8591_SITE PLAN 1804 MAIN ST. 8591
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AGAWAM PLANNING BOARD
Form D
Application for Site Playa Approval
Please complete the following farm and return"and 10 codes of the Sfte Plan to:
Agawam Budding Dep
1000 Suffield Street
Agaw=4 MA,01001 DEC 0 [U 8
RD
l_ Name of Business_/46J l yz" _
Address
Telephone i�r/ w Sv��crs �v f -1_ U Fax
2. Name af.Applicant/Owner Siy,y i --
Addressr5'S _ /1m/?
'Telephone-�`Ll� ��� r� �_!C� R �(�c�
3. Name of Eng neWArchitect 6;ee , YFU/2l9Gvs r�r — w,6'e,
Address d�51,�1 �P/�
Telephone
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4. P + se IRe a brief description of the proposed project:
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KJK Wireless LLC
Jaclyn Swenson
ck
e Agent for Pocket w'�,ss
P a 485 Maple street
Franklin, MA 02038
c. 508=9541310
F. 508-796-2606
December 3, 2008
Agawam Town Hall
Planning Department prL ; 0 �'06
Dear Board Members e,PU-I '. Ai
v
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. 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 interested in co-locating at the following existing
telecommunication facility:
• 1804 Main 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 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
K3 K Wireless LLC
485 Maple Street
Franklin, MA 02038
c. 508=954-1310
F. 508-796-2606
iacqui0kikwireless.com
Thank you in advance for your time and consideration.
Jaclyn Swenson
cc. Mike Wrabel,Superintendant of Public Works
r
PROJECT INFORMATION SM PLAN AFF1 `-
SITE ADDRESS: 1804 MAIN STREET G � SITE ADDRESS:
AGAWAM, MA 01001 �E`"� l
SITE ID:
TOWER OWNER: AMERICAN TOWER
116 HUNTINGTON AVE, 11TH FLOOR PK#:
BOSTON, MA 02116 p VIM ket. METER#:
LATITUDE: 42' O1' 55.7" N (NAD 83)*
LONGITUDE: 72- 37' 06" W (NAD 83)• AFTER HOURS:
« PER AMERICAN TOWER COMMUNICATIONS
ELEVATION: 160' (A.G.L.) TO ANTENNA C.L_ }JURISDICTION:TIOS TELECOMMUNICATIONS
N COUNTY / SITE NUMBER: SPMA0036A
CURRENT USE: TELECOMMUNICATIONS FACILITY
PROPOSED USE: TELECOMMUNICATIONS FACILITY UTILITIES SITE NAME: AGAWAM ATC
POWER: WESTERN MASSACHUSETTS ELECTRIC (413) 785-5871
TELCO: VERIZON (800) 870-9999
VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
{� �+ RF REVISION DATE DIRECTIONS: TAKE RT-3 S ENTERING MASSACHUSETTS. TAKE EXIT 32 FOR STATE HWY 4 TOWARD N
RF REVISION #. CHELMSFORD/CHELMSFORD. MERGE ONTO NORTH RD/RT-4. TURN SLIGHT RIGHT TO STAY ON NORTH RD/RT-4. CONTRACTOR'S WORK SHALL COMPLY Y H ALL JURISAPPLI A$LE NATIONAL, STATE, AND LOCAL CODES
MERGE ONTO 1-495 S VIA THE RAMP TO MARLBORO/TAUNTON. TAKE EXIT 22 FOR 1-90 W/MASS. PIKE. MERGE AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AWJ) FOR THE LOCATION. THE
EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT
ONTO 1-90 W. TAKE EXIT 6 TOWARD SPRINGFIELD. TURN LEFT AT JOHNNY CAKE HOLLOW RD. CONTINUE ON 1-291
RF REVISION DATE: AWARD SHALL GOVERN THE DESIGN.
W. TAKE EXIT 1A TOWARD 1-91 S/HARTFORD CT. KEEP LEFT AT THE FORK TO CONTINUE TOWARD 1-91 S AND
DRAWING INDEX REV MERGE ONTO 1=91 S. TAKE EXIT 3 TO MERGE ONTO US-5 N TOWARD AGAWAM. TAKE THE EXIT TOWARD BUILDING CODE:
AGAWAM/STATE HWY 57/SOUTHWICK, AT AGAWAM ROTARY, TAKE THE 3RD EXIT ONTO RT-57 W HEADING TO MASSACHUSETTS STATE BUILDING CODE (780 CMR)
SPMA0036A-T01 TITLE SHEET 0 AGAWAM/SOUTHWICK. TAKE THE STATE HWY 159 EXIT. MERGE ONTO MAIN ST/RT-•159. ACCESS ROAD ON THE RIGHT.
SPMAO036A-G01 GENERAL NOTES & ANTENNA B.O.M. 4 ,a �«
SPMAO036A-A01 ABUTTER'S PLAN 0 - ELECTRICAL CODE:
SPMAO036A-A02 PROPOSED SITE PLAN & ELEVATION Q MASSACHUSETTS ELECTRICAL CODE (527 CMR i2A0)
SPMAO036A-001 CONSTRUCTION DETAILS 0 -9" Y: ;: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 2005, NATIONAL ELECTRICAL CODE,
SPMA0036A-EO1 ELECTRICAL RISER DIAGRAM & STS 3231 DETAIL 0 LIGHTNING PROTECTION CODE:--
SPMA0036A-E02 SCHEMATIC GROUNDING PLAN 0 '. �.. [NFPA 780 2005, LIGHTNING PROTECTION CODE]
SPMAO036A-E03 GROUNDING DETAILS 0 r � '` '_.� OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)
N E� CONSTRUCTION ON THIS SITE CANNOT COMMENCE UNTIL THE RESPECTIVE 4 ` ' CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
�- ; r ,
DEPARTMENTS HAVE APPROVED AND SIGNED THE DRAWINGS. ' ' f
s REAL ESTATE .' AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
_ .e a I
i"�#;������.xwv�oo� CONCRETE
RF
OPS/CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION (A€SC), MANUAL OF STEEL CONSTRUCTION, ASD,
NINTH EDITION
LEGAL/COMPLIANCE '
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL
NET DEWGN liFM " " y _ G ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
TIA 607. COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
STRUCTURAL REVIEW :'' ' :, 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 CABLES AND NOTIFY POCKET COMMUNICATIONS IN CASE OF A :. SYSTEM.
DISCREPANCY. ANY STRUCTURAL MODIFICATIONS, IF REQUIRED SHALL BE DONE PRIOR TO INSTALLATION OF 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
ANTENNAS. REFER TO CORRESPONDING SHOP DRAWINGS_ x EQUIPMENT
NOTES IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
CIRCUITS (FOR LOCATION CATEGORY "C3" AND -HIGH SYSTEM EXPOSURE-)
I- ALL POCKET COMMUNICATIONS SAFETY PROCEDURES MUST BE ADHERED TO. y ''„ r TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
2. ANTENNA SYSTEM SWEEP TESTING SHALL BE PER LATEST POCKET COMMUNICATIONS DOCUMENTS. x _� .. r1 �•.
3. THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS � �� �} �� � �` `�"�'' - �' �+� �i4 �-v�;�,��� ;� TELCOROIA 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. 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 I5 RESTRICTED TO OUTDOOR EQUIPMENT, IT WILL 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 AS 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 DISCI PA iE
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 4.11.(5)(b). p
CONTACT INFORMATION Z. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. C1
CONTACT CONTACT COMPANY 11 PHQNE NO, 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. �SE,P �a SAS' C DECC J- 0
ENGINEERING: GREG H. NAWROTZKI DEWBERRY (617) 695-3400 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. $R�1i)FORDA. �GN & l 'S T
SAC: KEN KOZYRA KJK WERELE55 (603) 888 8974 �*+ (`} i ' - AAVNOTED SCALE
CONST.: PAT HEELAN PORTLAND CONSTRUCTION (207) 839-2076 6. POCKET COMMUNICATIONS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE C IIAILL$ m
TRIP PER MONTH AT ONE HOUR PER VISIT. eq
c� CIVIC o
KEr
Dewberryo AGAWAM ATC � No. SSA AN ANTONO COMMUNICATIONS 781
Dewberry-Goadkind,Inc. SITE NO.SPMA0036A 0 10/21/05 ISSUED FOR CONSTRUCTION MKIY GHN Ppe `�SroNA � TITLE SHEET
2W ST 1 STREET ET a ket
110THFU" AGAWAM.
MAIN 5 E COMMUNICATIONS A 09/29/08 ISSUED Fort REVIEW MKW GHN PPB
BOSTON MA Gifu AGAWAM, MA O1OOl DEWBERRY NO. JOB NO. DRAWING NUMBER REV
PHONe 41011 .Sm 815 AVENUE 'B' . DATE REVISIONS BY CHK APPT (a'V lh
FAX 6117AII&MO SAN ANTONIO, TX 75215 AS SHOWN DESIGNED BY: MKW DRAWN BY: SK 50014749 5001479$ SPMA0038A-T01 0
J
i
GENERAL CONSTRUCTION NOTES: STRUCTURAL STEEL NOTES CONCRETE AND REINFORCING STEEL NOTES:
T. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE. AND LOCAL CODES.AND t. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC 'SPECIFICATION FOR THE DESIGN. FABRICATION AND 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS
COMPLY WITH POCKET COMMUNICATIONS WIRELESS SPECIFICATIONS. ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. OF ALL APPLICABLE CODES INCLUDING: ACI 301 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS',AND ACI 31$ 'SuLLAING CODE REQUIREMENTS FOR REINFORCED CONCRETE-
2- CONTRACTOR CONTRACTOR SHALL CONTACT DIG SAFE(1 BBB DIG SAFE BBB-344-7233) FOR IDENTIFICATION OF 2. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPEOFICATKNN ASTM A123 NOT-DIP GALVANIZED FNISN
UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. 2. MIX
DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND SUBMITTED TO ENGINEER-PRIOR
ALL DNCS,SCRAPES, MARS, AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED. REPAIR DAMAGED GALVANIZED COATINGS TO PLACING CONCRETE.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. ON GALVANIZED ITEMS WITH GALVANIZED REPAIR PAINT ACCORDING TO ASTM A780 AND MANUFACTURERS WRITTEN INSTRUCTIONS,
PRIOR TO COMPLETION OF WORK. 3. CONCRETE SHALL BE NORMAL WEIGHT, 6 S AIR ENTRAINED (+/- 1.5X)WITH A MAXIMUM 4' SLUMP
4. ALL DIMENSIONS 7D, OF,AND 0N IXIFiTWIG BUILDINGS, DRAINAGE STRUCTURES,AND SIZE IMPROVEMENTS -
AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
SFALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 3. 00 NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.
4, THE FOLLOWING MATERIALS SHALL BE USED:
S. 00 NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 4. CONNECTIONS: PORTLAND CEMENT: ASTM C-150,TYPE t OR 2
RONFORCEM :6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE 0)ALL WELLING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AW$ DT.1.WHERE FILLET WELD RENFORCEEMEENT BARS: ASTM AB15. PLAIN STEEL WELDED WIRE FABRICE10TED. SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM 512E PER TABLE J2.4 IN AISC 'MM]LNL OF STEEL CONSTRUCTION' 9TH EDITION. AT NORMAL WEIGHT AGGREGATE: ASTM C-33 GRADE BO DEFORMED
THE COMPLETION OF WELDING. ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WATT DRINKABLE
RI N -33
7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH IS THE PROVIDE SURNING/WELDNO PERMITS AS RE(IARED BY LOCAL GOVMNNO AUTHORITY. AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT ADMIXTURES: NON-CHLORIDE CONTAINING
SOLI; RESPONSIBILITY OF THE CONTRACTOR. DETAIL FOR ANY WELDING ACTIVITY.
b)BDLTW CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS(SIZE AS NOTED)AND SHALL KAYE MINIMUM OF TWO S. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS (UNLESS OTHERWISE
8- 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. c)CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL BY ENGINEER, A. CONCRETE CAST AGAINST EARTH: 3'
9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, 5. WELDING SK41 MEET THE AMERICA N WEEDING SOCIETY STRUCTURAL WELDING CODE-STEEL. WELDING OPERATORS SHALL BE B. ALL OTHER CONCRETE: 2' -
VENTS, ETC. BEFORE COMMEMCNG WORK. CERTIFIED BY THE STANDARD OLWIFICATKINS AWS PROCEDURE FOR THE TYPE OF WELD REQUIRED, S. A 3/4-CHAMFER SHALL Be PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH
10. INCORRECTLY FABRICATED, DAMAGED. OR OTHERWISE M15FH'T1NG 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 NOTED OTHERWISE
CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SEE AISC SPECIFICATIONS 7,11.3. 7. INSTALLATION Of CONCRETE DLPANSION/WEDGE ANCHOR STALL BE PER MANUFACTURER'S WRITTEN
SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR
TO PROCEEDING. RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO
MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS- NO
1TI_ EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE,AND COORDINATE HIS WORK REPAIR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE
WITH THE WORK OF OTHERS. -
8. AIIMRX111RES SHALL CONFORM TO T1£APPROPRIATE ASTM STANDARD AS REFF]REXNCED N Ad SOIL
12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH
EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATLSF•ACIM OF THE POCKET COMMUNICATIONS 9. DO NOT WELD OR TACK WELD REINFORCING STEEL.
CONSTRUCTION MANAGER.
70. ALL DOWELS. ANCHOR BOLTS. EMBEDDED STEEL. ELECTRICAL CONDUITS, PIPE SLEEVES,CRpJN05
13. ALL CABLE/CONDLKT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF
SILICONE SEALANT. CONCRETE PLACEMENT.
14. WHERE EXISTING CONDITIONS 00 NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR WILL 11. RENFORCEMDNT SHALL BE COLD BENT WHENEVER BENDING IS REWIRED.
NOTIFY ENGINEER. POCKET COMMUNICATIONS CONSTRUCTION MANAGER.AND LANDLORD IMMEDIATELY
12, 00 NOT PLACE CONCRETE N WATER. ILEA OR ON FROZEN GROUND.
T5_ CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A CURRENT SET OF DRAWINGS
AND SPECIFICATIONS FOR THIS PROJECT. - 7S. A0 HOTTING REINFORCEMENT. CONCRETE SUBBASE TO FREEZE DURING CONCRETE CIIRLHLO
AND SETTING PFRI00, OR FOR A MINIMUM OFF 3 DAYS AFTER PLACEMENT.
18. CONTRACTOR SHALL REMOVE AL RUBBISH AND DtmS FROM THE SIZE AT THE END OF EACH DAY. ACI
17. CONTRACTOR SwALL COORQINATE WORK SCHEOl1LE WITH LANDLORD AND TAKE PRECAIIRONS TO MMWMIQE - 14. FOR COIN-WEATHER ND HOT-WEATHER CONCRETE PLACEMENT. CONFORM L APPLICABLE M,
CODES AND RECOMMENDATIONS. IN EITHER CASE. MATERIALS CONTAINING CHLORIDE. CALCIUM, SALTS.
ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE:FROM WEATHER FOR 7 DAYS, MINIMUM.
IMPACT AND DISRUPDON OF OTHER OCCUPANTS OF THE FACILITY. .
18. CONTRACTOR SHALL FURNISH POCKET COMMUNICATONS WITH THRa AS-BUILT SETS OF DRAWINGS UPON 15. CONCRETE SW1L.L BE RUBBED TO A ROUGH GROUT FINISH, PAD$ SEWJ_BE SEALED BY STEEL .
COMPLETION OF WORK. TROWEL
IS. ANTENNAS AND GABLES ARE TYPICALLY PROVIDED BY POCKET COMMUNICATIONS. PRIOR TO SUBMISSION - 16. UNLESS OTHERWISE NOTED:
OF BID. CONTRACTOR SHALL COORDINATE WITH POCKET COMMUNICATIONS CONSTRUCTION MANAGER T9
DETERMINE WFLAT, IF ANY. ITEMS WILL GRADE BE PROVIDED BY POCKET COMMUNICATIONS. ALL ITEMS NDT A ALA.REINFORCING STEEL SHALL BE D€FDRMED BARS CONFORMING TO ASTM AB75.
SO.
ORCIMC
PROVIDED BY POCKET COMMUNICATIONS SHALL BE AND INSTALLED BY THE CONTRACTOR.
MN
CONTRACTOR WILL INSTALL ALL REMaS PROVIDED IN POCKET COMMUNICATIONS. B. YIELDED WIRE FABRIC SHALL CONFORM 1'O ASTM A165.
20. PRIOR TO SUBMISSION OF BID. CONTRACTOR TALL COORDINATE WITH POCKET COMMUFNCAITIONS
CONSTRUCTION MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY POCKET 17_ SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT IS OTHERWISE
SE SHOWN
IN THE CONTRACT
COMMUNICATIONS ALL. REQUIRED PERMITS NOT OBTAINED BY POCKET COMMUNICATIONS MUST BE DRAWINGS OR AS ACCEPTED BY THE ENGINEER.FULL
UNLESS pCAPACILY SHOWN ) NOTED REINFORCING
WITH
OBTAINED, AND PAD FOR. BY THE CONTRACTOR. STEEL SHALL BE SPLICED 70 DEVELOP ITS Ali TENSILE CAPACITY (CLASS A) N ACCORDANCE WITH
Ad 31&
21_ CONTRACTOR SHALL INSTALL ALL.SITE SIONAGE IN ACCORDANCE WITH POCKET COMMUNICATIONS
SPECIFICATIONS AND REQUIREMENTS. ANTENNA AND COAXIAL CABLE BILL OF MATERIALS 18. REINFORCING BAR EMBEDMENT
LET TITS AS.AS COMPUTED IN LENGTHS
SHOWN
WEIR ACI AWI FORM THE
BASKS FOR BAR EMBEOMIFM LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE ORAYWMITS. APPLY
22. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWNNGS TO DEWBERRY FOR REVIEW AND APPROVAL PRIOR TO SECTOR STATUS COLOR CODE ANTENNA COAX CABLE AZIMUTH RAID COAXAL COAXIAL ELECTRICAL APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL. BAR SPACING. COVER AND THE LIKE.
FABRICATION. FEED LOC (TRUE NORTH) CENTER CABLE LENGTH CABLE DOWNTILT
19, DETAILING OF RETNFOR(aNG STEEL STALL CONFORM TO "ICI MANUAL!OF STANDARD PRACTICE FOR
23. UNLESS OTHERWISE NOTED POCKET COMMUNICATIONS SHALL PROVIDE ALL R€OLIRED RF MATERIAL FOR ALPHA PROPOS& RED RfS BOTTOM 20' 160' 2 O 20W (2) 1 51W SEE NOTE 2 DETAILING REINFORCED CONCRETE STRUCTURES'(ACI 315)- ..
CONTRACTOR TO INSTALL, INCLUDING ANTENNAS, TMA'S. BIAS-T'S.COMBINERS. PDU, DC BLOCKS, SURGE APXV18-206517S-C RFS
ARRESTORS, CPS ANTENNA, CPS SURGE ARRESTOR.COAXIAL CABLE 20. ALL SLAB CONSTRUCTION SHALL BE CAST M10M1QLITHICALLY WITHOUT HORIZONTAL CONSTRUCTION
24. PRIOR TO SUBMISSION OF 90. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE PROVIDED BY BETA PROPOSED BLUE APXVI8-20$517S-C RFS BOTTOM 125 180' 2 O 200' (2)RF5/B. SEE NOTE 2 UNLESS SHOWN N THE CONTRACT DRAWINGS.
POCKET COMMUNICATIONS FOR INSTALLATION BY CONTRACTOR. 21. LOCATION OF ALL CONSTRUCTION JOINTS 3 ARE SUBJECT A THE RTHE ENGINEER.
. THE CONTRACT
pOCUMEHTS. CONFORMANCE WITH ACI 310.AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING
25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED GAMMA PROPOSED GREEN APXViB-206517S-Q RPS BOTTOM 28D' low O 200' (2)RFS/B. SEE NOTE 2 LOCATION OF REINFORCING DETAILS
STEEL PLACEMENT DRAWINGSCON57RUR.ITON JOINTS sMw.L RE SUBMITTED WITH
ACCORDING TO POCKET COMMUNICATIONS SPECIFICATIONS, AND AS SHOWN IN THESE PLANS.
26. SEAL PENETRATIONS THROWN FIRE RATED AR WITH UL LISTED 0 FIRE CODE APPROVED MATCRAE.A, GPS PROPOS - - NI BOIMA-GIPS - - - - _ _. 22. OSPLICES
UTERM OF WWI.AT ALL SPLICED EDGES. SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN
OUTERMOST CROSS WIRES OF fJAG1 FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS
27. THE CONTRACTOR SHALL SUPETRMSE AND DIRECT THE PROJECT DESCRIB® HEREIN.THE CONTRACTOR WIRE PLUS 2 INCHES, NOR LESS THAN W-
SHALL BE SOLEY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONSMOF THE WOW UhM THE QUANTITY 1200' 23. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL YYITN PLASTIC TIPS.
CONTRACT.
24, ALL REINFORCEMENT SHALL BE SECURELY THEE IN PLACE TD PREVENT DISPLACEMENT fTY
28. CONTRACTOR SHALL NOTIFY DEWBERRY A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE CONSTRUCTION TRAFFIC OR CONCRETE.TIE WIRE SHALL BE 16 GAUGE CONFORMING TO ASTM A82.
OR BACKALUNG MIRY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING ANY WALL. FLOOR OR ROOF
NOTM-
PENETRATIONS FOR ENGINEERING RENEW AND APPROVAL - _ 2S. SLAB ON GROUND
I. COAXAL CABLE IS RFS LCF15B-WL 00 AS SUPPLED.
A COMPACT STRUCTEIRAE.1'RL 7D 95% DENSITY AND THEN PLACE 8'6RMAE1.BENEATH SLAB.
2. REFER TO RFDS ANIENNIA SHEET FOR FINAL TILT AND
AZIMUTHS. B. PROVIDE VAPOR BAR UN
BARRIER BENEATH STAB ON.GROD.
ANTENNA AND COAXIAL CABLE B.O.M. �,�
SCALE: H.T.S. T
BWIC3FORD A. ter+ HALF SIZE PRINT
o SCALEABLE
MILLS Y"-L A'T�HALF THE DRAWINGNOTED SCALD
ra CML c�a
No.33M
NS
Dewberry* ^ c� s�AN ANTKIFT o IO. TAX 78215
AGAWAM ATC r��'31CiN �
Dewberry-Goodic[W,Inc. SITE NO.SPMAW36A c t 0 10/21/08 ISSUED FOR CONSTRUCTION MKW CHIN PPS GENERA. NOTES do ANTENNA B.OM.
o Sr. 1804 MAIN STREET P COMMUNICATIONS A 09/29/08 ISSUED FOR REVIEW MKW CHIN PPs
BOSTON.MA 0=0 AGAWAM. MA 01001 DEWBERRY NO. JDB NO.
PHOTE:937.W68400 815 AVENUE 'B' N0. DATE REVISIONS BY CHK APP'D Io'xJ.d DRAWING NUMBER REV
FAX IT17.6C6.8810 50014749 50014798 SPMA003fiA-G01 0
$AN AN70NI0, TX 78215 SCALE: As SHOWN DESIGNED BY: MKW DRAWN BY: sK
N
3
r
` 7
I '
1 !
!
I !
r K1 1 9
K7 t 18
I —— KE k 17
I+ I K1 1 i4 Kt 1 16 Kl 2 7
I 300' RADIUS 1115~_—
.� uFF AVE
—^ K1 3 2
Kl 3 3
K E 3 1 KI 4 2
}II Kt 1 4 KI 3 4 `q PE
AVE.Ki S 8
i ANDA AVE.
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CONNEC
T1CUT .
7
K7 13D '
I EFFu11 _ Kl 7 4
EXISTING ROAD
EXISTING PROPERTY LINE -
__T__� LOCUS PROPERTY LINE 300'ABUTTERS PLAN
—— 3E0' RADIUS SCALE: 1'-2W'—O* 1 -
xx x xX PARCEL I.D. - 0' 200, 400'
•._—.._— STATE LINE
elutes: s3V%OF MqS
I. SOME EXISTING & PROPOSED INFORMATION NOT SHMN FOR CLARITY.
2. NORTH SHOWN AS APPROXIWT HALF SIZE PRINT
E SM13FORDA N THIS DRAWING IS SCALEASLE
3. ABUTTERS MAP BASED ON TOWN OF AGAWAM CIS SYSTEM. Z AT HALF THE NOTED SCALE
iq
Dewberry* �.33966 POCKA�MTCOMMUNICTX A82N5
AGAWAM ATC
Dewberry-GoodIdnd,Inc. SITE NO. SPMA0036A pocket 0 10/21/00 ISSUED FOR CONSTRUCTION MKW GHN PPB �sro� ABUTTERS PLAN
2°0 SUMMER$T• 1804 MAIN STREETCOMMUNICATIONS A 09/29/06 ISSUED FOR REVIEW MKW GHN PPB
EONH 1300R PHONE:.IUA AGAWAM, MA 01001
M
PIIEN>=:estf.eas.&a400 $75 AVENUE 'B' NO. DATE RfYASIONS By CHK APP'D I�'*I'�� DEWBERRY NO. JOB N0. DRAWING NUMBER REV
FAX.M7.0&3310 SAN ANTONIO, TX 715215 SCALE: AS SHOWN DESIGNED BY: MKW DRAWN BY: SK 50014749 50014798 SPMA0036A-A01 0
` H _ TO_P OF EXISTING MONOPOLE
EXISTING
ELEV.= 19O 0 A.G.L ..".�-
ANTENNAS -
\_CL_OS EXISTING ANTENNAS
ELEV.. 190'-0" R.G.L.
_ C.L. OF EXISTING ANTENNAS _
- ELEV.= 1fi0 Q A.G.L
35'-D' X Exasnnlc +2'
WOE'SWING GATE -
PROPOSED 8'X70' EXISTING GRAIN OF EXISTING ANTENNAS
34'_O. q LEASE AREA r> PROPOSED POCKET ELEV.=17O=0' A.G.L.
4 0 (BD so- NT.) C01 ANTENNA COMMUNICATIONS
x C01 x� 7 (TYPrS)
PROPOSEDEXISTING UNDERGROUND POWER � — ♦ PROPO ANTENNA
CPS __ C.L, of PROPOSED A.G.L.
W5ED
-
EQUIPMENT ON PROPOSED METER & TFIM CQNIX1115 r t , COt / ELEV.�160 0 A.C.L
CONCRETE PAD x (USE EXISTING
AVAILABLE METER)
2 E
E01 L _ PROPOSED 24" g __ C.L. OF ExIS1T iG ANTENNAS _
x " ' — — — — WIDE ICE B -0-0 RIDGE ELEV.=1
I� 48' A.G.L.
(LENGTH.14'3) CDi 1
x EXISTING EXISTING PPC Fx
EXISTING E%fSTING ICE BRIDGE E7(+STINC 190't A.G.L.
METER BANK TELCO BOX TALL MONOPOLEEXISTING SPRINT - C.L.OF EXISTING ANTENAS N _
x EQUIPMENT ON I �_-ELEV- 132'-0-0 A.G.L
I` EXISTING STEEL BEAMS
I ABANDONED X
MONOPOLE
x FOUNDATION } I
1 1 1
EXISTING
EQUIPMENT X
x SHELTER
3 l
A02 I EXISTING 190'f A.C.L.
EXISTING 8' TALL CHAIN TALL MONOPOLE
x Ix uNKED FENCE WITH 3
EXISTING STRANDS OF BARBED WIRE
VERIZON WIRELESS
EQUIPMENT SHELTER
x x
EXISTING
EQUIPMENT I
SHELTER X X -
x
EXISTING CPS
X
ANTENNA
1 PROPOSED 24'WIDE ICE
X C01 BRIDGE OVER EQUIPMENT
Cl, .OF EXISTING GIPS ANTENNA_
ELIV.= 75-0' A.C.L.
Ex15nNc 3 PROPOSED GPS
CONCRETE PAD x C01 ANTENNA PROPOSED 21' 6
x0 WIDE ICE BRIDGE C01
EXISTING
EQUIPMENT ON EXISTING
CONCRETE PAD EQUIPMENT SHELTER EXISTING
x X VERIZON WIRELESS
EXISTING ED
MONOPOLE FOUNDATION EQUIPMENT SHELTER
EXISTING 8' TALL CHAIN
LINKED FENCE WITH 3
PROPOSED SITE PLAN STRANDS OF BARBED WIRE
SCALE- 1•.g•_Q• i PROPOSED BTS 3231
D' S' 10' C• 10B E01 EQUIPMENT CABINETNET
NOTES- `C 1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR CLARITY. ! PROPOSED ELEVATION
2. NORTH SHOWN AS APPROXIMATE. _ _ SCALE 1".1D'-D• "N
3. PLANS BASED ON OBSERVATIONS MADE DURING SITE VISIT BY DEWBERRY-GOODKIND, INC., o' 10' 20'
ON DO-12-DO.
4. ANTENNAS, TMAS, DIPLEXERS, MOUNTS & COAX TO BE INSTALLED PER TOWER
MANUFACTURER RECOMMENDATIONS & TOWER ANALYSIS BY AMERICANI TOWER ENGINEERING ANTENNA NOTES:
SERVICES (DATED 08-07-08).
1, AZIMUTHS BASED ON APPROXIMATE TRUE NORTH
OF5_ ELEVATION BASED ON THE PROPOSED CONFIGURATION IN THE STRUCTURAL ANALYSIS BY
AMERICAN TOWER ENGINEERING SERVICES (DATED 08-07-08). 2. CCENTRACTOR TONA UVEERRF FINAL.AZIMUTHS PRIOR TO HALF SIZE PRINT
WING IS SCAUEAdU
ANTENNA ORIENTATION KEY �1 g BRAflf03+�A. ip AT N�THE WTED SCALE
SCALE Ni.T.S, Z MILL$
v CML m
.339M POCKET COMMUNICATIONS
It Dewberry,,
AGAWAM ATC A a "c�T sAN ANTONIO, Tx 78215
DlavvbeTry-0aodldnd,Inc. SITE NO. SPMA0036A poc t 0 10/21/08 ISSUED FOR CONSTRUC'T10N MKW GIN PPS SS/0 PROPOSED SITE PLAN & ELEVATION
980 SUMMTBI ST. 1804 MAIN STREET COMMUNICATIONS A 09/29/08 ISSUED FOR REVIEW MKIN GHN PPB
10THPLODR AGAWAM, MA 01001 - DRAWING NUMBER REV
BOSTOK MA=10 DEYIBERtTY NO. JOB NO.
PHONE:LIT.1195.3400 815 AVENUE �S� O. DATE REVISIONS BY CNK APP'D
17AIWSS10 SAN ANTONIO. TX 7821$ /�� SPMA003fiA-A02 0
SCALE: AS SHOWN DESIGNED BY: MKW 1NiAYAN BY: SK � 50014749 50014 FAX:$ 798
PPC S-UNE B2 SH-GAI_V. 120 2-0"* I EXISTING GRADE GPS ANTENNA
CHANNEL CARNET CNVN (IT YP.-5){CUT TO LENGTH) I (P/N Nf0801 Wl)
24"WADE ICE 3/8'A307 U-80LT
BRIDGE OVER (2 PER CHANNEL) �L - „ -TT'� _ I- I EXOTHERMICALLY WELDED
EQUIPMENT - II. II�r CONNECTION (TYP-)
MATCH EXISTING (CADMIELD OR APPROVED
MATERIAL & GRADE EQUAL)
N
I I �
I ! �
LL !_---- I WARNING TAPE 3'0 MOUNTING
iv 3'ALUMINUM MAST, i"O.D. POST
z
TRENCH
, A °1
3'0 SCH. 40 IS{.A1N STS 3231 COMPACT FLL
PIPE (GALA.) EQUIPMENT �j (90R) DR AS PER UTILITY U-BOLT$ 2- �••� -
►+ET it I'�
2'-3 1/2" COMPANY REQUIREMENTS
f I—
PIPE CAP 24•WIDE ICE
BRIDGE OVER -
4'-0" (TYP-) EQUIPMENT
+2 AWG BTCW
24"WIDE ICE I I =r UNEWAVATED 1 7/8"
BRIDGE OVER I J
EQUIPMENT "
GROUNDING
PPC pY
CABINET
_ GROUND BAR
4 ATTACHED TO
'0S H-40 BTS 3231 E87S 3NT - LEAN SAND SUITABLE FOR 1/2"0 COAX CABLE MOUNTING POST.
EQUIPMENT CABINET 4"f SCH 4o TELCO CONDOR CONI%1TI BEDDING (SEE NOTE 4)
CABINET
� (W/2ODLC MINIMUM PULL YAFRE) 1 I PVC
m - L 12' MIN. /2 AWG BTCW
TO GROUND ROD
1. E FREE OF ORGANIC OR OTHER DELEfIERII0US MATERIAL, EXCAVATED
S. MATERIAL MAY BE USED FOR BACKFILL -
E BRIDGE FOOTING 2. IF NOT, PROVIDE CLERK COMPACTIBLE MATERIAL. COMPACT IN 8`LIFTS.
B-LINE 926-SH-WLV- 120 REMOVE ANY LARGE ROCKS PRIOR TO BACKFI4JNG. CONTRACTOR TO VERIFY GPS ANTENNA
CHANNEL(TYP.-5) LOCATION OF EXISTING U/C UTILITIES PRIOR TO DIGGING. SCALE: N.T.S. 3
FIINISHED GRADE (CUT LENlVTNi) 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SWILL
ELEVATION SECTION ION HAND BIG U/G TRENCHING. GRp WIDE BR� :SITE PRO FOUR POST 24"WIDE SITE
BRIDGE SUPPORT PRO GRIPHANNEL
4. CONCRETE ENCASE CONDOR WHEN TRENCHNG UNDER SITE ACCESS ROAD. POST CAP (TYP. CHANNEL (P/N.GRS24) �KET(P/!I�FP24) ���24)NFZ POST CAP (IYPJ
EQUIPMENT MOUNT 3"* POST
-0 JOINT SERVICE TRENCH BURIED CONDUIT
(ELECTRICITELEPHONE FOR"3/80 HI�HIT RE
N 2 0--1 1/4" 50D EPDXY INJECTION ANCHOR
SCALE N.T.S. 3 0 SCH. 40 WITH W 3 3/3" MIN. EMBED.
P (CAW.)
(3'IPE MIN. EMBEDMENT ++{r��----ffTTTT
INTO CONCRETE)
1 PROPOSED BITS 3231 RFS CHAIN MOUNT _ 4 %,
EQUIPMENT CABINET m
1'-10'
ED1 PROPOSED GPS 3 P/N 916943/916944
ANTENNA KCOP (OR APPROVED EQUAL) E I
C -
� � PROPOSED UNIVERSAL
+`�\ 1'-0. 1"CHAMFER VERTICAL P/N BASE
NR PROPOSED 1/4
PROPOSED 24' ( EIXAL)OR APPRWIED BASE PLATE B"
WIDE ICE BRIDGE C01 FINISH GRADE
f BASE PLATE OPTION
Su oa o g I I n 7".
CO0000 ! E Dry
�V GOC�
PROPOSED 6'X1O' I z �� I I I I f - _ $;
LEASE AREA ej PROPOSED 24' E - [ ! 1 =I -I( I I 1. ICE BRIDGE SHALL BE SITE PRO GRIP STRUT BRIDGE CHANNEL(P/N: CRS24) OR
{80 50. FT.) I WIDE ICE BRIDGE 0 I I�� [ , '�1�I I- 1 I ,.f„ APPROVED EQUAL
COt OVER EQUIPMENT =I ' T
L - - - - - - - '-J1/2" ! , III , ,
2. CABLE SUPPORT SHALL BE SITE PRO uwvERSAI VERTICAL TRAPEZE KIT (P/N:VT12) OR
� 1 MIN. I ! I I (8) i4 YERPTCIN. 64R5 APPROVED EOUAI.
C61 EQUIPMEPROPOSED
NT MOUNT ��� P�PQSED( 1 I--I U (EQUALLY SPACED) 3. ALL COMPONENTS SNWl BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
CO, EXISTING MONOPOLE !! ''��.. II 4, CONTRACTOR SHALL DETERMINE REOUTAED QUANTITY OF ALL ICE BRIDGE COMPONENTS.
/3 TIES.TYP. S. SWAP-IN HANGERS. SPLICE KITS, HINGE KITS,EXTENBWN KITS.STIFFENERS,AND OTHER
CED GW O.C.) MWEIIANEQUS HARDWARE SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED.
COMPACTED (SPA
SUBGRAOE
. 8. ICE BRIDGE SHALLBE ROUTED TO ACCOMMODATE 11# MINIMUM BENDING RADIUS OF THE
COAXIAL CABLE
CONC FOOTING
7, ICE BRIDGE COMPONENTS SHOWN ARE SCFIEMAilC, CONSULT MANUFACTURER FOR EXACT
Il1CfTEa AND CURRENT SPECIFICATIONS,
1 1. INSTALL MOUNT&ANTENNA PER STRUCTURAL ANALYSIS ICE BRIDGE DETAIL
AY MANuFALTURER'S RECOMMENDATIONS. SCALE: WTS. U
1. PROPOSED EQUIPMENT CABINET SWILL BE ANDIORED AND i�
INSTALLED PER MANUFACTURER'S
FACTURS SPECIFICATIONS.
RFS TRI-SECTOR CHAIN MOUNT KIT ���OF M
Ads
EQUIPMENT PLAN ' 4 FOR THREE WIRELESS ANTENNAS G �� 4E,yG HALF SIZE PRINT
SCALE.. 1•-2'-0" SCAM'N.T.S. `J � 6RADFORD A. � THIS DRAWING IS SCALEABLE
0' 2' - 4' 2 MILLS AT HALF THE NOTED SCALE
U GIw Ca
No.33886 POCKET COMMUNICATIONS
Dewberry* AGAWAM ATC owe SAN ANTONIO, TX 78215
Dewberry-(3o0dkind,Inc. SITE NO. SPMA00A0036A packet
D 10/21/08 ISSUED FOR CONSTRUCTION MK1Y OHN PPS s$10 CONSTRUCTION DETAILS I
260 SUMMER ST, 1804 MAIN STREET
LOTH FLOOR COMMUNICATIONS A 09/29/08 ISSUED FOR REVIEW MKW CHN PPS
BOSTON,MA GQ210 AGAWAM, MA 01001 - _ DRAWING NUMBER REV
PHONE:617.BI6.ID 815 AVENUE 'B• O. DATE REVISIONS BY CHN APP'D Ib•�7! •� DEWBERRY N0. JOB N0. _
F-AO E:0116.8910 � SAN ANTONlO, TX 78215 SPMA0036A—COI 0
SCALE AS SHOWN DESIGNED BY: MKW DRAWN BY: SK 50014749 500i4798
PROPOSED POCKET COMMUNICATIONS
ANTENNA JUMPERS - UTILITY METER -EXISTING (USE AVAILABLE METER)
TELCO DEMARK EXISTING SODA, (COORDINATE WITH UTILITY COMPANY) BACK OF EQUIPMENT MOUNT FRONT OF EQUIPMENT MOUNT
M20/24OV, 1A-3W
MAIN DISCONNECT PROPOSED 30A. 10, -
120/240V BREAKER
EXISTING 6 GANG
UnUTY METER RACK PROPOSED
T1/E1 UPPER AND - 2OVER EQUIPMENTE ICE BRIDGE ['PC OVER EOUIPMENT4* WIDE ICE IDGE
LOWER PORTS HIS 323 3231
O Uo EQUIPMENT CABINET
1'CONDUIT CABINET CA&NEf
COUPLER FITTING
REMOVE COVER TO
ACCESS GROUND
TERMINAL
0 t"FLEXIBLE
CONDUIT
t' FLEKSLE PROPOSED
CONDUIT PPC
FROM SITE
SAFETY GND l�
IN 1" RGS 1
200-240VAC I I 4'0 40 RGS \` '/, II I CPPR' LONG
coNDurt
GROIMD ROD
NYLON PULL ROPE
` [. OE
- - -� _ _
I
T,/E, ENTRANCE GABLE
CUSTOMER ALARMS
NDIYS: \ �3#10. 1#tOG IN S" PVC
1. SAFETY GROUND SHOULD BE THE SHORTEST DISTANCE WHILE MAINTAINING ROUTING REQUIREMENTS. — — — — — — — — — — — —— — — — — , — — — /
2_ TYPICAL CONDUIT ROUTING SHOWN. INSTALL CONDUIT PER SITE REQUIREMENTS.
�-0 SCH 40 PVC
3. RIDGED CONDUIT MAY BE USED IF REQUIRED. CONDUIT W/ 3/6"
BTS 3231 TYPICAL CELL SITE CABLING DETAIL NYLON PIxL ROPE
SCALE N.T.s. 1
ELECTRICAL RISER DIAGRAM
SCALE: N.T.S.
GENERAL ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING STATE. COUNTY AND LOCAL CODES,OS.HA,NEO 2005, NFPA (7O. POCKET COMMUNICATIDMS,AND 20. CONDUIT: .
THE SPECIFICATIONS DETAILED IN THESE PLANS.
a. RIGID CONDUIT SHILL BE U.L LABEL GALVANTLED ZINC COATED WITH ZINC INTEFTOR AND-SHALL BE USED WHEN
2. SUBMITTAL OF END INDICATES CONTRACTOR IN COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE FARTM, UNDER PUBLIC ROADWAYS, IN MASONRY
WALLS OR EXPOSED ON BUILDING EXTEROR, RIGID CONDUIT N DONTACT WITH EARTH SMALL BE 1/2 UPPED ELECTRICAL AND TELEPHONE GENERAL NOTES:
S. CONTRACTOR SHALL PERFORM ALL VERIRCATION,OBSERVATION.TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL RAPPED wrrH HUNTS WRAP PROCESS NO.3,
'ONSTRUCTON. CONTRACTOR SMALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE PROJECT MANAGER LISTING ALL MQ"NCTNOWS.FAULTY EQUIPMENT.AND DISCREPANCIES. G. ELECTRICAL METALLIC TUBING SHALL HAVE U.L LABEL FrMMGS SMALL BE GLAND RING COMPRESSION TYPE EMT
r L avq .RF OsugAMMATC ONLY. FOLLOW AS CLOSELY Ul5 POSSIBLE.CONTRACTOR SHALL ENSURE THAT ACCESS TO EQUIPMENT Fa MAINTAINED IN ACCORDANCE WITH SHALL BE USED ONLY FOR INTERIOR RUNS. - 1, FOLLOWING COMPLETION OF WORK, PROVIDE OWNER WITH AS-BUILT
Io.M t I',r•:1. ,RANI S AND ALL APPLICABLE CODES. .. FLEXIBLE METALLIC CONDUIT%IAL.L HAVE U.L LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. DRAWINGS SHOWING TELEPHONE AND ELECTRIC LOCATIONS.
FITTINK.'4. SHALL BE 'JAKE OR "SOUFFEE"TYPE. SEAL TIGHT FLMOLE CONDUIT. ALL CONDUIT SMALL HAVE FULL
5. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, NSURAMCE. EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS,TRINSPORTATIDN,ETC, FOR A COMPLETE AND PROPERLY SIZE GROUND WIRE. - -2, WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, NEC 2005.
OPERATIVE SYsTEN. ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS.AS SPECIFIED HEREIN AD/OR AS OTHERWISE REQUIRED. 21. ALL ELECTRICAL EOUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASM LABELS.
- I COORDINATE WITH UTILITY AND LOCH. ELECTRICAL INSPECTOR FOR FIAL POWER
a ALL WITFRMLS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHAH BE OF RITE BEST GRACE AND OF THE SAME MANUFACTURER- 2.2, CONTRACTOR WALL COORDINATE THE I].ECrRNCAL SERVICE WITH POCKET COh"mO J4TIONS AND LOCAL UTILITY. CONNECTION.
THROUGHOUT FOR EACH CUSS OR GROUP OF EQUIPMENT,MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRTER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL
"UL"WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF ALL APPLICABLE STANDARDS ESTABLISHED BYANSL NEMA, IEEI; AND NFPA GOVERNING 23, THE ENTIRE ELECTRICAL UNSTALLATION SHALL BE GROUNDED AS REQUIRED BY NEC AND ALL APPLICABLE CODES, 4. UTILITY WILL SUPPLY METER. COORDINATE WITH UTILITY FOR METER TYPE AND
BODES HAVING JURISDICTION. MATERIALS SMALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI. NEMA.AND NM, INTERCONNECTION.24. GROUNDING SYSTEM RESISTANCE SHALL MDT EXCEED S OHMS. IFTHE RESISTANCE VALUE IS EXCEEDED. NOTIFY THE
7. COMPLETE JOB SMALL BE GUARANTEED FOR A PERIOD OF ONE(�1)YEAR AFTER THE CITE OF JOB ACCEPTANCE BY OWNER. ANY WORT(, MATERIAL OR EQUIPMENT FOUND TO BE OWNER FOR FURTHER IIS[RUnON ON METHODS FOR REOUCNG THE RESISTANCE VALUE.CONTRACTOR SWILL SUBMIT .S. ALL DUSTING UNDERGROUND LINTS ON SITE TO BE LOCATED PRIOR TO
FAULTY DURING THAT PERIOD SMALL BE CORRECTED-AT ONCE.UPON WRITTEN NOTIF"MON,AT THE EXPENSE OF THE CONTRACTOR TO THE PROJECT MANAGER ALL TEST REPORTS AND ONE COMPLETE SET OF PRINTS SHOWING"INSTALLED WORK". CONSTRUCTION. CALL ,-BBB-Dr-SAFE PRIOR TO CONSTRUCTION.
S. ALL CONDOM ONLY(C.O.) INSTALLATIONS SHAD.HAVE A 3/8"PULL WIRE OR ROPE 25, UPON CONPLETIDN OF WORK, CONNCr CONTINUITY.AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. 6. SEA.ALL SERVICE ENTRANCES KM SHELTER FOLLOWING INSTALLATION.
suBmrr TEST REPORTS TD PROJECT MANAGER. CLEAN PREMISES OF ALL DEM RESULTING FROM WORK AND LEAVE
9. CONTRACTOR SHALL PROVIDE POCKET COMMUNICATIONS MANAGER WITH ONE SET OF COMPLETE ELWIRrAL As INSTALLED`DRAWINGS AT THE COMPLETION OF THE JOB. SHOWING WORK IN A COMPLETE AND UNDAMAGED CONDITION. 7. SEE PAGE Ep2 FOR GENERAL GROUNDING NOTES.
ACTUAL DIMENSIONS.RMITINGIL AND CRCUITS
26, AL EXPOSED GROUND WIRES ROUTED RANG THE SIDE OF EQUIPMENT SHELTERS OR ROUTED OVERFO CONCRETE JT_ COORDINATE WITH LOCAL TELEPHONE COMPANY R ALL ROUTING AND DESIGN.
10- ALL PIOCHURES, OPERATING MANUALS.CATALOGS.SHOP DRAWNGS. ETC. SMALL BE TURNED OVER TO CWWE'R AT JOB COMPLETION. FOUNpATIONS OR OTHER ExiTING STRUCTURES SMALL BE INSTALLED N PROPERLY ANCHORED 3/4"I (MN.)PVC
CONDUIT.
11_ POWER WIRE AND CABLE CONDUCTORS SHALL BE COPPER/12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTIOMSE ON DRAWINGS.CONDUCTORS/10 AWG AND SMALLER SHALL
BE SOUP. 27, CONTRACTOR SMALL NOT DISTURB EXISTING GROUNDING SYSTEM.ANY DAMAGE SHALL BE REPAIRED IMMOMMY AT NO
ADDITIONAL COST.
12. AL CONDUCTORS LARGER THAN /10 AWG SMALL BE STRANDED COPPER WITH TWIN WM INSULATION, UNLESS NOTED MHMW SE
2$. AL ITERIDR CABLES AND WIRIINO 9W1 BE NEATLY ROARED N OVFRFPFAD LADDER RACK AND FASTENED TO LADDER
13. ALL MATING SURFACES OF GROUND CONNECTIONS SHALL BE CLEARED SMOOTH APO CDATED WMI ANTIOXIDANT PRIOR 70 ATTACHMENT. RACK.
M ALL GROUND CONNECTIONS BELOW GRADE MIST BE DODIERMICALLY WELDED (CAW WELD OR APPROVED EQUAL) 29. ALL GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARDS FROM POINT OF ORIM TO TERMINATION POINT(GROUND
BAR. GROUND RING, ETC.
15. ALL EXTERIOR GROUNDING CONDUCTORS SMALL BE /2 AM SOLID TINNED BARE COPPER WIRE U%iESS NOTED OTMffRWISE. 30. GROUNDING CONDUCTORS SHALL NOT REVERSE DIRECTION (EXCEPT HALO& BURIED GROUND RINGS). OTHER .
Ii. AL CIRCUIT BREWERS. FUSES AND ELECTRICAL EQUIPMENT SHMI HAVE AN INTERRUPTING RATING NOT LESS THE MAXNuM SHOT?CIRCUIT CURRENT TO WITCH THEY NO BE EXCEPTIONS NEED TO Be APPROVED BY POCKET COMMUNICATIONS CONSTRUCTION MANAGER PROP M WAlATIOW �.'
�1SUBJECTED,AND A MINIMUM OF 10,000 A.I.C. COORDINATE SHORT CIRCUITREQUIREMENTS WITH LOCH.UT9DY COMPANY. OF Ms,. GROUNDING calloucroRs sHAIJ HAVE A MINIMUM BENLT+PNG RADIUS GF Nr. qSsit
17, IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES.OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS. M PIPE RUNS. ETC..IT ALL CONNECTIONS TO GROUND PULES SMALL RITE CAD WELDED 70 THE CENTER OF THE PLATE ALL DETAILS SHOWING
MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED WAD. COT OR DAMAGED UNDER ANY CIRCUMSTANCES. CONNECTIONS TO GROUND RODS ARE ALSO LOUT FOR WIELDED
TO THE
R GROUND PATES. �3` �A. , [,,�+rjl PRINT
,B. LOCATION OF TENDONS AND/OR REINFORCMG STEEL AAE NOT DEFINITELY KNOWN AND.THEREFORE, MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VA I'31 L1 OR0
CAUE
S
%-TOY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING MO/OR STEEL TENDONS. a Its THIS DRAWING IS SCA
19. ALL MATERIALS SHALL BE U.L LISTED. cm
� AT HALF THE MDTED SCALE
No.33M
POCKET COMMUNICATIONS
it Dewberry* AGAWAM ATC vowFero ` , SAN ANTONIO, TX 78215
DewbeTTy-000d1(1Tld,Inc. SITE NO.SPMA0036A ocket 0 10/21/05 ISSUED FOR CONSTRUCTION MKW CNN PPB
260SUMM3RST. 1804 MAIN STREET P COMMUNICATIONS A 09/29/06 ISSUED FOR RENEW MKW GRIN PIPS
RISER DIAGRAM & BTS 3231 DETAIL
10lN FLOOR AGAWAM, MA 01001 1b'Z J+
BOSTON.MA 06210
DEWBERRY N0. JOB N0. ORATING NUMB R R
PHON 11:01Y.Nas.swO 815 AVENUE 'S' 0 TENSIONS BY CNK APP'0
Fax:Ir7.M.3310 SAN ANTONIO, TX 75215 • AS SHOWN DESIGNED WY. MKAY DRAWN AY. 5K 50014749 50074798 5PMA0036A—E01 0
• GROUND PER
N.E.C.STANDARDS
IV GROUNDING GENERAL NOTES
1. ALL DOYM CONDUCTORS AND GROUND THE RING CONDUCTOR SHALL BE #2 AWG.
= SOLID, BARE, TINNED COPPER. UNLESS OTHERWISE NOTED. ALL CONNECTIONS TO
GROUND RING SFW1 BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE AT A
MINIMUM DEPTH BELOW GRADE OF 18 INCHES OR TO LEDGE. MINIMUM BEND RADIUS
GROUNDING LEGEND SHALL BE B INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY
FOUNNDATION, UNLESS OTHERWISE NOTED.
GROUND BAR 2. GROUND RODS SHALL BE 5/8'DA ER MET COPPER CLAD, HARGER, TNI:B. ERICO, OR
EOUNmENT. TOP OF ROD SHALL BE A MINIMUM OF 18' BELOW GRADE. IF LEDGE IS
ENCOUNTERED, INSTALL GROUND ROD AT AN ANGLE. ELECTRICAL METER GROUND ROD
------- GROUND COPPER WIRE, SIZE AS NOTED EXCEMM
3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED,BOLTED, COMPRESSION-TYPE,
�-- MECHANICAL GROUND CONNECTION CLAMPS OR SPUR-BOLT TYPE CONNECTORS SHALL BE USED.
5/5'X10' COPPER CLAD STEEL GROUND ROD 4. GRIND OFF GALVANIZING IN AFFECTED AREAL EXOTHERMICALLY WELD #2 CONDUCTOR
AT 6'ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER, COUD-GALV AFTER.
EXOTHERMICALLY WELD OTHER END TO GROUND RNG,
�-�-- EXOTHERMIC (CADWELL) CONNECTION
5. INSTALL GROUNDING KITS AT ANTENNA CENTERLINE, AND TOWER EXIT POINTS.
GROUND COAX LINES. EXOTHERMICALLY WELD #2 DOWN CONDUCTOR TO PLATES. RUN
— — — EXISTING GROUND RING (V.I.F.) DOWN TOWER,AND TIE INTO GROUNDING SYSTEM.
6, ALL GROUNDING WORK SHALL COMPLY WITH POCKET COMMUNICATIONS CONSTRUCTION
PROVIDE #2 AWG GROUND CONTRACT STANDARDS, FOLLOWING COMPLETION OF WORK. GROUND SYSTEM MUST BE
LEAD FOR PROPOSED - TESTED AND SHALL HAVE A RESISTANCE OF 5 OHS OR LESS SUBMIT AN
EQUIPMENT CABINET TO E01 INDEPENDENT 'FALL POTENTNL' TESTING REPORT.
PROPOSED GROUND BAR
7. ALL GROUNDING CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE INSTALLED
IN 3/4' SCH 40 PVC CONDUIT TO 12» BELOW GRADE, ATTACH PVC WITH GALVANIZED
BOND TO EXISTING 'C' amps,
GROUND RING B CONTRACTOR SHALL HAND-DIG IN AREAS AROUND EXISTING UTILITIES.
IN, 9. NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING
GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS.
10. GROUNDING RING IS SHOWN AS SCHEMATIC ONLY. IT IS DESIGNED WITHOUT BENEFIT
OF RESISTIVITY TESTING AND DOES NOT NECESSARILY REPRESENT A GROUNDING
SYSTEM TO MEET ANY SPECIFIC GROUND RESISTANCE,
5 EQUIPMENT 11. PRIOR TO POURING CONCRETE. ALL REBAR LOCATED NEAR THE BOTTOM OF THE
E03 GROUND BAR FOUNDATION SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING
ELECTRODE, BY STEEL TIES OF OTHER EF'FECTNE MEANS APPROVED BY NEC 2DOS
? I I AND STRUCTURAL ENGINEER, AND BONDED TO THE GROUND RING AS DETAILM IN
I I THESE PLANS. (INSPECTION MAY BE REQUIRED PRIOR TO POURING CONCRETE AND
MUST BE COORDINATED BY CONTRACTOR.)
'�- 12. IN ACCORDANCE WITH NEC 20D5 REQUIREMENTS.ALL GROUNDING ELECRiODES
PRESENT ON SITE SHALT. BE BONDED TOGETHER (REFERENCE 2005 NEC ARTICLE
\ u I 250.50).
THE BOTTOM OF 5
MONOPOLE E03
PROPOSE. COPPER STEEL
E03 GROUND ROD. 5/8'0 L.
't MI MIN. AND
10' LONG. MIN. (TYP.-2) ss
BOND TO DUSTING
GROUND RING
. (V.LF.)
O
SCHEMATIC GROUNDING PLAN 1
�sF���OF
SCALE: N.T.S. y6 HALF SIZE PRINT
THIS DRAWING Ns_SCALEABLE
a MILLS AT HALF THE NOTED SCALE
U CMI to
Dewberry* �� No.33 POCKET COMMUNICATIONS SAN ANTONIO, TX 78215
Dewbe -Goodkind,Inc. SITE NQ SPMAO 36A Di
rry
SUMMER pocket D 10/21/08 ISSUED FOR CONSTRUCTION MKW GHN PPB SCHEMATIC GROUNDING PLAN
�THRaDFt BT• 1N3D4 MAIN STREET COMMUNICATIONS A 09/29/08 ISSUED FOR REVIEW MKW CHIN PP13
BOSTON.MA o2m AGAWAM. MA 01001
PHONE:E17.EY6.34W 815 AVENUE V N0. DATE RV4SIONS Erf� CHK APP'O 16 TI bip
DEWBERRY NO. JOB NO. DRAWING 14UMBER REV
FAX:Nn7A*.3310 SAN ANTONIO, Tx 7821
_.... __.._.. _ SCALE AS SHOWN DESIGNED BY: MKw DRAWN BY: SK $0014749 50014798 5PMA0036A-E02 D
` I
F /2 AWG SOLID TNN
COPPER GROUND WIRE
■iNyyFIN GRADE
s 9 STAR WASHER(TYP.) FLAT WASHER (TYP.) PDT ADN
STAINLESS 1/2-xi 1/2"HEX BOLT
STEP HARDWARE
NUT(-I--)
TWO HOLE COPPER. SAFETY METER SOCKET/MAIN
I/4 UHC% t/2"BOLT(C_U.) - DOUBLE BOLT GROUND LUG GROUNDING COMPRESSION TERMINAL DISCONNECT AT METER RACK
5/0"N+uto'-0" LONG NUT h WASHERS 7 (TYP.) CABLE GROUND BAR (BY CONTRACTOR) AND INSTALL LONG
(MIN) COPPER SHANK LACK ON ARM TO PREVENT
CLAD GROUND ROD EXPOSED BARE COPPER TO BE OF TAMPERING
{y GROUND BAR GROINIDIIG CABLE KEPT TO ABSOWM MLNµ AI. NO
E� a2 INSULATED GREEN COMPRESSITIONON
ALLOWED AL(TYw9mm THE '
E``TII STRANDED TAP (C-U.) ELEVATION A 2EQIQN •A_A•COMPRt ION TERMINAL(TYP.) #2 SOLID TINNED COPPER
EpUIPMENf CONTINUOUS TO GROUND RING
!lDIE: !>1�.
. 1. DOUBLING UP OR STACKING OF CONNECTIONS IS NOT PERMITTED GRADE
7. FROST LME TO 8E VERIFIED.
CONNECTION TO EQUIPMENT DETAIL 2. OXIDE INHIBfDNG COMPOUND TO BE USED AT ALL LOCATIONS.
GROUND ROD 2
CGJl F• N.Ts } SCALE: N.T.S. TYPICAL GROUND BAR I
MECHANICAL CONNECTION DETAIL 3 CONNECT TO GROUND RING
SGV.E: N.T.S. .._..
r��COPPERCLAD STEEL GROUND
(5) (2) ANTENNA 1'-O" ROD $/B"s x to'-0"LONG
O OURINE
TYPKaL
(4) (� METER SOCKET_GROUNDING
(JWUMPER
TYr�E EAR-Tc .CL MP - OR - a SCALE: N.T.S.
IS SEE NOTE 3)
CADWELD TO MAST \ 12"TO 24"
q ° ANTEFINA CABLE
o v
oIAL WEATHERPROOFING KIT
° JUMPPERR (CABLE GROUND KIT
( TU CHME OW-) /6 AWG STRANDED COPPE 3 R TO ANTENNAS
GROUND WIRE (GROUNDED TO
FI EVAnDN GROUND BAR) (SEE NOTE 1 h 2)
LEGEND,• GROUND LUG TO
TOWER
+. WITHMISULATM BARE TINNED COPPER GROUND WS KIT � ANTENNA MOUNT ttD7�5:
WEAT14ERPRODFING
WITH WAIL BRACKETS, 7/4"x2"x10",ANDREWS tRX2rX'/"lKIT (TYP.)
GROUND BAR BUSS KIT OR APPROVED EQUAL GROUNDING DETAIL 1. 00 NDT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. ANDREW SUREGROUND
2. (2)INSULATORS (INCLUDED) _ SCALE: N.T.S. 6 COAX JUMPER (TYP.) TYPE KIT (TYP.)
2. GROUNDING KIT SFW.i. BE ANDREW SUR£GROUND TYPE KIT
3. (2) 1/2" IACKWASHERS (IKVJDETI) WITH TWO-HOLD: LUG.
WEATHERPROOFIN AWG
4. (2)WALL MOUNTING BRACKET(NdLOf.0) 3. SUPPLER PROOFING KI, SCOLD. BE ANDREW TWO-PART TAPE CONNECTO
SUPPLIED PFTTFI KIT, COLD SHRINK SHALL NOT BE USED.
s. (2) 1/2-13 x 1"H.H.CS. (INCLUDED)
KIT(IYP. TENNA GROUND BAR.
NO F O E R TD
6 (2) +/z-13 X /a•N.HQ.s. (INNxuom) ro MONI aPON£ TOP OF ON LEBAR CONNECTION OF CABLE GROUND ANTENNA CP of TOWERTO Bf5 EWNPMEIIf(GROUND BAR PLATE � Nm7' KIT TO ANTENNA CABLE DETAILSCALE: N.T.S. - STANDARD GROUND KR LUGROINND LUG SCALE: N.TS. 7 _..}
SIZE 6 AWG STRANDED Cu ANTENNA GROUND OAR
WIRE WITH GREEN, Boor, uoTrom OF MONOPOLE CONNECTION OF GROUND WIRE
THON INSULATION (TYP) I TO GROUNDING BAR DETAIL $
COWL CAsL6 (CEP FOR ALL ERI C WELD
SIZE 2 AWC ON SCALE:N TS.
TO TRANSMISSION EQUIPMENT SOLID BARE TINNED
TRAY OR ICEBRIDGE COPPER WIRE
FOUNDATION
E 2 AWG WIN SOW - -
TINNED EXOTHERMIC WELD
TO MONOPOLE BASE PLATE
1ld1F.: EVEN ROD
1, NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF -
MONOPOLE.ANTENNA LOCATION AND CONNECTION ORIENTATION.
PROVIDE AS REQUIRED.
MONOPOLE GROUNDING 9 ,��P~tK OF A(q��.�,
SCALE N.T.S. dv�BRA+DFOR/A. 3� HALF SIZE PRINT
MILL$ THIS DRARIIIG 15 SCALEABLE
u AT HALF THE NOTED SCALE
No.33M
91 Dewberry ^ °� POCKET COMMUNICATIONS
Dewberry-Goodkind,im SITE NO. PMAO 36A packet
Ss�ONA SAN ANTONIO, TX 78215
200 SUMMER ST. Q 70/21/OB ISSUED FOR CONSTRUCTION MKW CNN PPB GROUNDING DETAILS
1804 MAIN STREET
'7pTHFLOOR COMMUNICATIONS A 09/29/08 ISSUED FOR REVIEW MKIY LkiN PPS
BOSTON.MA=10 AGAWAM, MA 01001
PHONE:111T.ENMS.3Np0 815 AVENUE V - DATE TENSIONS SY CNK APP'D DEWBERRY NO. JOB N0. DRAWING NUMBER IREV
FAX 17AP5=10 SAN ANTONIO. TX 78215 1= AS SHOWN JIDESIGNED BY: MKW I DRAWN BY: SK 50014749 50014798 SPA6A0036—ED3 a
0
Town of Agawam
ire • •
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
PLANNING BOARD
F
January 16, 2009 -==
Jaclyn Swenson, Agent for Pocket Wireless
KJK Wireless LLC r
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: SPMA0036A, Site Name: Agawam
ATC", 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
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: 1" = 5' 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 at 1804 Main Street.
12/19/2008 W 48 FAX 413821D ' 1 IZO02/002
TOWN OF AGAWAM
INTEROFFICE - �
MEMORANDUM
To: 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 behalf of Pocket Communications for proposed
antennas and radio equipment to be located at 591 Borth West Street and 1804 Main Street in
Agawam. Based on our review, the Engineering Deparbnent has no comments or concerns for this
project.
Engineering 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.
Sincerely,
Michael F. Albro,P.E. ._ . _— Michael C. Chase, . .
Civil Engineer I Town Engineer
SASP1531 Pocket Communicatio=\Pocket Com 01.doc
J 191RELESS
Jaclyn Swenson
Site Acquisition Consultant
485 Maple Street Office;(508)954-1310
Ftankiin,MA 02038 Mobile: (508)954.1310
jsconsulting@comcast.net Fax:(603)386-6106
Town of Agawam
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. Dachas, 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
l. 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)
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 continent 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'also.
TM OF AFlFt Fax 1031889927 In 20 2008 12-SW P002/008
AGAWAM PLANMW(;BOARD
Form D
Application for Site Plan Approval
!?lease compete the following form and return#and 10 copies of the She Plum ta:
Agawam SuOd ng Depa . .
1000 Suffield Street
Agawam,NIA.01001 DEC 1 0 ZU08
PLAt �#f$ 3 'ice g L `. ck.
I_ Name of Business _(!" 61et o 7.,,_ (((���O i CC�PJlGG lfll�i
A tircas r E W 4,k�Gw
Telepbonc JwlYe v ScvP�v � /3!o - Fqx
2. Name of Applicant/Owner �flY,�
Ads 11 "`r fI /
Telephone ` ,Cr l3 "'a ax �f1 8- -
3, Name of Enginew/Architmt �� / v��tJ/�Iq�ris lC� — �!/� yr
Address JA V � S� CJS%a
v�
4. P fOse e a brief description o f the proposed project:
5: c:r
En 0
•z
CD
<�:
Cj
' • i
KJK Wireless LLC
Jaclyn&rett m
acke
Agent for Podod wireless
485 Maple Street
Fan04 MA 022038
c. 508--954-1310
F. 508-796-2606
December 3, 2008 r)
Agawam Town Halt
Planning Department DEC 1 4
Dear Board Members
After speaking with Mr. Urbernard it was dete+mined that a Special Permit is not necessary for
the following submission and therefbre 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 of ers 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-ism contracts
compared with other major national cellular carriers.
Presently in Texas, Pocket Wireless provides a broad garage area that irvJudes San Antonio,
Laredo, and the Rio Grande Valley,and is in the process of expanding that gage 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 infierested In co-locating at the following existing
telecommunication facility:
• 1804 Main 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 hollowing documents have been inched for your examination.
Form D
• 10 Sets of Plans
r
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 I.LC
485 Maple Street
Franklin, MA 02038
c. 508=954-1310
F. 508-796-2606
iacqui 10kwirel .com
Thank you in advance for your time and consideration.
Jaclyn Swenson
cc. Mike Wrabel,Superintendant of Public Works
I