8593_POCKET WIRELESS - 850 SOUTH WESTFIELD STREET.pdfLJI -II 10
I 1,'1 593 -Pocket Wireless -:-850 South I
Westfield Street
KJK WIR£UESS
Jaclyn Swenson
Sile Acquisition Consultant
485 Maple Street
Franklin, MA 02038
jsconsulting@comcast.net
Office: (508) 954-1310
Mobile: (508) 954-1310
Fax: (603) 386-6106
':W-.:~
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Dept., Police DePt~Dept., ADA Committee
FROM:' Planning Board 7 sJ?
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 Agawam
February 6, 2009 .
Jacklyn Swenson·
KJK Wireless
485 Maple Street .
Franklin, MA 02038
Dear Ms. Swenson:
36 Main Street Agawam, Massachusetts 01001-1837 . .
. Tel. 413-786-0400 Fax 413-786-9927
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
Westfieid Street", dated I 0103/08 with the condition that alf professional staff comments be
addressed.
If you have any questions, please contact this office at 786-0400, extension 283.
Sincerely,
-O~~~ ~It--(P<-~~'l)
Violet Baldwin, Acting Chairman
AGAWAM PLANNING BOARD
VB/DSD:prk
cc: Building Inspector, Eng. Dept., Town Clerk, File
• •
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVI EW
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 lor motor vehicle traffic safety.
Respectfully Submitted
Ayf-(J..~
Sgt. R. Niles
Safety Officer
Agawam Police Department
Review ~p ved by
/::l ~G ~
Lt. . c Gilli
ORIGINAL
• •
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 lor motor vehicle traffic safety.
Respectfully Submitted
~-I~-~
Sgt. R. Niles
Safety Officer
Agawam Police Department
Review ~p ved by /d. ~~ ~
Lt. 'c Gilli
R r:: 0r-"'f=D
~ •• , "1041
. , n M ? 2 {DOg
P!·' . . ~ ~_ ~ ;1 .. r...:..,t ~"
ORIGINAL
01/20/2009 15:24 FAX 4138210631 . --. ~
TOWN OF AGAWAM
INTEROFFICE
MEMORANDUM
To:
cc:
From:
Date:
Subject:
Planning Board
File
Engineering
January 20, 2009
Form D Application for Site Plan Approval
~ 002/002 •
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 telecommunication 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 andlor revisions & as
additional data is received.
If you have any questions, please do not hesitate to contact our division at 821-0628.
Sincerely,
&:kfd£. ~
Michael F. Albro, P.E.
Civil Engineer I
S:ISPIS31 Pocket Comrnunication.lPocket Com_02.doc
Town Engineer
• •
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 -yS"Y
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
TOliN OF AGAIiNI Fax 1d137BB9927 ,Nov 20 2008 12;56pm P002/00B
AGAWAM PLANNING BOARD
FormD
Application for Site Plan Approval
Please complete the following form and return it and 10 copies of the Site Plan to:
Agawam Building Department
lOOO Snffield Street
Agawam, MA 01001
1. Name of Business J.)oc K ~ / tv t v~ £ s 5
cit? IIj~ (PlnWH :
Address 'I~O= /J1API..F. S'/ EAAWa..rd,) ~ ~ ,
t1~d:J8'
Telephone StJ~-9SY--/J/O Fax Sd8-79' -.dI:ttJ(..
2. ' N arne of Applicant/Owner £/ ! 4, Zu,. "" .5' /3fI
Address ?(2 {!.mrRA ( ~;-j /KW". 11.4 t!J /1/9 ; .
Telephone t I() ~ &0 ~ tH!!J? Fax _____________ _
3. Name OfEngineer/Architect:_---!.:Ou..,,~f(.I.L,,~h~~~,/.CL.~~'t~--=-::.-..LA=,C,,~1J~/~itlC'i;..!J/>L--LJk!!.,u!t<£r.2~:......_ __
Address «'tt7 .sJw 41d 57 /3argr! I .uti, p./#t? ~ I ..
Telephone 111-~f£'''W Fax~ ___________ _
4. Please give a brief description of the proposed project;
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January 6, 2009
Agawam Town Hall
Planning Department
Dear Board Members
,
• •
KJK Wireless LLC
Jaclyn Swenson
Agent for Pocket Wireless
485 Maple Street
Franklin, MA 02038
c. 508=954-1310
F. 508-796-2606
PLA ~"" ,. I ~, \. ,. ~ 'V .•
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 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:
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
AECE'\~D
JAN 1 5 2009
PLANNlt"JC L: ': 'D' " •
,
• •
Should you require further information or have any questions or comments, please feel
free to contact me via any of the following:
Jaclyn Swenson
Agent for Pocket Wireless
KJK Wireless LLC
485 Maple Street
Franklin, MA 02038
c. 508=954-1310
F. 508-796-2606
jacaui@kjkwireless.com
Thank you in advance for your time and consideration.
Jaclyn Swenson
~ PLAN A.Pf'ROVAi.
~V ... ·--~ ~PiAANlNG~
PROJECT INFORMATION
SITE ADDRESS:
SITE ADDRESS, ______________ _
TOWER OWNER;
LATITUDE:
LONGITUOE:
850 SOUTH WESTFIELD STREET
AGAWAM, MA 01030
"LiGHTOWER
80 CENTRAL STREET
BOXBOROUGH, MA 01719
42' 02' 25.7" N (NAD 83)'
72' 40' 44.S-W (NAD 83)·
• PER UGHTOWER
~ -= P2~N~~Nt SITE 10, _______________ _
PKN, _______________ _
METER', ______________ _
AFTER HOURS, _____________ _
'---
ELEVATION:
JURISDICTION:
CURRENT USE:
115' (A.G.L) TO ANTENNA C.l.
TOWN OF AGAWAM
TELECOMMUNICATIONS FACILITY
TELECOMMUNICATIONS FACILITY
SITE NUMBER: SPMA0092
PROPOSED USE:
1.!I.!.L.!I.!.E
POWER: (800) 286-2000
(800) 941-9900
SITE NAME: 850 SOUTH WESTFIELD STREET
TELCO:
WESTERN MASSACHUSrnS ELECTRIC
VERIZON
RF REVISION DATE
VICINITY MAP
RF REVISION #: 22 TO MERGE ONTO 1-90 WEST/MASS PIKE. TAKE EXIT 6 TOWARD SPRINGFIELD. TURN LEFT ONTO 1-291 W. TAKE
EXIT 1 A TOWARO 1-91 51 HARTFORD, CT. MERGE ONTO 1-91 S. TAKE EXIT 3 TO MERGE ONTO RT -5 N TOWARD RF REVISION DATE: AGAWAM. TAKE THE EXIT TOWARD AGAWAM/ STATE HWY S7/S0UTHWICK. AT ROTARY. TAKE 3RD EXIT ONTO RT-57 W
HEADING TO AGAWAM/SOUTHWICK. TURN LEFT AT RT-187/ RT-57 51 WESTFIELD ST. TURN LEn ONTO S WESTFIELD DRAWING INDEX REV ST. TURN RIGHT INTO OAK RIDGE GOLF CLUB ENTRANCE. THE SITE IS LOCATED IN BETWEEN HOLE ,,, GREEN AND
HOLE #14 T-BOX.
SPMA0092-TQl
SPMA0092-GOl
SPMA0092-AOl
SPMA0092-A02
SPMAOD92-COl
SPMA0092-EOl
SPMA0092-E02
SPMA0092-E03
TITLE SHEET
GENERAL NOTES &. ANTENNA B.O.M.
ABUTTERS PlAN
PROPOSED SITE PLAN &. ELEVATION
CONSTRUCTION DETAILS
ELECTRICAL RISER DIAGRAM &: 8TS 3231 OETAll
SCHEMATIC GROUNOING PLAN
GROUNDING DETAILS
t::I..QI.E.;. CONSTRUCTION ON THIS SITE CANNOT COMMENCE UNTIL THE RESPECTIVE
DEPARTMENTS HAVE APPROVED AND SIGNED THE DRAWINGS.
REAL ESTATE
RF
OPS/CONSTRUCTION
LEGAL/COMPLIANCE
NET DESIGN
STRUCTURAL REVIEW
o o o o o o
o
o
CONTRACTOR SHAll OBTAIN AND VERIFY STRUCTURAL EVAlUATION REPORT OF EXISTING TOWER AND EXACT
PLACEMENT OF" ANTENNAS AND COAX CABLES AND NOTIFY POCKET COMMUNICATIONS IN CASE OF A
DISCREPANCY. ANY STRUCTURAL MODIFICATIONS. IF REQUIRED SHALL BE DONE PRIOR TO INSTALLATION OF
ANTENNAS. REFER TO CORRESPONDING SHOP DRAWINGS.
NOTES
1. ALl POCKET COMMUNICATIONS SAfETY PROCEDURES MUST BE AOHERED TO.
2. ANTENNA sYSTEM SWEEP TESTING SHALL BE PER LATEST POCKET COMMUNICATIONS DOCUMENTS.
3. THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS
NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS
DOCUMENT IS AT THE SOLE RISK OF THE USER.
SCOPE OF WORK
1. FURNISH AND INSTALL NEW CABINET SUPPORT STRUCTURE FOR TELECOMMUNICATIONS EQUIPMENT.
2. FURNISH AND INSTALL NEW COAX SUPPORT STRUCTURE.
.3. FURNISH AND INSTALL NEW ELECTRICAL SERVICES WITH METER AND DISCONNECT.
4. FURNISH AND INSTALl ALl UNDERGROUND UTILITIES.
5. INSTALl NEW MOUNTS. ANTENNAS, CABLES. ETC.
6. INSTAlL TELECOMMUNICATIONS EQUIPMENT.
CONTACT
ENGINEERING:
SAC,
CONST.:
CONTACT
GREG H. NAWROTZKI
KEN KOlYRA
PAT HEElAN
~ Dewberry-
Dewbeny-Goodklnd, Inc.
2ICI SUIU.IER Sf .
• on< """" BOSTON. MA 02210
PHONE;$17_~3400
FAX:e17_~.3310
COMPAt:N
DEWBERRY
KJK WIRELESS
PORTLAND CONSTRUCnON
PHONE NO
(617) 69S-3400
(603) 888-8974
(207) 839-2076
850 SOUTH WESTFIELD STREET
SITE NO. SPMA0092
. 850 SOUTH WESTFIELD STREET
AGAWAM. MA 01030
~
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PROJECT INFORMATION
1. THIS SITE IS UNMANNED AND IS RESTRICTED TO OUTDOOR EQUIPMENT. IT WILL BE USED FOR THE
TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLUlAR SERVICE.
2. POCKET COMMUNICATIONS CERTIFIES THAT THIS TELEPHONE EOUIPMENT FACILITY WILL BE SERVICED
ONLY BY POCKET COMMUNICATIONS EMPLOYEES AND THE WORK ASSOCIATED WJTH AtN EOUIPMENT
CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY
SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY. THIS FACILITY IS EXEMPT FROM THE REOUIREMENTS
OF THE AMERICANS WITH DISABiLITIES ACT (ADA). APPENDIX B. SECTION ~ 11.(5)(b).
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION.
5. NO SOLIC WASTE WILL BE GENERATED AT THIS LOCATION.
6. POCKET COMMUNICATIONS MAINTENANCE CREW (TYPiCAlLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE
TRIP PER MONTH AT ONE HOUR PER VISIT.
ket
815 AVENUE '8'
SAN ANTONIO, TX 76215
APPLICABLE BUILDING CODES AND STANDARDS
CONTRACTOR'S WORK SHAlL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES
AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE
EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT
AWARD SHAlL GOVERN THE DESIGN.
BUILDING CODE:
MASSACHUSETTS STATE BUILDING CODE (780 CMR)
ELECTRICAL CODE:
MASSACHusms ELECTRICAl CODE (527 CMR 12.00)
[NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 -2005, NATIONAL ELECTRICAL CODE,
LIGHTNING PROTECTION CODE:
[NFPA 780 -2005, LIGHTNING PROTECTION CODE]
OCCUPATIONAl SAFETY & HEALTH ADMINISTRATION (OSHA)
CONTRACTOR'S WORK SHAlL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
AMERICAN CONCRETE INSTITUTE (ACI) .318. BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AlSC). MANUAl OF STEEL CONSTRUCTION, ASD.
NINTH EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
TIA 607, COMMERCIAl BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
TELECOMMUNICATIONS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING
EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
SYSTEM.
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC
EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC'POWER
CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE")
TELCORDIA GR-1275, GENERAl INSTAlLATION REQUIREMENTS
TELCORDlA GR-1503. COAXIAl CABLE CONNECTIONS
ANSI T1.311. FOR TELECOM -DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING
MATERIAl, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE
REQUIREMENT SHAlL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT
AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
CONTRACTOR SHAll VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR
PROPER EXECUTION OF PROJECT. REPORT' ANY COREr.,,",,'i"'~DHE
CONSULTANT PRIOR TO CONSTRUCTION. ~ 1-i ' Ie,. .... , .. . ,~~ ,~:-
JAN 15 2009
;, ~p , ,..~ . H~llI.Sa I'I\,INT
.,THIS ORA~NG1S~
AT HALF THE NOl'm'SCALl
POCKET COMMUNICATIONS
SAN ANlONIO, TX 78215
TITLE SHEET
GENERAL CONSTRUCTION NOTES:
1. AU. WORK SHALL CONF"ORW TO ALL CURRENT APPIJCABt.E FtDER.Irl. STATE, AI«) lOCAL CODES. AND
COUPL Y WITH POCKET COWMUNICA"OONS WIRtl.ESS SPEaACATlONS.
2. CONTRAC1"Oft SHALL CONTACT DIG SAfE (1 SS8 OIG SAfE 88&-344-723..3) fOR IOENTlFICATlON OF
UNOERGROUNO UTJUnES PRIOR 10 START Of CQNSTRl.ICTl()N
3. CONTRACTOR IS RESPONSIBLE fOR COORDNATING ALL REQUIRED INSPECTlONS.
4. AU. OIMEHSLONS TO, OF, AND ON EXISTlHG BlJL.DtNGS, ORAIHIAGE STRUC1\JRES, AND SITE IMPRO'YDIENTS
SHALl. BE: VERtF£D IN F1E1.D S'I' CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENCINtER.
5. DO NOT CI-WIG( SIZE OR SPACING Of SfRUCTLIRAL El..DIEHTS.
IS. DETAILS SHOWN ARE TYPICAL; Stt.aI..AR DETAILS APf>LY 10 SDII..AR CONOfTIONS UNL!SS OTHERWISE
NOTED.
7. THESE DRAWINGS DO NOT INCWOE NECESSARY COMPONEMTS FOR CONSTRUCTION SAFETY WHICH IS THE
SOLE RESPOHSIBIUl'Y or Tl-£ COHTRACTOR. •
a. COKTRACTOR SHALL BRAC£ STRUCTURES tJHT1l. ALL snnJCTURAL ElEMENTS NEEDED fOR STABUTY ARE
LHSTAU£D. THES[ ElDI£HTS ARE AS FOl..l.OWS: l.Al[RAl BRACING. ANCHOR BOLTS. ETC.
g. CONTRACTOR SHALL Cl£TERW1NE EXACT lOCATION OF EXlSTlNG UTJJT1ES. GROUNDS DRAINS. DRAIN PI?ES,
'ot:NTS, rrc. BEfORE CO .... ENCING WORK.
10. INCORRECTlY fABRICATED, DAWAGm, OR OTHERWISE MISfTTTING OR NONCONf"CIRIoIING WATERIALS OR
CONOITlONS SHALL BE REPORTED TO THE OWN[R PRIOR TO RE"EOIAL OR CORRECTlIIE ACTIOH. NI1
SUCH REMEOIAL ACTION SHALL REOUIRE WRfl1"EN APPROVAl BY THE OWNER's REPRESENTATlVE PRIOR
TO PROCEIDING.
11. EACH CONTRACTOR SHAU. COOPERATE wmt THE OWNER'S REPRES£NTATlVE, AND COORDINATE HIS WORK
WITH n£ WORk Of OTHERS.
12. CONTRACTOR SHALL REPAIR NI1 D.t.MAGE CNJSED BY COHSTRUC1lON Of THIS PRO.IECT TO ""'TCH
EXISTING PRf-CONSTRUCTlON ~S 10 TH[ SATISFACTION Of THE POCKET COW .. UNlCATIONS COHSI1!UCT1OH _
13. AU. CA8L£/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATliERP'R'OOfm DURING INSTALLAT10N USING A
SUCON£ ..........
14. WHERE EX~ CONOmONS DO NOT WATCH THOSE SHOWN IN THIS PI..AN SET. COHTRACTOR WILl.
NOTIFY ENGINEER, POCKET COMMlINlCAllONS CONSTRUC'OON t.WW:ER, AN;) lANOLORD lM"EDlATELY.
15. CONTRACTOR SHALL ENSURE ALL SUBCONJJtACTORS ARE PROVIOED WITH A CURRENT SEt" OF DRAWINGS
NolO SPECIFICATIONS fOR THIS PROJ£CT.
15. CONTRACTOR SHALL REWOYE ALL RUe8tSH AI«) DEBRIS FROM TME SITE AT TH[ END OF EACH DAY.
17. CONTRACTOR SHALl. COOROINA~ WORK SCtfEDtA..E WITH ~ AND TAKE PRECAlITlOHS 10 WIHIWE
IMPACT AN[) DISRUPTION Of OTHER OCCUPNITS Of TME fACILITY.
la. CONTRACTOR SHAU.. fURNISH POCKET COMMUNICATIONS WITH THREE AS-Bun.T SETS or DRAWINGS UPON
COWPl£TlON OF WORK.
1 D. ANTDINAS AND CABLES AR£ TYPICAl..L Y PROWlED BY POCKET COMMUNICATIONS. PRIOR TO SUBMISSION
or BID, CONTRACTOR SHAU.. COOROINA~ WITH POCKET COUWNICATIONS CONSTRLICtlON MANAG[R TO
DETERMINE WHAT, IF IN(. rTntS 'MU. BE PROVIDED BY POCItET COtAIUNCATlONS. AU. ITOIS NOT
PROWXD BY PQ()(El" COUUlIMCATtONS SHAU.. BE PROW)ED AND IHSTALLEO BY THE CONTRACTOR.
CONTRACTOR WlU. INSTALL ALL rTEUS PROv'IDED S'I' POCKET COM"UNlCATIONS.
20. PRIOR 10 SUBMISSION or BID, CONTRACTOR WlU C~~ WfTH POCI(ET CO .... UNICATIONS
CONSTRlJCTIClt.I t.IAKAGER TO DETERMINE If IN( PERMITS WlU BE OBT ........ ED BY POCKET
COW"UNlCATIONS. ALL REOUIRED PERMITS NOT OBTAINED BY POCKEl" cowt.IUNlCATlONS MUST BE
OBTAINED, AtCI PAl) fOR, BY THE CONIlUCTOlt
21. CONTRACTOR SHALL INSTALL AU SITE SICNoI.C[ IN ACCORDNCE WITH POCKET COU"UNlCATlONS
SPECFlCATlONS AND REQlJIREWENTS.
22. CONTRACTOR SHALL SUBMIT AU. SHOP ORAWINGS TO DEWBERRY FOR REVIEW AND Af'PRaoIAL PRIOR TO
fABRICATlOfoI.
23. UNL!SS OTHERWIS£ NOTED POCKET COM"UNICATIONS SHALL PROVIDE AU. REQUIRED RF WATERLAL fOR
CONTRACTOR TO INSTAU.., INCLLIOING AIrrlTtNNAS, TW.'S, BIAS-T's. COMBINERS.. PDU, DC BLOCKS, SlJRC[
ARRESTORS, GPS ALaENNA. GPS SURGE ARRESTOR, COAXIAL.. CA8l£. .
24. PRIOR TO SUElUlSSION or BID, CONTRACTOR SKAI..l. VERIfY AU EQUIPWENT TO BE PRO\IIDED BY
POCXET COIroIIlllUNCATlOHS fOR INSTAU.ATION BY CONTRACTOR.
25. AU EOUtPMENT SHALL BE INSTAU.£D ACCORDING TO WANUfACTURER'S SPECIFICATIONS AND LOCATED
ACCORDING TO POCKET COU"UNICATlONS SPECLFlCATlONS. AND AS SHOWN IN THESE PlANS..
26. SEAL PENORATlONS THROUGH FIRE RATED AREAS WITH LIt.. USTED 0 fIRE CODE APPROVED w.T'ERIAlS.
27. THE CON"I1W:TOR SHAU.. SI.IPER'Y1SE AND DIRECT n£ ~CJ DESCR18ED HEREIN. THE CONTRACTOR
SHALL BE SOLn..Y RESPONSIBL[ FOR AU THE CONSTRl.IC1lON M£ANS.. 1roI£THOOS. TECHNIOUES,
SEOUENCtS AND PROCmuRES AND fOR COORDINATING AU. PORTIONS Of THE WORK UNOER THE
COO<I1!ACT.
28. CONTRACTOR SHALL NOTIfY DEWB£RRY A WOO .. lN Of 48 HOURS IN KNAHCE Of POURING CONCR[l[
OR BACKFUJHG NI1 UNDERCROUNO UTIUllES, fOUNDATIONS OR S£ALlNG ANY WAU.... FlOOR OR ROOf
PENETRATIONS fOR EHGINEER!NG fID1EW AND APPROIfAl....
~ Dewberry·
DewberTy-Goodklnd, Inc.
280 SI.JIBIEA ST.
"'" A.COA BOSTON. lolA 0:2210
PHOHE:1!tI7.eD5.SCOO
FAX: eI7.".3310
850 SOUTH WESTFIELD STREET
SITE NO. SPMA0092 -
850 SOUTH WESTnELD STREET
AGAWAM, MA 01030
STRUCTURAL STEEL NOTES
1. STRUCTURAL STm. SHALL CONfORM TO THE LATtST EDmON OF TME NSC "SPEClF'lCATION FOR THE DESIGN, fABRlCATlOH ~D
ERECTION OF STRUCTURAL srm fOR I!UII.DINCS'.
2. AU. EXTERIOR STm. WORK SJW.l 8[ CALVANZm IN ACCQRDAHC( W1TH SPECIFlCATION AS1\I A123 HOT-DIP GALVANIZED F1NlSH
UNLESS OTHERWISE NOTtO. GALVNoIIZING SHALl. BE PERfOR .. ED AfTER SHOP fABRICATION TO THE GREATEST EXTENT POSStBLt.
AU. DINGS, SCRAPES, MARS, AND wtLOS IN THE GAl..V~ED AREAS SKW. BE REPAmED. REPAIR twu.GED GALVANIZED C~TlNCS
ON GALVANIZ[D ITEMS WITH GALVANIZED REPAIR PAINT ACCOROING TO ASTY A780 AHD WAHUfACTURER'S WRITTEN INSTRUCTIONS,
PRIOR TO COWPLJ;11ON Of WORK.
3. 00 NOT DRILL HOLES "THROI..IQ1 STRUCTURAl STm.. .. EMBERS EXCEPT AS 910WM AND DETAILED ON STRUCTVRAI.. DRAWINGS.
4. CONNECTlONS:
a) AU. WELDING SHALL BE DONE USING Oon: El..ECTROO£S AND WELDING SHALL CONfORtol TO AISC AND AWS 01.1. WHERE FU£T WElD
SIZES ARE NOT SHOWN. PRCMDE THE .. LNlW\oI SIZE PER TABLE n.4 IN THE AISC "lowoLUAL or STEEl CONSTRUCTION-gTH EDITION. AT
THE COYPLroON Of" WElDING. ALL DAW.CE TO GALVANIZED ca..TlNG SHAU. BE REPAIRED. IT IS THE CONTRACTOR'S RESPONSlBlUTY TO
PROVIDE BURNtNGjWru)ING PERMITS AS MOORED BY lOCAL GO'v9NING AlJTHORITY. AND IF REQUIRED SHALl HA.VE FlRE DEPNmoIENT
DETAIL roo AH'f WELDING ACTMIY.
b) BOLTED CONNECTIONS SHALL USE BEARING l'r"PE GH.VANlZED ASTM AJ25 BOLlS (SIZE AS NJTED) AN[) SHALl HAVE MINI"UM Of twO
BOLTS UNt.£SS NOTtD OTHERWISE.
c) CONNECTW)N DESIGN BY fABRICATOR WIll. BE SI.8JECT 10 REVIEW -'HO APPROVAl S'I' ENCIHITR.
5. WELDING SHALL "EET THE AWERICAN WELDING SOC1EIY STRUCTUIW. WELDING COO[-STEEL WElDCNG OPERATORS SHALL 8[
CERTlnED BY THE STANDARD Ol.W.IRCATlONS A¥IS PROCEDURE fOR THE TYPE Of WELD REQUIRED.
6. SQUARE AND PIinte THE STRUCTlIRE BEfORE TLGHTtN1NG SOL TED CONNECTIONS OR WElDING AH"f FlEl.D WElDED CONNEC'11ONS.
SEE AISC SPECIFICATIONS 7.11.3.
PERMIT ISTRUCTURAL NOTES:
1. STRlICTURAL ANAl.YSIS/TOWER DESIGN DONE 11'1' OTHERS.
2. POCKET COWWUNICATlONS SHAlL PR(MO[ A STRUCTURAL. NW..YSIS Of THE TOWER PREPARED BY A UCENSED WASSACHusElTS
STRt.ICTURAL ENGINEER CERTIfYING THAT. THE EXLSTlNG TOWER AND IH'( REOUIRED 1 .. PRQ\IEWENT5 AND REINFORCEMENTS HAVE
SUfFlClENT CAPACrTY TO SUPPORT ALL DISTIIG AND PROPOStD AHTENNAS, SUPPORTS AN[) APf'URTENANC£S AND COMPUES
WITH THE CURRENT WASSACHUSErTS STAT[ BI.lUlING CODE AtCI EIA/T1A CRITERIA. THE CONTRACTOR IS RESPONSIBLE 10
CONnRW THAT IH'r NolO AU. ~ .wo REINfORCEMENTS REQUIRED B'I' THE STRUCTURAL NW..YSIS CER'TlACATION
ARt PROPERlY INSTAUID PRIOR 10 THE ~ OF NlTENNAS. SUPPORTS AND APPURTtNANCES PROPOSED ON THESE
DRAWINGS OR OTHERWISE NOTID IN THE ~ ANALYSIS.
AKTENNA AA:D COAXW. CABL£ BILL Of ""TERIALS
SECTOR I STATUS COLOR CODE '"""'" COAX c.8LE "''''11TH RAD COAXIAL """'IAL ELEC11!1CAI.
fEED LOC (TRUE NORTH) CENTER """-' LENGTH c.8LE DOWNTILT
ALPHA IpROPOSEC
8m IPROPOSEC
CAM"" /PROPOSEC
CPS rROPOSEC
TOT'"
QUNITTlY
!ltD
BlUE
CRE£N
-
J
RFS BOTTOW 3<T N'XV18-206517S-C
RFS BOTTO. 150' APXV18-206517S-C
RFS BOTTO. 27CT APXV18-206517S-C
NrGBD 1 ""'-CPS - -
"""" 1. COAXIAl CIBt.! IS RF1 Lcn~-5OJL OR AS SUPPL£D.
2. REf[R 10 RftlS ANJtMNA SHEET FOR FINAl. TLT ~
AZlWIHS.
115' 2 0 150' (2) 1 5/B-SEE NOTE 2 RFS
115' 20 150' (2) 1 5/8-I SEE NOTE 2 RfS
115' 20 150' (2) 1 5/8-I SEE NOTE 2 RFS
-- -
, -
900'
~~T~~NA AND COAXIAL CABLE B.O.M. 8
'i : P!~N~~Nt
815 AVENUE'S'
SAN ANTONIO. TX 78215 ~ AS SHOW>I
ISSUED fOR CONSTRUCTlON
ISSUED fOR REVIEW
RO"I CHN I ppe
RO" GHN PPB
R£\fISK)N$ I BY I CHK IAPP'O
I DESIGNED gy: RO.. rORAWN BY: J1M
CONCRETE AND REINFORCING STEEL NOTES:
1. DESIGN AHO CONSTRUC11ON or ALL CONCRtTE El..EUENTS SHALl. CONFORM TO THE LATEST EDITlONS
Of .-u APPlICABLE CODES 1NCWDlNG: ACt 301 "'SPEC1flCATIONS fOR STRUCTlJRAL CONCRETE FOR
8\JIUlCNGS-, ,I,N[) N:J J HS iWIt.DIHG CODE R[QI.IIR(WOO!i fOR REINfORCED CONCRUE'".
2. Will DESIGN SHALL SE API'ROVU) BY OWN[R"S RD"RESDflATM AND suewrnm TO ENGlNE£R PRIOR
TO PlACING COHeRE'lL
3. CONCRETE stW.l. BE NORNAL wEIGHT. 6 S AIR ENTRAINED (+/-1 • .9) WITH A MAXIMUM .. -SWWP
AND HAVE ,. WINtt.lUW 2a-OAY COMPRESSIVE STRENGTH Of 4000 PSI UNLESS OTHERWIS[ N01[[).
4. THE rou.owtNC MATtRW..S SKW. BE usm:
~: ASN C-l50, lYfI'[ 1 OR 2
RElNFORC6IENT BARS-ASN "-1~. PlNN srm. WEl.DED WIRE fABRIC
NC:IRMAl WEIGHT AGGREGATE: ~ ~~ GRADE 60, DEFORMED
WATER: OR1NKABL£
AOt.IIXTURES: NON-CHLORIO£ CONT .... NING
!). WINIWW COMCRETt COVER fOR RDNfORCIHC STtD.. SHALl. BE AS rou.ows (UNLESS OTHERWISE
NOTED~
A. CONCRETE CAST AGAINST £.ARTH: J"
B. AU. 0THtR CONCR£T£: 2"
e. "3/4" CHAMFER SHALL BE PROVIDED AT AU. EXPOSED EDGES Of CONCRETE IN .-cc0RtW«:E WITH
ACI 301 stCTlON 4.2.4, UNLESS NOT£D OTHERWISE.
7. tNST.AllATION Of CONCR£1't EXPANSION/WEOGE ANCHOR SHALL BE P£R MANUfACTlJRDfS WRITTEN
RECOUMENOED PROC£OURE. THE ANCHOR BOlT, oown.. OR ROO SHAU. CONFORM TO
MNrurACTURER'S RECOWW(NMTION roR D.lB£DUENT DEPTH OR AS SHOWN ~ THE ORAWNGS. NO
R£BAA SHAU. BE CUT wrTHOUT PRIOR ENCI~ APPROJ'N. WHEN 0RIU..lNG HOt.£S IN CONCRElL
8. ADMIXTURES SHALL CONFClRM TO THE APPROPRIATE ASTM STAHDMO AS REftRENCED IN ACI 301.
i. 00 NOT WElD OR TACK WELD REINFORCING STEEL.
10. AU. OOWE\..S. ANCHOR BOLTS.. EMBEDDED STEEL. ElEC1"R1CAL CONDUrTS. PIP[ Sl£E'YES. GROUNDS
AHO AU. OTHER DIBEDDED rrEMS AHO F'ORUEO DETAILS SKW. BE IN FVCE BEfORE STAIn or
CONC1!ETE P\.OCDWfT.
11. REtiF"ORCtMOO SHALl. BE COlD BOlT WHEHEVER SOONG IS REQUIRED.
12. DO NOT PlACE CONCRETE IN WATER. It[, OR ON fROZEN GROUND.
13. 00 NOT AI..l.OW RElNfQRCEWENT. CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING
AND S£n1NG PERIOD, OR fOR " MINIMUM Of 3 DJ,YS Af1iR Pl.ACEMENT.
14. FOR COlD-wtATHER AND HOT-WEATHER CONCR£1'E PlACEWOO, CONFORM TO APPl..lCABl..E ACI
COOES AND RtCOWWENOATlONS. IN EJTHER CASE. ""'T'ERIAlS CONTAINING 0iL0RIDE. CALCIUM. SAlTS. rrc. SHAll NOT BE USED. PROTECT FRESH CONCRETE FROU WEAlH(R FOR 7 o-.YS. "1"""lN.
15. CONCR£TE SHo\U. BE RUB8ED TO A ROUGH CROUT FlHISH. PADS SHALL BE S£Al.£D BY srm
TROWEL
16. UNILSS OTH£RWISE N01iD:
A. AU. RtlNfOROHG SlID. SHALL BE DEfORMtD BARS CONFORMING 10 AS1\I A615,
......: GO.
B. WELDED WIRE fABRIC StW.L CONfORM TO AS1\I A185.
17. SPlICING Of REINfORCEMENT IS PERt.IfTTID ONLY AT LOCATIONS SHOWN IN THE CONIlUCT
DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNlESS OTHERWISE SHOWN OR NOTED RtlNfORCINC
STEEl SHALL. BE SPlICED TO OE'IIElOP ITS fULL TENSII..£ CAPACITY (ct.ASS A) IN ACCORDANCE WITH
ACI 3111.
18. REINFORCING BAA 0£IItI..0Ptr0If LEt«mfS, AS COWPUlED IN NXORQANC[ WITH ACI 318, fORM THE
BASIS FOR BAA EMBEDMENT lENCTltS AHD BAA SPUC£D lENGTHS SHOWN IN THE DRAWINGS. APf>L Y
Af'PROPFIIATE WOOIf1CATION FACTORS fOR TOP STED... BAA SPACIHC, COYER AND THE UXE..
HI. D£TAIUNG OF R[INf"ORCING S11D. SHALL CDNFOfft,t TO -ACI WANUAl Of STANDARD PRACTICE fOR
D£TAIUNG REINFORCED CONCRETE STRUCTURES-(ACI 315).
20. ALL SI.AS CONSTRUCTION StW.L BE CAST WONOLlTHlCAU.Y WITHOUT HORIZONTAL CONSTRUC1lON
JOINTS. l./M..£SS SHOWN IN THE COKTRACT DRAWINGS.
21. LOCATION OF ALL CONSTR\JCTlON JOINTS ARE SUBJECT TO Tt£ REQUIROtENTS OF THE CONTRACT
[)()CUW[NlS, CONFORWANCE WITH ACI 31a, AND ACCEPTNCE OF THE ENGINEER. 0RA......c5 SHOWING
LOCATION Of DETAIlS OF THE PROPOSED CONSTRl.ICTlDN JOINTS SHALL BE SUBWmED WITH
REINFORCING srm. PlACEMENT ORAWINCS.
22. SPIJC(S OF WWf. AT ALL SPLICED EDGES. SIiALL BE SUCH TW.T 1li£ CI"IER\.AP .. EASURED BETWEEN
OIJTERWOST CROSS WIRES OF £.ACH fABRIC SHEET IS NOT lESS THAN THE SPACING Of THE CROSS
WIRE PlUS 2 1NCH[5. NOR lESS THAN a-.
23. BAR SUPPORTS SHo\U. 8[ AU.-GALVAMIED METAL WITH PlASTIC T1?S.
24. AU RtlNfORCEMENT SHALL BE s[CURELY TlED IN PLACE 10 PREVENT DISPl.ACDI£HT BY
CONSTRUC1lOH TRNTIC OR CONCRETL TIE WIRE SHAU. BE lIS GAUCE CONF'ORlollN:; TO AS1\I A82.
25. SUB ON GROUND
A. COMPACT S'TR\JCT\JRAl. AU. 10 99 DENSnY AND THEN PlACE IS-GRA\IEL BEH£ATH SlAB.
B. PRCMOE VAPOR BARRIER BtNEATH SlAB ON GROUND.
<\I OF A/48S ~' '1" ~'<: ~ ~ BRAOFOROA. ;l~ ~~ MILLS ~ ~ GMt.
<.0 No. 33966 ~
~8;~~
1t!J'1 -Oe
HALF SIZE PRINT
THIS DRAWING IS SCA1...EABl£
AT HALF THE NOTID SCALE
POCKET COMMUNICATIONS
SAN ANTONiO, TX 78215
GENERAL NOTES &< ANTENNA 8.0 ....
DRAWING NUMBER IR£V OEWBERRY NO. JOB NO.
50014749 500148191 SPMAO092-GOI 10
iii N
!1
~
i
I
(--~"
: "-
"-
OJ 2 1
"-
"-
E4 1 2
---------, -------------300' PROPERlY
SETBACK
[4 2 .3 I ,----. ----------:g " I ..... ------.. -------•• --------;;f
, "", \ I , • \
: E"f _'_,_ ! " :§-i---
U j ~ J
\ , I ' , ! I \-, i I l._, "') ) ! :
I / /-""" .. / , I
r-.:" / 1--11" '---'---\...--j~ ! ~::-:fr-, __________________________ _ • " "" I ~ / --~ , , , , ' , , I
.j / ~ ! [324
/ ~D3 .3 .3 ~~ I __ -j
/
.. -. -"----
' " , .. ,,, '" I :... , -'-"-.. _, , " " , ~/ D3 3 4 ( __ -.!, 12 I
' , *E26 610 ,
EJ 2 2
xx-x-xx
"""'"
EJ 2 J
' " , " /t;;7 ....... -r-... ;g"~ " " ." 'Tr/.,;-;--______ .J
' , ... " " .. -=~=;-;t;~:tia;~OO!Iilll!BllI£::::::::::::::::::::::::::::::::::::::::::: 'OJ .3 '! 17 E2 1 16--r.; r
""'" '"" , I ~ ~.. • "" ' , ,--, <
' .. , 1--... '"'' t .. In ''', ,f' ," , '/, "" ;;.., ... 'L
e
w m, "'i-+--'i'" ", ""/ >--'~D2 3 lD E23 14 E2, __ ~ ~ --~ : " t' J: .[,229 2 3 b~ 3 9'/'-)jD2 3:;h~1 312 rirIE' 1 '" 1 2 E2 1 13-'-"~_ ~ ~_~, E2 2 16
I
-I " ~ ';"'~ hE2 1.3 1 4 E2 1 12,:z: 'E2 2 12
'
/-, ", · .--r ' ':>/;, .. " J. """ "''te.. > I L __ ~:_13l i" '~'", -~,.; ,; " ;~" '; 7 ! T nn rn'-r' J L_,
I / ",,, ,
U
' " .. ..n.~~ ..... _"" , n."",_",""-L / ........ -..-.. -L...._
".,,~~~ ------, -
02 2 25
I ,
I E2 2 5
Wi<Im
EXISTING PROPERTY LINE
LOCUS PROPERlY UN[
PARCEl 10
JOO" P!!OP[R1'( SETBACK
(XISTING ROAD
STATE BOUNDARY
, "'9 " ....... -.._---
1 0
1. Pl.AN 6: ~ INF'ORYATION WAS COWl"'II.£D f'ROU THE
TOWN Of AGA ..... fS CIS SYSTDI.
~~u,'!;,!;,~o~ PLAN (2)
o· 200' 400'
iIiiiiiIi
2. SOME PROPOS£D NQ ElOSllNC INfORMATION NOT SHOWN FM
"-'RI1Y.
3. NORTH ARROW SHOWN AS Af'f'ROXIMATE.
~ Dewberry-
~k!nd,I"",
2110 SUMMER st.
''''' """" BOSTON ...... 02210 PHONf: e17 ___ ~
FAX:817 __ .3310
850 SOUTH WESTFIELD STREET
SITE NO, SPMA0092
850 SOUTH WESTFIELD STREET
. AGAWAM. MA 01 030
'i i' P2~N~~Nl
815 AVENUE'S'
SAN ANTONIO, TX 78215
o 10/OJ/OS
A 09/29/08
OAT!'
ISCALE: AS SHOWN
rssum fOR CONSlRUCTlON
ISSUED fOR REVIEW
REVrSIONS
DESIGNED BY: ROW ~'N BY: JIM
OE\'i'8ERRY NO.
50014749
HALF SIZE PRINT
THIS DRAWING IS SCAL£ABU:
AT HALf THE NOTED SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
ABUTTERS PlAN
JOe NO.
50014819
DRAWING NUWB£R RlV
SPMA0092-A01 o
~',..
;~
~
r-x--x--x--x--x--x--x--x--x--x--x---x ~XISTlNG IW(I
1 HOLE x
I I, -,1 I
EXISTINC
II' -6-.20' -0·
EQUIPMENT
SHELTER
EXISTING
11'-6".JO'-0·
V[RIZON WIRELESS
EOUIPMENT SHELTER
PROPOSED@ UNDERGROUND 2
~POWER COl
I
I Lx;
+ -<:' +\
~
x---L
\.
NlTfNNA HQItS.
1. AZIMUTHS StSED ON APPROXI ..... TE TRUE NORTH
2. CONTRACTOR TO VERIFY FINAL. AZJWTtiS PRIOR TO
ANTENNA INSTAl..l.ATlON.
PROI'OSDl WETDla:':I !!T~~NA ORIENTATION KEY 0
\§7
I-
I I
1=--=--n-~-=f J '
I
3'-0·
4
~~<O.~?~~D SITE PLAN 8
.m£S:
1. SOW[ EXlSTINC a: PROPOSED INFORMAllON NOT SHOWN FOR ClARITY.
2. NORTH SHOWN AS AF'PROXl ..... T£.
3. PlANS 8'.SEO ON OBSERVATIONS WADE OUR1NC SITE \IlSIT BY
DEW8£RItr-GOClOKIHO, INC., ON 09-12-0fl.
4. ANTENNAS. TW.S, OIPlDCERS, WOUNTS .. COAX TO BE INSTAU.EO PER TOWER
WANUfACTURtR RECO"uEN~nONS I: TOWER ANAlYSIS PERfORWED BY
MORRISON H£RSHftELD. OA.TED 08-04-08.
~ Dewberry-
O· 5' 10'
x
I x
I
EXISTING esc
'i i'
rn ,,,nNe,, ~RANSF'ORM
LJ8WDIIf1Y.aoodklnd, Inc. SITE NO. SPMA0092 1\1 0 10/OJ/08 ISSUED rOR eOHSTRUCllON RON OHN PP8
@ ~~'" 5 COWWUNICAT1ONS
COl ANTtN* (l/~CTO~~
______ ~L~.2!:...i~!~.-A,!ill!::!N-A~-___ rIIrL
ELEV. '"' 157 -0 A.C.L. ~
TOP OF EXISTING MONOPOLE ___ ~
~EV.--;-149·-O--A..G:'L'" ------V
__ ----D-_ QE...£X1S~ ~NTENN~5__ _ Iio.
(lEV. '"' 147" -0 A.C.L. ~
__ ~_Qf..iX!S~~':ill.!!Nt-S___ Iio.
ELEV. '"' \37' -0 A.C.L -V
-----~.~ 7;c;~\~'!~---0
MOONT@@
PROPOSED STS 3231 ~Ci"1
EQUIP"ENT CA8IN£T ~~
=
otTER
UETER@
~.L.E~~J!,,<?N 0)
o· uY 20"
!IiiiiiEI
HALF SIZE PRINT
n-us DRAWING IS SCAlEABLE
AT HALf THE NOlID SCALE
POCKET COMMUNICATIONS
SAN ANTONIO. TX 78215
PROPOSED SITE PlAN &: ELEVATION
850 SOUTH WESTFIELD STREET pO C .I'e·t
2m SUUMEA ST. 850 SOUTH WESTFIELD STREET COMMUNICATIONS -A 09/29/08 ISSUED FOR REVIEW ROM CHN PPB ~y./ BER REV" ~~ amo AGAWAM. MA 01030 .-• 0 OATE REVISIONS BY CHI( APP'O I rl, P {/ IOEWBERRY NO. JOB NO. DRAWING NUM •
PHONE' e17 e&e:s«ID 815 AVENUE B . ~ 92-A02 0 j I FAX: 817_1!IiI!i.3:!10 SAN ANTONIO. TX 78215 SCt.LE: AS SHOWN IOESIGNED BY: ROM I DRAWN BY: JIY I /(')-~~AIl \50014749 50014819\ SPMAOO I l
l>
;!,
3-. SCH.
PIPE (CAlV.)
r "-ur.L D£I> :>I"I-~". 120
CHANNEl (TYP.-5)(CUT TO L.£NCTH)
L_
PLAN
CABINET
n I l==r:~~"/'·
'-8-UNE B28-SH--G.ALV. 120
rJoUNNn """"'_"i'
2'-3 1/2-
CABINET
BRIDGE fOOTING
--,.--" ELEVATION OUNT (0 Li",
EQUIPMENT M rf'ROI'OSED PPC \:§7 SCALE: N.T.S.
SECTION
~:£
". ........... """"'
OVER £QUIPWENT.
12'-0·', EXISTlNC GRADE
'-WARNlHG TAPE
f TRENCH
~
COMPACT flU.
(9OX) OR AS PER llT11..IN
CONPANY REOUIREWENTS
,.
... -.. SCH 40 TELCO CONt>UIT-/'
(W/2OOIb MINIMUM PUU WRE)
IIlIISo
,-. P'vt:
1. IF fREE Of ORGANIC 011 OTHER 0£l£TERK)US WAJtRW.. EXCAVATED
IMTERW" WAY BE USED FOR BACKFILL
2. If NOT, PRCMO[ ct.!AN, COWPACTJBL£ t.lATERw... COt.IPACT IN 8-UFTS.
REwOVE ANY lARGE ROCKS ~IOR TO EW:Kfl.UNG. CONTRACTOR TO VERIFY
LOCATION Of ()(lSl'lHG II/e; UTJUnES PfnOR TO DIGGING.
3. IF' CURRENT AS-8UIlT DRAWINGS ARE NOT AVN\.JrBlE CONTIUrCTaR stW..l..
HAND OK; UIC TRD«::HNG.
4. CONCRETE ENCASE COfrIlUfT WHEN TREHCHlNG UNDER SITE ACCESS ROAD.
JOINT SERVICE TRENCH BU.RIED CONDUIT
POST CAP (TYP.,
~~.~~ICrrELEPHONE) 0
Rf'S CHAIN WOUNT
PIN 916IMJ/916944
(OR APPRCMD ECIUfoL)
,. ""'"""
~I PROPOSED S'.10'
!£AS' AA£A ~r: II I I
I I - -__ ..J (SO SO. n.)
BTS 32JI~
'-~ .. @ ECOIPVENT CABINtT ~
x----x ____ x ____ x----X~X ____ X----X ____ X~
-= r
~ Dewberry-
~klnd.lnc.
280 SIJtAIER ST.
10TH A.CXlR
BOSTON, ..... CI2210
PHONE: 817.1IQ5.3CO
FAX: 817.1IIIa3310
1. PROPOSED EOUIPwtNT CABINt1 SHALL BE AHCHORED AND
1NSTAl..1..£D PER MANUFAClURER"S SPECtf'lCATlONS.
~~U,Ir,.~~t:lT PLAN 8
o' " T .' -
850 SOUTH WESTFIELD STREET
SITE NO. SPMA0092
850 SOUTH WESmELD STREET
AGAWAJ.A, MA 01030
EXISTINC IoIONOPOLE
-=
1. INSTAll. WOUHT '" ANTEHNA PER STRIJCTURAL ANAl. YSIS
oil MANUFACTURER'S RECCIWItENDIoTlONS.
RFS TRI-SECTOR CHAIN MOUNT KIT
~?<R":~REE WIRELESS ANTENNAS 0
'i i' P2~N~~Nl
815 AVENUE'S'
SAN ANTONIO. TX 78215
01'0/03/08
A 09/29/08
DAn:
,SCAlE: AS SHOWN
U
COHC f1lO11HG.-1
ISSUED fOR CONSTRUCTION IRO"!GHNI ppa
ISSUED FOR REVIEW ROW CHN ppa
REVISIONS I B'I' I CHI( lAPP"o
DESX>NED BY: ROW I ORAWN BY: JIW
CPS 'NTD""
(PIN NTGSOIW.)
3' ALUWlNUW MAST. ," 0.0.
SITE PRO fOUR POST
BRIDGE SUPPORT
BRACKET (PIN FP24)
3". SCH. 40
PIPE (GAlv.)
(3' "'N. EWBEDUOO
INTO CONCRETE)
1/2". COAX CABLE
TO GROUND ROO
'2 AwG BTCW
GROONO ...
ATTACHEO TO
WOUNTlNG POST.
,t ,2 AWC BlCW
~!S"~,NTENNA 0
eN' {l'I'P.)
0'-1 1/4"
0'-1 1/4"
1/2". HOLE (lYP.-4)
fOR 3/S". HLTI HIT RE
500 EPOXY INJECTION ANC~
wmt W .3 3/B" "IN. ENSED.
r'~
PROPOSED UNIVERSAL
VERTICAL TRAPEZE KIT
SITE PRO PiN
VT12 (OR APPROVED
ECUll) il PAOPOSED:\il .... PlAI'[
CONCRETE ._
t 'j C.~ ,. '/'
BASE PLATE OPTION ~. '-~ -:---=--'--,--'. -;~~
IIlIISo
1. ICE BRIOC£ SHALL BE SITE PRO GRIP STRUT BRIDG[ OWIIND. (P/N: CRS24) OR
N'PROYED EO<"'-
2.. CABLE SUPf'OAT SHALl. BE SITE PRO IJNIYERSAl. \IER1lCAl. TRAPEZt KIT (PIN: VT12) OR
N'PR<Ml) """'-(6) ,. VERTlCAL BARS
(EOUALl Y SPACED) 3. AU.. COWPONom:; SHAl..l. BE INSTALLED ACCOROINC TO WrHUFACTURER"S SPECIf1CATlONS.
'3 TIES, TYP.
(SPACED 08" o.C.)
4. CON1'RACTOR StW..l. OETERMIN[ REQUIRED 0UANlTTY Of' AU.. ICE BRIDGE CO .. PONENr.i.
,. SNAP-IN HAHGERS, SpUC£ KITS, HlNG( KITS, EXttNSION KITS, STFFtHERS. AND OTHER
WISCEl.J.ANEOUS HNmWAR[ SHALl. BE PRCMDED BY TH( c:oN1'RACTOR AS REQUIRED.
G. ICE BRIDGE StW..L BE ROUTED TO '"CCOMY()OolTE THE W\HlMUW B[NOINC RAOR.IS Of THE
""""'" CNU.
1. ICE BRIOG[ COMPONENTS SHOWN ARE sct1EMAnc. CClHSULT MANUfACTURER F'OR EXACT
,tH() CURRtNT SPEClnCATlONS.
~~.~ ~.~IDGE DETAIL 0
HALF SIZE PRINT
THIS DRAWING IS SCAL.EABLE
A1 HAlF THE NOTED 5CAI.£
POCKET COMMUNICATIONS
SAN ANTONIO. 1'.< 78215
CONSTRUCTlON OETAILS
OtwBERR'l' NO. JOB NO. DRAWING NUMBER REVJ
50014749 50014819 SPhAA0092-COl 01
~""WPERS ,PROf'OSED 3OA. '., -._._. DISCONNECT ,--EXISTING ... OER RACK
USED) PROPOSm POCKET
CO ..... UN!CATlONS UTUTY
METER (COORDINATE WJTH
UTlUTY COMPANY)
BACK OF EQUIPMENT MOUNT FRONT OF EQUIPMENT MOUNT
," FlEXIBlE
CONDUT
-=
REWOVE COYER TO
ACCESS GROUNO -
fROU SIT[
SAF£TY '""
200-24OYAC
~~
"
"'['-Tl/E' OORANCE CA8L£
CUSTO"'" ........
,. W£1Y CROUMO SHOLUI BE THE SHORTEST DISTANCE WHILE WAlNTAINING ROUTING REQU1R[WENTS.
2. m>ICAL CONDUIT ROUTINe SHOWN. INSTAlL CONDUIT PER SIT[ REOUIREWENTS.
3. RIDGED CONDUT WAY BE USED IF RECUIRED.
BTS 3231 TYPICAL CELL SITE CABLING DETAIL
SCAl..E.: N.T.S.
GENERAL ELECTRICAL NOTES
3,'0. ,,'OG IN I"
II \' '-'-'-~t
.. AlL ELECTRICAl WORk StW..L BE CONE IN ACCORtWCE wmt AU. G<NERNlNG STAlL cotMT'1 AND LOCAL CODES. O.S.HA. N£C ~ NF"PA '70. POCKET COfIIWNlCATI:)NS, N«J
THE SPECIflCATIOHS DETAI..lD IN THESE PI..ANS.
2. SUBMITTAL OF BlD lOCATES CONTRACTOR IS COGNIZANT OF AU. JOe SIT[ CONDmONS AND WORI( TO BE P£Rf"ORW[() UNOER THIS ~.
J. CONTRACTOR StW..L PERfORIII AU. YERll'lCATION. oestRVATION. TESTS. AND ElCAMI~llON WORk PRIOR TO THE ORO£RING OF THE aECTRICAI. EOUIP'IoI£HT AND THE ACtUAL.
CONSTRUCllON. CX»lTRACTOR StW..L ISSUE A WRITTOI NOTICE OF AU. FlNOINCS TO THE PROJECT WANAGEfI USTlNG AU. WAU'UNCllONS. rAUlTY EOUIPUEHT. ANa DISCREPANCIES.
4. THESE PLANS ARE DIoIICRAAIWAnc ONLY, FtUOW AS a.DSEL.Y AS POSSIBLE. CONTRACTOR SHALl. ENSURE THAT ACCESS TO EOI.lIPWENT IS t.IAIHTAINEO IN ACCORONfCE WITH
,wUJf"ACfURER SPEClACATlONS AND AU. APf't..ICAEIt.. CODES.
~ CONTRACTOR SI-W.l PROW)[ AU. LABOR. WATERIALS. INSURANCE. EQUIPt.fEHT. INSTAllATION. ~ TOOlS. 'TRANSPORTATION, ETC •• rcR A COWPlETE ANa PROPERLY
OPERATM; SYSTtW. ENERGIZED THROUCHOl1J ANO AS INOICATEO ON DRAWINGS, AS SPECfflEO HtREIN ANtI/OR AS OTHERWISE REOUIREO.
6. AlL WATER\AlS ..... 0 EOUIPW£NT SHALL BE NEW ANtI IN PERf"[CT CONOITlON WHEN INSTAI..l£D AND SHALL BE OF THE BEST GRADE ANO or THE SAW[ 1rIANUF".ACTURER
THROUGHOUT fOR EACH ClASS OR GROUP Of EQUIPMENT. WAlIRIAI.S SHAll. BE lISTED AN() APPRO'iEO ElY UMOERWRfTER"S L.A9ORATORY ..... 0 SHALL BEAR THE tNSPECTION U8EL
"UI." WHERE SUBJECT TO SUCH APPRf:N1L MATERIALS SHALl. W(£T WITH ~Al Of" AU APP\..JCA8L.E STAHDNmS ESTABLISHED iIY ANSI. NOM, I£EE. AND· Nf"PA ~
BOOIES HAVING .AJRISOIC1l()H. ..... TERIALS SHALl. BE IW4IfACllJRED IN ACCORtwICE WITH APPUCABLE STNfIWmS [SfABl..JSl£D BY ANSI. NOlA. API) NBfU.
7. COWPt.ETE JOe StW.l. BE CUARANJ[[l) FOR A PERIOD OF ONE (I) YEAR AfTER THE MTE OF JOe ACCEPTANCE BY OWNER. AH'f WORK. WATtRIAL Oft EOUIPWENT F"OUNO TO BE
FAULTY DURINC TKo\T PERIOD SHALL BE CORR£CTED AT ()HC[, uPON WRITTEN NOTIFICATION. AT THE EXPENSE OF T)£ COHfRACTOR.
a. AU.."CQr(Om ONI..-" {C.O.} INSTALLATIONS SHALl. HAVE A 3/~ PI.U WIRE OR ROPE.
,. COtIl"RACTOA StW..L PRCMDE POCKrT ~T1ONS WrHAGER wmt ONE SCT OF COW'lETE D..ECTRCN.. "AS 1NST,Irll.£D" DRAWINGS AT TH[ COWP\.£T1OH Of" TH£ JOB. SHOWING
IIICTlW. CIW£NSIONS. ROUTINCS. AND CIRCufTS.
10. AU. BROCI1t.IRI:3. Of'ERATlHG t.WfJAI..S, CATAL.OCS. SHeW" ORAIWINGS. Ett:. SHALl. BE TURNED <M:R TO OWNER AT ..lOB COWPlETION.
". POWER WIRE ANtI ~ COHOUCTORS StW..L BE COPPER "2 AWG WIN ...... UH\LSS SPECIf1CAL.LY NOTED OTHERWIS( ON DRAWINGS. CONDUCTORS ,'0 AWG AHO SWU£R StW..L. BE SOLe.
'2. AU. CONDUCTORS LARGER THAN ,'0 AWC SHALL BE STRAHOED COPPER wmt THWN &OOY INSULATION, UNLESS NOTED OTHERWISE.
13. AU. WATINC SURf"ACES or CROUND CONHECTIONS StW..L BE ClEANED SWOOTH AND ~TED wmt AHTIOXIOAfrfT PRIOR m ATTACHY£NT_
'4. AU. CROIJHI? CONNECTlCNS BEl..OW c:RAOE WUST BE EXClTHERWlCALLy WELDED (CAD wao OR APPRO'iEO Eot.IAL,)
'5. AU. OOERIDR GRCIUNOINC COfClUCTORS StW..L. BE ,2 AWC SOlI) TIHNEO BARE COPPER WIRE UNI.!3S r«mD OTHERWISE.
11. AU. CIRCUIT BREAICERS.. F1JSES AND £I..ECTRICAL. EQUIPWENT SHALL HAVE 11M M"ERR\IPTING RAn.G NOT lESS THE MUDr.IIJW SHORT aRCUIT ct.RRENT TO WHICH Tli["Y WAY BE
SU8.IEC1tO, AND A WINIMUIII OF 10.000 .... lC. COORDIHATE SHOAT CflCl.n RtQI.IIROIENTS WITH LOCAL un..rrr COUPMn",
'7. IN ORII..L.H: IO..lS INTO CONCR£TE WH£TH[R fOR fASTEJOrG OR ~ PURPOSES. OR PEHETRATIlHS ntKlUCH THE FLOOR FOR CONDUT RIMS, W PIPE RUNS. Ett: .• IT
YIJST BE Cl..ENtLY UNOERSTOOO THAT TDCDONS AND/OR RDNf"CIRCIoIC STm. WI.!. NOT BE 0RI.1.ED INTO. CUT OR ~ UHOER IH'( ~WSTAHCD.
18. lOCAnoH OF TENDONS NlfJ/OR R£N"OftCINC STm. ARE NOJ DEFNlUY KJrOIWN AND. TH£REFORE.. WlIST BE stARCHED fOR BY APPROf'fM,TE WEnClOS AND EQI.IPYtNT \M
)(-RAY OR OtHER [l('VICES TMA-T CNrII ACCUlATELY LOCATE THE R£INf"ORCING MO/OR STm. TENDONS.
19. AU. .... TERIALS SHALL BE U.L USTED.
II
II
@IOIO
IIII
II
II 1 ,·, SOH""""
COMOUIT w/ 3/e"
NYUlfI PUU. ROPE
===~:===---
III J I~
)11
- ---::I.I-r"'-11 -------~"'-'I
II
~ ~ -~ ---==H===--'----------" ~LE"",ICAL RISER DIAGRAM ~ = = ~: ..... • .--
20. CONDUIT:
o. RIGID COtCIUIT SHAI.1. BE U.L I.ABEl.. CALVNllZED ZINC COATEO WITH ZINC INTIRIOA NrI) SHALl. BE USED WHEN
INSTAULO N OR UNDER CONCRETE SUBS. IN COHTACT wmt TliE EARTH. UNDER PU8UC ~ATS. IN WASONRY
WAU.S OR 00'0SfD ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH ENmi SHALl. BE 1/2 LAPPED
RAPPED wrTH HUNTS WRAP PROCESS NO.3. -
b. EL£CTRICAl WETAlUC TlJBlNG SHALL HAVE U.L LABfl.. F1nIHGS SHALL BE Gl.AHO RING COWPftESSI)N TYPE. DIT
SHALL BE IJS[]) eta.y roR INT£RIOR RUNS.
c. F"LEX18LE IIlETAWC CONOU1T SHAU. HAVE U.L USTm LABEL. lIMO WAY BE USED WI1ER[ P£RWITTEO 8'1' coot.
fTJT1NGS SHAll. BE "IN(£" OR "SoUEE:ZE" TYPE. SEAL TIGHT FUXIBl£ CONDUIT. AU. CONOl.KT SHALl. HAVE FVU..
SIZE GROUND WIRE. .
21. AU. ELECTRDl. [OUIPW£NT SHALL BE L.A8EL£D WITH PERr.u.NENT ENGRA'o£I) PlAST1C I..A8ElS.
22. COHTRACTOR SIW...l. COORDINATE THE ELECTRICAL SERVICE WITH POCKET COWMUNlCATlONS ANO LOCAl. UTlUTY.
23. THE ENTR El.£t1RICAI.. INSTAl.l.ATlON SHALL BE GROUNDED AS REOUIRED BY NEe AND H.L ..wt.JCABL[ CODES.
24. GROUHOING $'f'SI[W RESlSTANC( SHALL NOT DCOD 5 CHIllS. IF THE RESISTANCE vAWE IS Da:mID. NOTIFY THE
OWMER FOR f\.IRTHER INSTRUCTION 0f0I WETHOOS FOR REOUONG THE RESISTANCE VAlUE. CONTRACTOR SKAU. SUBMIT
TO THE I'RO£CT WN6AGI:R AU. TEST REPOInS ~ ONE cowPlET£ SET OF PRINTS SHOWING "INSTALLED WORI(".
25. UPON COIIPI.LTION Of WORK, CONDUCT COfrfT1NATY. AND fALL or POTENTIAL. GROUNDINC TESTS fOR APPROYAl.
SI.J8U1T ttST RD'OA'J5 TO PROJECT WAMIrG£R. Cl£AN PRDIISES or AU. OEBRIS RESut:nNG FlIOW WOfa( AND L£t,VE
WORK 1M A et:U'\£TE AND ~ CONDITION.
21. AU. EXPOSED CiROIJNl) WIRES ROIJT£D AI.OfrG THE SIDE or ECIUPWDiT SHElTERS OR ROUT!D CM:R CONCRETE
FOUNOATlOHS ~ 01l£R EXlSTING STRUCTURES SHAlL BE INSTAU..£D IN PROPERlY AHCHOR£D 3/4"' (YIN.) ~
CONDUIT.
v. COHTRACTOfI: 9W...L NOT 0tSTVRB EXISTlNC CROUNQING SYSTDI. Nf1 IWoIAG[ SHAU. BE REPAIRED IMWEtMTn.Y AT NO
""""""" COSI.
21. AU. INTERIOR CA8L.ES AND WIRING SKAU. BE NEAn.y ROUTED IN ClYERHEAD I.ADOER RAe)( AND rASTtNED TO lADOER "",.
29. AU. CROl.lNCaIC CONDUCTORS SHALL BE ROtJtED [)(JWNWAROS F"ROW POINT or ORIGIN TO ~TION POINT (GROOND
BAR. GII'C)UN) RN:. ETC.
30. ~ COJI)UCTORS SHAU. NOT R£'V£RS[ ~EXCEPT HAlO .., BURIED GROUNQ RINCS). DTH£R
EXC(PTOIS N[ID TO BE APPRO.IEO ElY POOt£T T10NS COHSTRUCTION ~ F'UIR TO INSTAU..ATION,
31. GR'CII..INOICO COtIlUCTORS SHAU.. Klt.VE A WINDroaAI S(HOING RADlJS OF 8",
.12. AU. CQtO€C1I)NS TO CROUNO PLATES SI-W.l BE CAD wnDED TO THE CEHTER Of" THE PlAlL AU. 0ETAIlS SHC:I\fI'IJG
CONN£CTDG TO CROIJtoI) RODS ARE AlSO VAl..O FOR Sbal.AR CONNEC'OONS TO GROUND PlATES.
~ Dewberry-
850 SOUTH WESTFIELD STREET
SITE NO, SPMA0092
'i i' P2~N~~Nl Dewberry-Goodldnd, Inc.
2$) SlJI.lMCR ST.
U""A.OOR
BOSTON ...... Cl2210
f'HONE:117.011:5.3CO
FAX: tl1UlilS.3310
850 SOUTH WESTFIELD STREET
AGAW~, MA 01030
815 AVENUE 'B'
SAN ANTONIO, T)( 76215
0110/03/08
A 109/29/08
",1£
ISCAL£: AS SHOWN
ISSUED fOR CONSTRUCTION RONIGHNI PPB
ISSUED fOR REVIEW RON I CHN I PPB
REVISIONS BY I CHI< IAPP"O
DESIGNED BY: ROM DRAWN BY: JIM
WIDE ICE BRIDGE
EQUIPMENT
WIDE tCE BRIDGE
OVER EQUtPtoIENT
1" FU:XlBlE,
COI<ourr
LONG
GROUNO ROD
g,,, 323'
---EOUIPME
c.os~ET
ELECTRICAL AND TELEPHONE GENERAL NOTES:
I.
2.
3.
..
•.
fOLLOWING COtoIPLETlON Of" WORK. PfKJIIIOE OWNER WITH AS-SUn..T
ORAWINGS SHOWING TaEPHONE AND ELECTRIC LOCATIONS.
WORK SHALL CONfORt.! TO TIft NATIONAl. ELECTRICAl COO£, NEC 2DO:1.
COORDI~TE WITH UTILITY ANO LOCAl. ELECTRICAL INSPECTOR roR FINAL POWER
COJoINECOON.
UTILITY WILL SUPPlY NET£R. COClfWtNATE WITH UTIJTY fOR I.tETER TYPE AND
0NlERC0NN£Cn()H.
ALL EXISTNC UNDERGROUND Ut£S ON SITE TO BE lOCATED PRIOR TO
C~. CALL '-888-OIG-wt: PRIOR TO CONSTRUCTION.
8. SEAl. AU. SERVICE ENTRANCES INTO SHtLTER F"OI..l.OWING INSTAl.l.ATlON.
7. SEE PAGE E02 fOR GENERAl. GROUNDING NOTES.
8. COORDIHATE WITH lOCAL TElEPHONE COWPAH'f FOR AU. ROUTING AND DESIGN.
HALF SIZE PRINT
THIS DRAWING IS SCAL£ABLE
AT HAlF THE NOTED SCALE
POCKET COMMUNICATIONS
SAN ANTONIO, TX 78215
ELECTRICAL RISER DIAGRAM & BTS 3231 DETAIL
otWBERRY NO. JOB NO. DRA'NING NUWfI[R .('1
/0' ·0 50014749 50014819 SPMA0092-E01 o
~/,..
.... '" ~
@ PROPOSED COPPER-ew> STm.
[OJ GROUND • ROD. 5/8". MIN. AND
10 LONG, WIN. (TYP.-2)
~ Dewberry-
DewIleny-Goodklnd. Inc.
2110 SUMMER ST.
10TH FlOOR
BOSTON, YA OZZID
PHONE;$17.eD5...)1OO
FAX: $11JII'!l3S10
TCs<J:'R~)
_ 11 I
----~ ~--" .~Jl
/-
I
-' I ./ I
I
~BOND TO EXISTING
D
_'_'_\ . &~)D RING -1 ---'----t:---x ---x ---x---x
TO EXISllNG PROVIDE '2 AWG GROUND ---x --x
GROUND RING l.£J.D F"OR PROPOS[O {V.lf.) ~""'''rH. ... UT ,..~'u.,.,. T"
GROUHD BAR
~c::_H~_~ATIC GROUNDING PLAN (2)
850 SOUTH WESTFIELD STREET
SITE NO. SPMA0092
850 SOUTH WESTFIELD STREET
AGAWAM, MA 01030
c; l' P!~N~~Nl
815 AVENUE'S'
SAN ANTONIO. TX 78215
GROUNDING LEGEND
e-l
--
® -
'NO P£R
N.E-C. STANONroS
o 110/OJ/08
A 109/29/08
OATE
GROUND BAR
GROUND COPPER WIRE. SIZE IS NOTED
WECHNOCAL GROUND CONNECTION
5/8"X10' COPPER ClAD STEEL GROUND ROD
EXOTHERMIC (CADW£U.) CONN£cTION
EXISTING GROUND RING (V.I.F.)
ISSUED fOR CONSTRUCTlON I ROW I GHN 1 PPB
ISSUED fOR RrntW I ROW' GHN I PPS
REVISIONS I BY I CHK !APP'O
• '" SHOWN DESKON£O BY: ROW I DRAWN BY: JIM
GROUNDING GENERAL NOTES
1. ALL DOWN CON[)t)ClORS AND GROUNO THE RING CONDUCTOR SHALL BE #2 Awe,
SOUO, BARE. TINN£O COPPER. UNlESS OTHERWISE NOTED. AU. CONNECTIONS TO
GROUND RING SI-W.L BE EXOTHERMICALlY WE1..DEO. CONDUCTOR SHALL BE AT A
t.llNIWUW DEPTH BEl.OW GRADE OF 1 B INCHES OR TO LEOCE. M.NIMUM BEND RADIUS
SHALL BE B INCHES. CONOUC'TOft SHAll. BE AT l.EAST 204 INCHES fRO .. Nl'f
fOUNo-.TION. UNLESS OTHERWISE NOTED.
2. GROUND RODS SHAl..1. BE 5/B· DIAJoIETER COPPER CLAD, HARGER, T&8, ERICO, OR
EOUNALENT. TOP OF" ROO SHAlL BE A IoIINIIoIUIoI OF" 18· BElOW GRADE. IF L£DGE IS
ENCOUNTER£[). INSTALL GROUNO ROO AT ~ ANGl£. ELECTRICAL IoIETER GROUND ROO
EXCEPTED.
3. WHERE WECHANICAl CONNECTIONS ARE SPECIFlED, BOLTED, COWPRESSlON-TYPE,
ClNIIPS OR SPUT-BOlT TYPE CONNECTORS SHAlL BE USED.
4. GRIND orr GALVANIZING IN AfFECTED Nf£A DCQTHERWICAlLY WELD '2 CONDUCTOR
AT 6" A8(M: GRADE OR F"OUNDA.T1ON, WHICHtVER IS HIGHER. COlD-GALV An£R.
EXOTHERUICAU.Y wac OTHER END TO GROUND RING.
!I. INSTALl GROUNDING KITS AT ANTENNA CENTERlINE, ~D TOWER EXIT POIms.
GROUND COAX uNES. EXOTHERtotICALLY WELD '2 DOWN CONDUCTOR TO PlATES. RUN
DOWN TOWER, AND TIE INTO GROUNDING S'l'STEIoI.
e. All. GROUNDING WORK SHAl..1. COIroIPlY WITH POCKET COIolIolUNICATlONS CONSTRUCTION
CONTRACT STANOAAOS. F"OLLOWING COUPLET\ON OF WORK. CROUND SYSTEU UlIST B£
TESf[[) AND SHALl HAVE A RESlSTANC£ Of 5 DHIrIS OR lESS suewIT AN
INDEPENDENT "'FAU. POTDmAL" TESTING REPORT.
7. All. GROUNDING CONDUCTORS ON EXTERIOR WAll. Of SHELTER SHALL BE INSTAU£D
IN 3/"" 5tH 40 NC CONDUIT TO 12" BELOW GRADE.. ATTACH p.,: WITH GALVANIZED
"C" cu.wPS.
e. CONTRACTOR 5tWl. HANO-04G IN AREAS AROUND EXISTING unutttS.
9. NOTIFY CONSTRUCTION ENGINEER If THtRE ARE NfY DIfFlCULTlES INSTALLINC
GROUNDINC S'I'STEM DUE TO SITE SOIL CONDmOHS.
10. GROUNDING RING IS SHOWN AS SCHEIoIAnc ONLY. IT IS DESIGNED WITHOUT BENEFlT
Of RESISTMTY TESTING AHD DOES NOT N[C[SSARILY REPRESENT A GROUNDING
S"i"STEt.I TO 1oI[[T N('f SPECIFIC GROUND RESISTANCf.
11. PRIOR TO POURING CONCRET£. AU. REBAR LOCATED NEM THE BOTTOM OF THE
fOUNDATION SHAl..1. BE BONDED TOGETHER TO fORIoI A SINGlf GROUNDING
ELECTRODE, BY STEEL TIES OF OTHER EfFECTIVE ~ APPROYEO BY NEC 2005
AND STRUCTURAL ENGINEER. AND BONDED TO THE GROUND RING AS DETAILED IN
THESE PLANS. (INSPECTION NAY BE REQUIRED PRIOR TO POURING CONCRETE ~o
WST BE COORDINATED BY CONTRACTOR.)
12. IN ACCORDANCE WITH NEC 2005 REOUIREWENTS, ALL CROUNOING EL£CTRODES
PRESENT ON sm: SHALl. BE BONDED TOGETHER (REFERENCE 2005 NEC ARTICl£
250.50).
HALF SIZE PRINT
THIS DRAWING IS SCAL.£ABL£
AT tw.F THE NOTED 5CAl[
POCKET COMMUNICATIONS
SAN ANTONIO. TX 78215
SCHEMATIC GROUNDING PlAN
0EWBERR't' NO. J08 NO. DRAWING NUIoIBER REV
50014749 50014819 SPMAOO92-E02 o
• ON
i9~
c.~t;
,111::2
NO,
!I/S-"'0'-O· LONG
(NIN) COPPER
ClAD GROUNO ROD
(4)
(l)
"'"" I. FROST UNE TO BE VERlnm.
~R_O~ND ROD 8
o • o
(1)
""""" 1 • INSUlATED BME TINNED COPPER GROUND BM KIT
WITH WALl. BRACKETS. 1/ .. ·.2·.,0·. ANDREWS
CROUND BAR BUSS KIT OR APPftOVED EQUAl.
2. (2) INSULATORS (INCLUDED)
J. (2) 1/2· lOCKWASHERS (INCWOED)
... (2) WALL WOUNTING BRACKET (INCUJDED)
5. (2) 1/2-1J X ,. H.H.C.5. (INCUJOED)
6. (2) 1/2-13 X 7/B· H.H.C.S. (INClUDED)
(0)
w· _ ,,~' _~ [ __ , __
NtJT If WASHERS (TYP.)
l :; / ~ r (3" OGu~ttD GREEN
() SlRANDED TAP (C.U.)
E """"""'
~<>,N~~CTION TO EQUIPMENT DETAIL 0
ANTENNA
OUTUNE
""""'-
tmt.tlIlJi
COAXIAL
JUWPER
'2 AWG BCW To CIGfI( (TYP.)
GROUND LUG TO
TOWER
ANTENNA MOUNT
~~.O_~~DING DETAIL 8
;rrf'E GAR-TC
C1.ANP -OR
CADWELD TO MAST
WONOPOlE ANT[NNA GROUND BAA TO_NNA~~"~ " SEE NOTt 1.
STAHIWW GROUND KIT (TYP . LUG ~~!l~T~D BAR PLATE (TYP.) fs)
~ Dewberry-
~kind,lnc.
2fIO SUMUER ST.
10TH A.DOR
BOSTON. MA 02210
PHONE: 1t17.m5.3400
FAX: 1117.515.3310
,\ GROUND lUG
SIZE e AWe STRANDED Cu ~. ~NA GROUND BAA
WIRE WITH GREEN. 600II. 8OTTOt.I or WONOPOL[
THWN INSULATION (TYP). SEE NOTE 1.
COAX CABlE (TYP fOR AU..)--..Ji OTHERWIC wnD
:1 saE 2 AWG Cu
TO lRANSWI5SION EOUPUENT VIA---" SOLID ~ TINNED
TRAY OR ICEBRIDGE COPPER WIRE
"'""
LE rou~TION
~ IZE2"WG~~ ~TlHNED DOTH BASE PLATE
TO IOONDPOLE
'RIVEN ROD
1. NUWElER Of GROUND BAAS YAY vmr DEPENDING ON THE TYPE or
WONOPOt.E, ANTENNA LOCATION AND COMNECTlOH ORI£NTATION.
PF«MDE AS REQUIRED.
~~~~POLE GROUNDING 0
850 SOUTH WESTFIELD STREET
SITE NO. SPMA0092 P2~N~gNt 850 SOUTH WESTFIELD STREET
AGAWMA, MA 01030
815 AVENUE'S'
SAN ANTONIO. TX 78215
• STAR WASHER (TYP.)
STEEL ~=;::::::t:]
FlAT WASHER (TYP,)
~1/2·.' 1/2" HEX BOLT
/ NUT (TYP.)
I"L-l--I---roo HOU: COPffR .
GROUNDING -.....1 '" -I I COt.If'R[SSION TERMlPW.
GROUND BAR c.Bl£
ELEVATION A
GROUND BAA
,."...
EXPOSED BARE COPf'ER TO BE
GROUNOING CA8l...E -l KEPT TO ABSOLUTE M1N!MU .. , NO
INSUtATlON AU.OWED WITHIN THE
COIIIPRESS/ON TtRMIJIW.. (TYP.)
SECT'ON 'A-A'
1. ~NG UP OR STACKING Of CONNECTIONS IS NOT PER\lrTTED
2. OXIDE INH1BmNG COMPOUND TO BE USED AT ALL LOCAnoNS.
TYPICAL GROUND BAR
~.~C:~~NICAL CONNECTION DETAIL 0
SAF'ET'I' METtR SOCKET/MAIN
DISCONNECT AT W£TER RACk
(BY CONTRACTOR) NlO IPGTAU. LONG
SHANK LOCI( ON AAW TO PREVENT
OF TAMPERING.
~ ",----CONNECT TO GROUND RING
"'-COPPERCL..-D STEEl. GROUND
. -• 10'-0-lONG
~
," ~ n12.TO 24· ~.E!~!". SOCKET GROUNDING 8
ANTENNA CABLE "'I
WEATHERPROOFING K" -htT _. &
(SEE NOTE 3)
CABI..E GROUND KrT ------'
16 AWC STRANDED COPPER
GROUND WIRE (GROUNDED TO------J
GROUND BAR) (SEE NOTE 1 a: 2)
~
1. 00 NOT INSTALL CABLf GROUND KIT AT II BEND AND
I>L,WAYS DIRECT GROUND WIRE DOWN TO GROUND BAA.
2. GROUNDING KIT SHALL BE ANDREW SUREGROUNO TYPE KIT
WITH TWO-HOL( LUG.
3. wrATHER PROOfING SHAlL BE ANDREW TWO-PART TAPE
SUPPUEO WITH KrT. COlO SHRINK SHAU. NOT BE USED.
CONNECTION OF CABLE GROUND
~~~~?< ANTENNA CABLE DETAIL 0
TO ~NAS
~
COAX JUWPER llYP_)-------
CONNECTOR
WEATHERPROOflNG
KIT (lYP.)
ANTtNNA
TO BTS EOUIPWENT
.,-ANDREW SURtGROUND
TYPE KIT (lYP.)
AWG
~~=::.e~·
TOP Of TOWER
CONNECTION OF GROUND WIRE
"!.?. ~~.OUNDING BAR DETAIL 0
HALF SIZE PRINT
THIS DRAWING IS SCAlL'&£
AT HALF THE NOTED SCALE
POCKET COMMUNICAllONS
SAN ANTONIO, TX 78215
GROUNDING DETAILS