D E C Z008
Agawam Town Hail h,
Planning Department PLAT
Dear Board Members
After speaking with Mr. Urbemarti it was determined that a Special Permit is not necessary for
the foilowing submission and therefore we request review by the Planning Board at this time.
I am writing you today on behalf of Pocket Wireless who is presently interested in expanding
their wireless cellular communication facilities within your community.
With headquarters in San Antonio,Texas, Pocket Wireless and its related entities have been in
the telecommunications industry for over 16 years. Pocket Wireless offers flat rate unlimited
use billing plans to provide customers with the market's lowest cost service, easy to understand
options, and certainty over their spending without having to sign up for long-term contracts
compared with other major national cellular carriers.
Presently in Texas, Pocket Wireless provides a broad coverage area that includes San Antonio,
Laredo, and the Rio Grande Valley, and is in the process of expanding that coverage to more
surrounding communities. Pocket has now expanded service into the New England area and is
in the process of building their network in the Springfield area.
Within the Town of Agawam Pocket Wireless is interests in co-locating at the following existing
telecommunication facility:
591 North West Street
At this facility Pocket Wireless would like to add a total of three antennas to the present existing
structure, along with base station radio equipment located at ground level.
The following documents have been included for your examination.
Form D
0 10 Sets of Plans
d
Should you require further information or have any questions or comments, please feel
free to contact me via any of the following:
Jaclyn Swenson
Agent for Pocket Wireless
KJK Wireless L LC
485 Maple Street
Franklin, MA 02038
c. 508=954-1310
F. 508-796-2606
iac ui kwirel m
Thank you in advance for your time and consideration..
l
Jaclyn Swenson
cc. Mike Wrabel,Superintendant of public Works
+ Ap""1l
PROJECT INFORMATION � ��,,,�� po�
SITE ADDRESS: 591 NORTH WEST STREET
SITE ADDRESS:
AGAWAM, MA 01030
TOWER OWNER: OMNIPOINT COMMUNICATIONS, INC. SITE 10:
4 SYLVAN WAY
PARSIPPANY, NJ 01054 PK#-.
f METER:
LATITUDE: 42' 05' 2.76" N (NOD 83)* pocket
LONGITUDE: 72• 42' 16.92" W (NAD 83)• COMMUNICATIONS AFTER HOURS:
*PER T—MOBILE
ELEVATION; 150' (A. TO ANTENNA C.L. A4�, 2 SITE NUMBER: S P M A0019
JURISDICTION: TOWN OFF AGAWAM
CURRENT USE: TELECOMMUNICATIONS FACILITY
PROPOSED USE: TELECOMMUNICATIONS FACILITY UTILITIES SITE NAME: 591 NORTH WEST STREET
POWER: WESTERN MASSACHUSETTS ELECTRIC (800) 286-2000
TELCO: VERIZON (800) 941-9900
RF REVISION DATE VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
DIRECTIONS:TAKE RT-3 S TO 1-495 5. TAKE EXIT 22 TO MERGE ONTO 1-90 W. TAKE EXIT 6 FOR 1-291 W CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL.. STATE, AND LOCAL CODES
RF REVISION #� TOWARD SPRINGFIELD. TURN LEFT AT 1-291 W. TAKE EXIT 1A TO MERGE ONTO 1-91 S TOWARD HARTFORD. TAKE
RF REVISION DATE: EXIT 7 FOR COLUMBUS AVE. TURN RIGHT AT BOLAND WAY. CONTINUE ON MEMORIAL BRIDGE. AT TRAFFIC CIRCLE, AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE
TAKE 2ND EXIT ONTO MEMORIAL AVE/RT-147. CONTINUE TO FOLLOW RT-147, TURN RIGHT ONTO RT-147/ EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT
SPRINGFIELD ST. MAKE SLIGHT RIGHT AT NORTH ST. CONTINUE ON N STREET EXIT. TURN RIGHT AT N WEST ST. THE AWARD SHALL GOVERN THE DESIGN.
DRAWING INDEX REV SITE ACCESS ROAD IS ON THE LEFT, POSTED FOR WWLP—TV. FOLLOW ROAD TO SITE AT THE TOP OF THE HILL. BUILDING CODE.,
SPMA0019—TO1 TITLE SHEET. O MASSACHUSETTS STATE BUILDING CODE (780 CMR)
SPMA0019—GO1 GENERAL NOTES do ANTENNA B.O.M. 0 " y�
SPMA0019—A01 ABUTTERS PLAN 0 � i ELECTRICAL CODE:
SPMA0019—A02 PROPOSED SITE PLAN do ELEVATION 0 ^ �� ' MASSACHUSETTS FIRE PROTECTION
ASSOCIATION
(527 CMR 12.00)
FCODE
x " �. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2005, NA170NAL ELECTRICAL CODE,
SPMA0019—COI CONSTRUCTION DETAILS O
SPMAD019—EOI ELECTRICAL RISER DIAGRAM & 8TS 3231 DETAIL. O r t' ' LIGHTNING PROTECTION CODE:
SPMADOI9—EO2 SCHEMATIC GROUNDING PLAN 0 NFPA 780 — 2005. LIGHTNING PROTECTION CODE
SPMA0019—EO3 GROUNDING DETAILS O �
OCCUPATIONAL SAFETY do HEALTH ADMINISTRATION (OSHA)
WQMl CONSTRUCTION ON THIS SITE CANNOT COMMENCE UNTIL THE RESPECTIVE f
DEPARTMENTS HAVE APPROVED AND SIGNED THE .DRAWINGS. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
w
REAL ESTATE ' - n � t AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
;
RF £� `�'� '�' '� �# �rl' � _' �` CONCRETE
OPS/CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD,
NINTH EDITION
LEG AL/COMPLIANCE �� �:� � '��" F ��
k x TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TA) 222—F, STRUCTURAL STANDARDS FOR STEEL
NET DESIGN a. „ , I ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
STRUCTURAL REVIEW TIA 607. COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
3 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 - EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
PLACEMENT OF ANTENNAS AND COAX CA8LE5 AND NOTIFY POCKET COMMUNICATIONS IN CASE OF A �
�,, a �"#�: .� :;� SYSTEM.
DISCREPANCY, ANY STRUCTURAL MODIFICATIONS, IF REQUIRED SHALL BE DONE PRIOR TO INSTALLATION OF
�xm3 IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
Q
ANTENNAS. REFER TO CORRESPONDING SHOP DRAWINGS. 3 € EQUIPMENT
: � � IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
NOTES CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE")
1. ALL POCKET COMMUNICATIONS SAFETY PROCEDURES MUST BE ADHERED TO_ A
2. ANTENNA SYSTEM SWEEP TESTING SHALL BE PER LATEST POCKET COMMUNICATIONS DOCUMENTS. TEECORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
�9
j S
3. THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC 517E AND ITS SITE CONDITIONS AND IS 1CORDIA GR-1503, COAXIAL CABLE CONNECTIONS
NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS
DOCUMENT IS AT THE SOLE RISK OF THE USER. 1., ANSI T1.311. FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION
SCOPE OF WORK PROJECT INFORMATION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING
(INCLUDING BUT NOT LIMITED TO) 1. THIS SITE IS UNMANNED AND IS RESTRICTED TO OUTDOOR EQUIPMENT, IT WLL BE USED FOR THE MATERIAL. METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS. THE MOST RESTRICTIVE
TRANSMISSION 'OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT
I. FURNISH AND INSTALL NEW CABINET SUPPORT STRUCTURE FOR TELECOMMUNICATIONS EQUIPMENT. AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
2. FURNISH AND INSTALL NEW COAX SUPPORT STRUCTURE. 2. POCKET COMMUNICATIONS CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED
3. FURNISH AND INSTALL NEW ELECTRICAL SERVICES WITH METER AND DISCONNECT. ONLY BY POCKET COMMUNICATIONS EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS A5 REQUIRED FOR
4. FURNISH AND INSTALL ALL UNDERGROUND UTILITIES. CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY PROPER EXECUTION OF PROJECT. REPORT ANY CONFLICT OR �E ,0 THE
5. INSTALL NEW MOUNTS, ANTENNAS, CABLES, ETC. SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS EXEMPT FROM THE REQUIREMENTS CONSULTANT PRIOR TO CONSTRUCTION.
6. INSTALL TELECOMMUNICATIONS.EQUIPMENT. OF THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B, SECTION 4.1 1.(5)(b).
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS, LOCATION.
CONTACT INFORMATION OF 1 1000NTACT 2pDa
CONTACT CQmPANY PHONE NO, 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
ENGINEERING. GREG H. NAWROTZKI DEWBERRY (617) 695-3400 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. YSAC: KEN KOZYRA KJK WIRELESS (603) 888-8974CONST.: PAT HEELAN PORTLAND CONSTRUCTION (207) 839-2076 6. POCKET COMMUNICATIONS MAINTENANCE CREW (TYPICALLY ONE PERSON} WlLL MAKE AN AVERAGE OF ONE - M $ �A%w
w AT kIAIP THE No1>:DDSCALE
TRIP PER MONTH AT ONE HOUR PER VISIT. U GO
10 ��-
DeWber • �► No.33986 pOCKEr COMMUNICATIONS
591 NORTH WEST STREET A SAN ANTONIO, TX 78215
hr— SITE NO.SPMA0019 O 110/21/tS ISSUED FOR CONMUUM ROM c►us Ips TITLE SHEET
0S�ST.• 591 NORTH WEST STREET Pocket
A 09/18/08 ISSUED FOR REVIEW ROM GHN PP8
iaTNBOSTON.MA amo AGAWAM, MA 01030
'
PHONE:elTm.slw _ 815 AVENUE 'B' D. DATE REVISIONS BY CHK APP'D to4140 DEweERRT ND. JOB ND. DRAWING NUMBER REV
PAx:mT•eosas�a SAN ANTONIO, TX 78215 101
sCAtE: As SHOWN DESIGNED BY. ROM DRAWN er: sK 50014749 50014775 SP 1 —T01
GENERAL CONSTRUCTION NOTES: STRUCTURAL STEEL NOTES CONCRETE AND REINFORCING STEEL NOTES:
I. AL♦S WOPoC SHALL CONFORM TO ALL CAIRRT9IT 1WPL]CABLE 1°EOEAUV,STATE.AND LOCAL CODES.UND 1. STRUCTURAL STEEL SHALL CONFORM To.THE LATEST EDITION OF THE AFSC"SPECIFICATION FOR THE DESIGN, FABRICATION Am 1. DESN" AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO IRE LATEST EDITIONS
DI]IMPLY WITH POCKET COMIMRJIIGATIONS WIRELESS SPECIFICATIONS. - ERECTION OF SERUCTURALSTEEL FOR BUILDINGS OF ALL APPLICABLE CODES INCLUDING: ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS',AND ACI 316 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'.
2. CONTRACTOR SHALL CONTACT DIG Sr 888 DIG SAFE BSB-344-7233) FOR IDENTIFICATION OF 2. ALL EkffR10R STEEL WORK SIWl BE GALVANIZED IN ACCORDANCE 11RH SPECIFICATION A5TM AI23 NOT-DIP CALYANCZED FINISH
UNDERGROUND UTILITIES PRIOR TO STARE OF CONSTRUCTION. - UNLESS OTHERWISE NOTED. GALVANQMIG SHALL BE PERFORMER AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE 2. MTX DESIGN SHALL BE APPROVED BY OWNER'S REP111IMTEATIVE AND SUBMITTED TO ENGINEER PRIOR
ALL DINGS. SCRAPES. MAWS.AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED. REPAIR OAMAGED GALVANIZED COATINGS TO PLACING CONCRETE
3. CONTRACTOR 6 RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. ON GALVANIZED ITEMS WITH GALVANIZED REPAIR PAINT ACCORDING TO AS11M A780 AND MANUFACTURER'S WRITTEN INSTRUCTIONS.
PRIOR TO COMPLETION OF WORK. 3. CONCRETE SHALL BE NORMAL WEIGHT; 6 N AIR ENTRAINED (+/- 1.5%) WITH A MAXIMUM 4'SLIM IP
4. ALL DIMENSIONS 10, OF.AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES.AND SITE IMPROVEMENTS . . - - AND HAVE A MINIMUM 26-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 3. DO NOT DRILL HOLES THROUDH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.
5 DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEM0M 4. CONNECTIONS: 4. THE� MATERIALS
SHALL BE USED:
RFANFOND EMENT' AMU C-150, TYPE 1 OR 2
6, DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIBLAR CONDETIONS UNLESS OTHERWISE a)ALL WELDING SHALL BE DONE USING E7OXX ELECTRODES AND WELDING SWIM.CONFORM TO A15G AND AWS 01.1. WHERE FILLET WELD AENIT BATES: ASTM A-165. PLAIN STEEL WELDED WIRE FABRIC
NOTED. - SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION"9T REINFORCE
H EDITION.AT NORMAL WME Tf AGGREGATE ASTM EFOR
AGM GRADE 60.DMED
BLE
7. .THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH i5 THE PROVIDE BTHE URNING/WELDING
OF WELDING. ALL DAM40E TO GALVANIZED COATING SHALL BE REPAIRED. IT 6 THE CONTRACTOR'S RESPONSIBILITY TO ASTM C-33
SOLE RESPONSIBILITY OF THE CONTRACTOR. DETAIL FOR ANY WELDING ACIMTY. REQUIRED HT LOCAL OOYERWNG AUTHORITY.AND REQUIRED SHUT FIVE FIRE DEPARTMENT DRINKABLE
KA
�' NON-CHLORIDE CONTAINING
b)BOLTED CONNECTIONS SHALT.USE EIEMBNNG TYPE GALYA74ZED ASTM A325 BOLTS(SIZE AS NOTED)MID 514AILL HAVE MINIMUM OF TWO 5, MINIMUM CONCRETE COVER FOR REINFORCING STEEL SNAIL BE AS FOLLOWS{UNLESS OTHERWISE
B. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE BOLTS UNLESS NOTED OTHERWISE. NOTED): -
INSTALLED.THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,ANCHOR BOLTS.ETC. a)CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO RENEW AND APPROVAL BY ENGINEER.
A. CONCRETE CAST AGAINST EARTH; 3
- 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EX6ING UTILITIES.GRONNIDS DRAMS, DRAIN PIPES. 5. WELDING SHALL MEET THE AMEWGN WELDING SOCIETY STRUCTURAL WELDING CODE-SMM WELDING OPERATORS SNA.L BE B.ALL OTHER CONCRETE. 2'
VENNT%Eft.BFORE DDMMEmCNN6 MOREL CERTIFIED EIY THE STANDARD OUAUFICATTOMS AWS PROCEDURE FOR THE TYPE OF WELD RMARED.
- 6. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH
10. INCORRECTLY FABRICATED. DAMAGED, OR OTHERWISE MISFTTING OR NONCONFORMING MATERIALS OR 6. SQUARE AND PLUMB THE STRUCTURE BEFORE TIGHTENING BOLTED CONNECTIONS OR WELDING ANY FIELD WELDED CONNECTIONS. ACI 301 SECTION 4.2.4, UNLESS MOTO OTHERWISE.
CONDITIONS SHWA BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SEE AIM SPECIFICATIONS 7.11.3.SUCH REMEDIAL ACTION CONCRETE _
H/WEDGC ANCHOR SHALL BE PER WIAFXMMFR'S WRITTEN
10 PROCEEDING, SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S REPR NE ESQ/TA1 PRIOR 7. INSTALLATION
RECOMMENDED�PROCEDURL THE ANCHOR BOLT. DOWEL.OR ROD SHALL CONFORM TO
NANUFACTVREIYS RECOMMENDATION fOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO
11. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE.AND COORDINATE HIS WORK .
- REPAIR SHALL 11E CUT 1MEHM0UT PRIOR ENGINEERING APPROVAL WHEN DRILLING Fi0LE5 IN CONCRETE
WITH THE WORK OF OTHERS. - 6. ADMDIL ES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI 301.
12. CONTRACTOR SHALL REPAIR ANY DAMAGE CIA=BY cDhwRUC110M OF THIS PROJECT TO ApTCN Q. DO NOT WELD OR TACK WELD REINFORCING STEEL.
EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SokIWACTNON OF THE POCKET COMMUNICTION6
CONSTRUCTION MANAOEIL 10. ALL DOWELS.ANCHOR BOLTS. EMBEDDED STEEL,ELECTRICAL COW.M PIPE SLEEVES, CAW"
ALL AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF
'3' uc SEALANT."��""" "PORTS SHALL BE WEATHERPROOFED°OFED°"EN'"G I"�`"N''T30N" A PERMIT/STRUCTURAL NOTES: CONCRETE PLACEMENT.
14. WHERE EXISTIND CONDITIONS DO HOT MATCH THOSE SHOWN IN THIS PLAIN SET. CONTRACTOR WILL - .
NOTIFY ENGINEER.R. POCKET COMMLINICLTIONS CONSTRUCTION MANAGER,AND LANDLORD IMMEDIATELY. 1• STRUCTURAL ANALYSIS/TOWER DE51GN DONE BY OTHERS. 11. o NOT PLACE
SHALL E COLD BENT WHENEVER BENDING R REQUIRED.
f2. DO NOT PLACE CONCRETE N WA717M, ICE. 0R ON FROZEN GROUND.
15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A-CURRENT SET OF DR RHOS 2. POCKET COMMUNCATiONS SHALL PROVIDE A STRUCTURAL ANALYSIS OF THE TOWER PREPARED BY A LICENSED MASSACNU6ETTS
AND SPECIFICATIONS FOR THIS PROJECT, STRUCTURAL ENGINEER CERTIFYING THVAI.THE EXISTING TOWER AND ANY REOWRED IMPROVEMENTS AND REINFORCEMENTS HAVE 13. DO HOT ALLOW REINFORCEMENT.CONCRETE OR SUBBASE TO FREEZE WRING CONCRETE CURING
SUFFlCiENT CAPACTY TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS.SUPPORTS AND APPURTENANCES AND OOMPLIES - AND SETTING PEWOD.OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT.
16. CONTRACTOR SHALL ROOM ALL RUBBISH AND DEBRIS FROM THE WE AT THE END OF-EACH DAY. WITH THE CURRENT MASSACHUSETTS STATE BUILDING CODE AND ETA/mA CRTERIAA THE CONTRACTOR IS RESPONSIBLE TO
CONFIRM THAT ANY AND ALL IMPROVEMENTS AND REINFORCEMENTS REGUIRED BY THE STRUCTURAL ANALYSIS CERTIFICATION 14. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT.CONFORM TO APPLICABLE ACI
77. CONTRACTOR SHALL COORDINATE WORK SCHEN LE WITH LANDLORD AND TAKE PRECAUHON5 TO MINIMIZE ARC
RA PROPERLY
imsT OTHERWISE D PRIOR NOTED To THE
THE ADDITION
I(1AN�L4% SUPPORTS AND APPURTENANCES PROPOSED ON THESE RECOMMENDATIONS,� pRp��FRESH CONCRETE MATERIALS
CONTAINING CHLORW_WEATHER FOR CN.0 SALTS.
. IMPACT AND OSRVPRON OF OTHER OCCUPANTS OF TIE FACILITY. ETC. SHALL
. MINIMUM.
15. CONCRETE SHALL Be RUBBED TO A ROUGH GROUT FINISH. PADS SHALL BE SEALED BY STEEL
18 CONTRACTOR SHALL FURNISH POCKET COMMUNIJG10N5 MITI THREE AS-NIUILT SETS OF DRAWINGS UPON TROWEL.
COMPLETIONN OF wow -
1I. ANTENNAS AND CABLES ARE TYPICALLY PROVIDED EIY POCKET COMMUNICATIONS. PRIOR TO SUBAISSiON
16. UNLESS OTHERWISE NNOTM
OF END.CONTRACTOR SHALL L COORDINATE WITH POCKET COMMUNICATIONS CONSTRUCTION MANAGER TO -
DETERMINE WHAT, IF ANY. ITEMS WILL BE PROVIDED BY POCKET COMMUNICATIONS. ALL ITEMS NOT A ALL REINFOROW STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615.
PROVIDED BY POCKET COMMUNICATIONS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR, GRADE 60.
CONTRACTOR WN1 INSTALL ALL ITEMS PROVIDED BY POCKET COMMUNrAT"S
• B. WELDED WIRE FABRIC SHALL CONFORM! TO ASTM A165.
20. PRIOR TO SUBMISSION OF BID. CONTRACTOR WILL COORDINATE WITH POCKET COMMLW A11GN5
CONSTRUCTION MANAGER TO DETERMINE MF ANY PERMITS WILL BE OBTAINED BY POCKET 17. SPLICING OF REINFORCEMENT S PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT'
COMMUNICATIONS. ALL. REQUIRED PERMITS NOT OBTAINED BY POCKET COMMUNICATIONS MUST BE DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED RENFOtCND
STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY(CLASS A) IN AO ORDE WITH
OBTAINED.AND PAS.FOR. BY THE CONTRACTOR. ANC
AMC` 31B.
21. CONTRACTOR SHALL NSIALL ALL SITE SIGIUOE NN ACCORDANCE wrym POCKET CGMMIINICJ.110N5. ANTENNA AND COAXIAL CABLE BILL OF MATERIALS 16. REINFORCING BAIT DEVELOPMENT LEINGIFHS.AS COMPUTED IN ACCORDANCE 1FrtrI AIM SiB. FORM THE
SPECIFICATIONS ARID REQUIREMENTS, _. -
22. CONTRACTOR SFWJ: SUBMIT ALL SHOP DRAWINGS TO DEWBERRY FTXt lefvEW AND APPROVAL PRIOR 10 SECTOR STATUS COLOR CODE ANTENNA COAX CABLE AZIMUTH RAD COAXIAL COIAXUI. ELECTRIC& MECHANICAL BASS FOR R MODWrAMm UG EMBEDMENT LENGTHS FOR
BAR SPLICED LENGTHS SHOWN IN THE HE LIKE. APPLY
FABRICATION. FEED LOC (TRUE NORTH) CENTER CABLE LENGTH CABLE DOWNTILT DAWNTILT '� FACTORS FOR TOP STEEL.13AR SPACING,COAMETt AND THE LOGE.
19. DL7ALM
�23. UNLESS OTHERWISE NOTED POCKET COMMUNICATIONSPAI
SHALL PROVIDS ALL REWIRED RF MATERIAL FOR ALPHA P TIED RFS BOTTOM 7C 15W 2 O 200' (2) 11 5/8" DET LING REwfORCED CONCRETE STRUCTURES' I REINFORCING STEEL SHALL CONFORM TO 13I MANUAL OF STANDARD PRACTICE FOR
CONTRACTOR TO INSTALL, INCLUDING ANTENNAS.TMA'S. BAILS-M COMBINERS, IOU,DC BLOCKS. SURGE APXVIB-206517S-C � SEE NOTE 2 0'
ARRESTORS„GPS ANTENWL OPS SURGE ARRESTOR, COAXIAL CABLE 20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOUTICALLY WITHOUT HORIZONTAL CONSTRUCTION
24. PRIOR TO SUBMISSION OF BID. CONTRACTOR SHALL VERIFY ALL E:DUIPLIENT 1b BE PRONGED BY BETA BLUE APYN18-2065173-C RFS BOTTOM 175' 15O' 2 O 200' (2)R15/6' SEE NOTE 2 0' JOINS. UNLESS SHOWN N THE CONTRACT DRAWINGS.
FS
POCKET COMMUNICATIONS FOR INSTALLATION BY CONTRACTOR... - 21, LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT
GAMMA GREEN RFS BOTTOM 31S 150� 2 O 200' (2) f 5/B" DOCUMENTS. CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHORING
2S. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANU'ACTIIRER'$SPfdFNJA1IDHLS AMID LOCATED APOCVtd-206S175-C SEE NOTE 2 C LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINS SH ALL BE SUBMITTED WITH
ACCORDING TO POCKET COMMUNICATIONS SPECIFICATIONS,AND.AS SHOWN IN THESE PLANS. REINFORCING STEEL PLACEMENT ORAIYNNDS.
26. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED D FIRE CODE APPNOWED MATERIALS. OPS PROPOS NTMIMA-CPS - - _ _ - 22, SPLICES Of wwF,AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN
OUTERMOST CROSS WIRES OF EACH FABRIC SHEET 6 NOT LESS THAN THE SPACING OF THE CROSS
27. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR WIRE PLATS 2 INCHES, NOR LESS THAN 6",
SHALL BE SOIEY RESPONSIBLE FOR ALL THE CONSTRUCTION MEAN& METHODS,TECFIIOUM TOTAL 3._ 120D' 23. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS.
SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL.PORTIONS OF THE WORK TINDER TENT OUANTlTY
. CONTRACT. - -SHALL BE SECURELY_
2B. CONTRACTOR SNAIL NOTIFY DEWBERRY A MINIMUM OF 48 NIOURS IN ADVANCE OF POURING CONCRETE 24. ��TRAFFIC OR CONCRETE.TIE WIRE SHALL BE 16 GAUGE IN PI.ACE TO PREVENT�ASTM A62.
OR BACKFILLING ANY UNDERGROUND UTILITIES. FOUNDATIONS OR SEAUNP ANY WAIL,FLOOR OR ROOF
PEWETRAILONS FOR EMGNEERNC RENEW AND APPROVAL - 25. SLAB ON GROUND
1. COAXIAL CABLE IS OFS LCF15B-50IL OR AS SUPPLED. A OWACT STRUCTURAL FILL TO BSfi DENSITY AND THEN PLACE B"GRAVEL BENEATH SUAB
2. REFER TO RIGS ANTENNA SHEET FOR FOUL TILT NO
AZINNTIIS. B PROVIDE VAPOR BARKER BENEATH SLAB ON Gyl01RND.
ANTENNA AND COAXIAL CABLE B"O.M__�
SUAIE N.T.S.
7A
OF
HALF SIZE PRINT
BRADFORD A. � � THIS DRAWING IS SCA LEABLE
MLLS AT HALF THE NOTED SCALE
Y.2 CART. v,
W.33%6 POCKET COMMUNICAMNS
Dewberry 591 NORTH WEST STREET Sw ANTONKX Tx 78215
C18NE�/-(�ipOt�Wd,W- SITE NO,S A0019 INC ket o 10/21/08 ISSUED FOR CONSTTRUCTM ROM OHN PPB A '
I1H�ST. 591 NORTH LATEST STREET p COMMUNICATIONS A 09/18/GB NssLJED FOR REVIEW ROM GAIN PPB GENERAL NOTES !�C ANTENNA E.O.M.
�Tm MA a1Q AGAWAM. MA 01030
PHONE:M 7.6/B.SNGO -815 AVENUE '8' MD. DATE REV9ww BY CHBG APP'D A,I,y¢ DEWBERRY No, JOB NO. DRAWING NUMBER IREVI
FAIL417ANNIM10 _ SAN ANTONIO, TX 78215
AS gNpWH OE510NM Or Roy QRAWN BY. SN 50014749 50014775 SPMA00I9-GOT 0
PARCEL ID: -
8R-4-,F
PARCEL 11). ` OvwwtA Pl
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'PARCEL _ 0
BR-4-16 --
PARCEL IN � \PARCEL IN
/, B,W„ r �� ~`-�-� - \ C1411
PARCEL Ill.
i PARCEL Bk
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•PARCEL PARCEL IN
W} I �_+ - 1_ C1413 .
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PARCEL PARCEL 81418 jPARtEi
PARCEL l� 81419 ID:
We PARCEL ID:
EXI Ij C,A19
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ACCESS ORATE I � � i - _ C1415
MARTE APPItox
I I 814114 /
A02SM LOCAWN `10:``
PARCEL I +
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/PARCEL IN: r 4�`� + _PBa1 PARCH ID:
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8R-8 i f
PARCEL A 3 PROPERTY SEIBAM
PARCEL 000'
C1374 '
LOCUS PROPERTY LM .
-^^••--- EXISTING PROPERTY LINE -
.....i 300' PROPERTY SETBACK -
—•—•—•—•—•—•— TOWN LINE
EXIS W ROADWAY ABUTTERS PLAN ,
SCALE:I-2110'-0•
PAFCEt.01 XX,00t
EXISTING BUILDING _ 0' 200' 400'
)1l�
1. PLOT PLAN BASED ON ASSE;ROWS IMPS OF THE TOWN OF
AGVNAII AND OF THE CITY OF NESTFN3JL
2. SOME PROPOSED AND OWING MFORMATION NOT SHOWN FOR
CIARRY.
3. NORTH ARROW SHOWN AS APPRORWM E. -
4. DOSTING COYPOIIHO SHOWN AS APPROtIAMTE. � �N aF MASs4
cyG A. HALF SIZE PRINT
� BRAI?FORI? �,
MILLS
TTNS DRAINING 1S SCJILEABLE
CI�AL 0 AT HALF T„E NOTED WALE
No.33M
Dewber P°`KEr COMMU ATIONS
591 NORTH WEST STREET A SAN Arrrorlro. fx 7$215
DB,1NuBTTy4od1drid,Irr- SITE NO.SPMA0019 ocket 0 10/21/08 ISSUED FOR OONSTRUCTM ROTE cm Pm l ABUTTERS PLAN
4 I FL9WER$T. - 591-NORTH WEST STREET P COMMUMCATIONS A 09/18/08 ISSUED FOR REVIEW ROM GM PM fb x +ag
1MIDN,M AGAWAM, MA 01030
BatITLTN•AM oala DATE REVISIONS BY CNK APP'0 DEWBERRY NO. ice.No. DRAINING NUMBER REW
PIfa+E:etreoW.a�ao 815 AVENUE 'B'
FAX:w?.aM.$M0 $AN ANTONIO, 1X 78215 AS SHOWN OESK:NtD BY: ROM BRAWN BY: SK 50014749 50014775 SPMA0019-A01 0
TOP OF EXISTING MONOPOLE
• - JELEV.- 180'-0:I A.G.L.
' K - C.L. OF %ISTINC ANTENNAS
ELEV.- 180--Gst AGL
EXISTING ANTENNAS
1 4 PROPOSED 4 n n _C.L.�OF E%ISTING ANTENNAS
. C01 C01 EOUIFWNENT MOUNTMOM+ `+` C01 PROP49fD POT ELEV.- 160'-0 7 A.GL.
t S CKE COMMUNICATIONS cot cot ANTENNA(I/SECTOR)
+r ` ROPOSEA elrS 3231 + ' (ryp•-3) _C.L- Of fFOPOSEk.8ffLl4tLAS
EQUIPMENT CABINET' c01 Eat VLEV.- 15W-O t A.G.L.
PROPOM / J 3'_3.
Col CPS + //
\ + PROPOSED 6'x10'
Exlsr,Nc MONOPOLE // \ LEASE AREA
(6u So. FT.)
FOUNDATION '
EXISTING 180'i TALL ' \
MONOPOLE + J
ICfEXISTING
BRIDGE // J +
/
EXISTING +/ � J PROPOSED 24'WIDE
FUEL CABINErS ON CONCRETE PAD /// �/ + ICE BRIDE COl
ti (TOTAL LENfiTN.T1'*) >>S
EXISANC 12' WIDE iL /
SWING GATE / +
EXISTING
CABINETS ON
CONCRETE PAD
PROPOSEDUNDERGROUND
TEU:
r01 °corPOWs
+/ / EoDU
u�+ENT AT&T //
1. AZIMUT14S BASED ON APPRox6MuaE TRUE NORTH
2. CONTRACTOR TO VERIFY FINAL AZAIIUTHS PRIOR T4
ANTENNA INSTALLATION.
+� \ ` / // /+ ANTENNA ORIENTATION KEY
+
\ / + � SCALE:N,T.S.
EXISTING METER BANK \ / +
k
2
E01 S' TALL
UTUM METER +\ / Extsn
CCH NNL K FENCE _
�\ WITH 3 STRANDS
+` /+ OF BARBED WIRE
PROPOSED
CPSPROPOSED
AN7TJINA CDT
PROPOSED SITE PLAN 2`'WEE '
SCALE.3116-1-0 1 PROPOSED RCS 3231
. - EQUIPMENT CARNET CO1 E01
O' i' 6• 12' � - EXISTING AT&T
EQUIPMENT SHELTER
1>�
1. SOYA EXISTING PROPOSED NFORMATION NOT SHOWN FOR CLARITY.
2. MOM SHOWN AS APPRDXU%TE. EXISTING METER BANK
EXISTING 8' TALI.
3. ANTENNAS, MOt NTs & CDAX TO BE INSTALLED PER TOWER E01 UTILITY MEHR WITH 3USTRANDS E
MANUFACTURER RECOMMENDATIONS &TOWER ANNALYSIS SPECFI ATIONS.
SEE STRUCTURAL NOTE ON SHEET 0-1. OF BARBED WIRE
4. TOWER DESIGN DRAWTINGS PREPARED 9V ENGINEERED ENOEAMDRSQ-110
INCORPORATED, DATED 0E-22-97.5 PLANS BASED ON REV. 2 CONSTRUCTION DRAWINGS. DATED OY
PREPARED By uRS GRAINER FOR OmNwaNT COmmIL"CAT&G, RAY. 2 EXISTING GRADE ZHOFMAgS
CONSTRUCTION DRAWINGS, DATED D6-IS-00. PREPARED BY CLOUCK �--€LEV.- 0-0 t A.G.L. s,�cy,
HARBOUR NW ASSOCIATES. LLP., FOR AT&T WIRELESS• AND OBSERVATIONS V
MADE DURING SITE v151T RT DEWBERRY-GOOMW INC. ON 06-27-OB. ELEVATION
6. TOWWR STRUCTURAL ANALYSIS REPORT AND TOWER roDFICATION SCALE:a/3z�r-O- 2 g�pDFORD A. HALF SIZE PR[NT
DRAWINGS PREPARED BY GPD ASSOCIATES, DATED OCTOM 14. 200& 0 6. t6' 24• O MIL.LS THISoRoRmNNG srsr�
C(V Lca ATNo.33956POCKU�
NICAMNS
Dewberry• ■. �, sAN MTON10�TX78215
591 NORTHWEST STREET o
Dewberry-0oOdkiTld,Inc. SITE NO.SPMAOCI$ P O 1D/2t/oe ram FOR CONSTRUCTION ROM r,HN PIPS PROPOSED SITE PLAN d� ELEVATION
cket
2 6U sT. 591 NORTH WEST STREET COMMUNfCATIONS A 09/16/O6 ISSUED FOR REVIEW RON CHN PPS /b•t f•O
9oBTON,MA mill AGAWAM, ILIA 01030 DATE REVISIONS BY CHK APP'DDRAWING NUMBER REV
PHONE s alms 815 AVENUE V SOd1 DEWBERRY9 5�14775
5AN ANTONIO, TX 78215 • AS SHOW DESIGNED BY: ROM DRAWN BY: SLT SPMAO019--A02 O
• B-LINE 626 SH-GALY.120
2'-0't EXISTING GRADE GP5 ANTENNA
CABfCET GIIAIiEi(�-^5)(CUT TO ) - (P/N NTGBD,WI)
D
$4'WIDE ICE 31W ASO? U-BOLT EXOTHERMICALLY AMELpED
BRIDGE OVER (2 PER CHANNEL)
—I 'IT CONNECTION (TYP.)
EQUIPMENT MATCH EXISTING I (CAUAW OR APPROVED
MATERIAL kk GRADE ' E(UAL)
! I
WARNNIG TAPE 3Y MOUNTING
n 3•ALUMINUM MAST, 1'O.D. POST
x
a
- TRENCH -
PIPE (GALY.) PL EQUIP M •m (b X) O FALL U--BOLTS
CABINET M I COMPANY REQUOtEMI R AS PER UTILTTY 2
2'-3 1/2• I-
PIPE CAP B C 24'WW RIDGE OVER
4'-0' (TYP•) EQUIPMENT 111- /2 AWG BTCW
ZC WIDE ICE UNEXC@VATED 1 7/e"
BRIDGE OVER
EQUIPMENT -
_ OROUN094
- CABINET KIT
It I GROUND BAR
4- - - ATTACHED TO
310 SCH. BIS 323
PIPE (GALV.) 3231 EQUIPMENT CONOUf BEDO NGG (SEE NOTE 4) � 1/2*CQVf CABLE MOUNTING POST.
EQUIPMENT CABINET 4'*SCH 40 TELCO CONDUIT
" CABINET (W/2001G MINIMUM PULL WIRE) .1. LOCATION OF ANTENNA MUST HAVE N1ENt MEAT OF
1's PVC SOUTF1ETb'N SKY AND CANNOT HAVE BLOCKAGE'S
12" MIN. EMISPNNEERE252 AROUND THE ANTENNOF THE SURFACE AMA A /2 AWG B1CW
_ 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO TO GROUND ROD
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL• EXCAVATED RECEIVE CLEAR SIGNALS FROM A MINIMUM OF
6' MATERIAL MAY BE USED FOR BACKFY.L FOk�i (4}}SATF1111E5.VERIFY WDH HANDFIEIA GPS
BRIDGE FOORNG iFINAL LOCATION OF CF'S ANTENNA.2 RDRK�E` COMPACTIBLEIOR TO BACKFILLINOL � GPS ANTENNA 3
LINE 926-SH-{r1Lv. ,xD LOCATION OF EXISTING u/c UTILITIES E5 PR TO DIGdNG.
scALE TO vemy NSS
FINISHED GRADE (tom TO LENGTH) 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL
HAND ING U/G TRENCHING. 24'WADE SITE PRO 24'WIDE SIZE
ELEVATION SECTION GRIP-STRur BRIocE SITE PRO PowSUPPORT P°6T PRO GRIP-STRlrr
4. CONCRETE MAW CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAM POST CAP�• CHANNEL(P/N GR524) BRIDGE SUPPORT 13NDGE CHANNEL
BRACKET(P/N FP24) (P/N GRS24) CAP MID.)
EQUIPMENT MOUNT �1 JOINT SERVICE TRENCH BURIED CONDUIT 3"F'0
N 1/2•0 HOLE(TYP.-4)
a-.(ELECTRICITELEPHONE) 2 O'—, 1/4' FOR Soo 3 MI RE
t INJECTION AW-44DR
2 PROPOSED SCALE: N.T.S. 3'►SCH. 40 WITH W 3 3/8•MIN. EMBED.
CD1 E01 EQUIPMENT MOUNT PIPE(GALV•) 0'-1 1/4'
PROPOSED BTS 3231 1 I3- MIN. EMBEDMENT
NTO CONCRETE)
� / \ EDUIPYEINT CABINET E01 RFS CHIN MOUNT 916"4. 2 ~ (OR N aAPP D EQUQ ° n
��.L n
PRDPosED PPC
;D PROFO5E0 U11IN7CSA4
i VERTICAL TRAPEZE NOR !^--�3
CPROPOSED-\ �
\� 1' HAAM SITE POD P/N I/4 C.L
EI112OR APPROVED 6•
_--PROPOSED 6'I110' 6 FINISH GRADE
`. .' •� AREA
LEASE AR I i ea,,, a I I • .„ $ BASE PLATE OPTION
(60 So. Fr.) [nD4 I I CJtoo I I00 0CP
PROPOSED
C01 GPS ANTENNA
1?-ICI-III t I
� 7. ICE BRMDOE SHALL BE SITE PRO GRIP STRUT BRIDGE CHANNEL(P/N: OR524)OR
I�1 s= I I - APPROVED EQUAL
PROPOSED 24'WIDE /- f f i I 2. CABLE SUPPORT SHALL BE SITE PRO UN UM41.VERTICAL TRAPEZE KIT (P/N;VT12) OR
\ ICE
EQUIPMENT OHER 1 , 2' MIN, I I I E APPROVED Ef)UAL.
(._E V % (EEQUALLY SPACED
- 3. ALL COMPONENTS SHMl BE INSTALLED AflCORDIIG 7O YANUFACTURFR'S SPECIFIGAAIONS.
\\ E)nSTIRG MONOPOLE ^ 4. CONTRACTOR SHALL DE'TEINNE REQUIRED QUANTITY OF ALL ICE BRIDGE COMPONENTS.
AND OTHER
PROPasm \ / COWACTED (SPACED�O.Ca MISCfI-1NIEOUS WIROWARE SILL �PROVIDED CXTENSION ONTRACTOR AS
24'WIDE
ICE KAM COT \IN � suBCRADE 6. ICE OR" SHALL BE ROUTED 10 ACCOMMODATE THE MINIMUM BENDING RADIUS OF THE
COAXIAL CABLE
V cowml
7. ICE BRIDGE COIIPONENIS SMIDWN ARE SCIIfMIATIC, CONSULT MANUFACTURER FOR EXACT
. - MID CURRENT 5PECIFICADOIV,S.
1. INSTALL MOUNT NI:ANTENNA PER StR"'"IMIL ANALYSSICE BRIDGE DETAIL
1. PROPOSED EQUIPMENT CABINET SMALL BE ANCHORED#MD Nk MANUFACRfRER'S RECOMMENDATIONS,
_ SCALE N.T.S. O
IMALLEO PER MANUFACTURER'S SPECFICATIDML
EQUIPMENT PLAN RI=S TRI-SECTOR CHAIN MOUNT KIT k,�1h O �
T Ass9
SCALE. 1/2-.1•�• 4 FOR THREE WIRELESS ANTENNAS PRINT
$ �y� HALF 512E PT
W 1' 2' 41 SCALE:N.T.S. g gDFORD A. T HALF HE IS SCALEABLE
OTED SCALE
C5 MILLS Cl-4
U CA& �
No. POCKET COMMUNICATIONS
Dewberry• SAN ANTONO, TX 78215
591 NORTH WEST STREET packetpeyy�y-Good�.Im SITE NO.SPMAD019 0 10/21/00 Ms = FOR COMFM=ION ROM CHINPPB CONSTRUCTION DETAILS
aw SUMMER Fr. 591 .NORTH WEST STREET COMMUNICATIONS A 00/18/08 MA 01030
1 ISSUED FOR REVIEW ROM:OHM PPB
810K MI
B0BtOFL IN MOO AGAWAM, GATE REVISIONS BY OWc APW D /d"l'�� DEWBERRY NO. .MOB NO. DRAWING FR7M�R RE1l
PHQNE:NN7.aW,S4OO 1 815 AVENUE 'B� '
FAX:enewlmlo SAN ANTONIO, TX 78215 • AS SHOWN majED HY: RDM DRAWN BY: 51c 50014749 SM14775 SPMAM19-001 0
AKFUM JUMPERS .
EXISTING SODA, 120/240V Ac BACK OF EQUIPMENT MOUNT FRONT OF EQUIPMENT MOUNT -
10-3W MAIN DISCONNECT PROPOSED 30& 10
EXISTING 12D/240V DISCONNECT
EXISnND UTILITY HOF'FMAN BOX ON PROPOSED POCKET
METER RACK BACK OF RACK COMMUNICATIONS URLl11'
METER {COORDINATE WITH 24"WIDE ICE RIODGE P
T1/E1 UPPER AND UDUTY COMPANY) OVER EOUIPMENT PPC 2DVER DE ICE BRIE
KT
LOWER ENTRY .
PORTS _ 323 PPC 3231
in E�0H11PMEM 1" F'LE70BLE EQUIPMENT _
y O CABINET
CONDUIT CmNET
1"CONDUIT
COUPLER FTFIING
R,ELOVE COVER TO
ACCESS Q I O
pel
I"FLEXIBLE - 3f10, 1#106 N 1"RGs
QONDU r
FROM SITE
SFFM OW
20D-Y4GW,C Roo
AAE LOW 3/coPPFRGRO� ARND
K � II
TT/E1 EINTRAALARNI s I cABI E 3/10. lilac N 1"-PVC
L
NG CUSTOMER TMI I
I. SAFETY GRDUM 90M BE THE SHORTEST DISFA110E WHILE MWFANMD ROUTING REQIIIMIEHIS.
Z TYPICAL CONOIIR PUTTING SHOWN. INSTALL CONDUIT PER SITE REQUIREMEMTS. `1 11 4'UM �2 PC�
3 ROM CONDUIT MAN BE USED IF REQIN�D. ` Nr" P7A1 ROPE ,
STS 3231 TYPICAL CE L SITE CABLING DETAIL
ELECTRICAL RISER DIAGRAM
SCALE, N.T.S.
GENERAL ELECTRICAL NOTES
1. ALL ELECDMCAL WORK SHALL K DONE N ACCORDANCE WITH ALL OOVERNNO STATE.COLENTY AND LOCAL CODES.O.SAX.ME 200&NFPA i70. POCKET GGM M N"TOM AND 20. CON OW' _
THE SPECIFIC MOOS DETAILED N THESE PLNR.
o. RXRD CONDUIT SHALL K U.L LABEL frILVARLZED ZINC COATED WITH ZINC INTERIOR AND SHALL K USED WHEN
2. SUBIRTTAL OF ND INDICATES CONTRACTOR B COGMNi OF OF ALL JOB SHE CONDITIONS AND WOltlt TO BE PERFORM UNDER THIS CONFAAM. INSTALLED N OR UNDER CONCRETE SLABS N CONTACT WITH IK TiWK UNOFR PUKC ROADWAYS, N MASONRY
WALLS ON EXPOSED ON BUEDNC EXTERIOR. TIM ODNDIRT N CONTACT IITH CARTEL SNMLL K 1/2 LAPPED -
3 CONTRACTOR SHALL PERFORM ALL VERIFIC4310% OSSERYAMM TESTS,AND ETMNMATKN WORN PRIOR m 7HE ORDERING OF THE EIECIRICAL MAPMENF MD 11-E ACTUAL RAPPED WITH HUNTS WRAP PROCESS NO.3.
CONSTRUCTION.CONTRACTOR SHALL ISSUE A WWM NOTICE OF ALL FINDINGS 10 THE PROIECT MANAGER USTIM,ALL yAL VKMONR FAULTY EWIPMENT.AND DISCREPANCIES. b.ELECTRICAL METALLIC 7UBND SHALL RAVE U.L LABEL FITTINGS SHALL BE GLAND RING COMPRESSION TYPE.Off
SHALL BE USED ONLY FOROM"� 1Iu NAV _ ELECTRICAL AND TELEPHONE.GENERAL NOTES:
SL
6 THESE PLANS ARE OYARAMIlA71C ONLY.FOLLOW AS CLOSELY/S POSSIBLE CONIRIM;TOR 9iNll ENSURE THAT ACCESS TO EQUIPMENT B MMINNFANW N ACfAR0AEICE TRFH a FLEXIBLE METALLIC QWNCOMMSHMl E Ul UM AMID MAY BE USED THE ER RE PMITTED BY OWL
WJWAMWER SPECIFMATDNS AD ALL APPLICmu COOTS. FITTINGS SHALL K,WV OR 'SQUMr TYPE.SEAL TOMB FLEXIBLE CONDUIT ALL CONOU T SHALL IIAYE FULL
S. COIITWACNOR SHALL FwmE ALL Lmm MATERIALS,IMISUwmm EQUIPMENT,NSrALATION,CANS'TRUCT m moLS.TRARSPORFA7KIN,ETC..FOR A COMPLETE AND PROPERLY SUE GROUND WIRL
OPERATAIE SYSTEM ENERGISED 1HR0001DUr AND AS NOIDAIM ON DRAWN M AS SPECF'♦EO MOWN AND/OR AS OHERYMSE RGMJIREO. 21. ALL ILE01RMYV.EQUIPMENT SIYLLL BE LABELED WITH PERINVOR EN WED,PLASTIC IAMB. 1. FOLLOW MKi COLIPLETTON of WORK. PROVIDE OWNER WITH AS-BITES
DRAWINGS SHOWMNG TELEPHONE AND EIECTWC LOCATOM
R ALL LMITERNLS AND EOLINUDIT SHALL K NEW MID N PEWECF CONDITION WHEN NSIRLLED AND SHALL BE OF TIE BEST GWAOEAND OF IHE SANE MVNi1PACTURER 2L CONTRACTOR SHALL COOROBMTE THE flEMWJL SERVICE WITH POCKET COMMNN MAATOW WIND LOCAL U11M
THKDUGHOUT FOR EACH CLASS OR GROUP OF EWIPMENT MATERIALS SHALL BE USIED AND APPROVED BY UNDERMt MWS LABOFATW AND SHALL.BEAR TINE.INISPECIION LABEL - -L TWRK SHALL CDWONDM 70 T14E WM% t E]EClRrJL.CODE,NO 7005-
%V WHERE SUBJECT To SUCK APPRDYAL.MATERIALS SHALL&M WITH APPROM L OF ALL APPLICABLE STANDARDS ESTABLSHED BY MISL NEIAk ESE,AND tM GGYMM1D 23. ME ORDIE ELECNPICJiL 1470NA=14 SHNL BE GROUNDED AS FAMARM W NEC AND ALL APPLK ML CODES.
9001ES HWM Ji RIMT10N.MYAT[04 SHAM BE MMNWACTURED IN ALxgM*=WITH APPLIDIN.E STANDARDS ESTABLISHED UY ANSI,HEMS,.AND NNU. 3. COOMMIX WITH VWTY AND LOCAL ELECTRICAL BNPWToR FOR FINAL POWER
24. OROUDN4 SYSTEM RERUA NCE SHALL NOT EXCEED 3 OHMS E THE RESISTANCE VALUE 6 EXCEEDED, WFI Y THE CONNECTDIL .
7. COMPLETE Joe DiALL K oumAWM FOR A PMW OF ONE(1)YEAR 010 IM DATE OF JOB ACCEPTANCE BY DINER.ANY WoNL,IUAIERAL OR EWHPMEw FOUR 70 K ONM FOR FURTHER D16TMNGTIDN ON METHODS FOR REDUCING THE RESISTANCE VALUE CONTRACTOR SHALL SUMINT
FAULTY DURNC THAT PMW SHALL BE CORFECIED AT ONCE.UPON WRrM NOMiICARK AT THE EXPENSE OF THE CONTRACTOR. TO THE PROJECT MWNAGER ALL TEST REPORTS AND ONE COMPLETE SET OF PRINTS SNOWING'INSTALLED WORK'. 4. U11UT/WILL 51my METER.CooROBAIE WITH UTILITY FOR METER TYPE AND
L ALL 1CONOU11T ONLY(CA)INS ALLATIWB SHALL WK A AW PULL WNW OR ROPE 25, UPON COMPLETION OF WORK..COIL CONTNUHr.AID FALL OF POITENHVU GROLNDNNO TESTS FOR AI+PROATAL
2 CONTRACTOR SHALL PROAVE POCKET COMMUNICATIONS MANAGER THIN ONE SET OF CWIPLETE ELECINFA.AS NST&UW ORIMTm AT THE COMPLETON OF THE JOB,SHOWING WOW TEST REPORTS N PRQ,ECT MANAGER.CLEAN T+REMISES DF ALL DEBRIS RESULTNNG TROY WORK MD LFAAE s• CALL 1�-M-Or—SA uNES FE PPFdOR SITE mTO CONSTRUCTION.
ACTUAL TED PRKA m suffi N A cREPORT AND UNOAMACED CONDITION
ACTUAL OUIEW"M ROUTNGs,AND CNCUTTS.
10. ALL BROCHURES,OPERATED MANUALS,INNINAM SHOP DMWNOB.FTC.OWL K TUNED MER m DRIER AT JOB COAIPLETOL 21L ALL EXPOSED&a0& GROUNDOTHER
DOSRES INGST ALONR THE WE GF E LLED I SHELTERS OR ROUTED OVER COINCIIEFE 0. SEK ALL SERVICE ENTRAyCEg EITO SHELTER FOILDEING INSTALLAIDMI.
fOLNNOATNONfi OR OTHER Exl57EN6 STRUCTURES SIVML K INSTALLED N PROPERLY AA1CF10REA 3/4'10(MEN.)PVC
7. SEE PAGE M FOR GENERAL 411MINOING NOFES.
11. SHALL K REPARED NLMNmMATELr AT ND
Nm
ID POWER M CAM CONDUCTORS SHALL K COPPER 112 AM SP MINIMUM LESS Dd NHG FICA LY NOTED Gi1ERMI5E ON OWMES.CONDUCTORS 110 AFO AND SMALLM SHALL 77. CONTRACTOR
SOLIOLOMON UDNTRALR SHALL NOT DISTURB t7ISFIMG OPOUMDING SYSTEM,ANY am"R. a ORDIATE WITH LOCAL TELEPFNONE CO~FOR ALL ROVFND AND DESIRI.
PO AD
1Z ALL CONDUCT=LARSEN THAN i10 AM SHALL K ERAMNED COPPER WITH 7MIN ODOV OLSULMIGN,UNLESS NOTED O HiERNIM
21L ALL INTERIOR CABLES AND IRRENO SMELLL K MEANLY LLOLNIED N QUEIME?AD LADDER NLACK AID iASTFANFA TO LADDER
I& ALL MAIM SURFACES OF OROIND COINIMM SHALL K CLE4M SMOOTH AND OWED WITH A TIW IDANIT PRDR m ATIACHMENL RACK.
14. ALL fffOUNa,CONNECTIONS BMW CWX MUST K E MMENNCALLr WELDED(CAD MILD OR APPROVED EQUAL) 2L ALL GROLEDNG CONDUCTORS 04ALL K ROUTED DOINRR a FROM POLAR OF 000170 TO MEM KIN PONF(GROLDD .
BAR,oROMND RIND.E70.
I& ALL 1pNTW"GROUNONG CONED N6S NWL K i2 AWO SOLD TIN M BALE COPPER WIRE UNLESS NOUN OTIEREIK
30. GROIIDNN COfDUC10R5 SWAMI.NOT REVERSE 1XMCiNON(ExcAP'r 1M10#eIILED G10LMD RAIW).aIMER '
1S. ALL CERCIIFT BREAKERS.FUSES AND UECTMCAL EOUNIMMENT SHALL HAVE AN NIE115tMNG RATING NOT LESS THE MAXMLM SNORT CIRCUIT CURRENT TO MWCH THEY MW K DwzwIDNS NEED To BE APPROVED K Po=OOMMUMICJATme CONSTRI rNm N NAOER PROR 70
SUIUECM AND A MINI"OF JQAW M.C.COOWMIE 94M CEICUIF REQUOEM M WITH LDP.AL LWIY COMPANY. 31. CROUNDNIB CONDUCTORS SHALL HAVE A MN PM M BEWIND 1114=4 OF N
17. N DRILLING HOLES Nm CONCRETE WWD*lt FOR FASTENING OR ANCHIDRND PURPOSES,OR PENEIMMM TMROM THE FLOOR.FOR CONOW RUN$M PIPE RUE$ETC.,IT
MUST BE CLEARLY UNDERSTOOD THAT TENDONS AIVOR REINFORCEHG STEEL WBL NOT K DREI.M IM.CUT OR MWAM UNDER ANY CIRCUMSTANCES. 3L ALL CONNIECTI m To GROUND PLATES SHALL K DAD WELDED m THE CEMER OF THE PLATE,ALL DEEMS SWOIND .
I& -LOCATM OF TENDONS AND/OR REINFORCING ST ARE NOT DEFINITELY KNOWN AND,THEREFORE,MUST K SEMCHIED FOR BY Al"W WTE WHOM AND EQLIWR VA �TO GROUND RODS ARE ALSO VALID FOR SMEAR CDNIrt7CF10NS TO GROUND PLATES. jj�OF AIA �
x-w OR OTHER OETACEE THAT CAN ACC moray LOCATE HE RENFOMW4 AND/OR STEEL TENDNNB. �P .4
10. ALL MNTESM A$H A L K ILL.LO7Ep.
ti ELAIX sIM PRINTgi�pADi ORfl A. NGi1
� R, THIS IIRAWNG IS SI`,IClAI!
o MILLS AT HALF THE NO= SCALE
Dewberry• A Wo.s3MCET I< ps TX u ,5
591 NORTH WEST STREET SAN
SITE NO.SPMA0019 o ket 0 10/21/0e ISSUED FOR COMM L CMN ROM GM FPS ELECTRICAL RISER DIAGRAM do En 3231 DETAIL
HTNDM�BT. 591 NORTH.WEST STREET P COMMUNICATIONS A 09/18/08 ISSM FOR REVIEW ROM GM PPB
Im
BOSTOHL.NN fNH10 AGAWAIM(, MA 01030' . . WE RENSK= BY CHK AWD 6 i'r DRAWING NUMBER REV
PHIOIEiWF.MaTOO 815 AVENUE 8 �, DEWBERRY NQ. JI,LB AND.
NVUt NH7.EIE.lNII SAN ANTONIO. TX 78215 AS SHOWN DEwmm 9Y: ROM DRAWN W. SK 150014749 5001477$ SPMA0019—ED1 0
y
f
GROUNDING GENERAL NOTES
. - 1. ALL DOWN CONDUCTORS AND GROUND THE RING CONDUCTOR SHALL BE /2 AWG.
SOLID. OAK TINNED COPPER, UNLESS OTHERWISE NO=. ALL CONNECTIONS TO
GROUND RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SKILL BE AT A
MINIMUM DEPTH BELOW GRADE OF 18 INCHES OR TO LEDGE, MINIMUM BEND
RADIUS SWILL BE a INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM
ANY FOUNDATION, UNLESS OTHERWISE NOTED.
2. GROUND RODS SHALL BE 5/8"DIAMETER COPPER CLAD. HARGER. T&B, ERICO.
OR EQUIVALENT. TOP OF ROD SHALL BE A MINIMUM OF 1 S' BELOW GRADE. IF
. - LEDGE IS ENCOUNTERED. INSTALL GROUND ROD AT AN AMME. ELECTRICAL METER
GROUND ROD DMEPTED,
3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED. BOLTED,COMPRESSION-TYPE.
CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED.
4. GRIND OFF GALVANIZING IN AFFECTED AREA. ExOTHERMICALA.Y WELD /2
' CONDUCTOR AT r ABOVE GRADE OR FOUNDATION. WHICHEVER IS HIGHER.
COLD-GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROLROD RING.
5. INSTALL GROUNDING KITS AT ANTENNA CENTERLINE, AND TOWER EXIT FOUNTS.
GROUND COAX LINES. EXOTHERMICALLY WELD /2 DOWN CONDUCTOR TO PLATES.
RUN DOWN TOWER. AND TIE 1NT0 GROUNDING SYSTEM.
. - GROUND CPS B. ALL GROUNDING WORK SHALL COMPLY WITH POCKET COMMUNICATIONS
ANTENNA C01 CONSTRUCTION CONTRACT STANDARDS, FOLLOWING COMPLETION OF WORIL.GROUND
SYSTEM MUST BE TESTED AND SHILL HAVE A RESISTANCE OF 5 OIIIAS OR LESS
QPROPOSED COPPER-CLAD STEEL SUBMIT AN INDEPENDENTPOTENTIAL'TESTING"FALL POTEN TESTING REPORT.
GROUND ROD. 5/8"0 MIN. AND 7. ALL GROUNDING CONDUCTORS ON D(TERIOR WALL OF SHELTER SHALL BE
10' LONG. MIN. (TYP.-2) INSTALLED IN 3/4 SCH 40 PVC CONDUIT TO 12" BELOW GRADE. ATTACH PVC
WITH GALVANIZED 'C'CLAMPS.
— — — — — l- --� a CONTRACTOR SHALL HANO-DIG IN AREAS AROUND ExIST" UTILITIES.
9, NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFICULTIES WALLING
a�
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
•r 1 f `� \� 10• HEMATIC ONLY, IT IS DESIGNM WITHOUT
BENEFIT OF.RESISTIVITY TESTING IS SHOWN AS ,AN DOES NOT NECESSARILY REPRESENT A
I GROUNDING SYSTEM!To MEET ANY SPECIFIC GROUND RESISTMICE.
+y y GROUND BAR AT I 11. PRIOR TO POURING CONCRETE. ALL REBAR LOCATED NEAR THE BOTTOM OF THE
1W 8DTrOM
MONOPOLE If ,y I - 5 FOUNDATION
ODE. BY STEEL TIES OF OTHER EFFECTIVE MEANS APPROVED BY NEC 2005
COUIPMENT AND STRUCTURAL ND RING AS DETAILED IN
GROUND BAR THESEPLAN& (NSPERCTION�MAY BE RE AND QUIRED PRI TO THEOR POURING CONCRETE AND
MUST BE COORDINATED BY CONTRACTOR.) -
i I
12. IN ACCORDANCE WI1'Ii NEC 2005 REQUIREMENTS. ALL GROUNDING ELECTRODES
I I PRESENT ON SITE SHALL BE BONDED TOGETHER (REFERENCE 2005 NEC ARTICLE
�L►Lt LLLP-LLL -�--�, 250.50)..
t LLL
I
BOND TO
I i /-/ GROUNDING LEGEND
BOND TO EXISTING 1 ` - I -PROVIDE #2 AWG GROUND _
L LEAD FOR PROPOSED
— — — I GROUND RING EQUIPMENT CABINET TO GROUND BAR
J (V.LF.) I ?`--f�+ I PROPOSED GROUND BAR
. - I � �------�- GROUND COPPER WIRE, SIZE AS NESTED
GROUND I 1 - - MECHANICAL GROUND CONNEC104
E03 N.E.C. STANDARDS 1 f
I I ® 5/8'X10' COPPER CLAD STEEL GROUND ROD
EXOTHERMIC (CADWELL) CONNECTION
— — HOSTING GROUND RING (V.LF)
SCHEMATIC GROUNDING PtAR-Q
SCALE: OCT-&
01"OfA1.4,q
HALF SIZE PRINT
BFiADFORD TIE DRAINING IS SGILEJIBLE
Z.: MILLS Z AT HALF THE NOTED SCALE
_ 0 CIVIL
No.33966 POCKET COMMUNICATIONS
Dewberry• 591 NORTH WEST STREET 10 EO` SAN ANTON10, TX 78215
DoIbeTTy43oodldrid,gyp. SITE NO.SPMA0019 S c ket JA09/18/08
10/21/Da ISSUED FOR CONSTRUCTION ROM GHN PPB s$/0 ' SCHEMATIC GROUNDING PLAN
=SUMMOIST. 591 NORTH WEST STREET COMMUNICATIONS ISSUED FOR REVIEW ROM OHM PPS'oTM�+ AGAWAM, MA 01030
a05TCN,6AA mz10 DEWBERRY N0. d06 ND. DRAWING NUMBER REV
PNOME'41,�7.�,UM 815 AVENUE 'B' DATE I:EVIsIo►IS BY CHK APPb ���� 'd't� 5OOY4749 500147'75 5PMA0019—E02 0
SAN ANTONIO. TX 78215 • AS SHOYIN DESIGNED BY: ROM DRAWN BY: SK
T /2 AWG SOLID T
' COPPER GROUND WIRE
FIN GRADE -
fig A STAR RASPIER {11?.) T WASHER (1Yp.) - PDEMARCATIDN
ANEL
m - STAINLESS _ 1/2%1 1/Y HEX BOLT
STEEL HARDWARE
NUT (TIFF.)
1/4'- UNC X 1/2'BOLT(C.U.) DOUBLE BOLT GROUND LUC CROUNDI G COMPRESSIONESSION TERMINAL—TWD HOLE COPPER SAFETY METIER �/�
5/B'/mIO'-O' LONG NUT&WA91M ;} CABLE DISCONNECT AT METER RACK
GROUND BAR (BY CONITRACTOR)AND INSTALL LONG
(MI COPPER SNANIC LOCK ON ARM TO PREVENT
CLAD ROD - EXPOSED BARE COPPER TO BE OF TAYPERNNG.
GROUND BAR GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM. NO
INSULATION ALLOWED WITHIN THE
STRANDED TAP2 INSULATED G(E tNl.) A SECTION !&-A!CMS TCW��.) 2 SOLID:lTllDo�O�EQUIPMENT 151�
' I. DOIN3l•IJG LIP OR STACKING OF CONNECTIONS IS NOT PERMITTED
1, FROST UNE TO BE VI=RIFTED. .
2. OXIDE INNiI&IING COMPOUND 70 BE USED AT ALL LOCATIONS.
GROUND ROD CONNECTION TO EQUIPMENT DETAIL �1
SCALE: N.T.S. 1 SSE: N.T.S. TYPICAL GROUND BAR
MECHANICAL CONNECTION DETAIL 3 Comar TO Gmm RING
SCALE: N.T.S.
COPPERCLAD sTm GRDLNIO
ROD 5/B"F R I o'-o' LONG(� ANTENNA
OUTU NE
o TYPICAL
(4) (B)
METER SOCKET GROUNDING 4
C AAUP - OR N SCALE: N.T.S.
CADWELD TO MAST 12'TO 24' -
O q
O O 4 o ANTENNA CABLE
O0 O O _
O O
O O O
O O
•�1f O O O COAXIAL(1) JIA�PER COAXI L MIEATH (ERN
CABLE GROUND KIT
2 AWG BCW S AWG STRANDED COPPER 70
(� CK�BE ) ANTENNASGROUND WIRE (GROUNDED.TO
ELEVATION GROUND BAR) (SEE NOTE 1 & 2) .
1t3ifEll� GROUND LUG TO
1. NVSLN.RM BARE TIMNED COPPER GROUND BAR KIT TOWFR
WITH WALL BRACKETS. 1/4'4'00',ANDREWS ANTENNA MOUNT ll4g,5: KF OW.)ROOFIN6
GROUND BAR BUSS KIT OR APPROVED EQUAL GROUNDING DETAIL I. DO NOT INSTALL CABLE GROUND KIT AT A SEND AND
VFlX2lXl/ftI )
2. (2) INSLNATORS (INCUAM)' SCALE: WT.A ALWAYS DIRECT GROUND WIRE DOWN TO GROUND W. COAX&AVER(�•) TYPE KIT (TYP) -
2. GROUNDING KIT SH►LL.BE ANDRE'M SUREGROUND TYPE KfT
3. (1)1/2'1ACKWNss1 m(INCLum ED) WITH TWO-HOLE LUG.
4. (2)WALL MOLNITING BRACKET (INCU30M) - 3. WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE CONNECTO AWO
5. (2) 1/2-1] X 1'HJR.C.S. (HCLUDED) SUPPLIED WITH KIT. COLD SHRINK SHALL NOT BE USED. WEATHERPROOFINANTENNA GROUND .
KIT(ITP.
RM DIRECTLY 10
NA (2) 1/2-13 X s/r H.N.C.S. (INCUNDED) TO�NNA--, MONOPMANTEI"GROUND TOP Of EBB CONNECTION OF CABLE GROUND PRTEN�A CP OF TOWER .
TO BIffi EQUIPMENT GROUND BAR PLATE SEE NOTE1. KIT TO ANTENNA CABLE DETAIL
SCALE: N.T.S. �JSTANQARD GROUND KR U1G SCALE N.TS. 7 ----
GROUND LUG'
SIZE 5 AWG STRANDED C +�"GROUND MR
WIRE WfTH GREEN 6oIT) SMBOTIOM I. E TO GROUNDING BAR DETAIL CONNECTION OF GROUND RE
THIWN INSULATION {TIP)
eQut CABLE(TYa FOR ALL SIZE 2 AWC Ou D SCALE: N.T.S. L'
TO TRANSMISSION EQuiPLILW VIA SOLD BARE TINED
TRAY OR 10EBRIOGE COPPER WI1E
'FOUNDATION
2 AW9 WN SOLID `
TINED EXOTHERMIC WELD
TO
MONOPOLE BASE PLATE -
a : ROD
I. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF
MONOPOLE,ANTENNA LOCATION AND CONNECTION ORIENTATION.
PROVIDE A5 REQUIRED.
MONOPOLE GROUNDING
SCALE:N.T.S (N F+ `LrC
' HALF SIZE PRINT
WADFOR R. G�.F HIALFFTTHEE NOTED SCME
MILLS
0,4
ET COMMUNICATIONS
Dewberry. ^ NO. 3966 L �POCKMTONIO TX 78215
591 NORTH WEST STREET pod%
ket
'��
SITE NO.SPMA0019 �. GROUNDING DETAILS
mar. 591 NORFH w1=57 STREET D 1o/x1/Qa FSSUED FDR CONSTRUCTION RDM CAN PPB 4s��
110SU.gOR COt+AMi It, lO}d5 A 09/1B/06 IssuED FOR REVIEW ROM GHN PPB
TON. IA qt0 A�AWAM. � 01030 DATE REVISIONS BY CHK APP'D DEWBERRY NO. JOB No. DRAWING NUMBER REV
P14ONE:In7AM&3W 815 AVENUE W la,a f,
FAX:4"'PAM6MIC SAN ANTONIO, TX 78215 SCAIE; AS 9NOW1/ - DESIGNED BY: ROM DRAANN BY: SfL 50014749 5(K1147,75 SPMAOO19-E03 U
Town of Agawam
36 Main Street Agawam,Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
r�
PLANNING BOARD
Mft ._
January 16, 2009 U,
o�
Jaclyn Swenson, Agent for Pocket Wireless
KJK Wireless LLC
485 Maple Street
Franklin, MA 0203 8
Dear Ms. Swenson:
At its duly called meeting held on January 15, 2009, the Agawam Planning Board approved the
Site Plan entitled "Pocket Communications, Site Number: SPMA0019, Site Name: 591 North
West Street", dated 10/21/08 and prepared by Dewberry-Goodkind, Inc. with the condition that
all professional staff comments be addressed.
If you have any questions,please contact this office at 786-0400, extension 283.
Sincerely,
Travis Ward, Chairman
AGAWAM PLANNING BOARD
TW/DSD:prk
cc: Building Inspector, Engineering Dept., ZBA, Town Clerk,File
0 i
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: Dachos DATE: January 2, 2009
DATE RECEIVED: December 10, 2008 DISTRIBUTION DATE: December 16, 2008
PLANNING BOARD MEETING DATE: January 15, 2009
APPLICANT INFORMATION
1. Name of Business: Pocket Communications
Address: 815 Avenue B, San Antonio, TX
2. Owner: Jaclyn Swenson (Agent)
Address: 485 Maple Street, Franklin, MA 02038
Telephone: 508-954-13120 Fax: 508-796-2606
3. Engineer: Greg Naburotski - Dewberry
Address: 280 summer Street, Boston, MA
Telephone: 617-695-3400 Fax:
PLAN REVIEW
Scale: 3/16" = V Date: October 21, 2008
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of
Plan): O.K.
Description of Project: Co-location on existing cell tower located on Provin Mountain.
Site Plan Review
Page 2
Description of Site: Site is fully developed with existing 180' cell.tower and existing
equipment compound.
Provision for Traffic Flow: Unchanged.
Parking: Unchanged.
Drainage: See Engineering comments.
Public Utilities: O.K.
Landscaping/Screening and Buffers: Unchanged.
Sign Location: N.A.
Exterior Lighting: Unchanged.
Rendering or Elevations: O.K.
Dumpster Location: N.A.
Other Comments or Concerns:
rvw 1Vfwc!Vuc
TOWN OF AGAWAM
INTEROFFICE
MEMORANDUM
Tw Planning Board
CC: File
From: Engineering
Date: December 19,2008
Subject: Form D Application for Site Plan Approval
Per your request dated, December 16, 2008, we have reviewed the Applications for Site Plan
Approval submitted by Dewberry-Goodkind, Inc. on bebalf of Pocket Communications for proposed
antennas and radio equipment to be located at 591 North West Street and 1804 Main Street in
Agawam. Based on our review, the Engineering Deparbmexxt has no com memts or concerns for this
project.
En.gincering reserves the right to make additional comments based on project and/or revisions & as
additional data is received.
If you have any questions,please do not hesitate to contact our division at 821-0628.
simcezely,
CK zz
Michael F. Albro, P.E. Michael C. Chasc,
Civil Engineer I Town Engineer
S.\M531 Pocket CommunicationsTocket Com 0 Ldac
KJK WIRELESS
Jaclyn Swenson
Site Acquisition Consultant
485 Maple Street Office:(508)954-1310
Franklin, MA 02038 Mobile; (508)954-1310
iseonsulting@comcast.net Fax:(603)38&6106
MEMO
TO: Engineering Dept., Safety Officer,Fire Dept., ADA Committee
FROM: Planning Board
SUBJECT: Site Plans - 591 North West Street-Pocket Communications
1804 Main Street- Pocket Communications
DATE: December 16, 2008
Please review and comment on the attached Site Plans for co-locations on cell towers at 591
North West Street and 1804 Main Street prior to the Board's January 15, 2009.meeting.
Thank you.
DSD:prk
"These items are scheduled for the Team Meeting for December 23`d also.
Town of Agawam
fR. ..
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
TO: Mayor Susan Dawson; Fire Chief Martin; Alan Sirois, Deputy Chief, Scott
Mitchell, Fire Inspector; Police Chief Campbell; Sgt. Rick Niles, Safety Officer;
Jack Stone, DPW Superintendent; Chris Golba, Deputy Superintendent; Nick
Urbinati, Inspector of Buildings; Mike Chase, Engineering Department; Randy
White, Health Director; ADA Committee
FROM: Deborah S. Dachos, Director
Office of Planning& Community Development
DATE: December 16, 2008
RE: Team Meeting
AGENDA
DATE: Tuesday, December 23, 2008
TIME: 1:00 PM
LOCATION:Agawam DPW Meeting Room
1000 Suffield Street
Agawam, MA 01001
1. Site Plan - Pocket Communications - 591 North West Street(co-location to cell tower)
2. Site Plan - Pocket Communications - 1804 Main Street(co-location to cell tower)
^ T0101 OF AGM Fax 14187869927 Noy 20 2008 12:56pa P002/006
A.GAWAM PLANNING BOARD
Form D
Application for Site Plan Approval
FPleme complete the follvvyWg form aid rdurn it and 10 codes of the Site Mau W.
Agawam BuMug>< epartiw at
lope Suffield Stmet
A.gawarm,i1+lA,01001
1_ Dame of Business 0 C ILe
Address /�� Sf � TU�✓�U
Telephone .l�clvr�Su�eyso�u I31Q-- 17ax
2. Name of Applicant/Owner— A C - —
Address ,)?"S— ,1Y`!4 A2A&G/
Tel home—dQk--of /3/0 F J�vt1 " 'oZ U �
3. Name of&&m/At+chiteck P e- L 1 LSO,F S f
Address
Tclephoe�� Q(� F BErFIVEL)`
DEC 1 0 1008
4. Please give a brief description of the proposed project;
t; BOAR�
7X
a � r.
V, Ire
E
K]K Wireless LLC
Jaclyn swerwn
pocket
Agent for Pndcet Wires
ass Maple street
Frarddn MA 02038
c. 50B=954-1310
F(F-rPFNEO
508-796-2606
December 3, 2008 DEC p Z008
Agawam Town Hall PLA
Planning Department i 4
Dear Board Members
After speaking with Mr. Urbemarti it was determined that a Special Permit is not necessary for
the following submission and therefore we request review by the Planning Board at this time.
I am writing you today on behalf of Pocket Wireless who is presently Interested in expanding
their wireless cellular communication facilities within your community.
With headquarters in San Antonio,Texas, Pocket Wireless and its related entities have been in
the telecommunications industry for over 16 years. Rocket Wireless offers flat rate unlimited
use billing plans to provide customers with the market's lowest cost service,easy to understand
options, and certainty over their spending without having to sign up for long-term contracts
compared with other major national cellular carriers.
Presently in Texas, Pocket Wireless provides a broad coverage area that includes San Antonio,
Laredo, and the Rio Grande Valley, and is in the process of expanding that coverage to more
surrounding communities. Pocket has now expanded service into the New England area and is
in the process of building their network in de Springfield area.
Within the Town of Agawam Pocket Wireless is interested in co-locating at the following existing
telecommunication facility:
• 591 North West Street
At this facility Pocket Wireless would like to add a total of three antennas to the present existing
structure, along with base station radio equipment located at ground level.
The following documents have been included for your examination.
Form D
0 10 Sets of Plans
A
Should you require furl- information or have any questions or comments, please feel
free to contact me via any of the following:
Jaclyn Swenson
Agent for Pocket Wireless
KIK Wireless U.0
485 Maple Street
Franklin, MA 02038
c. 508=954-1310
F. 508-796-2606
is"ui@kikwireless.com
Thank you in advance fnr your time and consideration.
Jaclyn Swenson
cc. Mike Wrabel,5uperintendant of Public Works