8593_SITE PLAN 850 S. WESTFIELD STREET cl ,
"8593 — Pocket Wireless -- 850 South
Westfield Street
KJK WIRELESS
Jadyn Swenson
Site Acquisition Consultant
485 Maple Street Office: (508)954-1310
Franklin, MA 02038 Mobile: (508)954-1310
jsconsulting@c:omcast.net Fax: (603) 386-6106
Town of Agawam
F �!'
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Dept., Police Dept, re Dept., ADA Committee
FROM: Planning Board 75?
SUBJECT: Site Plan - Pocket Wireless - 850 South Westfield Street
DATE; January 15, 2009
Please review and comment on the attached Site Plan for Pocket Wireless prior to the Board's
February 5, 2009 meeting.
Thank you.
DSD:prk
f Agawam
Town o
�- 36 Main Street Agawam,Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413.-786-9927
February 6, 2009
Jacklyn Swenson
KIK Wireless
485 Maple Street .
Franklin, MA 02038
Dear Ms. Swenson:
At its duly called meeting held on February 5, 2009, the Agawam-Planning Board approved the
Site Plan entitled "Pocket Communications, Site Number: SPMA0092, Site Name: 850.South
Westfield Street", dated 10/03/08 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,
D
Violet Baldwin, Acting Chairman
AGAWAM PLANNING BOARD
VB/DSD:prk
cc: Building Inspector, Eng. Dept., Town Clerk, File
9 0
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: February 2, 2009
DATE RECEIVED: January 15, 2009 DISTRIBUTION DATE: January 15, 2009
PLANNING BOARD MEETING DATE: February 5, 2009
APPLICANT INFORMATION
1. Name of Business: Pocket Wireless
Address: 485 Maple Street, Franklin, MA 02038
2. Owner: Lightower - SBA
Address: 80 Central Street, Boxboro, MA 01719
Telephone: 610-322-0059 Fax:
3. Engineer: Dewberry - Bradford Mills
Address: 280 Summer Street, Boston, MA 02210
Telephone: 617-695-2400 Fax:
PLAN REVIEW
Scale: 1" = 5' Date: October 3, 2008
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of
Plan): O.K.
Description of Project: Addition of three (3) antennas to an existing 149' monopole and
addition of equipment cabinet in existing fenced compound.
Site Plan Review
Page 2
Description of Site: Existing monopole is located on Oak Ridge Golf Course. No
additional grading or site alteration is proposed.
Provision for Traffic Flow: Unchanged.
Parking: Unchanged.
Drainage: Unchanged.
Public Utilities: O.K.
Landscaping/Screening and Buffers: Unchanged.
Sign Location: Not applicable.
Exterior Lighting: Unchanged.
Rendering or Elevations: O.K.
Dumpster Location: Not applicable.
Other Comments or Concerns:
Memorandum
To: Planning Board
CC: Chief Robert Campbell
From: Sgt. Richard Niles
Subject: Site Plan—Pocket Wireless— 850 South Westfield Street
Date: January 21, 2009
Based on the information provided,it would appear that this project would have
little negative impact on pedestrian,bicycle, and/or motor vehicle traffic safety.
Respectfully Submitted Review Ap ved by
Sgt. R. Niles Lt. 'c Gilli
Safety Officer
Agawam Police Department
OWAIML
.iaHi�ao
01/20/2009 15 :24 FAX 4138210631 IA 002/002
4 1 ,
TOWN OF AG,AWAM
INTEROFFICE
MEMORANDUM �^*
To: Planning Board
CC: File
From: Engineering
Date: January 20,2009
Subject: Form D Application for Site Plan Approval
Per your request dated, January 15, 2009, we have reviewed the Application for Site Plan Approval
submitted by Pocket Wireless for the proposed addition of three (3) antennas and associated base
station radio equipment at the existing teleco nmunication facility located at 850 South 'Westfield
Street. Based on our review, the Engineering Department 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 921-0628.
Sincerely,
Michael F. Albro, P.E. Michael C. Chase, P. .
Civil Engineer I Town Engineer
S:1SP1531 Pocket CommuinicationsTocket Com o2.doc
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Dept., Police Dept,Fire Dept., ADA Committee
FROM: Planning Board -75-
SUBJECT: Site Plan- Pocket Wireless - 850 South Westfield Street
DATE: January 15, 2009
Please review and comment on the attached Site Plan for Pocket Wireless prior to the Board's
February 5, 2009 meeting.
Thank you.
DSD:prk
TOWN OF AGAWAMI Fax 14137889927 ,Now 20 2008 12:58pm P002/O06
'Row 'ROW
AGAWAM PLANNING BOARD
Form D
Application for Site Plan Approval
Please complete the fogewiug form and return it aad 10 copies of the Site PIan to:
Agawam Building Department
1000 Suffield Sheet
Agawam, MA,01001
I. Narne of Business
Address -LA FAAAI&C-IA-J
.Telephone ,rOS- 9TV — f13l6 ' Fax ,
2. Name of.A.pplicanVOwner, YdAf
Address &,VTir'.t C W 3r driOd/1,gr D�7�l9
Telephone
3. Name of EngineeeArchitect ��h.�✓�S+ 19,e4b gb A//5
Ad&ess
Telephone
4- Please give a brief description of the proposed project:
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KJK Wireless LLC
Jadyn Swenson
e
Agent for Pocket VY'�ess
pack485 Maple Street
Franklin, MA 02038
c. 508=9541310
F. 508-796-2&*
January 5, 2009 r
Agawam Town Hall
Planning Department , �9
JA
Dear Board Members .
ARD
PLAI 5
We request review by the Planning Board for the enclosed application at this time. A
presentation was previously given at the team meeting for this site in December.
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 ib 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:
850 South Westfield St
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
• 10 Sets of Plans
REr-
JAN 1 5 2009
RANKF ,
0 9
Should you require further information or have any questions or comments, please feel
free to contract me via any of the following:
Jaclyn Swenson
Agent for Pocket Wireless
KJK Wireless i1C
485 Maple Street
Franklin, MA 02038
c. 508=954-1310
F. 508-796-2606
iacq ui ftikwireless.mm
Thank you in advance for-your time and consideration.
Jaclyn Swenson
Mir. r-
WE KA14 A
PROJECT INFORMATION
SITE ADDRESS: 850 SOUTH WESTFIELD STREET SITE ADDRESS:
AGAWAM, MA 01030
SITE 10:
TOWER OWNER: LIGHTOWER
80 CENTRAL STREET
PK#BOXBOROUGH, MA 01719
LATITUDE: 42' 02' 25.7" N (NAD 83)* p cket METER#:
LONGITUDE: 72' 40' 44.8" W (NAD 83)• COMMUNICATIONS AFTER HOURS:
* PER LIGHTOWER —
ELEVATION: 115' (A.G.L.) TO ANTENNA C.L.
JURISDICTION: TOWN OF AGAWAM SITE NUMBER: S P M A0092
CURRENT USE: TELECOMMUNICATIONS FACILITY
PROPOSED USE: TELECOMMUNICATIONS FACILITYUTILITIES SITE NAME: 850 SOUTH WESTFIELD STREET
POWER: WESTERN MASSACHUSETTS ELECTRIC (800) 286-2000
TELCO: VERIZON (800) 941-9900
VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
RF REVISION PATE
DIAECTIONlS: TAKE RT-3 SOUTH INTO MASSACHUSETTS, TAKE EXIT 30B TO MERGE ONTO 1-495 SOUTH. TAKE EXIT CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL. STATE, AND LOCAL CODES
RF REVISION #: 22 TO MERGE ONTO 1-90 WEST/MASS PIKE. TAKE EXIT 6 TOWARD SPRINGFIELD. TURN LEFT ONTO 1-291 W, TAKE AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. SHE
EXIT 1A TOWARD I-91 S/ HARTFORD, CT. MERGE ONTO 1-91 S. TAKE EXIT 3 TO MERGE ONTO RT-5 N TOWARD EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT
RF REVISION DATE. AGAWAM. TAKE THE EXIT TOWARD AGAWAM/ STATE HWY 57/SOUTHWICK. AT ROTARY, TAKE 3RD EXIT ONTO RT-57 W AWARD SHALL GOVERN THE DESIGN.
HEADING TO AGAWAM/SOUTHWICK. TURN LEFT AT RT-187/ RT-57 S/ WESTFIELD ST. TURN LEFT ONTO S WESTFIELD
DRAWING INDEX REV ST. TURN RIGHT INTO OAK RIDGE GOLF CLUB ENTRANCE, THE SITE 15 LOCATED IN BETWEEN HOLE #13 GREEN AND BUILDING CODE:
HOLE #14 T—BOX. MASSACHUSETTS STATE BUILDING CODE (780 CMR)
SPWA0092—TOT TITLE SHEET 0
SPMAO092—G01 GENERAL NOTES & ANTENNA B.O_M. 0 r �� , ELECTRICAL CODE:
SPMA0092—AO1 ABUTTERS PLAN 0 MASSACHUSETTS ELECTRICAL CODE (527 CMR 12.44}
SPMA0092—A02 PROPOSED SITE PLAN de ELEVATION 0 " F [NATIONAL FIRE PROTECTION AS
(NFPA) 70 — 2005, NATIONAL ELECTRICAL CODE,
SPMA0092—001 CONSTRUCTION DETAILS
Jr LIGHTNING PROTECTION CODE:
SPMA0092—EO1 ELECTRICAL RISER DIAGRAM & BTS 3231 DETAIL O Sri 1 (NFPA 780 — 2005. LIGHTNING PROTECTION CODE]
SPMA0092—E02 SCHEMATIC GROUNDING PLAN
SPMA0092—E03 GROUNDING DETAILS 0 � € OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA)
NOTE: CONSTRUCTION ON THIS SITE CANNOT COMMENCE UNTIL THE RESPECTIVE � WORK SHALL C
DEPARTMENTS HAVE APPROVED AND SIGNED THE DRAWINGS. ij ) CONTRACTOR'SOMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
f
}
REAL ESTATE �° ^'"•"�dM � AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL"°""*"10010M CONCRETE
RF
OPS/CONSTRUCTION !
e c AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC), MANUAL OF STEEL CONSTRUCTION, ASD,
"� ztxr �� ' � NINTH EDITION
LEGAL/COMPLIANCEr j pp
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222—F, STRUCTURAL STANDARDS FOR STEEL
NET DESIGN f € ANTENNA TOWER AMC) ANTENNA SUPPORTING STRUCTURES:u
x TELECOMMUN CATIONS BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
STRUCTURAL REVIEW
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 AGROUND
PLACEMENT OF ANTENNAS AND COAX CABLES AND NOTIFY POCKET COMMUNICATIONS IN CASE OF A SYSTEM.
DISCREPANCY. ANY STRUCTURAL MODIFICATION$, IF T2EQUIREO SHALL BE DONE PRIOR 7d INSTALLATION OF �, 'ay ' I IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
ANTENNAS. REFER TO CORRESPONDING SHOP DRAWINGS. EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER
NOTES X�t;' ��� CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE")
1, ALL POCKET COMMUNICATIONS SAFETY PROCEDURES MUST BE ADHERED T0. ' 4 TELCORDIA GR-1275, GENERAL 4NSTALLATION REQUIREMENTS
2. ANTENNA SYSTEM SWEEP TESTING SHALL BE PER LATEST POCKET COMMUNICATIONS DOCUMENTS. ,
3. THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS TELCORDIA 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 T1.31 1, 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 15 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
1, FURNISH AND INSTALL NEW CABINET SUPPORT STRUCTURE FOR TELECOMMUNICATIONS EQUIPMENT, AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN,
2. FURNISH AND INSTALL NEW COAT( 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 CO F�9815 C 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, 7
6. • r»+
INSTALL TELECOMMUNICATIONS EQUIPMENT. OF THE AMERICANS W4TH MSAMUTIES ACT (ADA), APPENDIX B, SECTION 4.11.(5)(b),
CONTACT INFORMATION 1 NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. AN 1
4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. p1�N�F ��SS J 20ury
9
�QNTAC C9NTACT COMPAN PHONE N0.T Y py�
ENGINEERING: GREG H. NAWROTZKI DEWBERRY (617) 695-3400 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. Qc� 'yG H4 �"� T
SAC: KEN KOZYRA KJK WIRELESS (603) 888-8974 BRADFORDA. THIS dR AT H 0N4T �
CONST.: PAT HEELAN PORTLAND CONSTRUCTION (207} 839-2076 6. POCKET COMMUNICATIONS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE g MILLS ,.T
TRIP PER MONTH AT ONE HOUR PER VISIT, C3 --4
v OIML co
40 Dewberry• Igo.33 SANPOCKET ANTONIO,uTXO781215
850 SOUTH WESTFIELD STREET i TES `4
Dewbe ry-('�qp l4nd.Inc. SITE NO.SPMA0092 �ket 0 10/03/oe ISSUEI) FOR CONSTRUCTION ROM GHN PPS ��At TITLE SHEET
28DSUMMERST. 850 SOUTH WESTFIELD STREET pa
COMMUNICATIONS A 09/29/08 ISSUED FOR REVIEW ROM GHN PPB
107H FLOM AGAWAM, MA 01030 pRAwINc NUMBER REV
BOSTON,MA C2210 NO. CATS REVISIONS BY CHK APP'D DEWBERRY NO. JOB N0,
PHONE:017.=5.3400 $15 AVENUE 'B' /-0.3 io e
FAX:817.ffiS.33ia SAN ANTONIO. TX 78215 SCAT c: v SHOWN DESIGNED BY: ROM oRAWN BY: JIM 50014749 50Q 14819 SPMA0092—TO t 0
GENERAL CONSTRUCTION NOTES: STRUCTURAL STEEL NOTES CONCRETE AND REINFORCING STEEL NOTES:
I. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE,AND LOCAL CODES,AND 1, STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AW "SPECIFICATION FOR THE DESIGN, FABRICATION AND 1, DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS
COMPLY WITH POCKET COMMUNICATIONS WIREIF5.5 SPECIFICATIONS. ERECTION OF STRUCTURAL STEEL FOR BuR.NNG5'. OF ALL APPLICABLE CODES INCLUDING: ACI 301 •SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
ION
BUILDINGS*. AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".
2. CONTRACTOR SHALL CONTACT DIG SAFE (1 BBB DIG SAFE 888-344-7233) FOR IDENTIFICATION OF 2. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPECIFICATION ASTM A123 H(YT-DIP GALVANIZED FINISH
UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. UNLESS OTHERWISE NOTED. GALVANISING 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 DINGS, SCRAPES, MARS, AND WELDS W THE GALVANIZED AREAS SHALL.BE REPAIRED. REPAIR DAMAGED GALVANIZED COATINGS TO PLACING CONCRETE.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. ONIOGALOAN�µ ITEMS WITH WORGALVANIZED REPAIR PAINT ACCORDING TO ASTM A780 AND MANUFACTURER'S WRITTEN INSTRUCTIONS, 3. CONCRETE SHN.1_9E NORMAL WEIGHT, B x AIR ENTRAINED (+/- 1.5%) WITH A AMJOAKNM 4'SLUMP
4. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES,AND SITE IMPROVEMENTS AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
SHALL BE VERIFIED N FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 3. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.
4. THE FOLLOWING MATERIALS SHALL BE USED:
5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 4. CONNECTIONS: - PORTLAND CEMENT: AMU C-150. TYPE 1 OR 2
S. DETAILS SHOWN ARE TYPWA,SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE 0)ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS Dl.l. WHERE FILLET WELD RE
WELD EMEN'BARS: ATTAIN A-185, PLAIN STEEL WELDED WIRE FABRIC
MIL
NOTED. SIZES ARE NOT SHID%w. PROVIDE THE MINIMUM SIZEPER TABLE J2.4 IN THE A15C "MANUAL OF STEEL CONSTRUCTION" 9TH EDITION,AT E; ASTM A515. GRADE 60, DEFORMED
THE COMPLETION OF WELDING,ALL DAMAGE TO GALVANIZED COATN DRINKABLE C SHALL BE REPAIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WATER: RINNORMAL WEIGHT AGGREGA Asrm
C-33
7, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH IS THE PROVIDE BURNING/WELDNG PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY,AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT ADMIXTURES: DKABLE
SOLE RESPONSIBILITY OF THE CONTRACTOR, DETAIL FOR ANY WELDING
AMIY. NON-CHLORIDE CONTAINING
b)BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS(SIZE AS HIM) AND SHALL HAVE MINIMUM OF TWO 5, MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS (UNLESS WHERAISE
0. CONTRACTOR SHALL$RACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE BOLTS UNLESS NOTED OTHERWISE. NOTED):
INSTATED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,ANCHOR BOLTS, ETC. c)C01INECTION DESIGN BY FABRICATOR WILL BE SUBJECT TD REVIEW AND APPROVAL BY ENGINEER. A CONCRETE CAST AGAINST EARTH: 3'
9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILT11E6, GROUNDS DRAINS, DRAIN PIPES, 5. WELDING SAINT MEET THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE-STEEL WELDING OPERATORS SHALL BE B. ALL OTHER CONCRETE: 2•
VENTS. ETC. BEFORE COMMENCING WORK. CERTIFIED BY THE STANDARD OUALJFICATIONS AWS PROCEDURE FOR THE TYPE OF WELD REQUIRED. 6. A 3/4' CHIAMIFER SHOT BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE N ACCORDANCE WITH
10, INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFIlTING OR NONCONFORMING MATERIALS OR 6. SQUARE AND PLUMB THE STRUCTURE BEFORE TXHTENNG 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 RISC SPECIFICATKM 7.11.3. 7. INSTALLATION OF CONCRETE E%PANSKIN/wEOGE ANCHOR SHALL 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
MMNUFACTUREWS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO
11. EACH CONTRACTOR SHALL COOPERATE WITH THE DOWER'S REPRESENTATIVE,AND COORDINATE HIS WORK REPAIR SHALL BE CUT wnHOUT PRIOR ENGINEERING APPROVAL WHEN DRILIJNG HOLES IN CONCRETE
WITH THE WORK OF OTHERS.
- e. ADMIXTURES SHALL QONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI SOIL
12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH
EXISTING PRE-CONSTRUCTIDN CONDITIONS TO THE SATISFACTION OF THE POCKET COMMUNICATIONS
9. DO NOT WELD OR TALK WELD REINFORCING STEEL
CONSTRUCTION MANAGER
,3. DEL S/ axr E1�fTRY/EXIT PORTS SFWl 9E 1YFJITHERPROOFFD DURING INSTALLATION USING A PERMIT(STRUCTURAL NOTES:
t0' AN £ �� �� �� � ��� OURS, PIPE SLEEBEFORE
Es. GROUNDS
AND ALL OTHER MINT.EMBEDDED REINS AND FORMED DETAILS SHALL BE N PLACE REEDIT£START OF
CONCRETE PLACEMENT.
14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN N THIS PLAN SET. COKTRACTOR WILL 11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
NOTIFY ENGINEER, POCKET COMMUNICATIONS CONSTRUCTION MANAGER.AND LANDLORD IMMEDIATELY. I-_ STRUCTURAL ANALYSIS/MWER DESIGN DONE BY OTHERS.
72. W NOT PLACE CONCRETE N WATER. ICE, OR ON FROZEN GROUND.
15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A CURRENT SET OF DRAWINGS 2. POCKET COMMUNICATIONS SHALL PROVIDE A STRUCTURAL ANALYSIS OF THE TOWER PREPARED BY A LICENSED MASSACHUSETTS
AND SPECIFICATIONS FOR THIS PROJECT, STRUCTURAL ENGINEER CERTIFYING THAT,THE EXISTING TOWER AND ANY REQUIRED IMPROVEMENTS AND REINFORCEMENTS HAVE 13, DO NOT ALLOW REINFORCEMENT,CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING
SUFFICIENT CAPACITY TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS. SUPPORTS AND APPURTENANCES AND COMPLIES AND SETTING PERIOD. OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT.
16. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. WITH THE CURRENT MASSACHUSETTS STATE BUILDING CODE AND EIA/TIA CRITERIA THE CONTRACTOR IS RESPONSIBLE TO
CONFIRM THAT ANY AND ALL IMPROVEMENTS MID REINFORCEMENTS REQUIRED BY THE STRUCTURAL ANALYSIS CERTIFICATION 14, FOR COLD--WEATHER AND HOT-wEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI
17. CONITRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD,AND TAKE PRECALrnoNS TO MINIMIZE ARE PROPERLY INSTALLED PRIOR TO THE ADOBLON OF ANTENNAS, SUPPORTS AND APPURTENANCES PROPOSED ON THESE CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE. CALCIUM, SALTS,
IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. DRAWINGS DR OTHERWISE NOTED IN THE STRUCTURAL ANALYSIS, ETG SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS. MINIMUM.
18. CONTRACTOR SHALL FURNISH POCKET COMMUNICATIONS WITH THREE AS-BUILT SETS OF DRAWINGS UPON - 15. CONCRETE SHALL BE RUBBED TO A ROUGH GROUT FINISH. PADS SHALL BE SEALED BY STEEL
COMPLETION OF WORK.
TROWEL.
19. ANTENNAS AND CABLES ARE TYPICALLY PROVIDED BY POCKET COMMUNICATIONS. PRIOR TO SUBMISSION is. UNLESS OTHERWISE NOTED:
OF BID, CONTRACTOR SHALL COORDINATE WITH POCKET COMMUNICATIONS CONSTRUCTION MANAGER TO
DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED BY POCKET COMMUNICATIONS. ALL ITEMS NOT A ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A815,
PROVIDED BY POCKET COMMUNICATIONS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. GRADE 60.
CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED BY POCKET COMMUNICATIONS. B. WELDED WIRE FABRIC SHALL CONFORM 70 ASTM A185.
20, PRIOR TO SUBMISSION OF BID. CONTRACTOR WILL COORDINATE WITH POCKET CWAMLMICATIONS
CONSTRUCTION MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY POCKET - 17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT
COMMUNrATIONS. ALL REQUIRED PERMITS NOT OBTAINED By POCKET COMMIUNK.ATKINS MUST BE DRAWINGS OR AS ACCEPTED BY THE ENGINEER, UNLESS OTHERWISE SHOWN OR NOTED REINFORCING
STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY(CLASS A) IN ACCORDANCE WITH
OBTAINED.AND PAD FOR, BY THE CONTRACTOR. ACI 31B.
21. CONTRACTOR SHALL INSTALL ALL SITE SK&" IN ACCORDANCE WITH POCKET COMMUNICATIONS ANTENNA AND COAXAL CABLE BILL OF MATERIALS F
SPECIFICATIONS AND REQUIREMENTS. 78. BASS FOR BAN EMBEDMENT
LENGTHS,AN AS COMPUTED IN ATHS SHOWN
WITH E AWI S. A THE
COAX CABLE AZIMUTH RAD COAXIAL COAXIAL ELECTRICAL BASS FOR BAN EMBEDMENT LENGTHS AND BAR SPLICED LENGTHS SFIO V N THE DRAWINGS. APPLY
22. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO DEWBERRY FOR REVIEW AND APPROVAL PRIOR 70 SECTOR STATUS COLOR CODE ANTENNA APPROPRATE MODIFICATION FACTORS FOR TOP STEEL, BAR SPACING,COVER AND THE LIKE.
FABRICATION_ I I FEED LOC (TRUE NORTH) CENTER CABLE LENGTH CABLE DOWNTILT
23. UNLESS OTHERWISE NOTED POCKET COMMUNICATIONS SHALL PROVIDE ALL REQUIRED RF MATERIAL FOR RFS _ 19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO '5). MANUAL OF STANDARD PRACTICE FOR
CONTRACTOR TO INSTALL, INCLUDING ANTENNAS. TMA'S, BIAS-TS.COMBINERS, PDU, DC BLOCKS, SURGE �H' PROPOSE RED ,APXVIB-2065175-C BOTTOM 30' 115, 2 O 150' (2)RFS SEE NOTE 2 pETAUNG REINFORCED CONCRETE STRUCTURES" (MCI 31S
ARRESTORS, CPS ANTENNA, CPS SURGE ARRESTOR. COAXAL CABLE - 20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOUTHICALLY WITHOUT HORIZONTAL CONSTRUCRDN
BETA PROPOSED BLUE RFS BOTTOM 150' 115' 2 O 150' (2) 1 5/8" SEE NOTE 2 'IOCS, UNLESS SHOWN IN THE CONTRACT DRAWINGS.
24. PRIOR TO SUBMISSION OF BID. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE PROVIDED BY APXVIS-206517S-C RFS
POCKET COMMUNICATIONS FOR INSTALLATION BY CONTRACTOR. 21, LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS. CONFORMANCE WITH ACI 316. AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING
25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED GAMMA PROPOSED GREEN RFS APXV16 206517S-C BOTTOM 27E7 115' 2 O 150' (2)R1'S/B• SEE NOTE 2 LLOOCATION OF DETAILS ING 57� PLACEMENT OPP� CONSTRUCEION JOINTS SHALL BE SUtEMITTED WITH
ACCORDING TO POCKET COMMUNICATIONS SPECIFICATIONS,AND AS SHOWN IN THESE PLANS.
26. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH LL LSTED D FIRE CODE APPROVED MATERIALS. - - - _ - - - -
GPS PROPOSE NTGBQIMA-CPS 22. SPLICES OF wWF,AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN
OUTERMOST CROSS WIRES OF EACH FABRIC SHEET S NOT LESS THAN THE SPACING OF THE CROSS
27. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREON.THE CONTRACTOR WIRE PLUS 2 INCHES. NOR LESS THAN 8•.
SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNKXAS, TOTAL
SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE QUANTITY 3 900 23. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS,
CONTRACT. I i 1
28. CONTRACTOR SHOUT NOTIFY DEWBERRY A MINIMUM OF 48 HOURS IN ADVANCE OF POLIRING CONCRETE 24, ALL REINFORCEMENT SHALL BE SECURELY 7 IN PLACE TO PREVENT DISPLACEMENT BY
CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE 18 GAUGE CONFORMING TO A511M A82.
OR BACKR,LING ANY UNDERGROUND UTILTES. FOUNDATIONS OR SEAJNG ANY WALL, FLOOR OR ROOF
PENETRATIONS FOR ENCLNEERING RENEW AND APPROVAL 25. SLAB ON GROUND
1. COAXIAL CABLE S RFS LCF158-50JL OR AS SUPPLIED,
L COMPACT STRUCTURAL FILL TO 951, DENARY AND THEN PLACE 6'GRAVEL BENEATH SLAB.
2_ REFER TO RFOS ANTENNA SHEET FOR FINAL TILT AND
AZIMUTHS. B. PROVIDE VAPOR HARRIER BENEATH SLAB ON GROUND.
ANTENNA AND COAXIAL CABLE B.O.M. 1
SCALE: N.T.S.
%tk of MAss
HALF SIZE PRINT
g�gDFORD A. THIS DRAWING 5 SCALEABLE
MILLS AT HALF THE NOTED SCALE
GPAL CO
Ne.33956 POCKET COMWUNICATIONS
Dewberry' 850 SOUTH WESTFIELD STREET ^ SAN ANTONIO, TX 78215
D@Wbe -G'ppdidn(J Inc. SITE NO. SPMA0092 ocket 0 10/03 08 ISSUED FOR CONSTRUCTION ROM GHN PPB sas
M / 1QNA GENERAL NOTES & ANTENNA B.OM.
10THFLMERsr. 850 SOUTH WESTFIELO STREET COMMUNICATIONS A 09/29/00 ISSUED FOR REVIEW ROM GHN PPB
BOS BOOR AGAWAM, MA 01030
B067ON.MA OR211S - - DEWBERRY N0. JOB H0. DRAWING NUMBER REV
PHONE:lo��io3 815 AVENUE V NO. DATE REVISIONS BY CHKAPP'O ra•ry,Oe
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----- LOCUS PROPERTY UHE ~ ~- -~.�_� - _ E2 1 10 -
xx-x-xx PARCEL +D STATE OF
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EXISTING ROAD \_.ter E2 1 9
-� STATE BOUNDARY E2 1 8 -
ABUTTERS PLAN E2 '
NOTES- SCALE: 1'-200'-0' 1
1. PLAN &ABUTTERS INFORMATION WAS COMPILED FROM THE 0. 200• 'W. jIIk0FTOWN OF VAWAM'S rAS AI,$)s
2. SOME PROPOSED AND EXmmNG' HALF SIZE PRIIV1
INFORMATAMI NOT SHOWN fOR
"IlY. - Z THIS DRAWING IS SCALEABLE
3. NOITTH ARROW SHOWN AS APPROXIMATE. AT HALF THE NOTED SCALE
.� ttil{IIl� -a
� �
cW aD POCKET COMMUNICATIONS
fj Dewberry* 850 SOUTH WESTFIELD STREET Me. SAN ANTONIO, TX 78215
Dewberry-Goodklnd,Inc. SITE NO.SPMA0092 c ket
900 sOMMER V. 850 SOUTH WESTFIELD STREET 0 10/03/08 ISSUED FOR CONSTRUCTION ROM GHN PPS �SIONAL ABUTTERS PLAN
10"FLOM AGAWA4M, MA 0103D COMMUNICATIONS A 09/29/08 ISSUED FOR REVIEW ROM GHN PP8 !!BERR JOB NO. DRAWING NUMBER REVBOSTION.MA DamPHONE:617.005.3400 815 AVENUE 'B' N0. DATE- REVISIONS BY CHK APP'DFIB'�T• -plc SAN ANTC'NiO, TX 76215 qLE; AS SHOWN DESIGNED BY: ROM DRAWN BY: JIM 50014819 SPMA0092--AD1 0
0 3 -�L'
C.L. OF OISTINC ANTENNAS _
ELEV. - 157'-0" A.G.L.
, o
TOP OF EXISTING MONOPOLE
ELEV. = 149'-0" A.GEL.
_ C.L. OF EXISTING ANTENNAS -
ELEV. = 147'-0" A.G-L-L,
X X % % x x X X x % X - x x
OF EXISTING ANTENNAS _
x HOLE NG HANG EEV. _ ,37 6 A.G.L.
X HOLE
—
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% I } I \ TAIL M N¢POLE
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f UNDERGROUND $ %
CONDUITS POUTER COi 1
x
ANTENNA NOTES:
'AISTfNG METER 1, AZIMUTHS BASED ON APPROXIMATE TRUE NORTH
x RACK
x EXISTING ICE
2. CONTRACTOR 70 VERIFY FINAL AZIMUTHS PRIOR T
BRIDGE ANTENNA INSTALLATION.
MOBILE (Trc.)
TE x ANTENNA ORIENTATION KEY
CONCRETE PAD 3•�0• - - PROPOSED METER 2 SCALE N.T.S. -
♦ I fOf
x
I
TRANSFORMER
I
x
PROPOSED 4 1
[X—X—X—X—X x x x o x x x x EQUIPMENT MOUNT C01 CO,
EXISTING 149'x EXISTING CSC
TAIL MONOPOLE 4
3 PROPOSED
4 1
6 PROPOSED 24• C01 C01 CPS ANTENNA EQUIPMENT CABINET CO1 E01
WIDE ICE BRIDGE PROPOSED 6'X10' -
CD1 (LENGTH 14't) LEASE AREA
�� (GO S4 FT C01 2PROPOSFE EXISTING CSC
PROPOSED K:E BRIDGE XISTING METER
C01 GPS ANTENNA 3 RACK
PROPOSED MfTER�
A01 E01
XISTING
'PROPOSED SITE PLAN TRANSFORMER
SCALE ,•.s—G lf7
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1. SOME EXISTING t PROPOSED INFORMATION NOT SHOWN FOR CLARITY. ELEVATION C3)
§CALF. 1•.10'-0•
s. NORTH sHoww AS APPROxIMATE,
0 IV 20
3. PLANS BASED ON OBSERVATIONS MADE DURING SITE VISIT BY
DEWBERRY-GOODKIND, INC., ON 09-12-08. 1 ��of
4. ANTENNAS. TMAS. DIPLEXERS. MOUNTS & COAX TO BE INSTALLED PER TOWER ^� C'
MANUFACTURER RECOMMENDATIONS k TOWER ANALYSIS PERFORMED BY 2�� � HALF SIZE PR(NF
MORRISON HERSHFIELD. DATED OB-04-08. Bi7ADFQ4t'Q A. AT I WOLF THE NOTED SCALE
10 Dewberry ^ No SAANNKANT COMMUNICATIONS 72
850 SOUTH WESTFIELD STREET ocket '�j.,_ �
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2WSUMMERST. 850 SOUTH WESTFIELD STREET 9$ � � ' PROPOSED SITE PLAN dt ELEVATION
1o7H FLOOR AGAWAM, FAA 0103D COM M U N I CATIONS A 09/29/08 ISSUED FOR REVIEW ROM GHN PPB
BO$TON.MA m210 .
PHONE:a117.05.34W 815 AVENUE ,8, NO. DATE REVISIONS BY CHK APP'O DEWBERRY N0. JOB N0. DRAWING NUMBER fROEV�
I".�+� -sslc SAN ANTONIO. TX 78215
SCALE AS SHOWN DESIGHEp 8Y: ROM DRAWN BY: JIM d`3, 50014749 5❑014819 SPFAA0092—ADZ
9-LINE 82 SN-GALV. 120 2'-0'f EXISTING GRADE OFFS ANTENNA
CABPPC CH
CABINET CHANNEL (Tr YP.,S)(CUT r0 LENGTH)
(P/N Nf'GEQIt1A)
3,1W A307 U-BDLT24'YADE ICE
BRIDGE OVER 0 (2 PER CHANNEL) T ��� EXOTHERMICALLY WELDED
EoUbPMENT -I11=(ii= CoNNEcnoN OYP.)
MATCH EXISTING (CADWELD OR APPROVED
MATERIAL & GRADE EQUAL)
n
I I
L I I n
�` N WARNING TAPE
3' ALUMINUM MAST, I"O.D. PO MOUNTING
X POST
TRENCH
IL
TP SCH. 40 PI At.1 BLS 3231
PIPE (GALV.) IJ'til� EQUIPMENT C4111PACT FILL
(90X) OR AS PER UTILITY U-BOL75 2•
CABINET » i i I COMPANY REQUIREMENTS
2'-3 1/2' I I I i=tl
24" WIDE ICE
PIPE CAP BRIDGE OVER _
4'-0" (T+F1 EQUPMENT I i
2 AWG BTCW
BRIE —Y UNEXCAVATED + /e"
EQUIPMENT
APC GROUNDING
CABINET 4' Kff
cRouND BAR
ATTACHED TQ
BUS 323 LEAN SAND SUITABLE FOR 1/2'� COAX CABLE MOUNTING POST,
3'� SCH. 40 BTS mE EQUIPMENT CONLYIIT BEDOING (SEE NOTE 4)
PIPE (GALV.) EQUIPMENT CABINET 4.0 SGH 40 TEL.C'A CONWR
CABINET (W/2ODIb MINIMUM PULL WIRE)
0
I L
PVC9° 12' MIN-1'-S 3/4' �; f2 AWG B1ZW
TO GROUND R00
1. IF FREE OF ORGANIC OR OTHER DELETERIOUS A6ITERW. EXCAVATED
B• MATERIAL MAY BE USED FOR BACknLL.
2. IF NOT, PROVIDE CLEAN,COMPACTIBLE MATERIALCOMPACT Ni 8'LIFTS.
B-LIN✓< 828-SH-GALV. 126 REMOVE ANY LARGE ROCKS PRIOR TO BACKFWNG. CONTRACTOR TO VERIFY
CHAMNIEL(rYP.-5) LOCATTDN OF EXW=0/0 UTROWS PRXX9 TQ DIGGING. GPS ANTENNA �
(CUT TO LENGTH) SCALE., N.TS.
FlNfSHED GRADE ICE BRIDGE FOOTING 3. IF CURRENT AS-BUILT CRAMINGS ARE NOT AVAILABLE CONTRACTOR SHALL
HAND DIG U/C TRENCHING. - 24'WIDE SITE PRO 24'WIDE SITE
ELEVATION SECTION GRIP-5TRuT BRIDGE STtE PRO FOUR POST
(� 4. CONCRETE ENCASE cowua WHEN TRENCHING UNDER SITE ACCESS ROAD. POST CAP (TYP. CHANNEL(P/N GRS24) BRIDGE SUPPORT BRI GRIP-STRUT
VN
BRACKET (P/N FP24) (PB%ON QR 224J) 0.
EQUIPMENT MOUNT POST CAP (TYP)
SCALE: K.T.S. _— J JOINT SERVICE TRENCH B +12•o HOLE (tYP.-y
URIED CONDUIT 3` Pp57
�TE T�„+oRT+I ED PPC E2
1 (ELECTRICITELEPHONE) FOR
AppRO'AL Y-1 1/4" 5DA E/PDXY INJECTION ANCHOR
7r, SCALE: N.T.S. 3'R SCH. 40 WITH W 3 ifs'MIN. EMBED.
PIPE (GALV,)
EOU�1 ENT MOUNT - (31 Low. £MSEOMENT 0'-1 1/4'
2 1 RFS CHAIN MOUNT qq INTO CONCRETE)
E07 CD1 P/N 916943/916944 G3 4 tt
(OR APPROVER EOlN1) ¢ �C.L
io
- - - - - - _1 m
PRDPQSED UNIVERSAL
1 = 1' CI AKFER SITE PRO P
VERTKAL
VT12 BASE PLATE
TRAPEZE
APPROVED E KR 1 J4 �E�
T1 5-0. ( PROPOSED
COUAL B"
PROPOSED 24' _ B" IF FM514 GRADE _ - BASE PLATE OPTION
J.
I ! WIDE ICE BRIDGE i 3 a I I o I I -2 K, 8
1 OVER EOUIPMENT ! "0`:}` I I •�Crw' I I cpC,.P
Iyl I I ��
APBRIDGE 5 BE SITE PRO GRfP STRUT BRIDGE CFi+WNFl;PEN: CRS24)OR
PROVED
1 PROPOSED 8':10' IF•_ 2 CABLE SUPPORT SHALL BE SITE PRO UNIVERSALV✓^RW_4L TRAPEZE KIT(P/N:V►12) OR
— — — ___� — — J LEASE AREA T 1 ' MIN. I 1 I 1 () APPROVED EQUAL,
L , —
(60 SO. FT.) s VERTICAL 84R5
IJ Li (EQUALLY SPACED) a. ALL COMPONENTS SHALL BE INSTALLED AocaRDnLc TO MANUFACTURER'S SPECIFICATIONS.
PROPOSED HIS 323t@Ell
EXISTING MONOPOLE I �.,.�. 1 4. CONTRACTOR SHALL DETERW REQUIRED GLMN7lIY OF ALL ICE BRIDGE COMPONENTS.
PROP JEIVT CABINET #SPACED OB' D.C.) s- SNAP-IN HANGERS SPLICE KRS. HINGE KITS. EXTENSION KITS. STIFFENERS,AND OTHER
PROFANED
GPS ANTENNA COt COMPACTED MISCELLANEOUS HARDWARE 1 BE FROWED BY THE CONTRACTOR AS REDUORED.
$UBfR.ADE
8. ICE BRIDGE SHALL BE ROUTED TO ACCOMMODATE THE MINIMUM BENDING RADIUS OF THE
x x x x x x x x x x
COAXIAL CABLE.
CONC FOOTING
DIE. . 7. ICE OBRIM COMPOWh7 CURRENT SPECIFICATIONS. ARE SCHEMATIC. CONSULT MANUFACTURER FOR EXACT
NCrrF
t. PROPOSED EQUIPMENT CNMET SHALL BE ANCHORED AND ICE BRIDGE DETAIL
[� 'D INSTALLED PER MANUFACRIRER's SPECIFICATIONS. 1. *WALL MOUNT &ANTENNA PER STROCTI,RAL ANALYSIg `
�J 24"WIDE dr WWUFACTURfA'S RECOMIAENU4TKk1S. i
CD7 K:E BRM EQUIPMENT PLAN 4 SCALE. N.rs.
SCALE, RFS TRI-SECTOR CHAIN MOUNT KIT H OF A(A�S
4' 2' 4 FOR THREE WIRELESS ANTENNAS ,�'�
'�Ly HALF S�PRfNT
9RADFURD A. Gd�' AT HALF TW nio7M SCALE
o MILLS -4
Dewberry* 3' fi CA& GO
POCKET COMMUNICATIONS
$50 SOUTH WESTFIELD STREET �p SAFt Arrrorrro, Tx 782f5
Dmberry-GoWkind,Inc. SITE NO. SPMA0092 D 10/03/08 ISSUED FOR CONSTRUCTION ROM GHN PPS `��1l31rEA !� CONSTRUCTION DETAILS
�SUMMER 850 SOUTH WESTFIELD STREET ploll"ll"mcket
COMMUNICATIONS A 09/29/00 ISSUED FOR REVIEW ROM GHN PPS
BOS TON.M+ AGAWAM, ILEA 01030
B057TNI.MA 0m0 - DEWBERRY NO. JOB ND. DRAWING NUMBER REV
PHONE:LNr.EOS.340D 815 AVENUE `B� a �'"� REVISIONS BY CHK APP'D
FAx:e1S.eLls.aslO SAN ANTONIO. TX 78215 SPFAAO092-001 0
SCALE AS SHOWN DESIGNED BY: ROM DRAWN BY, JIM /b• •i� 50014749 56014819
ANTENNA JUMPERS
' NI EVSTING METER FLACK
720/240V DISCONNECT
PROPOSED POCKET {TO BE USED)
COMMUNICATIONS UTILITY METER (COORDINATE WITHBACK OF EQUIPMENT MOUNT FRONT OF EQUIPMENT MOUNT
UTLTY COMPANY)
T1/E1 NIPPER AND EXISTING CSC
PROPOSED
LOWER ENTRY CABINET 24' WIDE ICE BRIDGE PT'C 24' WIDE ICE BRIDGE
PORTS
OVER EQUIPMENT OVER EQUIPMENT
M @) b o o BTS 323 BTS 3231
!'CONDUIT EQUIPMENT PPp�C� EQUIPMENT
CABINET
COUPLER FITTING REMOVE CORER TO CABINET 1' FLEXIBLE
ACCESS GROUND DONOUIT
TERMINAL
e -
I' FLEXIBLE
CONDUIT
ExISTINHG
CSC PAD
FROM SITE
SAFETY 0
200-240YAC
3/10, 1/TOG IN 1'RGS S ` 3/4'X10' LONG
1 E7 I� I� COPPER OROUND ROD
CUSTOMER ALARMS
4'P SCH 40 PVC
EIQIES. \�\ CONDUIT W/ 3/5-
L ROPE }�1
I. SAFETY GROUND SHOULD BE THE SHORTEST OISTANCE WHIE MAINTMOC ROUTING REQUIREMENTS. NYLON FxlL J
2. TYPICAL CONDUIT ROI1nwG smamm. wsuu-cmi)t T PER %E REOUNREMEMTS.
3. RIDGED CONDUIT MAY BE USED IF REQUIRED.
STS 3231 TYPICAL CELL SITE CABLING DETAIL.
SCALE: N.T.S.
ELECTRICAL RISER DIAGRAM 30S0. 1/100 IN T'PVC
SCALE: N.TS.
GENERAL ELECTRICAL NOTES
I. ALL ELECTRICAL WORK SMALL BE DONE vH ACCORDANCE WITH AL WAMmNG STATE, COUNTY AND LOCAL CODES. O.S.HA.NEC 20M NFPA 070, POCKET COMMUNICATIONS.AND 20. CONDUIT:
THE SPE01CATIONS DETANLED IN THESE PLANS.
me INTERIOR AND SHALL BE uSED W"EN
2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. INSTALLED IN ORTUNDER CON SPAL OFCRETE SLABS, N CONT�WITH THE EIkTN,COATED wrrm IUNDER PUBUCC ROADWAYS.LN MASONRY
WALLS OR DFOSED ON BUILDING ExTERM. RIND CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED ELECTRICAL.AND TELEPHONE GENERAL NOTES:
3. CONTRACTOR SHALL PERFORM ALL VERIFICATION,AEISfRJATIDN.TESTS, AND EKAMIAIATOON WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL RAPPED WITH HWRS WRRAP PROCESS NO 3,
CONSTRNACTroN. CONTRACTOR SHALL SSUE A WRITTEN NOTICE OF ALL FIND040S TO 111E PROJECT MANAGER USTn+G ALL 144YUNCTIONS, FAULTY EQLNPNEINT, AND DISCREPANCIES. M. ELECTRICAL METALLIC TUBING SMALL HAVE U.L. LABEL. FITTINGS SHALL BE GLAND FANG COMPRESSION TYPE. EMT
SKILL BE USED ORLY FOR 04TERDR RUNS
<. THEM PLANS ARE OIAORAMMATK:ONLY. FOLLOW AS CLOSELY AS Po59IBLE CONTRACTOR SHALL ENSURE IHAT ACCESS TO EQHIPMENT IS MAINTAINED IN ACCORDANCE WITH e. FLEXIBLE gETAUJC CONDUIT SHALL HAVE U.L LISTED LABEL 40 MAY BE USED WHERE PERMITTED BY CODE. 1, FOLLOWING COMPLETION OF W01RK, PROVIDE OWNER WFFH AS-QUILT
MANUFACTURER SPEGIFlCA7IDNS AND ALL APPLICABLE CODES. FITTINGS SHALL BE'LAKE' OR `SQUEEZE'TYPE.SEAL TIGHT FLEXIBLE CONDUIT, ALL CONDUT SHALL HAVE FULL DRAWINGS SHOWING TELEPHONE AND E1.ECTRIL IDCATNONS.
.3. CONTRACTOR SHALL PROVIDE ALL LIBOR. MATERIALS. INSURANCE. EQUIPMENT, INSTALLATION.CONSTRUCTION TOOLS.TRANSPORTATION.£TIC..FOR A COMPLETE AND PROPERLY S<ZE GROUNO VPPL 2. WFORK SMVLLL CONFORM TO THE NATIONAL ELECTRICAL CODE, NEC 2005.
OPERNIM SYSTEM. ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWING&AS SPECIFIED HEREIN AND/OR AS OTHERWISE REOLOW. 21. ALL ELECTRIGIL EONIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS.
- 3. CDORDIIMTE WITH lIRL1TY AND LOCAL ELECTRICAL INSPECTOR FOR FINAL POWER
6, ALL MATERIALS AND EQUIPMENT SMALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLM AND SHALL BE OF THE BEST GRADE MO OF THE SAME MANUFACTURER 22, CONTRACTOR SHILL COORDINATE THE ELECTRICAL SERVICE WITH POCKET COMMUNICATIONS AND LOCAL UTILITY. CONNECTOOw,
THROUGHOUT FOR EACH CLASS OR CROUP OF EOuIPMENT.MATERIALS SHALL BE LISTED AND APPROVED 8Y UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL
UL'WHERE SUBJECT TO SUCH APPROVAL. MAYERIAL.S SHALL MEET W[fH APPROVAL OF ALL APPLICABLE STANDARDS ESTABLISHED W ANSI, NEMA.IEEE. AND NFPA GOVERNING 23. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS RMARED BY NEC AND ALL APPLICABLE 000E5. 4. Lft1LITY WILL SUPPLY METER. COORDINATE VM UTILITY FOR METER TYPE AND
BODIES HAYING JURISDICTION. MATERIALS SHALL BE ~FACWED W ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI. NEW AND NBFU, INTERCONNECTION.
401"THE
7. COMPLETE JOB SHILL BE GUARANTEED FOR A PERIOD OF ONE (1)YEAR AF'TLR THE OuUE OF JOB ACCEPTANCE BY OWNER.ANY WORM,MATunk OR EOUIPMEHT FOUND TO BE 24. OWNER GROUNpFOR FURTHER INSTRUCTION NG SYWEM RESISTANCE�ON METHODS FOR RED0CWG THE RRESISTANCE VALUE. CCOWRACTOR�SHALL SUBFNT 5. ALL EK6TIMIG UNDERGROUND LIMES ON SITE 10 13E LOCAMI)PRIOR IO
FAULTY OURNG THAT PERIOD SHALL BE CORRECTED AT ONCE. UPON WRITTEN NOTFMATION,AT THE EXPENSE OF THE CONTRACTOR. TO THE PRWECL MNIAGM ALL TEST REPORTS AND ONE COMPETE SET OF PRINTS SHOWING'INSTALLED WORK'. CONSTRUCTION. CALL 1-NB-DIG-SAFE PRIOR TO CONSTRUCTION,
ii AL'CONDUIT ONLY'(C.O.) INSTALLATIONS SHALL HAVE A 3/8'PULL WIRE OR ROPE. 25. UPON COMPLETION OF WORK. CONDUCT CONTINUITY,AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL S. SEAL ALL SERVICE ENTRANCES INTO SHELTER FOUJUW G INSTALLATION,
SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAR PROOSES OF ALL OEBRLS RESULTING FROM WORK AM LEAVE
9. CONTRACTOR SHALL PROVIDE POCKET COMMUNICATIONS MANAGER WITH ONE SET OF COMPLETE ELECTRWCAL'AS%JSTAUW DRORNK'S Al THE COMPLETION OF THE JOB, SHOWING WORK IN A OOMPL£1E AND UNDAMAGED CONDITION. 7. SEE PAGE E02 FOR GENERA.O'ROLROD G NDIM
ACTUAL DfME .CAS,ROUTINGS, AND CIRCUITS
28. All EXPOSED GROUND WIRES ROUTED ALONG THE SIDE OF EQUIPMENT SHELTERS G4i ROAITEO DVEIR CONCRETE B. COORDINATE WITH LOCAL TELEPHONE COMPANY FOR ALL ROUTwC AND DESIGN.
10. AL BROCHURES, OPERATING MAMUALS,CATALOGS, SHOP DRAW1140, ETC. SMALL BE TURNED OVER TO OWNER AT JOB CDMPLETN*. FOUNDATIONS OR OTHER EXISTING STRUCTURES SHALL BE INSTALLED IN PROPERLY ANCHORED 3/4'o(MIN) PVC
CONDUIT.
11. POWER WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MWMAUM UNLESS SPECWICALLY NOTED OTHERWISE ON DRAYRNGS. CONDUCTORS pe AWG AND SMALLER $HALL
BE.SOLID. 27. CONTRACTOR%%ALL RIOT OISTURB EXISTING GROUNDING SYSTEM.ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY AT NO
ADDITIONAL COST.
12, ALL CONDUCTORS LARGER TWIN 110 AWG SHALL BE STRANDED COPPER WITH TORN SDav INSULATION,UNLESS NOTED OTHERWISE. 2& ALL INTERIOR MILES AND WIRING SMALL BE NEATLY ROUTED,N OVERHEAD LADDER RACK AND FASTENED TO LADDER
73. ALL MATING SURFACES OF GROUND CONNECTIONS SHALL BE CLEANED SMOOTH Am COATED KITH MITIOXID,W PRIOR TO ATTACNMEHT. fthcK•
14- ALL GROUND COWM:hONS BELOW GRADE MUST BE EXOT4EH1A1C+Y3,Y YIELDED (CAD WELD OR APPROVED EQUAL) 29. ALL GROUNDING CONDUCTORS SKILL BE ROUTED DOWNWARDS FROM PORT OF ORIGNR TO TWAINATION POW {GROUND
BAR, GROUND RING.ETC.
15, ALL MEN"CROU DIN I CONDUCTORS SHALL BE/2 AWG SOLD TOWED BARE COPPER WIRE UNLESS NOTED OTHERWISE. 30, GROUNDING CONDUCTORS SHALL NOT REVERSE DNRECTION (EXCEPT H"4 SLIMED GROUND(ONGS), OTHER
16. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN wTFRRUPTNG RATING NOT LESS THE MINMUM%4ORT CIRCUIT CURRDIT TO WHICH TREY 1AMT BE EXCEPTOIS NEED TO BE APPROVED BY PDCNET COMMUNICATIONS CONSTRUCTION MANAGER PRIOR TO INSTAUATION.
SUBJECTEO,AND A MINIMUM OF IO.D00 A.I.C. COORDpun SHORT CIRCUT REOUIREMENTS WITH LOCAL UTILITY COMPANY. 31. GROUNDING CONDUCTORS SHALL HAVE A MINIMUM BI.HO w RAOOIS OF B'.
T7. IN ORLUNG"MES 1WO CONCRMC WHETHER FOR FASTENING OR MICHORMG PURPOSES.OR PENETRATIONS THROUGH THE FLOOR FOR CDwDIM RUNS, M PIPE RUNS. ETC.,IT 32. ALL CONNECTIONS TO GROUND PLATES SIIAII. BE CAD WELDED TO THE CENTER OF THE PLATE.ALL DETAILS SHOWING Of
MUST BE CLEARLY UNDERSTOOD THAT TENDONS MWO/OR REINFORCING STEEL WILL NOT BE ORILLETI ONTO,CUT OR OAIAACEO UNDER 11NN CIRCUMSTANCES. �-" S
CONNECT04 TO GRDUwD RODS ARE ALSO VAUD FOR SIMILAR CONNECTIONS TO GROUND PLATES. }]�[,�sf iDI'.�NT
18, LAC910N OF TENDOILS MID/Off REINFORCING STEEL ARE NOT DEFINITELY KNOWN NA.THEREFORE. MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EOUIPMENT VIA
X-RAY OR OTHER DEIACES THAT CAN ACCURATELY LOCATE THE RE% THIS DRAWING 15 SCALEARIE
PRINT
FORM4 ANO/OR SIM TENDONS. �'
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18. ALL MATERIALS ( j j A. AT HALF THE NOTED SCA
BE-5 SHALL u.L.LISTED. --4
cc Dewber POCKET COMMUNICATIONS
850 SOUTH WESTFIEL.D STREET
SAN ANTONIO, Tx 78215
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BOSTON,MA w210 AGAWAM, MA 01030 DEIRBERR7' N0. J08 Np. DRAWING NUMBER REV
PHONE:*I7A s.340G 815 AVE14UE S' NO. DATE REVISIONS 9Y CHK APFOD r
FALL:6,T.ANI5.33TG SAUN ANTONIO, Tx 78215
SCALE: AS SHOWw DESIGNED BY: ROM DRAWN BY: JIM /6. ,a 50014749 5D0148i9 SPMA4O�32-E01
i
GROUNDING GENERAL NOTES
1. ALL DOWN CONDUCTORS AND GROUND THE RING CONDUCTOR SHALL BE #2 AWG,
SOLID, BARE, TINNED COPPER. UNLESS OTHERWISE NOTED. ALL CONNECTIONS TO
GROUND RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE AT A
MINIMUM DEPTH BELOW GRADE OF 18 INCHES OR TO LEDGE. MINIMUM BEND RADIUS
GROUNDING LEGEND SHALL BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY
FOUNDATION, UNLESS OTHERWISE NOTED.
„3r.� GROUND BAR2. GROUND RODS SMALL BE 5/5- DIAMETER COPPER CLAD, MARGER. T&S. ERICO, OR
EQUMALENT. TOP OF RO'D SHALL BE A MINIMUM OF 16' BELOW GRADE. IF LEDGE FS
ENCOUNTERED, INSTALL GROUND ROD AT AN ANGLE. ELECTRICAL METER GROUND ROD
------ GROUND COPPER WIRE, SIZE AS NOTED EXCEPTED.
3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION-TYPE,
4 MECHANICAL GROUND CONNECTION CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED.
4_ GRIND OFF GALVANIZING IN AFFECTED AREA EXOTHERMICALLY WELD /2 CONDUCTOR
® 5/B'X10' COPPER CLAD STEEL GROUND ROD AT 6- ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. COLD-GALV AFTER,
EXOTHERMICALLY WELD OTHER END TO GROUND RING,
—�- 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
CONTRACT STANDARDS. FOLLOWING COMPLETION OF WORK, GROUND SYSTEM MUST BE
TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS SUBMIT AN
ti INDEPENDENT 'FALL POTENTIAL' TESTING REPORT,
7. ALL GROUNDING CONDUCTORS ON EXTERIOR WALL OF SHELTER SHAH BE INSTALLED
IN 3/4- SC. 40 PVC CONDUIT TO 12- BELOW GRADE. ATTACH PVC WITH GALVANIZED
B. CONTRACTOR SHALL HAND-DIG IN AREAS AROUND EXISTING UTILITIES.
9. NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING
GROUNDING SYSTEM DUE TO SITE SOIL CONOITHOMS.
10. GROUNDING RING IS SHOWN AS SCHEMATIC ONLY. IT IS DESIGNED WfTHOUT BENEFIT
OF RESISTIVITY TESTING AND DOES NOT NECESSARILY REPRESENT A GROUNDING
SYSTEM TO MEET ANY SPECIFIC GROUND RESISTANCE.
11. PRIOR TO POURING CONCRETE. ALL REBAR LOCATED NEAR THE BOTTOM OF THE
FOUNDATION SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING
ELECTRODE. EFY STEEL TIES OF OTHER EFFECTIVE MEANS APPROVED BY NEC 2005
AND STRUCTURAL ENGINEER, AND BONDED TO THE GROUND RING AS DETAILED IN
THESE PLANS. (INSPECTION MAY BE REQUIRED PRIOR TO POURING CONCRETE AND
MUST BE COORDINATED BY CONTRACTOR.)
Np PER 12_ IN ACCORDANCE WITH NEC 2005 REQUIREMENTS, ALL GROUNDING ELECTRODES
N.E.C. STANDARDS PRESENT ON SITE SHAH BE BONDED TOGETHER (REFERENCE 2005 NEC ARTICLE
250.50).
I - I
ePROPOSED COPPER-CLAD STEEL , -
GROUND ROD, 5/6'0 MIN. AND I �♦ `\
E03 10' LOW. MIN. (TYP_-2) / �. G 5
— ---- � GROUND
T BAR E03
BOND TO EXISTING
� �,
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HE (V.LF.) .
THE 90T1UM OF
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PROVIDE /2 AWG GROUND
BOND TO EXISTING LEAD FOR PROPOSED
GROUND R24G EQUIPMENT CABINE3 TO
(V.I.F_) GROUND GPS PROPOSED GROUND BAR
ANTENNA
SCHEMATIC GROUNDING FLAN
SCALE: N.T.S.
E, IiAI.F SIZE PltlNT
3• THE DRAWING IS SCALEABLE
�O aRADFORD A. AT HALF THE NOTED SCAtf
;a MILLS -4
CD I
Dewberry* ^ a' POCKET COMMUNICATIONS
850 SOUTH WESTFIELD STREET SAN ANTONIO, TX 78215
Dewberry-Goodldnd,Ina SITE NO. SPMA0092 ocket O 10/03/OB ISSUED FOR CONSTRUCTION ROM GHN PPS \
280 SUMMER ST• 850 SOUTH WESTFIELD STREET ,`S SCHEMATIC GROUNDING PLAN
10TH FLOOR COMMUNICATIONS A 09/29/08 ISSUED FOR REVIEW ROM GHN PPB EON
AGAWAM, MA 01030 DRAWING NUMBER REV
PHONE:,I,IA o72tV DEWBERRY No. JOB NO.
PHaaE:aneaeawo 815 AVENUE �B� N0. DATE REVISIONS BY CHK ApP'p
FAx:an.aos.xio SAN ANTONIO, TX 78215 b 5PMA0092—E02 0
SCALE: AS SHOWN DESIGNED BY: ROM DRAWN BY: JIM � �• 50D14749 $0414819
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j2 AWG SOLID TINNE
OPPER GROUND WN2E
FIN GRADE
z DEMARCATION
� 1 A STAR WASHER (TYP.) FLAT WASHER (TYP.) PANEL
io 1/2"Y7 1/2' HEX BOLT
I STAINLESS
N O w STEEL KWDWARE
NUT (TYP.)
1/4'- UM x 1/2' Bar(C.U.) DOUBLE BOLT GROUND Luc T1N0 ROLE ��' SAFETY METER SOCKET/MAIN
5/6'OR10•-D' LONG NUT k WASHERS (T•P-) GROUNDING COMPRESSION TERMINAL DISCONNECT AT METER RACK
D INSTALL LONG
(YIN) COPPER CABLE GROUND BAR {�KKLLOCCK TOONN)ARM TO PREVENT
CLAD GROUND ROD IXPOSED BARE CAPPER TO BE OF TAMPERING.
7GROUND BAR GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO
INSULATION ALLOWED WITHIN THE
/2 INSULATED GREEN A COMPRESSION TERMINAL(TYP,)
STRANDED TAP (C,U.) F_I_EV_AT_ION SECTION 'A—A' O SOLID TINNED COPPER
EQUIPMENT CONTINUOUS TO GROUND RING
ly(11f:
1. DOUBLING UP OR STACKING OF CONNECTIONS IS NOT PERMITTED GRADE
1. FROST LINE TD BE VERIFlED.
GROUND ROD CONNECTION TO EQUIPMENT DETAIL 2 2. oxnE INHIBITING COMPOUND TO BE USED AT All LOCATIONS.
SCALE: N.T.S. SCALE: N.T.S. TYPICAL GROUND BAR ` I—a
MECHANICAL CONNECTION DETAIL � 1 CONNECT To GROUND RING
T J
SCALE:N.T.S.
COPPERCLAD STEEL GROUND
(s) (2) ANTENNA ROD 5/8"0 x 1W-0" LONG
1•-O'
OUTLINE
0 TYPICAL
(4) (a) METER SOCKET GROUNDING �1
CAAIPTYPE G-TTC
OR N SCALE: N.T.S.
CAOWELO TO MAST 12'TO 24"
� N
ANTENNA CABLE
0 o O
0 O O
O
o 0 O
o WEATHERPROOFING KIT
�°c 11 (T) COAXIAL (SEE NOTE s)
// CABLE GROUND KIT
TO AWG
(TYP.) /$AWG STRANDED COPPER TO ANTENNAS
(3) GROUND WIRE (GROUNDED TO
ELEVATION GROUND BAR) (SEE NOTE 1 & 2)
LECEdD: 'GROUND LUG TO
TOWER
1. INSULATED BARE TINNED COPPER GROUND BAR KIT ANTENNA MOUNTKIT (TYP.)
WITH WALL BRACKETS, 1/4'12'x10",ANDREWS tRylTXI/RKlKIT (TYP.)
GROUND BAR BUSS KIT OR APPROVED EQUAL GROUNDING DETAIL 1. DD NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. ANDREW SUREGROUND
2. (2) INSULATORS (INCLUDED) SCALE N.r.s,
6 COAX JUMPER (TYP.) TYPE KIT
2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT
3. (2) 1/2" LOCKWASHERS (INCLUDED) WITH TWO-HOLE LUG.
CONNECTO
4. (2) WALL MOUNTING BRACKET (INCLUDED) 3. WEATHER PROOFING SHALL S INK SW TWO-PART TAPE WEATHERPROOFIN AWG
5. (2) 1/2-13 X 1' H.H.C.S. (INCLUDED) SUPPLIED WITH KR. COLD SHRINK SHALL NOT BE USED. TENNA GROUND BAR.
KR(TYP. ONDED DIRECTLYTO
P OF TOWER
(2) 1/2-13 x /e'H.H.C.s. (R1auoED) ANTENNA GROUND BAR ANTENNA CANTENNA- TT)D OF MONOPOLE CONNECTION OF CABLE GROUNDTO BTs EQUIPMEMrt {SEE NOTE 1' KIT TO ANTENNA CABLE DETAILGROUND BAR PLATE STANDARD GRouND Krt (TYP uAc sc�uE Na.s. ---�
SCALE: N.T.S. GROUND LUG
'SIZE ,�STRANDED, Cu �M OGROUNDFMONOPOLE CONNECTION OF GROUND WIRE
THWN INSULATION (TYP) SEE NOTE I. TO GROUNDING BAR DETAIL
COO CABLE (" FOR ALL)-11; ERvtt WELD
SIZE 2 AWO Cu SCALE N.T.S.
TO TRANSMISSION EQUIPMENT VIA ` BARE TINNED
COLIO
TRAY OR K:EBRIDGE COPPER WIRE
FOUNDATION
IZE 2 AWG BCW SOLID
TIMED EXOTHERMIC WELD
TO MONOPOLE BASE PLATE
am RNEN ROD
1, NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF
MONOPOLE. ANTENNA LOCATION AND CONNECTION ORIENTATION.
PROVIDE AS REQUIRED.
MONOPOLE GROUNDING n �yIN OF
scuE N.T.S. '1 a�► y HALF SIZE PRINT
A. THIS URAvANc Is scALEASLE
4 AT HALF THE NOTED SCALE
U GIV
Dewber �► No. POCKET COMMUNICATIONS
rye 850 SOUTH WESTFIELD STREET ^ SAN ANTONIO, TX 78215
SITE NO. SPMA0092pac et sS DewheTTy-(3opol80 SUMMER 0 10/Os/OB ISSUED FOR CONSTRUCTION ROM CHN PPB
2aTHflip Br. 850 SOUTH WESTFIELD STREET GROUNDING DETAILS
1oTHFLOOR COMMUNICATIONS A 09/24/OB ISSUED FOR REVIEW ROM CHIN PPB
BOSTON MA QWC AGAWAM. MA 01030 DEWBERRY NO. JOB NO.
PHC"E:617.aN,34M 815 AVENUE 'B' NO. DATE REVISIONS BY CHK AU'P•D DRAWING NUMBER REV
FAx:aT7.BYa.3ma _ SAN ANTONIO. TX 78215 rb• b4'� 50014749 50014819 SPMAOO92—E03 0
SCALE: As SHOWN DESIGNED BY: ROM DRAWN BY: JIM