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8685_SITE PLAN - 695 COOPER ST..pdf'Z~ ~5- 0\t.( Plan- GQS (ctJpQr 0+. • • 'Town of Agawam 36 Main Street Agawam, Massachusetts-01001-1837 May 3, 2013 Patrice Tyrie Bums &. McDonnell 108 Leigus Road Building A, Suite 1100 Wallingford, CT 06492 Dear Ms. Tyrie: Tel. 413-786-0400 Fax 413.-786-9927 At its duly called meeting held on May 2,2013, the Agawam Planning Board voted to approve the revised landscaping plan (attached) for the ceIl tower located on Cooper Street. If you have any questions, please contact this office at 413 786-0400, extension 8738. Sincerely, /.A ~ r;::: 0-L"..,< . ')SD Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPWIDSD:prk . Cc: Building Inspector Eng. Dept. Town Clerk . File (.,.) o r • ~mela Kerr From: Deborah Dachos Sent: Tuesday, April 23, 2013 3:00 PM To: Pamela Kerr Subject: FW: Cooper Street cell tower Pam, Can you put this on the Planning Board agenda? Thanks. Deborah S. Dachos, Director Agawam Office of Planning and Community Development 36 Main Street Agawam, MA 01001 (413) 786~400, ext. 8738 planning@agawam.ma.us From: Tyrie, Patrice [mailto:ptyrie@burnsmcd.com] Sent: Tuesday, April 23, 2013 11:29 AM To: Deborah Dachos Subject: RE: Cooper street cell tower Hi Debbie, Just checking In on this -any word from the Boards? Thanks for your help - Patty Patrice Tyrie Community Relations Stakeholder Management Solutions Burns & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 Mobile: 860-218-7523 Fax: 203-741-1054 ptyrie@bumsmcd.com www.burnsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For From: Tyrie, Patrice Sent: Monday, April 15, 2013 2:16 PM To: ddachos@agawam.ma.us Subject: RE: Cooper Street cell tower Hi Debbie- e l I was able to get approval from folks to change the height of the trees to be a taller version of the same species. Please let me know if the Town is OK with this change at your earliest convenience. Provided below is the extracted part of the plan that shows the trees we would be adjusting to be 7-8' at 4/24/2013 Page 1 of3 • • Page 2 of3 installation rather than 5-6' as depicted in the plan. That first row of trees directly in front of the equipment (approx. 15 trees) would be the larger variety; the remainder of the trees would remain the smaller 5-6' at installation. I also attached the entire plan that was previously review & approved by the Town for your reference. Thanks in advance for your help with this! Regards, Patty Patrice Tyrle Community Relations Stakeholder Management Solutions Burns & McDonnell 108 Leig us Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 4/24/2013 Mobile: 860-218-7523 Fax: 203-741-1054 ptyrie@bumsmcd.com www.bumsmcd.com • Proud to be one of FORTUNE's 100 Best Companies to Work For From: Tyrie, Patrice Sent: Friday, April 12, 2013 3: 13 PM To: ddachos@agawam,ma,u5 Subject: Cooper Street cell tower Good Afternoon Debbie, • Page 3 of3 I wanted to touch base with you on this issue we discussed on the phone a week or so ago regarding the change to the plantings associated with the cell tower relocation on Cooper Street. lowe you a description of the scope change with a map showing the area, and I am waiting for WMECO to sign off on the change for the taller trees. The folks I need to approve it are on vacation this week, so I hope to get with them early next week to push this one along. I will be in touch as soon as it is all approved on our end. Thanks in advance for your help getting that through the planning & zoning folks! Have a nice weekend- Patty Patrice Tyrie Community Relations Stakeholder Management Solutions Burns & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 Mobile: 860-218-7523 Fax: 203-741-1054 ptyrje@burnsmcd.com www.burnsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For 4/24/2013 • Pamela Kerr From: Deborah Dachos Sent: Tuesday, April 23, 20133:00 PM To: Pamela Kerr Subject: FW: Cooper Street cell tower Pam, Can you put this on the Planning Board agenda? Thanks. Deborah S. Dachos, Director Agawam Office of Planning and Community Development 36 Main Street Agawam, MA 01001 (413) 786-{)400, ext. 8738 planning@agawam.ma.us From: Tyrie, Patrice [mailto:ptyrie@burnsmcd,com] Sent: Tuesday, April 23, 2013 11:29 AM To: Deborah Dachos Subject: RE: Cooper Street cell tower Hi Debbie, Just checking in on this -any word from the Boards? Thanks for your help - Patty Patrice Tyrie Community Relations Stakeholder Management Solutions Burns & McDonnell 108 leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 Mobile: 860-218-7523 Fax: 203-741-1054 ptyrie@burnsmcd.com www.burnsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For From: Tyrie, Patrice Sent: Monday, April 15, 2013 2:16 PM To: ddachos@agawam.ma.us Subject: RE: Cooper Street cell tower Hi Debbie- • I was able to get approval from folks to change the height of the trees to be a taller version of the same species. Please let me know if the Town is OK with this change at your earliest convenience. Provided below is the extracted part of the plan that shows the trees we would be adjusting to be 7-8' at 4/24/2013 Page 1 of3 • • Page 2 of3 installation rather than 5-6' as depicted in the plan. That first row of trees directly in front of the equipment (approx. 15 trees) would be the larger variety; the remainder of the trees would remain the smaller 5-6' at installation. I also attached the entire plan that was previously review & approved by the Town for your reference. Thanks in advance for your help with this! , , , .... _-."...... , , , I I • Regards, Patty Patrice Tyrie Community Relations Stakeholder Management Solutions Bums & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-2320 4124/2013 Mobile: 860-218-7523 Fax: 203-741-1054 ptyrie@burnsmcd.com www.burnsmcd.com • Proud to be one of FORTUNE's 100 Best Companies to Work For From: Tyrie, Patrice Sent: Friday, April 12,2013 3:13 PM To: ddacho5@agawam.ma.u5 Subject: Cooper Street cell tower Good Afternoon Debbie, • Page 3 of3 I wanted to touch base with you on this issue we discussed on the phone a week or so ago regarding the change to the plantings associated with the cell tower relocation on Cooper Street. lowe you a description of the scope change with a map showing the area, and I am waiting for WMECO to sign off on the change for the taller trees. The folks I need to approve it are on vacation this week, so I hope to get with them early next week to push this one along. I will be in touch as soon as it is all approved on our end. Thanks in advance for your help getting that through the planning & zoning folks! Have a nice weekend- Patty Patrice Tyrie Community Relations Stakeholder Management Solutions Burns & McDonnell 108 Leigus Road Building A Suite 1100 Wallingford, CT 06492 Direct: 203-949-232G Mobile: 860-218-7523 Fax: 203-741-1054 ptyrie@burnsmcd.com www.burnsmcd.com Proud to be one of FORTUNE's 100 Best Companies to Work For 4/24/2013 • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 October 5,2012 Metro PCS Massaschusetts, LLC 285 Billerica Road, 3 rd. Floor Chelmsford, MA 01824 To Whom It May Concern: "" = ~ 0 " -I , Ul ...., :x ~ 0 N At its duly called meeting held on October 4, 2012, the Agawam Planning Board voted to approve the Site Plan entitled "SPM0098F WMECO Mill Street, Agawam -Western Mass. Electric Company -STR. #316 -695 Cooper Street, Agawam, MA 01001; Prepared for: metroPCS; Prepared by: Chappell Engineering Associates, LLC; Latest Rev.: 9/20/12. If you have any questions, please contact this office at (413) 786-0400, extension 8738. Sincerely, Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPWIDSD:prk Cc: ZBA Bldg. Dept. Eng. Dept. Town Clerk File' ;~ ::.-: :y ~ -- "" '-j j::;:~~~ -" . , . .. --. ' --~~ 0 ..,..~ . ) on , •. VIA OVERNIGHT MAIL Deborah Dachos Planning Director Town of Agawam Town Hall 36 Main Street Agawam, MA 0 1001 NIXON PEABODY..LP , 100 Summer Street Boston, Massachuset15 02110-2131 (617) 345-1000 Fax: (617) 345-1300 Donald D. Cooper Direct Dial: (617) 345-6077 Direct Fax: (866) 368-6629 E-Mail: dcooper@nixonpeabody.com September 25, 2012 Re: 695 Cooper Street, Special Permit for Wireless Facilities, Site Plan Approval Dated August 17, 2012 Dear Director Dachos: Enclosed please find three (3) copies, 11" x 17" size, of revised plans for the T -Mobile Site Plan Review, which received a Planning Board approval subject to submission of a revised landscaping plan via a letter dated August 17,2012. These plans have been changed in only two respects. The access path has been changed from the east to the west side of the Equipment Pad and the landscaping has been switched accordingly. This accomplishes the objective of allowing a more thorough visual screening of the equipment to the east, the only side which abuts a residence. MetroPCS will be sending you copies of its revised plans directly. I trust this satisfies the requirement for a revised landscaping plan. Please let me know if the Planning Board requires anythlng else in connection with the site plan approval. 14156772.1 ',,-\\' " i \ 1,1 <,,' l' 'i',' ,i'I) • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 . Tel. 413-786-0400 Fax 413-786-9927 . August 17,2012 Metro PCS Massaschusetts, LLC 285 Billerica Road,3 rd Floor Chelmsford, MA 01824 To Whom It May Concern: At its duly called meeting held on August 16, 201 2, the Agawam Planning Board voted to approve the Site Plan entitled "SPM0098F WMECO Mill Street, Agawam -Western Mass. Electric Company -STR. #316 -695 Cooper Street, Agawam, MA 01001 ; Prepared for: metroPCS; Prepared by: Chappell Engineering Associates, LLC; Latest Rev.: 7/30/12 with the condition that a revised landscaping plan be provided. If you have any questions, please contact this office at (413) 786-0400, extension 8738. Sincerely, ~~.~h~~· Mark R. Paleologopoulos, Acting Chairman AGAWAM PLANNING BOARD MRPfDSD:prk Cc: ZBA Bldg. Dept. Eng. Dept. Town Clerk File .. ~ -.--- j • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE RECEIVED: August 2, 2012 DATE: August 16. 2012 DISTRIBUTION DATE: August 8, 2012 PLANNING BOARD MEETING DATE: August 16,2012 APPLICANT INFORMATION 1. Name of Business: Metro PCS Massachusetts, LLC (contact: Donald Cooper, Esq.) Address: 285 Billerica Rd., 3m Floor, Chelmsford, MA 01824 2. Owner: WMECO Address: P.O. Box 270, Hartford, CT 06141 Telephone: 617-345-6077 Fax: 866-368-6629 3. Engineer: Chappell Engineering Assoc., LLC Address: 201 Boston Post Road West, Suite 301, Marlborough, MA 01752 Telephone: 508-481-7400 Fax: 508-481-7406 PLAN REVIEW Scale: 1" = 20' Date: 7/30/12 Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of Plan): O.K. Description of Project: Proposed installation of six (6) panel antennas on an electric transmission utility structure. Site Plan Review Page 2 • • Description of Site: Currently disturbed utility easement. No filing with the Conservation Commission necessary. Provision for Traffic Flow: Proposed 10' driveway from Cooper Street. Parking: N.A. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Landscaping should be shown to screen abutter's property to the east. Sign Location: N.A. Exterior Ughting: N.A. Rendering or Elevations: O.K. Dumpster Location: N.A. Other Comments or Concerns: I Print • Parcel 10: H11 3 1 Owner: WESTERN MASS ELECTRIC CO Parcel Address: 695 COOPER ST • o Interactive Map Date: 8/16/12 257 Scale : 1 "=257' Page 1 of 1 514 Feet I http://hosting.tighe bond .com! aga wam! print.aspx~maptype= 5 &i mage= http%3a%2fOIo2fprojeets.lighebond.eo... 8/16/20 12 - Print \ ...----- t ~. -.... ! Parcel ID: H11 3 1 • I - Owner: WESTERN MASS ELECTRIC CO Interactive Map Parcel Address: 695 COOPER ST • o Date: 8/16/12 257 Scale: Page 1 of 1 \ 514 Feet I http://hosting.tighebond.eorn/agawarn/print.aspx?rnaptype=5&irnage=http%3a%2f''102fprojeets . ti ghebond. co... 8/16/20 12 To: cc: From: Date: • Planning File Engineering August 15, 2012 « TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821-0600 • Fax (413) 821-0631 Christopher J. Golba -Superintendent MEMORANDUM Subject: Site Plan -MetroPCS -SP 570 We have reviewed the site plan entitled: "SPMOO98F WMECO Mill Street, Agawam -Western Mass Electric Company -STR. #316 -695 Cooper Street, Agawam, MA 01001; Prepared for. metroPCS; Prepared by: Chappell Engineering Associates, LLC; Scale: 1"=20'; Latest Rev.: 7130/12". From the proposed information shown on the submitted site plan, it appears that there will be negligible impact to the present storm drainage scenario and we approve this plan. if you have any questions, please do not hesitate to contact our division. Sincerely, Civil Engineer I S:\SP\570 METROPCS\ol.00c 1'tLf£u. Michelle C. Chase, P.E. Town Engineer • • MEMO TO: Eng. Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan -Metro PCS -Cooper Street DATE: August 8, 2012 Please review and comment on the attached Site Plan for Metro PCS on Cooper Street prior to the Board's August 16th meeting. (This item is also on the agenda for the August 14th Team Meeting.) Thank you. DSD:prk • • TOWN OF AGAWAM, MASSACHUSETTS FORMD Application for Site Plan Approval Ple .. e complelelhe following form and relurn iland len (10) copi .. of the Site Plan to: Agawam Inspection Services 1000 Suffield Str.et Agawam, MA 01001 ________________ ,20 ____ 1. Name of Business iAppl1cant Metro PCS Massachusetts. LLC Add~ss 285 Billerica Road, Third Floor, Chelmsford, MA 01824 Phone # (978) 244-7200 Fax II (978) 244-7240 email 2. Name of A\lPIklI:IWOwner of Land Western Massachusetts Electric Cg. Address P. O. Box 270, Hartford, CT 06141 Phone II see contact Fax II email information attached ------- 3. Name of Engincer/Architcct Chappell Engineering Associates, LLC Address 201 Boston Post Road West, Suite 301, Marlborough, MA 01752 Phone # (508) 481-7400 Fax /I (508) 481-7406 email jfitzgerald@chappellengineering.com 4. Please give a brief description oflhe proposed project: 'see attached descript ion Applicant: Location: 1404893j.1 • • Planning Board Town of Agawam, Massachusetts Application for Site Plan Approval Wireless Communications Facility MetroPCS Massachusetts, LLC (The Applicant) 28S-B1Uerica:Road Chelmsford, MA 01824 Western Massachusetts Electric Company ("WMECO") Utility Structure # 316 695 Cooper Street, Agawam, MA Assessors ID: Map HII , Block 3, Lot I Zoning District: Residence A-2 & Agricultural • Tille Page Table of Contents Application for Site Plan Approval Contact Information TABLE OF CONTENTS Brief Description of the Proposed Project Exhibit I -Affidavit of Frantz Pierre Exhibit 2 -Site Plans Certified Copy of Deed • Letter of Authorization ("LOA") from WMECO, as oW!ler of 695 Cooper Street • • Contact Information Any communications regarding this Site Plan Approval should be directed to: DonaldD. Cooper, Esq. Nixon Peabody LLP 100 Summer Street Boston, MA 02110-2131 Telephone: 617-345-6077 Fax: 866-368-6629 Email: dcooper@nixonpeabody.com • • BRIEF PROJECT DESCRIPTION FOR SITE PLAN APPROVAL Metro PCS proposes to install six (6) panel antennas on an electric transmission utility structure ('Structure 316") located off Cooper Street and to place related ground equipment within a fenced compound area at the base of the utility structure. Structure 316 is to be constructed as a component of the Western Massachusetts Electric Company ("WMECO") electric power transmission system as pru1 of the already pennitted Greater Springfield Reliability Project ("GSRP"). GSRP received comprehensive zoning exemptions from the Massachusetts Oepartment of Public Utilities. Therefore, the placement and transmission portion of Structure 316 is not subject to zoning review. Structure 316 itself is 147 feet in height. The structure will be extended by 20 fcet to accommodate two carriers' wireless equipment, to a total height of 167 feet, which is 23 feet lower than the maximum pennissible cell tower height in the Ordinance of 190 feet.. The Applicant seeks to add the six (6) antennas at a height of 154 feet on Structure 316. As discussed in the affidavit of Franz Pierre, MetroPCS' radio frequency engineer, attached hereto as Exhibit I, the Applicant requires the proposed height to achieve acceptable coverage in the targeted area. Installation of the proposed facility on the already pennitted utility structure will eliminate the need for an additional tower in the vicinity . . A.s ~ho\Vn ontheI;!1~v~n:Pllge8ite Plal}S clltitled Site Name,:SPMOOP8F WM§C,Q_Mill Street Agawam Western Mass Electric Company Str. #316, attached hereto as Exhibit 2 (the "Site Plans"), there will be an 18·foot by 30·fool fenced equipment area containing both carriers' ground·based equipment adjacent to Structure 316. Within that fenced equipment area, MetroPCS will have a I O-foot by 16·foot area for its equipment cabinets. The antennas will be connected to the equipment cabinets by coaxial cable contained within Structure 316 and then running underground to the MetroPCS equipment area. In the MetroPCS area will be located two (2) base transceiver station ("BTS") cabinets, two (2) battery cabinets and one (I) power/telephone demarcation cabinet. The Applicant will install one global positioning system ("GPS") antenna mounted to the ice bridge near the BTS cabinets within the area. After installation, the wireless facilities will be unmanned and will only require biweekly visits from maintenance personnel who will inspect the facility to ensure it remains in good working order. The only utilities required to operate this facility are standard 120 -volt electrical power and telephone service. The facility will comply with all applicable local, state and federal safety rules and regulations. MetroPCS is also requesting a special permit and a determination on the need for a dimensional variance from the Agawam Zoning Board of Appeals. • • Exhibit 1 -Affidavit of Frantz Pierre 14Q4893S.1 • • metroPCS. Unlimit Yourself. STATEMENT OF Frantz Pierre, RADIO FREQUENCY ENGINEER I, Frantz Pierre, state as follows: I have a degree in Electrical Engineering from Miami Dade College and an IT degree from American Intercontinental University and have worked as a Radio Frequency Engineer for the past 13 years. I am a Senior Radio Frequency Engineer for the New England Region of metroPCS, with an office at 1 Federal Street, Springfield, Massachusetts. I am responsible for the metroPCS network design in Agawam. I write this Statement based upon my personal knowledge and in support of the accompanying application. MetroPCS is an FCC licensed provider of wireless communications services throughout New England including Agawam, MA. In order to meetiti;6bIigatibns UndE!r the CbdeofFeaerarRflgula!f6ns 47 C:F.R. -§27:14(al , metroPCS must have in place a network of "cell sites" to serve mobile telephones or portable wireless devices throughout its license areas which includes the City of Agawam. As shown in the attached application, a typical "cell site" consists of equipment cabinets installed on the ground, roof, or in a room connected to antennas mounted on a tall structure such as a tower, a building or other structures. The antennas are connected to the equipment cabinet via thick coaxial cables, and the equipment cabinet is then connected to regular telephone lines from which calls will be routed to their intended destinations. Agawam is an area where metroPCS has identified a need to locate a wireless communications facility. A wireless telecommunications facility in this vicinity is necessary to provide coverage in the area and resolve a Significant gap in metroPCS' wireless network. I have reviewed the accompanying application for the proposed installation of a wireless communications facility at 695 Cooper st. I have analyzed the potential benefits this site would represent to the metroPCS network and its' users through radio frequency propagation modeling. I employ computer simulations, which incorporate the results of field tests of existing facilities, to determine radio frequency (RF) coverage for the metroPCS system, and to identify gaps in coverage. These simulations model characteristics such as antenna type, antenna height, output power, terrain, ground elevation and RF propagation effects of the frequency utilized. Coverage maps for the 695 Cooper St. vicinity are shown in Exhibit 3 of the Application. The extent of the existing coverage available is shown on the first page of the Exhibit 3 maps. As can be seen from the maps, coverage from a single wireless facility in this vicinity is in the range of 3/4 to 2 miles depending on topography, signal strength and other factors. The maps show that no coverage currently exists for the 695 Cooper SI. area. 14047817.2 • • An evaluation of the proposed location has indicated that an antenna height of 154 feet above ground level (AGl) at this location is requ ired to satisfy the coverage requirements for metroPCS' Network. Any reduction in the proposed height and/or antenna configuration would result in coverage footprint shrinkage. This significantly limits the site's effectiveness in connecting with surrounding sites and severely impacts the level of service metroPCS is attempting to provide. Changes to the site configuration would limit the site's ability to resolve a significant existing coverage inadequacy in Agawam. The antenna of the proposed facility would consist of a total of 6 antennas. In my opinion, the proposed location is well suited to meet metroPCS' network requirements in the area due to its location and topographic characteristics. The absence of a wireless communications f!1cility at or near this location would adversely impact metroPCS' ability to provide the FCC mandated quality wireless communications services in the area. MetroPCS wireless facilities within an 8-mile range are shown in tabular form in Exhibit 4. The 8-mile radius coverage information requirement in the Ordinance is inconsistent with the operational parameters of metroPCS' equipment. As can be seen from the Exhibit 3 coverage maps, a limited number of the 23 wireless facilities listed within an 8-mile radius contribute coverage adjoining the proposed location. The metroPCS installation will not interfere with public safety communications,· commercial television and/or radio signals and other licensed forms of radio frequency communication. All m.etroPCS.equiPmeot oj)erl!tinQ..at .tbl! propo.sed comml!nications facility .. aDgJhef l!suHing radio frequency exposure level will be compliant with Federal Communications Commission requirements as well as health and safety standards. Frantz Pierre Radio Frequency Engineer metroPCS June 07, 2012 14047817.2 • • Certified Copy of Deed 1404 8935.1 • • e.Z't.1ri.cah ot_ 'ote t. R~.ft 8, her ... Clut. or 1'1\.hr1l14-'1.oOlr1o C-.pur kn.b, CortIt,. f.Ilatat 1121&1)' OIlUd •• th\& of tho'.tQQlt!oldli. or ,ai4 liIor,POrttloll bileS 14 . ...... ullu. .. U., OA Dlo.fllhr )0, 19 ... , -.t. ..... 10'0 W,,\er.o. .'ftchu.ltt. ~ llolbl:' ot ~ tbl Ollt.tud1uc_ .toot or •• U. ooq.nt.lOA, "1. Pl'ozy tbl.!'ote 4L&1, .ut.ha:r1Z~, t.h~ toll0-1AC "';hi .... ,. ..... I ",."'".,, .. : Toted: 'fla,t ll11iu J.. IhUtl ... , ttl. PI' .. 141n1l of tbb •• _._ •. 1 JO'~Pb r. L,oal it. 'l'UINrIJ' b. 'lI4 U.,. 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I"~ _7 be .15laatI4; llk.-b •• u "'"'''''' 1G4 otb.ar .tNotUZ" dtnt.d ",Oll IIDY ~ th' In.4. bar,b,. OOD.'Y.,..e. alll tu· .. ot .... 1', d'.o1'1ptloa .ttaPed " tAU 1tW.l41.D&a 10. 'lUIb au'" a. to til 1 .. a .part or t,bl l'tIal ""t.; Ultewl .. &1.1 ud .111 .. 11.10' ·tll. pluor.l t" IIIM.r, , rJ4hta, 10aatlol1', 110.DII.', pr1ri1.,., &Dd tl'uoilla •• .GOW Clllfle4. b..14 or gO' ••• IIM tit the Ol"ll1tor 1II011dll1&. w!tbout 1A 1IlJ11 _, U.,!t1q t.b.. ,ul1'a11t.1 Of ttl. toracolq, all I1lOtrloel ,'Da1'atinc. tnD8&1"U~. 41".'''''''1 'aa, tt'&Jllfo,.-.l.lll, .. 1t.oJaUI .04 anlrlq U'p.Nt.ua. '.4.D1s-ut .1Id t'aolUU •••. all toole u4. aub.1CL1l'1, ~ lout.OI1Cbl1. .. Ul4 tr\loQ, ·all "'ll'lal" .··aca.l Ice '.HU ... all tW'ut\IH I.D.. tU\ur.., all tIOOb, I.ccout. u4. fllIDl'4. &lid oOQUII1I. ot POWIl' .Pl1&l1~II, .1Ab.t.UOAl, ottioa tlu1141l1.1' ud otb.&l" '"""U~' aU O.A, tlUk d.pout.., .OOlWoOtI !'aae1 ... U', OU". U ut.lo.a, ..D4 'rip"" aODtruta AQIf 1a tarn ti~ .Mob til. 01"la\.or la • ,utll UillWlee, 10 tar ." Grantor u. .. the poIfU-~o ·poUlt till '.', n.' rIp' to UI. ttL. n .... "'l'IirOolu 1a1.1i l',,"r '-'1Iot1'10 ~&AJ'.'1& oDAD4!otlOa wI U1 \h. 000400t or till. bula'" of \lui Orut .. 01' aA7 portion th.reot 11' th. Crut ...... tit to 40 101 ··but. .1Ib,.ot, &e \0 .11 tt.& tor'lo1a&, \0 t.htI 111.0. ot lob •• 1r.\ lAor".,_ I.ato.o.t.\IH httd .. of tI.oUlbIl' I, 19)6, tJ'CiIL loll. lJrt.otOl' to '%'hI Uerob.ant. r.t100al Blilk or lIo.t.oll."h1.ob. is· dab 41.J.l, rH0r6tt. 1D all plao" or' rtlom ·"bert. J'lterre4 Tah lutru..Dt la IZlGd"ld aa.4 'l11nr.d tor tlL. purpo..· ot. ocn,,,...U,,, ••• th. hour or alpl8ht at tll. 010" fir th. ,l.t d&1 ot Doo ... t>.,., 191.2, u.~ . , , .! • • 0""".-••• BOOI nsf it,_ .\ltIleqau\, orier .. ,104 S,pteebn D, 1941.· ud. br tbl r.".r&!: coML .. lo& ar.tb 1lII1t14 S~t •• b,1U OrdR datld Deuabu 1" 19102:. lUI _ea.Il to .... " .. 1& ..,.._ aD6 OQUoue,tlel!. IiaT l).o~ .rt.o~l" prlolulJ .t bola' -abO ..... otloa. U ,1 •• ,ralld tIt.t t.h, po ••••• l0 •• · lUll, _ad. 1"'0,...11'. propnt1 k.''''r 1011.",.0 ahaU UlItll fob_" b.oar 1'0_1 •. 1.a tbe or_tor .~, 011 • __ _ at'1:'It toMt b.old' .t~l '0 ••• at'" 14 tha (Jl'LIlt .... rvlUlllI.t to tll.,' tnat IJI4 I~, .. !t ..... UlIOD .blob. tb ator .... 14 _:rev ,Dd oOD.ol1q.at10Q 11 to III .u.., tAl tbe "'a.'pt._,e _I''-"'_1 UId ~ ... to 1'.7. pn:to .... ,114 4i'~ ttl. dabt... l11.b111t1 ... ua. _11 .. 1010111 ot u;. ClrlIAtoJ' _Atoll .ull at tba 1I0\1l' •• A MiA "1'''' U4 oOCllol14,UOA "O~ ,thoU-no "",,,,,, tJ.l oCAt:tu\ual ac.d .u.ut~, obll"t1oul o~ ",U'J a,tv, &A4 parU." lQdl.DC t.Ia, oblLp.\lolUl of the Grutor -..1' foba &ton ... 14 J1.r.t ~ • !"'OG""". ex."time oall \'at U..b1)..1\1 of t.be araator IU/OIl itl ou.t,tuUac ,\CII'" _h", a. of \III afouMllllOllJ' h to h 'IU'rudll'~ "1' tlal holbr u4 rlpb • .a "1 u "-Ml "lIAt 1a Pili' ,...1 .. ~ tu -oaglial nook of ita , .. ".4 bJ' t'H O.n,a.'" ~O. 1114 kOl4u. fo San Ul4 "BOU \tIa alera •• u. proplJ't1'. PeMu., l"i&h". lOOt" .. " 11 ...... ,., pZ01rth.I', 1U14 tl'llUb.l"1 tOo Uaa GrlDu" It •• IUIO'''Ql''1 u4 ... lpe 1, •• 04 ".ir OI'D ~a _01 "al1oot tCJl"nr. lit. .lto ... naraof oa t.hla ,0tl1 dq Of DlaUlll." 1942, 11.14 'l'IU'UU hl.U P 1J.a0t.rlo CNpal11 11 .. o&IUld thla 1altl'uaut u.4 .u].tl,Ple oownarputa hluor, ot U. ..... alh. "1101', _tid at'tlat u4 aOIl8\1tuUq to •• tb'r ht 0'1lI .. 04 , .... lU\oruMDt., to ". LDJ;Ir ... ..s yith Ita O~'Oh.tl _Ml, &D4 Itpd 1A 1'1 ut OD 1ta "lbalt b7 1tl Pr.1l4Mt ~ 'l'r ... l&%'tlr tb..r.to 4ul, IIltllol'1sa4. fu:taa:rl lall:' Power II Klaotl'lo 0 __ H01 ICol'Pot'l'l hal) by he4 0,· Abanra.bla, PI"IU.~t lo .. ph '. Lyo,DI , Tr ... urQ' Coao. .. lt.b or ...... ol:Iu •• n. 8utfolll:. '1. D'I~.r io, 19~. bl'O JIIUOIllU, agg .. n4 thl .. "\>091 A .... hid. C. AbuU'oUla. Prtld4ut, .~ loal"l1 r . l.Jou, 1',,,, .... ,", 111).4 ~okaclwr~.~ toh' fore"ll11 la.tl'lMIlOt to ". "IiL. tu. lot IIld 15. u.14 'rUura"ralb PIM.:-I. n.a_rio CO&PIIlIT, barO" 1M. I4wu4 O. UnUr Rl)tu, Pu.bUo ,.otIl"111 ""-lJ liT oolMLl •• loa. IQUI' ~~h 1),1.<;'1. W-o"'tJili\~ 'Sw't-•• I.ITIJI."\l.1 StUjl' IN att1n4 \0 tb.1_ 4.ad tal' u.. r ... oo. t.b..t U'1.. &l·u" tor u.. PI&l''pOII ot o~1'71111 uto .rr.c.t tb.. ".1eI' IDd. ooa_aUOa- \loa·or tbt Orutor 1II1tb t_ Grot •• , e.ruth_t. ot Voh I , '1Iob.;-' 3. 1,,&""', Ol .. t Dt '1\zrAlU lall_ Powlr .. 1l1.~10 COIIV"' ba,..b, ct:l'tU,. \b.t At; a obll"J" o .. l.l..6. ..,.t1o.a ar ttll .tooItIICI14 •• or M14 tioo u14 1.0 Bo.'OIl, ..... cblUl.tt •• oa D.c .... r )0. 194-2 •• , _t.b. • uobu."h coapul ... tbl bolhr ~ a.ll ta. outatuOh .. atook ot .. 10. ."" .... '<1j, • ... ra~l'''IIlc.~ 'by PI'OZ7 tb. ... ~ d"QJ.7 utbor111.0, tlla tollOW1I11 .,0\ .... .,. • ..0 lIy ulO atoo!J.bolOar: 'ct.4: rut hld'C, Abarorcah1. t,b.a h .. l&ent ot Lhh oat"pofttloll l1li4 1oaOPh r~ l.JOa.l ita 'I'I'I • .-.u-u b. _.114 tolu, ... h.rlb, aut.horlZa4 tOo n :.ouh, .oma-l ..... 1110 4'U"1;I" 1.0 tlla na.aa ud 00 b •• lt ot tbla 001")01' .... $10.11. uO U.II.br H, oorpora'" •• &1 .. 0 .. 4 no. tUa oOJ'pon.t1.oa t.o " .. hZ'll. cbuutt. Slutria COIIPUT 14 tho rQ1'a tllclf'or wJl101l h ..... pl'lIaotl4 "1t16& u4 \II.at. toh. fora _0. .Pr ••• .II.t~ b. tUM 01\b' ttL'·I'MCll't. ot thi. turt,l_ 0.,.'11"1 that tb. forqolnc. 41.4 .Utl1'Co.o '01 adt TUnen lal1_ PO'IU IlL Kllo'Co:ri.o COflPU1 ooatar .. 1. all ..... .Pfot. to tb. tora ttI ... atln' oh101l .... pe.- o"tld. to and aohl!l. U.p04 U tu alor .. a14 ... t1AC. "1'1011 ... 17 11..11.4. thi. )Otb. 4., of Dao_b.r.:19f,.2. lobe>' ~. ICCI''' Clarlt. of ~, lalla 1'011.1' .. D.otrlo COfIpt.GJ of ...... t.b,,, •• 'Co,. SUftolk:;-,I. D.oe!lbu ,0, 191.2. t'bl.ll. iPor.~~1 .bCril DlaM Ro'Oan. a, ·l.n+ a.a4 ad. o.,h tbato 'C.ZIia ."'~ __ te . rar'lou., oartJ..t1o.t. 'llp.1! b1" hla IU. trill. Blfor •••• l1aobll' KO\l.1'1 P@U. Ilfotu1al B.1~ M1 ooaai.a1o.o. 'XJ1ras War.1I ,~ -: ~' UK, 1'1" &.114 •• ,:4 nca ~b. 01'111»1. SIl'p.Plllllllltal. I.ad_lAtlll"l or Kart .... ' on.s.1 IMUloU'1 dlhd. U1a ,OU 4q or DIO_"bcr# 19U, b, aDA ).~ •• OA •••• cbuao". IllOtn.o Coe.paDT." oot.POf'&ilon 01 "" C~~l'l:l' of 595 1"'" ........ ",. blY11!.c 1\. pr!.A01p .. 1. plaOI Of \10.11& •• , 10 ~h. 'own et' ;G'::':;"':~"'~';':". ~~~~W:~ tbe. O.UAt.T 'ot 7rutl1a 1.D. lai4 Cc..oa._lltll· (k~ui._thl" ,~,il"~.to .. ~ . .:,. • A TRUE PHOTOCOPY AS P.;:Ct>r:i:>~;. ,i. HAMPDEN COUNTY REGISTRY OF j;'f!=:):S • AND IT IS SO CERTIFIED ",r (J (j r a BOOK /7.f Y PAGE . "':j ,~/-I f...>m,:/F ATTEST!/~ d' !J1~. metroPCS. Unlimit Yourself. SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STRUCTURE #316 695 COOPER STREET AGAWAM, MA 01001 HAMPDEN COUNTY iv1C(vJe; (WI7t'd - [0J0 SLof!5 ~PLANN~ ~ PlAHNlHGBC 3m OL-t6~ L-/, ~\~ :$~ ~;L2y- SITE TYPE: COLOCATION ON EXISTING TRANSMISSION STRUCTURE SITE INFORMATION: LANDOWNER: STRUCTURE OWNER: STRUCTURE OWNER SITE 10: APPUCANT: SITE ADDRESS: COUNTY: LATITUOE: lONGITUDE: ZONING CLASSIFICATION: ZONING JURISDICTION: TAX 10 PARCEL NUMBER: ARCHITECT I ENGINEER: POWEA COfIIJAN'f: TELEPHONE COMPANY: SITE ACQUISITION ~ CONS'ffit.K:TlON MANAGER: OPERATIONS MANAGER: weSTERN MASS ELECTRIC COMPANY p.o. eoX270 HAATFORO, CT eel"1 weSTERN MASS ELECTRIC CC»IPANY P.O. eoX270 HARTFORD, CT 0IS141 STRUCTURe "3UI MetroPCS MASSACHUSETTS, LLC. 285 BILLERICA ROAD, n-tAD R..OOA CHELMSFOF\O, MAOl824 ~78) 24+7200 895 COOPER STREET AGAWAM, MA 01001 HAMPe"" N 42'"..().4'·20.24" W 72"·38'·30.14' P<2 (RESIOt:NCE A-2) I AG (AGR1CULTU~) TOWNOFAGAWAM MAP H-11 BLOCK 3 lOT 1 CHAPPELL ENGINEERING ASSOCIATES, LlC 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA01752 WESTERN MASS ELECTRIC COMPANY P.O.80X270 HARTFORO. CT 08141 V6IIZON 185 FRA.NKUN STREET BOSTON. W. 02101 (BOO) a4t4lQOO KEWEOUNN (irs) 244-7200 OAVEBEAN (97'8) 244-7200 MIKE WILBANKS (978) 2«-7200 VICINITY MAP SCALE: 1':1000 ili\~:y.tt. .,0-:'-.--"\;'\\ 2lb<l;,\1''!", DRMNG DIRECTIONS TAKE 1-4;5 SOUTH TOWARD MARLBORO I TAUNTON, TAKE EXIT 259 FOR 1·2S1O WEST TOWARD WOACESlER. TAKE EXIT 7 FOR l.go I MASS PIKE. MEAGE ONTO I·go WEST TOWARD SPRINGFIELD I ALBANY. TAKE EXIT e FOR 1·291 TOWARD SPRINGFIELD I HARTFORD, CT. TURN LEFT ONTO 1-2Vl WEST. TAKE EXIT 1A TOWARD I·gl SOUTH I HARTFORO, CT. MERGE ONTO I-Q1 SOLITH. TAKE EXIT 3TO MERGE ONTO US-S NORTH TOWARD AGAWAM I MA-57. TAKE THE fAA-57 EXIT TOWARD AGAWAM I SQUTHINICK AT THE TRAFFIC CIFlCLE, TAKE THE 3RD EXIT ONTO THE MA-S7 WEST RAMP. CONTINUE STRAIGHT ONTO MA-57 WEST. TAKE THE MA-75 EXIT . TOWARD AGAWAM I WEST SPRINGFIELD. KEEP LEFT AT THE FORK. FOLLO'N SIGNS FOR SUFFIELD, CT. I MASS 75 SOUTH. TURN RIGHT ONTO MA-7S NORTH I SUFFIELD STREET. TURN LEFT ONTO COOPER STREET. SITE IS LOCATED ON THE LEFT HAND SlOE. STRUCTURE & LAND OWNER: FIELD CONST. MCiR: RF ENGNEER: SITE ACQUISITION AGENT: . ARCHITeCTIENGlNEEA: L--- APPROVALS SHEET INDEX owe;. OESCRIP110N REV. T-' .... , c., co .. , .. , H B.-' AI'H .. 1 ... 111UOlHET ....... ..".. P1U'Im'/ PIN< at! PLAN I NOlES COMPCJ.N) PLNt I ELEVATO UETIIJ PCB ECP'IIENT PU.N, 8ECTIONII1 DETALS IETRO PCB SCI£DlUS' DETMS PCU aEVATION --'" IiErAO PCSCfrE .... DWIWI. NSER, DlETAU lNJ1U GI1D1IaG DEY ... DO NOT SCALE DRAWINGS CONTRACTOR SHAl1.. VERIFY ALL PlAHS AND EXISTING 0I1ENS1ONS AND CONDITIONS ON THE JOB SITE AND SHAL1.IMMEDlATB..V NOTIFY 1l-E PROJECT OWNERS REPAESENTATtVE IN WFUTlN3 OF OISCREPANOES BEFORE PROCEEDiNG Wl'ni THE WORK OR BE RESPONSIBLE FaA SAME. PROJECT DESCRIPTION 1-THIS IS AN UNMANNEO AND RESTRICTED ACCESS ECUIPMENT AND W1I.l BE USED FOR THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROV1OING PUBUC CELLULAR SERVICE. 2. THIS FACILITY Will CONSUME NO UNRECOVERAaLE ENERGV. a. NO POTABLE WATER SUPPlY IS TO BE PROVlOED AT THIS LOCATION. 4. NO WASTE WATER Will BE GENERATED AT THIS LOCATION. I. NO SOUD WASTE WILL BE GENERATEO AT THIS LOCATION . 5 • • • • • • , , 5 5 .. METRO PCS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. metroPCS, Unlimit Yourself. 285 IIU£RICA R<Wl TlR FI.OOR ~,"'O'82' Tn. (~78) 244-7200 FAX (~78) 244-72'" II' CHAPPELL ~ I!NGINeeRINO lII.'!!! ~AB.OC'ATE., LLC Civil' Structural · Land SUlVeying R.I(. EX£C\J11VE CENTRE 201 BOSTON POST ROO) WEST. SUITE 301 MMLBOROUGH. '" 01752 (508) "1~7400 .... chclppt .. ~.c:om S!Jt ..... E· SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE NQHS; 006COOPERSTREEr MJAWAM. 1M 01001 I-~~S~ITI I fM'IIG NIl: T-1 GENERAl.. NOTFS· 1. FOR THE PURPOSE Of CONSTRUCTION DAAWlNGS. l1lE FOLLOWING DEFlNmONS SHAll APPlY; CONTRACTOft -I.lETRO pes SUSCONT1W:TOR -CENEIW. CONl'RACTOR (CONSTRlX;OON) OWNER -METRO PCS DEW -ORIQINAl EQUIPII,lOO IilAHUFACT1JRER 2. PRIOR TO THE SUIIIISSOrI Of BIDS, THE BlDOtIC SUBCOHTRACTOR sw.u. VISIT THE CElL SITE 1'0 r ..... 1I..IAR1ZE wmt 1lfE EXISTING cotD1lONS AND TO cotF1RM TW.T THE WORK CAN BE ACCOW'LlSHED AS SHOWN ON THE COHSJRIJCl1ON DRAWINGS. AN'( DISCREPAHCY FOUND SHAll BE BROl.CHT TO THE ATTENTION OF CCINTRACTOR. J. All WoTERW..S fURNISHED AND INSTAU.ED stW.L BE IN STRICT ACCORDNtCE WITH ALL APf'L.ICABlE CODES, REGUtATlONS, AND 0RDItW«:ES. stJ8COHTRACTOR stW.l ISSUE ALL APPROPRIATE NOTICES AND COMPlY WI1l1 ALl. lAWS, OROlNANCE$, RULES. REGIJ..ATIOHS, AND lAwnJl ORDERS OF AN1 PUIl..IC AUTHamY REGARDING THE PERFORW.NCE OF mE WORK. 4. ALl WORK CARRIED our SIW..l.. COYPLY WIlli ALl N'Pt.X:AIII.E MUNICIPAL AND UTIUTY COIoIPANY SPECIFCATDNS AND L.OCAL. STATE AND FEDERAL JURISIlIClIONAL CODES. ORDINANCES AND APPI..ICA8I...E REGl.II..AllONS. 5. DRAWINGS PROYID£D HERE ARE NOT TO BE SCAI.fD AND AR£ INTENDED TO SHOW OunJN£ ONlY, 6. UNLESS NOTED OTHERWISE, THE WORK SIW..l. INCWOE RJRNISHING w.mw..5, EQUIPIIENT, APPUIfJEMf.NCES, AND LAEIOR NECES.!lM'I' TO COUPLE1t AU. INSTALl.ATlONS AS INDtCATm ON THE DRAWINGS. 7. THE SUBCONTRACTOR SHAU. INSTALl ALl EQUI~ENT AND IIMTERw.s IN ACCORDNlCf WITH IMNUFACTURER'S RECOWWEHQ.\roNS UNLESS SPECIFICAlLY STA.TED IIDDWISE. B. IF TME SPECIFIED EQUIPMENT CANNCJT BE INSTALI.ED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHAlL PROPOSE AN ALTERNAlM: INSTAllATION FOR APPROVAL B't' n£ CONTRACTOIiI. 9. SUBCONTRACTOR SHALl. DETERWINE ACTUAl ROUTlHG or COhDUrT, POWER, T1 CABL£S AND GROUhOING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PI.J.N DAAWlNG. SUBCONTRACTOR stW.L unUlE EXISTlNG TRAYS AND/OR SIW.l ADD NEW TRAYS AS NECESSIRf. SUIlCONlRACTOR StWJ. CONfiRW THE ACT1..IAL ROUTING WITH THE CONlRACTOR AHD/OR lANDLORD PRIOR TO CONSTRUCTION. 10. THE SUBCONTRICTOR stW.l PROTECT EXI5TIHG NPROVEMENTS, PAVEMENTS. CURBS. 1.J.II)SCApING AND STRUCTlJRES. IN( IWUoG£D PART SHAll. BE REPAIRED AT SUBCONTRAcrOR'S EXPENSE TO THE So4.TlSf.fCT1ON OF THE OWNER. II. SUBCONTRACTOR SHAI.1 WWJ.Y AND PROPERLY DISPOSE Of AU. SCRAP "'lERW.S SUCH AS COAXIAL CABLES AHD OTHER IffiIS REJ.IOVED FROIrII THE EXISTlNG fACUIY. 12. SUBCONTRACTOR Stw.I. IDVE PREMISES" ClEAN cotIlITIDN AND RETURN DISTURBED AREAS TO ORIGINAl. COHDITlDNS. 13. THE SUBCONTRACTOR SHALl SUPERVISE AND DIRECT 1l£ PROJECT DESCRIBED HEREIN. THE SUBCONTRICTOR SIiAU. Bf SOlELY RESPONSIBLE FOR ALL CDNSTRUCTK:IN WEANS, WETHOOS. l[CtINIQtIES. SEQUENCES. AND PROCEDURfS fOR COORDII"-lWG ALL PORTIONS Of THE WORK UND£R THE CONTRACT. 14. SU~ SIWl. NOTIFY CHAPPELl ENGINEERING ASSOCIATES. ll.C 48 HOURS IN N'NN¥:£. Of POURING CONCRETE OR BACKFlWNG TRENCHES, SEALING ROOf AND WALL PENETRA1l)NS A/rtO POST DOWNS, FlItSHING N£W WAlLS OR FIW.. ELfCTRICAI.. CONNECTIONS FOR ENGINEERING REVIEW. 15. CONSTRUCTIOM Stw.I. COUPLY '11TH ALl WEIRO PCS STANDoI.RDS AND SPECfK:ATIONS. 18. SUSCONTPAClOR SIW.L V£RIFY ALL EXISmG DlWENSlONS AND CONDI1XINS PRIOR TO COIrNENCING Nt( WORK. ALl DlWENSIlNS Of EXISTING CONSTRUCTION SHOWN ON n£ DRAWINGS wusr BE VERIflED. SUBCONTRACTOR SHALl NOTfY THE CONTRICTOR Of IN( DISCREPANCIES PRIOR TO ORDERING WirERW. OR PROCEEDING WITH CONSTRUCTION. 17. THE EXlSTlNC CELL srJES ARE IN FULL COMMfRC1,t.L OPWTlON. N(f CONSTR\JCTION WORK B'I' SUBCOHTRACTDR SHALl tor DISRUPT THE EXISTlNG NORIML OPEWinOtl. Nl'f WORK ON EXISTING EQUf'III00 MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOUt.D BE SCHEDULED FOR AN APPROPIMTE MAINTENANCE WWDOW I.JSlIALLY IN LOW TJW'F1C PERIOOS AfTER MIDNIGHT. 18.. IF THE EXIS1IIG CELL SITE IS ACTT¥E, AU. WEn' PRECNJTIONS MUST BE TN<EN WHEN WORKING AAOUND HIGH L£VELS OF ElECTROMAGNET1C RADIATION. EQUIPMENT SHOULD BE SHUTIXIWN PRIOR TO PERFORt.IING INf WORK Tli\T COULD EXPOSE lHE WORKERS TO CW«i:ER. PERSONAl.. Rf EXPOSURE MONITORS ARE TO lIE WORN TO AliRT OF N('( DANGEROUS EXPOSURE l.EVElS. SITE woRK GENERAl.. NQIIS; I. THE SUBCONTRACTOR StWl CONTACT i.fflUJY LOCATING S£lMCES PRIOR TO THE START Of CONSTRUCTION. 2. AlL EXISTING J.CTM: SlWER, WATER, GAS, ElECTRIC, AND OTHER UTIUJD WI£RE EJrICOUNTERED IN ll£ WORK, SHALL BE PROlEC1!D AT ILL TIMES. AND WHERE REQUIRED FOR THE PROP£R EXEClJOON Of THE WORK, SHALl BE REI.OCAlED AS DIRECTED B'I' ENGMERS. EX1R6£ CAUTlDN SI«)lJLD BE USED B'r THE SI.IBCONTRACTOR WHEN EXCAVAnNG OR DRIlUNG P£RS AROUND OR NEAR ununES. SUBCQNfRACJOR 5HALL PRCMDE WEIY TRAINING fOR THE WORKING CREW. THIS WIll. INCI.I.U BtIT NOT BE UMrTED TO II) fALl. PROrECTION B) CONFINED SPACE C) ElECTRICAL WEIY D) TRENCHING AND EXCAVATION. 3. ALL SIT£ WORK SIW.L BE AS INDICATED ON THE DRAWiNCS AHD PROJECT SPECIFrA1l)t& 4. If NECESSARY, RUBBISH, STUWPS, DEBRIS, STICKS, STONES AND OTHER REFUSE Stw.L EI[ RaKMD FROM T1iE SITE AND DISPOSED Of lECALLY. S. THE SITE ~ BE: GRADED TO CAUSE SURfACE WATER TO FLOW AWAY FROM THE 51'S EQIJ\f'WEH1' AND TOWER AREAS. II. Nl FILL OR OIBANI(WENT WATERIAL SHALl lIE PLACED ON FROZEN GROUNl. FROZEN IMlDMLS, SNOW OR CE stW.L NOT BE PLACED IN Nt( FILL OR OIBANKWENT. 7. THE SUB GRADE SHALL lIE COMPACTED 00 BROUGHT TO A SWOOTH I.ItIl'ORM CRAOE PRIOR TO FINISHED SURfACE APf'UCA""'. II. AlL EXISTlNG INACllVE SEWER. WATER. G,t.S, ELECTRIC AND an£R unUT1ES, WHICH INTERFERE WITH THE EXECIJOON CF THE WORK, SHAU. BE REMOYED AHD/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINlS WItCH WILL NOT INTERfERE wmI THE EXECUTION rE n£ WORK, SUBJECT TO THE APPROVAL Of ENGINEERING, OWNER MD/OR I.OCAl. UTunES. O. TliE AREAS Of THE 0WN£ItS PROPERTY DlSTL.MED B'r ll£ WORK AND tor COYERED B'r THE TOWER. EOUIPWOO OR DRMWAY, SHALL. BE GffADED TO A UNlfORW SLOPE 00 STABlUZED TO PREVENT EROSION AS SPECIFIED IN tHE PROJECT SPEC1FICA11ONS. 10. SUIlCONT1W:TOR stwJ. .. NIIoIIZ£ DIS1l..IREIANCE TO EXISTING SITE DURING COHSTRUCTION. EROSIlN CONTROL W£ASURES. F REQUIRED DURING CONSTRUCTKIN, SIW.L BE IN CONI"ORWHCE VImI THE LOCAL DUIDEUNES FOR EROSION AND SEDIIIIENT CONTROL 11. THE SUBCONTRACTOR gW,L PRI:MDE SITE ~ IN ACCORIWI:E WITH 1)£ WETRO PCS SP£C1F1CATIOH FOR SITE SIGIOGE. CONCRETE AND REINfORCING S!EE! NOTFS· 1. ALl. CONCRETE WORI( SHAU. BE IN ACCORD*::E WITH THE If; lOt. ACI JIS, ACI 3311, ASTW AIM, ASTM AIM AND THE DESIGN AND CONS1'RUCTJ:)N SPECiFICATION fOR CAST -1N-f'1..N:E CONCREfE. 2. ALL COHCRETE stW.L Ii'.VE A IlltlIWUIII COMPRESSIVE STRD«mi Of JOOO PSI AT 28 MYS, UNLESS N01ED OTI£RWISE. A HIGHER STRENGTH (4OOCIPSI) MAY BE US£D. ALL CONCRm WORK SHALL BE IN ACCORDANCE wmi THE ACI Ja 1 CODE REQUIRDIENI'S J. REllroRClNG STEEL SIW.L CONFORW TO ASIlII A 815, GIWlE BD, OEfORWED UNLESS NOTED GTHERWISE. WELDED WIRE fABRIC stW.l CONRlRIoI m AmI A 185 WELDED STEEl.. WIRE. fABRIC UNLESS NOTED 01liERWISE. SPlJCES stW.L BE CLASS "B" 00 AU. HOOKS StW.L. lIE STAIIWID, UOO. 4. THE FOLLOWING MlNI~ CONCRO'E CMR Stw.L BE PROWlED FOR REJrlfORClMO STEEL. utUSS SHOWN CJ1l£RWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ..... _.3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: f8 AND lARGER ......................... .2 IN. Is AND S\W.LER I: WWF ............ 1JS IN. CONCRETE tor EXPOSED TO EARTH OR WfATHER OR MOT CAST AGAINST THE GROUND: SLAB AND W1LL .......................... ~ IN. BfAMS AND COI.UWNS ................ 1JS IN. 5. A CHAW'ER ~" stW.L BE PROVIDED AT AlL EXPOSED EDGES Of CONCRETE, UNO. IN ~Cf WITJi ACI 301 SECTION 4.2.4. !. lNSTAW.mN Of CONCRETE EXPANSIOH/'ffEDGE ANCHORS SHAll. BE PER IUoNUfAClURER'S WRfIlEN RECOIAIENDED PROCEDURE. THE ANCt()R BOLT, DOWEl. OR ROO SDtW.l CONFORW TO Tl£ MNtl.fJCllJRfRS REeOU~TlON FOR OIIIEDt.IENT DEPTH OR AS SHOWN ON THE OMMNGS. NO RfBAR SoLW.L BE C1JT wmiOUT ~OR cotITRICTOR APPROVAL WHEN DRlLNG I«.ES IN CONCRETE. SPECIAL INSPECTIONS. REQUIRED B'I' GCHERNIHG CODES, SHAll. BE PERfORWED IN ORDER TO WoINTAIN t.WI.FlCTURER'S IMXIMUM AI.LOWABLE I.CADS. ALL EXPANSION/WEDGE ANCHORS SHAll. BE STAINLESS srm OR IIJT DFPED IiIoLVANZID. EXPANSION BOLlS SIWl. BE PROVIDED B'r SIMPSON OR APPR(M[) EOUAL. 7. CONCRETE C"I'UND£R TEST IS NOT REQUIRED FOR SlAB ON GIWlE WHEN CONCREJE IS LESS THAN 50 CUBIC YARDS (IBCI9OS.II.2.3) IN 'M\T EVENT THE FOI.LOWIHG RECORDS SHAU. BE PRO\IIDED B'r THE CONCRETE SUPPIJER; (A) RESULTS Of CONCRETE C'ttINDER TEST PERFORMED AT THE SUPPLIERS PLANT. (B) CERTflCATIDN OF MIPIMlAt COUPRESSIVE STRENGTH fOR TI£ COtCRETE GRADE SUPPUED. FOR GREATER THAN 50 CUBIC YAROS TliE GC SHAll. PERfORU THE COHeREI'[ C'ttINIl£R TEST. 8. AS AN ALTERNATIVE TO ITEI.f 7. TEST CYUNDERS SIWJ. BE TAKEN ItfTW.LY AHD TI€RE¥TER fOR EVER'!' 50 YARDS OF cot«:REI'[ FROW OCH OIFFEROO BATCH PlANT. I, EQUIPMENT stW.I. NOT lIE PlACED ON NEW PADS fOR SEVEN MY'S AfTER PAD IS POURED, UNLESS IT IS VERf1ED B'r C'I'LINDER l[51S THAT COMPRESSIVE STR£NGllt Ii'.S BEEN ATTAINED. smucruRAI SlID NQIfS· 1. ALL srm WORK SHALl BE PAINTED OR GAlVlNlZED IH ACCORDAHCE WITH THE DRAWINIiS AND WEIRD PCS SPECIflCATlONS UNlESS OTHERWISE MDTED. STRUCTURAL STEEL SI-W.L BE ASTW-A-JII UIUSS OTHERWIS[ NOTED ON THE SITE SPECIFIC DRAWINGS. STEEl. D£SIGH,. INSTALLATION AND BOLTING SIW.L B£ IN ACCORON.::E m mE AWERICAN INS1TT\ITE Of srm COtISTRUCTIOH (AIsc) "1oWoIUAl. Of !nED. CONSlRUCTION". 2. AU. WELDING SHAll. BE PERfORIoIED USING [70l0( ELECTRODES AHD WEl.DtG SIW.l CONFORW TO AISC AND AWS 01.1. WHERE Flun WElD SIZES-ARE I«JT SI«JWN, PROVIOE 1HE WINIMUW SIZE PER TABlE n.4 IN TliE AISC 'W.NI.W. Of srm CONSTRIX:TIOH", 9TH EDITION. PAINTED SURfACES SHAll. BE TOUCHED UP. 3. 80lTED CONNECTIONS Stw.L lISE B£ARltG 1YPE ASTM AJ25 1101.15 (h"t!) AND SIW.1. Ii'.VE WINIIoIJIoI OF 1WO BOllS UNLESS NOTED OTHERWISE. AlL BOLTS SHALl. BE GALVANIZED OR STAlt.a.£SS STEEL 4. NON-STRUClURAI. CONNECTIONS FOR STEEL GRATING ~Y USE 1)6" DIA. ASN A 307 BOLTS (c.+.LV) UNLESS NOTED OTI£RWISE. 5. CONTRACTOR 9W.L SUBt.l1T SHOP DAAWlNCS FOR ENGINEER REVIEW a: APPROVAL ON PROJECTS R£QUIRING STRUCTURAL S1m II. AU. S1RUC1\.IIW.. srm WORI( SHALl BE DONE IN ACCORDANCE WITH AlSC SPECIFICATIONS. SOIL COMf>ACT!ON NOTES fOR S! >6 ON GRAQE· I. EXCAVATE ~ REQUIRED TO RflKM: VEGETAlION -AND TOPSOIL TO EXPOSE ""llJRAL SUEIGRAOE ANtI PLACE CRUSHED STOtIE AS REQUIRED. 2. COMf'ACT1CItI CERTIFICATION: AN INSPECTION AND WRITTEN CERTlFCATlON B'r A QUALIF1ED G£OTECHitCAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. J. AS AN ALTERW.TE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UICIISTURBED SOIL· BASE SHAll. BE COWP.tCJEI) WITH "COIIIPACTlON EQUlPwENr, lISTED BEl.OW, TO AT LEAST 90% WOOIFiED PROCTOR WAXlWUW OENSIIY PER AmI 0 1557 METliOD C. 4. COUPACTED SUBBASE SHALL BE UNFORW AND l.f.VElEIl. PRamE II" MINIWUW CRUSHED STONE OR 0RAVEl. COIIIPACTED IN J" UfTS N!I:NE. COWPACTED SOL G~ StW.L BE No\llJRAL OR CRUSHED WITH 1001 PASSING 11 SIEVE. 5. AS 1M ALTERNATE TO !TEllS 2 AND 3, THE SUBGRADE SOILS WITH 5 PASSES OR A WEDlUM SIZED VlllRAroRY PlATE COMPACTOR (SUCH AS BOWoG BPR 30/38) OR MAND-OPERATED SlNGL£ DRUM VIBRATORY ROlLER (SUCH AS BOUAG BW 55£). MD son MEAS TH\T M£ ENCOUNTtREl) SHOLlO BE RDtOIIED AND REPLACED WITH A WEU. -CIWlEo QRAHUlAR FU AND COIiI.I'ACttD ~ StATED IIJOIE. CQMJ>.\CDON EOUIPMENT· I. HAND OPERATED DOUIl£ DRUW, VIBRATORY ROLLER, VlBRAltlRY PlATE COIolPACroR OR JUIoI'ING JACK COMPACTOR. CONSJRUCTIlN HQIfS· 1. FElD VERIFICATION: SUBCONTRACTOR sw.u. FELD VERIFY SCOPE Of WORK, MEmO PCS ANrDINA PlATf'ORIII ~TION AND tmUlY TRENCHWORK. 2. COOROIN.\IDN Of WORK; SUBCONTRACTOR SHALL COORDINATE Rf WORK AND PROCEDURES IfTH CONTltACTOR. J. CABLE I.NlDER RACK: S1J1ICONTRICTOR SHALL FURNISH AHD INSTALL CABLE lADID RACK, CABLE TRAY AND/OR ICE BRIDGE. AND CONDUIT AS REQUIRED TO SUPPORT CAIIlES TO 1l£ NEW IITS LOCATION. EI fC1R!CA!. INSTN' OON NOTES; I. WIRING, rtJa!NAY, AND SUpPQfly IllETHOOS IMD IMTERIALS SHALL COWPLY wnH THE REQtJIREMEN1S Of TliE NEC AND TELCORDIA. 2. SUEICOtITRACTOR SHALl WOOIFY OR IHSTAll CABLE TRAY S'I'STEM AS REQUIRED TO SUPPORT Rt' AND TRANSPORT CAIIUNO TO THE NEW BTS EaI..IAIEHT. SUBCOHTRACTOR SHALl SUBt.IT IoIODIFlCATIONS TO CONTRACTOR fOR APPRCWAl.. 3. All CIRCUITS SIWl. BE SEGRE~TEO AND MMlTAIN IIINIMUU CABLE SEPAAATIDN AS R£QI.MED B'r THE NEe AHD TELCOROo. 4. CABLfS StWJ. NOT lIE ROuTED THROUGH LADDER-STYLE CABLE TRAY RIJ~. S. £.\CH 00 Of EVERY POWER, GROUttlltG, AND T1 CONDIJCT()ft AND CABLE stW.L lIE LABEL£D WITH COLOR-COO£D INSllATION OR EI.£CTRJCIL TI,PE (36tI EIRAHD, 1/2 INCH PI.ASTIC EI..ECTRICAl TAPE wmt IN PROTECTION. OR EQUAL). THE IDENTlFlC/iOON WETHOO SHALl ~ WITH NEC AHD 094A, AHD IMTCH INSTAl.LA1ION REQUlREIIENTS. I. POWER PHASE COtalCTORS (I.E., HOTS) stW.L BE LIoIIELED WITH COLOR-CQOED INSt.II.ATION OR El.ECTRICAl TAPE (3111 BRAND, " INCH ~ ElECTRICAl TAPE WJTH IN PROTECTlON, OR EOLW.). PIWi£ CONDUCTOR COLOR CODES SIW.L CONFORIII wmi n£ NEe AND OSHA. 7. AU. ElIC1RICAl. COWPONfNTS stW.L BE a.EAR!.Y lABELED wmi ENGRAVED IJ.I.IACOID PLASTIC lABELS. AU. [QlJP\lOO SIW.l. BE LABEl£[) WITH niEiR YOLTAGE RATING, PHASE C(JIFlGURA1ION. WIRE CONFGJRATION, POWER OR AIoIPACITY RATING, AND BRANCH CIRCUIT II) Nut.IBERS (I.E., PANEl.BON!D AND CIRCUIT II)'S). 8. PAtEl..BOAROS (10 NUMBERs) MD I~ CIRCOO BRrAKERS (CIRCUIT ID NUW8ERS) stW.L BE ClfARLY lJoBElID WITH ENGRAVED lAMACOlD PlASTI: lJoBElS. I. ALl TE W1W'S 5tW.L BE: CUT FlUSH WITH APPRCMD cumNG TOOl TO REI«NE SHARP EDGES. 1D. POWER, CONTROL. AND EQUADT GROUND WIRING IN TUBING OR CONOUT stW.L BE SINGlE CON)LlCl'OR (134 AWC OR LARCER), IlOO V. OiL RESlSTAHT THHN OR lHWN-2, CI.ASS S mwaD COPPER CA91.E RAJID FOR ID 'C (WEI' AND DR'I') OPERATION: LISTED OR LABEI.ED fOR THE LOCATION AND RACEWAY smBII USED, utI.ESS OTHERWISE SPECIFIED. 11. SUPPLDlENTAL EOUPtoIOO GROUND WIRING LDCAlED INDOORS stW.l BE SINGLE CONDUCTOR (Ie AWG OR lARGER), 100 v, OIL RESISTANT THHN OR THWN-2 GREEN INSl.II.A1l)N. ClASS B STRANOED COPPER CABU:: RATED FOR gO 'C (WET ANI) DRY) Of'ER.\TIIJM; lISTED OR LABELED fOR THE LOCATION AND RACEWAY S"/"STEM USED. UNLESS OTHERWISE SPECIFIED. 12. SUPPL.Et.tENTAL EQUIPWENT GROUND WlRltG LOCATED OUTDOORS, OR BELOW GRADE, SHALl BE SINGLE cotIlIJ(;Il)R 12 KfIG SOUl TINNED COf'PER CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER AND CONTROL WIRING, tor IN TUBING OR CONDUIf, stW..L BE MULn-cot«>UCTOR, TYPE TC CA8L£ (134 AWG OR lARGER), IlOO V. OIL RESISTANT n+lN OR lKMII-2. CLASS B STRANDED COPPER CABLE AATED fOR 10 'C (WEI' AND DR'1) 0PEAA11:IN: WITH DIllER JACKO: LISTED OR LABELED FOR 1l£ LOCATION USED, UIt.ESS OTHERWISE SPECIFIED. 14. ALL POWER All) GROONOiNG CONNECmNS SHAll I5E CRlWP-SM.E, COMPRESSION WIRE LUGS AND WlRENUTS B'r HAAGER (OR EQUAL). LUGS AND WlRENUTS SIW.I. BE RA~ FOR OPERATXlN AT NO LESS nw.I 75'C (9O'C F ""'LABLf). 15. RACEWAY AND CABt£ TRAY stWl. BE lISTED OR LABElED FOR ELECT1I:ICAL USE IN AC~E WITJi NEW., UI., ANSI/1EEE AND NEC. I!. NEW RACEWAY OR CABLE TRAY Will. IMTCH TliE EXIS1\tIG INSTALlATION WHERE POSSIBLE. 17. ElECTRICAL WETALLIC TUEIINC (EIII) OR RIGID NONWErALLIC COHDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCIi£OUI.£ 80 FOR L.OCA.TIONS SUBJECT TO PIf'I'SICAL ~ SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. lB. ELECTRICAL METALLIC TUBING (EUT), ELECTRICAl. NOP&lETALUC llJBlNG (ENT), OR RIGID tOiMETALLIC CONDUIT (RIGID pvc. SCHEDIA.E 40) SHAU. BE USED FOR CONC(AL£D INDOOR LOCATIONS. II, GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IIIC) SHAlL BE USED FOR OUTOOOR LOCATIONS N»IE GR.IDE. 20. RIGID NOtIYETAWC CONDUIT (I.E., RIGID PVC SCHEDUlE 40 OR RIGIO PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BuRIED. IN AAEAS rE OCCASIONAL LIGHT VEHIClE 1IW'FIC OR ENCASED IN IUlFORCED CONCRETE IN AREAS OF HEAVY' VEHICLE TRAfFIC. 21. UQUID-OOHT fLEXlBl£ WErAWC CDNDlIT (UQUID-TlTE fLEX) SHALL BE USED INDOORS At«) OLlfDOORS. WHERE WlRATlON OCCURS OR FtEXIEIUtY IS NEED£D. 22. CONDUIT AND TUIlltt; FITTINGS SHALL BE THROOED OR COIIPRESSION-T'1'P£ AND APf'ROVED FOR THE l.OCATlDN USED. SEISCREW FITTINGS ARE NOT IoCCEPTABIL 23. CABINETS, BOXES AND WlREWAYS SIW.L BE LISTED DR LASElID FOR El.ECTRICAl. USE ... ACCORlW«:[ WITH NElM, Ul, ANSI/m AND t£C. 24. CABINETS. BOXES AND WlRE.WAYS TO IMTCH THE EXISTING INSTAl.LATION WHERE POSSIILE. 25. WlREWAY'S StW.L BE EPOXY-cG\TED (0RA't) AND INCLUOE A HINGED C(MR, DESIGNED TO SWlMG OPEN DOWNWARD; SHAll BE PANDUIT 1YPE E (OR EQUAL); AND RATED NEIM I (OR BEITER) "'DOORS, Oft NEMA 3R (OR BETTER) OUTDOORS. 28. EQUPMOO' CAEIIHETS, 'TDUtW. BOXES. .It.IfCTION BOXES. AND PIll BOX£S SHAlL BE GALVANIZED OR EPOXY-CQ\TEO Stm srm. stW..L WEEI' OR EXCEED UL so. WJ AATED NEl4A 1 (OR BETTER) INDOORS,. OR NEIM lit (OR BETTER) OUTDOORS. 27. IDAL IEEf'tICLl, SWITCti, AND D£'VIC£ BOXES SIWl. BE GALVAHIZED. EPOXY-tQf,.TEO, OR NJN-CORRl:ONG; StW.L MEET OR EXCE£D UI. 51~ N«J NEW. os I: NrID RATED lOA 1 (OR BEITER) NlOORS, OR wrATHER PROJECTED (wp OR BETTER) OUTDOORS. 28. NlP&lErALLIC RECEPTAClE, SWITCH. AND DE.\1CE BOXES stW.1. WEEr OR EXCEED HEIIM os 2t AND RATED HElM 1 (OR BETTER) INDOORS. OR W£ATI£R PROTECTED ('frP OR BErTER) OIJIDOORS.. 29. THE SUBCONTRACTOR SHALL NOT1fY AND OBT". NECESSARY AUTHORIZA'OON fROU THE CONW.CTOR BEFORE COYWENCIIC WORK ON THE AC POWER DISfR1BUTJON PANElS. 30. THE SUBCONTRACTOR stW.L PROYIlE NECESSW' WGlNG ON THE BREAKERS. CAEILES AfC) DlSTRlBUTlON PANElS ... ACCORDN«:E wmt THE APPI.ICABLE COOES NfJ STIHlAADS TO SAfEGlIARO ~NSf UF'E AND PROPERT'1'. 31. ALL E1.El:TRICAL WORK SIW.1. BE PERFORt.IED IN ACCORMMCE WITH 1l£ PROJECT SPECIFI:ATIONS, NEe AND ALl APPI.JCAa.E I.OCIL CODES. 32. CONDUfT ROIJT1NGS ARE SCHEIM11C. SLB:ONJRACroR stW.L INSTAll CONDiJnS so THAT ACCESS TO [auIPWOO IS "" BlOCI<ED. metroPCS. Unlimit Yourself. 285 BILlERICA ROAD lHlRD FLOOR CHELMSFORD, W. 01824 m (978) '44-7200 f'" (978) '44-7240 CHAPPELL ENQINEERINQ ASSOCIATES. LLC Civil· Structural·Land Surveying RK EXECUTM; CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 WARLBOROUGH, IdA 01752 (508) 4.'-7400 w ..... chap~~ering.eom DATE .....,.. REVISIONS .,""'" -.... s IOQ/20/121 ZONlNG/CONSTRUCTlON REWED 4 107/30/121 ZONING/CONSTRUCTION ReliSED J 1011/15/121 ZONING/CIlNSJRUCTI)N REVISED 2 104/05/121lONING/CONSTRI.IC1llN REVISED 04/03/12 1 ISSUED FOR ZONINC/CONSTR, o 102j24/121ISSUED FOR Z/C REVIEW RE.V. , I DATE I DESCR1PTION [-..,", I........ '" r"'-==:l _ 7JII.416~""~· ': AS SHOWN I SITE NAME· SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITf NlDBfSS' 695 COOPER S1l1EET AGAWAM. MA0100l QRAWlNG TID [. GENERAl.. NOTES DRAWING NQ' GN-1 1 \ \<\ \ \ \ \ \ \\ --~ ~ \ \ \ ~ ~ ~ ~ ~ \ ",;;OJ \\ f: I II ~r' \<P25~~~ .J \ \ 1:-;''' tUSS a£cTRIC co, : \ A~WM( MA 01001 ___ /" -.. \ \ ; ~.o' ~ I!:0.w. 1 \ 11K. 16256 PO. 47 __ \ g.O ., ----\ \ ·.l-·\·1·\-·-~-·-·~-<·::'-NII;},-'J ~ . " ~: :. \ ...... "",. ... ",.... 10 ."----\ \ " • ~ ~ \ "'-2-02 ...... lJ8RAIIY \ • ./ A 'G \ \ ( ! ! 0' -•• ANIHONf: lR>JOIIJ J6 MAIN S1RfET ,,/ ~ ... iT . . \ 658 COOPER ST. AGAW,u( JIA OI(XJI / • \. ,..-\ • AGAII'AAI, MA 01001 , .. ~ ". \ BK. Jl42 PC. 588 / .. """" \ '1' '~NII-2-12 \ --_ ~A L /' --.. NII-2-/, \1" , '~".. o/'f ----q~///' -j\ , .. ~ nlf ~ :~\ ~ 0 0 . JI. MURPHY~ \.-__ \)..... \/ ~ .--.......... ~'\ I %':\ ..... ' ..... \/ \) ---~ _-\--~.---· tt .... ,..,.,.. . ----""\ ) ~..-'-\ \ . L" .. -----A~~' \\\\\ \ \ ~'}.'~ A:t~, \ ~ ~ i"/ __ -I 11K. '0227 PC. J28 ; ,\ .. ~'!I07 PC. 5«J \ I o/f \ , __ --~ 11--.}-\l, ~!" \ 'f/f~ /t.--\ n/f 1;: ~ \ \ ;;, . 'GA"~'" Oil'" \ \ \ ANTfM) lJQIl(RI j \ l,..~ PROP IIIETRO PCS 10' WIDE SIC. 4208 PC. 273 \ , a ~r:WAc:,x:: o~~, I.':~ \ ~; ACcESs ARt'. FROM PUBUC R.O.W.· w\~ \ \ / \ 11K. lOl42PG. J27;. \ J: " '. /r:t~ \ I \ \' ", ~ STREET , _"'w.-----11-2-/0 J: -'. 8~ ",vur~1 ~_OKW---+OHW \ . \ o/'f \ \'''''. ,_ ",w-I ANTrIM LJQUORI f:~ _ .;, f.IW __ QI-IW--\ \ . \ no C()(HR sr. __ __ '\ .,,'"'' lll'f'ROlC.) " \ I AGAII'AAt, &fA OUJO/ .,---_ .. ..:\!"t.' MM A2 \ ",-1-]6 \ \ 811. IIO/J' PO. .. .. ",t~ .. , ! 11 .• I, o/f \ \ \ .... ,..,.,.. \l"~ t\ \ \ \ I '0 \ v~ ..... SWW/...:.' \, \ __ ." I I ' , 677 COCf'<R sr. \ ~ \ \ ~. ~ l;~ \ \ -, \ AGAWAA( MA o/om \ ----",,,,w \ .. ,..,.,.. .. HfI-;J-l ;.' ,§ ,~~) ~, ~ \ 111<. 'Olil. PrJ. 5111 \ \ .,. ·56 fflf} \ ~ ~ ~'" .. , ~J~.ill ':, ----:: _ ............ -· \ \ ,..,.,.. .... """,," tffr:;'i ~\. 1\ ~~~1~' tLJ \ ~ \ ~ ~ i \ • .,.""". BA . WID N/EA -1.5 AC.r \ ~~ II 1J~" ~.'.. ~ .... -... \ -.. \ ~ .. \ PROP .• ""0 PCS .. ~ ~ \ d/"/\ EQUIPMENT wrTlilN PROP. ~~ ,,, L:ffil sa FHD ,?, '?l \ 10'-0".18'-0" L£i\SE MfA ?:'. '~o \ NII.,.2 n ~ ~ ~\ AG \ \ \ KIENE. JC£lJ.EN i'RIOIAR!> CUI1RAH \ tj ill,L1 \ "1-I-J5 '\ p.a BOX 47J ';i, \ II/f \ IlEST SPRINCF1£LD. .1104 01090 .;:-, \ PASQUAUNA.t.DIN BaYAlfTA 8K. »1.f PG. 586 t" \.:..-I/l-1-J7 659 cotPER ST. \ J: ~ l1: n/f \..teA WAM. .ItA (}tOOl PROP. WETRO pes PANEL NflEN~ .•....... 0 _ \ ~ \ MARY ~ AD£LE BCWAIfTA 8K. 16878 PG. 269 (1 PER SECTOR, TOTAL or 8) ~i~ \ W. ~, 6IJ3 CfXPER ST. \ \ MOuNTED TO PROP. TRANSIoIISSKlN A. \0. ~,AGA WAM. MA. 01001 TOWER IJIB • 154'-0' A.G.L~. ~ BK. 1fJ2 PC. 186 \ .. .. \. '! .. ~ ~\ l .~...... \ g"' .. ',:;'ifu. EQU'''''ENT \ , ............ ~ \: , \ ......... \ -I';<i' .......... • • J: '"i. EXISt TRANSItISSION TOW£R \ .. "' .... Nn_ ~ :, '.,. • , 10" RElICMD (BY "'''0) . ''''''IT t: .~ \ ~g~' ~:~JA *''''':::::::---_J\ \ 6Ib_ ~' k»... '"'' . Hiiiii;!/~ Mb..... ~1 f' UII"Jl')r L-5U4' S;7"---" 1\ i it \,o''f.'oo \ \ \ '~ .. ""l\ \ .. ~ ........ ""'------,' " 00 , _____ I \ '~\ \ . , \ ~~~\ / ... .".,.,. ... \ \:! 1; 1; c'l \ / " . \ \ ~. . ., '\ '. :". ~ A2 '"' • • L .. _··, ) "" '" .~ .:,~ • .;/ IB "'. ~.! i! \ , \ " •• / '-....... --a \ \ .. ~) .. " .... ./ ./ / ROPERTY PLAN (7\ \!\ . t-~' ! . -\l/. -. ---~I'o,,'-<I' ~~; .... ~ . . ~'" ri\". o 30 60 1:zo' 1110' t-~.,l:_" ~ '0 Lt\ ..... .--.----..... / / / / PIM REFERENCES -OEm lOOK 3114 I'AGf :i!ili -PlAN BOOk 312 PAGE 54 -P\.AN lOOK 352 PAGE 102 -PlAN BOOK J55 PAGE 1511 -PLAN BOOK J82 PAG[ 101 -P\.AH BOOK 5104 PAGE 1 -PLAN BOOK 5104 PAGE 2 -PLAN BOOK 5104 PAGE 3 -PlAN BOOK 8582 PAGE 15 -PlAN BOOk &5&J PAGE 1 -PlAN BOOIC 8$6J PAGE 2 -P'.NI BOOK 113& PMOE 1 -PlAN BOOK 7138 Pia: 2 GENERAl.. NO'TES: 1. FIELD SURVEY IMTE: 2. VERTICAL O!\T\N: 3. HORIZONTAl IMTlAI: 4. SITE CONTROl POINT: 5. L»IDOWNER IS. SITE tw.t£: 7. SITE ADDRESS: !. APPlXANT: 9. JUR1SDtCTION: 10. TAX 10: 11. DEED REFEREJ«:E: , 2. PlAA REFERENCES: 13. ZONING JURISDICTION: 2/21/12 NORTH AMERICAN VEJmCAL IMTUIII Of 1988 (NA'ID88) tKlRTH AMERICAN M1U1II OF 1M3 (IIIDOJ) CENTER OF TRANSIISSION STRUCTURE 1318 LAlTruDE: N.42'-04'-20.24" (trW) 83) ~GITIJOE: W.12'-38'-3O.7.· (HAD 83) WESTERN IMSS EI..EClRIC COWPAN'f P.o. 1m 270 HARTFORD, CT 015141 WECO Mill STREET NJIt..WNA 1195 COOPER STREET ~.IIMOIOOl MetroPCS IMSSACliJSETTS, LlC. 285 811.LER1CA RONl, THIRD FlOOR CHELMSFORD, lolA 01824 TOWN OF ""'"" W H-II BLOCK J LOT 1 BOOK: 11. PI«: - TOWN Of' NJAW ASSESSOR/CIS WS A2 (RESIlIENCE A-2) / N:J (AGRICUL'MAIJ 14. ALL UII>E:RGROlJ,ID l1fI.1TY IIfORI.IATlON PRESENTED HEREON WAS DETERMINED FROM SURFACE lVIDENC£ AND PlAHS OF RECORO. ALL UND£RGROUND UTIJTlES SHOULD BE LOCAlED IN THE F1ELD PRIlA TO THE COIAIENCEMENT Of AN'f SITE WORK. c.u. DIGSAFE 1-188-344-7233 A MINIMUM OF 72 HOURS PRIOR TO Pl.ANIrD ACTMIY. ,5. THE PROPERlY UNES SIfJWN WERE COMPLEO UTIUZING TOWN/CflY ASSESSOR's PLANS. RECORDED DEEDS AND PLMS Of REFEROCE AS INDICATED. A C()6,IPLm ~ SUIM:1 WAS )l)l U11U2m II M PREPARATION Of THESE PLANS. ,5. niE SITE IS LOCATED .. FlOOD Iit.ZARD ZONE C (AR£As OF' Mtll,W. Fl.OODtIG) AS SHOWN ON FlOOD INSURANCE RATE YAP FOR THE TOWN OF N:;NIi/IM, COWUUNIlY PANEL 250133 W DOOlA DATED 02/01/1978. 17. BEARING!iYSTEM Of nus PLAN IS BASED ON GRID NORTH. GRID NORTH WAS ESTABLISHED FROM CPS OBSERVATIONS. IT IS t«IT INTENDED TO BE AN EXACT REPRESENTA1ION OF TRUE tIlR1H. LEGEND j'';''''''''!' "·'~Z;.'1C!i!'-'~""'rN"~;,;z ... .;;i;i."~~ EXISTII«J ROW/£ASEYOO - ----- - - - -PROPERlY UfrIE - - - - - - - - -ABUfTlNG PROPERlY UNE -----------------EXIST.OOEWENT -.---.---.---.---EXIST. CfNrt UNK FENCE EXIST. STOCKADE FENCE EXIST. EDGE Of PAIlEIAENT ----"'----""----EXIST. OoIERHEAD UTIUT1ES ----"""----OH'----PROP. OYERHEAO ununES ---,,.--,,.--,,.--PftQP, UTIJ1IES <u. EXIST. unUTY POLE -•• -•• -ZONIIG BOUNDAR't ------..... ZONING DISTRICT LEGEND A2 I RESIDENCE .0\-2 AG I AGRICULrulW.. BA I ""NESS A ill I INDOSJRW.. B BB I""""'. ZONING INFORt.1A llON ZONNI; OISTRICT: A2 (RESIDENCE A-2) / It; (AGRX:ULTURAL) luu """PIlON ""'"'. UI::iIlNli ~ WIN. LOT AR£A: t5,1XIO Sf' U ,o\C,;I:; N/A WIN. LOT FROHTAGE: liD' 200,2';1:; N/A PROPERlY SE11O\CKS FRONT ,,' W.~i '::o~i ~r.i) • ,. 2815.0';1:; DO,.,':t .... HElGKT M' 0.0' 157.0':t .om t. PROPERTY PlAH ~ ON TOWN OF' NiAWNA ASSESSORS IMPS AND FIELD VISIT Iff Ctw'PELl ENGINE£RII«j ASSOClAlES, LLC. ON 2/21/12. 2. SEnW:KS ARE TAKEN FROU THE Cl.OSESf POINT Of EQUPIIENT TO PROPEIfIY UNES. metroPCS. Unlimit Yourself. 285 BILlERICA ROAD lHlRD FLOOR CHELMSfORD, ..... 01824 m (978) 2"'-7200 FAX (978) 244-7240 CHAPPELL ENQINEERING ASSOCIATES. LLC Civil-Structural· Land Surveying R.K. EXECUTIVE CEmRE 201 BOSTON POST ROAD WEST. SUm: 301 WARlBOROUGH. lolA 01752 (S08) .8'-7400 www.chappellengineering.com REVISIONS 5 109/20/121 ZONING/CONSTRUC1\ON REVISED O7jJIJ/12 ZONING/C!ONSlRUCTlON REVISED 015/15/121 ZONING/CONStRUCTK»II R£\otSED 04/D5/12 I ZONINC/CONSTR~ REVISED 04/03/12 I ISSUED FOR ZONING/CONSTR. o 102j24/'211SStJ£D FOIl: lIc REVIEW REV. , I DATE I DESCRIPTION I""'" ., ,~".. ,-73U15=1t"'~ ': 1· 60' _., S(!f NAIl" SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE ADDRESS· 695 COOPER STREET AGAWIW, MA 01001 l-~~ l-~ C-1 ) H,,-2-I/ ,/f ANTONIA /..JOOMI 77~ COCP£R S7. AG4WAM', MA 01001 BK. 10227 PG. :128 H11-J-2 IREN£. JO£J.J..£N 1'RlQfARO CIJRRAN P.d BOX 47J IIf'Sr SPRIIGf1EU), MA 01090 IlK. J774 PG. 566 \ \ \ • /\ / . \ \ \ \ \ / / \\ 1 ) \\ . \ ~ \ HII-2-14 ,/f ANrotIO UWaII 700 Ct'XRER 57. AGA WAAt MA (}1001 BK. 10742 PG. J27 R£B.4.R/CAP \ \ \ a C8 HII-2-12 1(aIM. ~Y J05El'H BARBERO 668 COOP£R ST. AGA w.w. MA 01001 8K. 11907 PG. 540 COOPER STREET (PUBCe -50' WIDE) \ \ \ \ \ \ \ \ NOTES: I. THE CONTRACTOR IS RESPONSIII.E FOR PROIr'I)II«; ALL NECESSIRr' CONSTRtJCT1ON CONTROL SUIM'IS .IHD t.WNTAININC All. LINES AND GIWl£S REQUIRED TO CONSTRUCT ALL II'RI)IElIOOS SHOWN HEREII. 2. ALL DlYEIr6K)NS: SHOWN THUS :t ARE APPROXIW.TE. THE CONl'RICTOR StWJ. VERfY AU. DIWENSIONS ~D aEVAroNS WHQi EFFB:T Tt£ ~ WORK. COI'IRACTOIt TO YERIFY ALL QlMENSDNS WIllI PROJECT OWNER PRIOR TO CONSTRUCTION. J. t«lImi ARROW SHOWN ON PLANS REFERS TO N'PROXIMlE 1RUE NORTlI. PRIOR 10 THE START Of CONSlRUCOON, 0R0ERtIG Oft FAllRlCATING OF' ANTEN/rM WCUNTS. CClIrITRACl'OR SIW.L CONSULT WIlli PRO.IECT OWNER'S RF ENGINEER NIl FELD VERIFY ALL NIfENNA SECIOR LOCATlONS AND ANTlNN.\ AZlWlmiS. ~. lHE CONJR.IClOR AND OR HIS SUB COHTItIoCTOR S/W.l BE A£SPONSI!l.£ FOR OII'MiING ALL PERWITS AND INSPEC1JONS WHICH WAY BE REQUIRED FOlI: THE W!lRI( FIt THE ARCHITET/ENCIHEER, »E STAlE, COUNTY OR l.OCAL GIMRM.IENT AUTHORITY. " ANTEHNIr. INSTAUAroN SIW.l. BE COHDUCTED Itt' FJEU) CREWS EXPERlEJrlCED N THE ASSEWBLY AND ERrtTlON Of RADIO A/rIT[NtMS, lRfoNSWISSION UNES Nt) SUPPOllT SIRI.ICIWES. 8. Coow.. CABlE CONNEtl"ORS ,. TIW&IITTER EQUIPMENT SHALl BE PRCMD£D BY THE PROJECT O'IINER AND IS NOT INCLUDED IN Tt£S£ CONSTRIJCTKlN IXlCU"~ A SCHEDULE OF PRWECT OWNER WPPIJED IIMlERWS IS ATTACHED 10 THE BID DOCUI!IENTS (sa DItIIIT 31. All OTHER tMDWAAE TO BE PRCMDED '" THE CONTR.*tJOIl CONNECTION Itt.RbwARE 5tWJ. BE: STAINLESS mIL 7. WHEN "PAINT 10 YA.lCH" IS SPECFlEO FOR ~ CONC~, PIOO" PIKlDUCT FOR Nrn'EJrINIr. w.oowE StWJ. BE SIOWIN WlLI.WoIS CORO~E L SURF'ACE PREPMATIOH AND APPl..lCAlION SIlW. BE IN ACCORONriC£ WITH THE IWtlF.ICTUfIER'S SP£CIFICATIONS AND PRO.(CT OWNER's GOOEUNE'S. 8. COORDINATION, LAYOUT, AND FlJRNISHING Of CONDUT, CABlE AND ALl APPURlENNICES REQUIR£D FOR PROPER INSTH.lATIOH OF' n.ECTRICAL AND TB.ECOWMUNICATION SElMCE SIWJ.. IE THE SOLE RESPONSIBIUlY OF THE CONTRACTOR. g. ALL UTIJIY WORK stW.l BE IN ACCORI:lAHCE WITH I1lCAt. unJIY COUPANY REQUIREMOOS AND ~l~~~~~;'~~'''f~~~''i\ I ~ --OHII'..;I __ 011"--$l>£ClllC .... OOHS. I UG/1 __ OWII II' / UG/1 / ONW~OI1'jj 10. ALL (~ SEWER, WAlER,. ~ ELECTRIC, AND aTHER U1lJl1ES 'MOE ENCOUtrfTERED IN THE WORK, stWJ. I / --"'! uG uG!T U/p \ BE PROTECTED AT ALl 11101ES. me WHERE REQUIRED FOR THE PROPER EXEClITJON Of' THE WORK, SIW.1. BE "~ I e ~1 /6J/69/77 ~ M" DIRECTED BY ENGINEERS.. EXTREME CAUTION ~LP,.!E. ~,BY ...!!,£....,.~.~EN C8 f¢ I \ I ",\" \ ~"'..... PIER ORIU.INC AROUND OR NEM unLITIES. """"""",,un anN..L rRU'l"LI<. .-r<." ,_INIl , I" \ ,fi'M"E' '" FOR THE WORICING CREW. CB i " \ M8 \ I \ r .... " \ \ II, AU. (ElIW:'IM SEWER, WATER, GAS, El£CTRIC AN) aTHER unUTES, 'MCH INTEIIf'ERE WITH THE MCtJTIOH /. .... \ H5!~ ) \ \ ~ 1 1/ Of lfIE: WORK, stW.L BE REW!MD AND/OR CNIP£D, PUJGGED 011: 0lH£RWISE OISCONTlNUED AT POINTS WHICH -. \ 1JPf'""". \ \ /" 1/ I 1 WlL NOT IN1ERf'£RE WITH THE DtECIJ1'JON Of THE WORK, SUII£CT TO THE AI'I'ftOVAI. OF UllUTY COIoIPAN'I' .;:;~i\! .......... \! \ \ I '" '" ~ ENGIEERING. " '\ I \ I \\ / / <I I 12. THE" AREAS Of THE" PROP£RJY IlISI\JRSED BY THE WORK ~ tIOT CIMRED BY TH£ EOO\PIENT, DRI\/£WAY OR " \, \ , I I ~ " GIWID., stWl. BE GIIADEO TO A UNIFORM SI.OPE. rERllUZED, SEEDED AND CCMRED 'IIm1 lIUlCH UNLESS I J.: I ~::ll I :I;~I I I_tO I I I I ~ I I I I ) I I I I I I I I I I I I I I I II I I I I I I I I ,I I , , , , , , , 0""""" """'. I 13. THE CONTRACTOR stW.L ESTABlISH AND IWNTAIN SOl. EROSK»I AND SEDllENTAlION CONTROlS AT ALl liMES "'Ol COHS1R\JCOON. " \ \ .... ':i PROP. METRO PeS 10' WIDE \\ s: . ACCESS AR~ FROM PlIBLJC R.O.W. I I I I I \ I I I , I I I '( -"' ., \ ,,"' , , 'I· If' 1 l; ,I _f ~ ,,\11' \ \!\ d~_,PROP,U/GCOAK 1(11, ' " , ., ' '1 ~ 11 RElOCAlm '-IIOOI.E r 11 ) \. '. ' I 1: 41 ~ EQUFMENT WITliIN PROP. \ \ , \ \;;)1\ 1/ I \ TRANS/JISSION / I I I \ \ STRUCTURF: /154 (/ 1\ \ \ 1 ; \ I \ \ \ \ ",'" \ \ \ \ \ \ Iw, 15'-0°.18'-0-LEASE AREA ~,~\ \ tt,'i \ 111 '-I- .~/ / / ~ ~ ~ 111-I-J7 IlARY ~ ~ BCWAM'rA f6J ctXPER ST. AG4w.w. MA 01001 11K. 74.J2 PG. 186 14. PER FCC MVlDI''''E. DtWCED EWERGEt«:'1 (Dll) SElMCE" IS REQUIRED TO Mm NATIlNWIOE STAN£WIDS FOR WIII£L£SS COWUUNICATIONS SYSJEWS.. F'RO.JB:T DliNE"R's UPI.EI.ENTAllOH REWIRES DEPt.O"I'WOO OF EQUIPWENT AND ANTDIIMS GEtOILLY DEPICTO) ON TItS PlAN, ATTACHED TO OR MOUNTED IN ClOS[ PROX. 10 1l£ BTS RADIO CAlllNE1'S. PROJECF DWNER II£SERYES THE IIIGHT to lINE RE"ASOtWILE WODfICAOONS TO £911 EQUIPWOO' NG lOCATION AS TECIfoIOLDGY EVOlVES 10 MEEr REQUIRED SP£CfJCATIONS. 15. THE lOrA!. IWPACT AA£J" OF T1£ DIS'MIBED CON!nRUCOON SITE IS BOUNDfD BY THE UIT Df WORK" AS SHOWN HEREOH. THE IMX!WUM ARfA DF DiSfUAIWCE WIJHIN THE LIlT Of WORK IS N>I'ftOIClMAlELY 4,348 SQlJAAE FEET. THE PRO.IECf IMPACT AIIfA IS BElOW TJ£ EXEWPTI)N 'MIE"SHCl.O OF 43.580 SQUME FEET IN 40 CFR PARIS II, 122~124 NC) THEREFORE IS NOT SUBJECT TO REGULAmt.i UNDER THE" EPA OR STATE-WANMl£D NPO£S GENERAL CONSTRUCTION' PERMIT PROGRfoW. THE ~ OWNER'S GENERAl.. COfffRACTOR SHW. CONDUCT AU. SITE DE.\'El..OfIWEN WORK IN A YAHIO lHAT DOES NOT EXCEED THE" UIIIfIS Of WORK,SHOWN ON THE PLANS. ADDITIOHALLY, THE PROJECT OWNER'S GENERAL. CON'TRAC'TClR SIW.l COHDUCT ALl CONSTRUCTION ACTMTJES IN A WANNER THAT DOES MDT RE5Ul.T IN ~ WATER DISCHMGES 'MIH AN ADVERSE IMPACT ON Nt( !fORM WATER COlJ..ECTIClNjCOlNEYANCE SYSl'nI, WEIlAND, WATER BOOY, Oft 0Tt£R WATER R£SOURCE" AREAS. LEGEND '~ir.:±W"~~~"~"'J~S-"·~;fi..':1_'%";l'V' ~---.---.---.------------;.: ® (;) CD <S> ® 4» Cl ,;:, ,;:, ElCISlING ROW/fASEMENl' ASIJl11NG PROPERTY UNE PROPERTY UN( EXIST. CHAIN UNK FENCE ZONING BOUNrM'I' TOWN UNE IMlRANT "'Ll HOlE STONE/CONC. BOUND TElCO WANHOlE SEWER """"'" .. "" """"'" ....... """"" CATCH BASIN "" VAL .. WATER VALVE PROP. METRO PCS PANEL ,.." ..... ~ ~ I I \ \ ' (I PER SEClOR. lOfAL Of IS) 1 \ \ \ \.Y WOUNTm 10 PROP. TlW&lSSION 5-2 EL 1 \ \ \ \ \ \ SJRlIClURE #JIll •• ".' .. -." I •. \ " iJO..... ) \ \ \ \ ~.II'·;GH·CHAlN uk \ IftNCE (18'-0".30'-01 I \' " I I , PLAN REFERENCES -OEm 9001( 3114 I'AYt. !IDD FUTURE TIWISMISSION ------¥\ '. \ \ -~a~ snn:cruRE 'J16 \20.iJ'~ l!!...~,~~_ I I I \ ( , \ / ',( / ) I ( ( I , ( '" Ii? ~ I \ _",..-I \,~ I ;-...-., ~,~~~. @E9 o 10" 20' 40" eo' / , I V I I -PlAN 800K 312 PAGE 54 -?'1M BOOK 352 PNiE 1 D2 -PLAN BOOK 355 PIa: S5 -PLAN BOOK 382 PAGt 101 -PlAN BOOK $104 PAGE 1 -PlAN BOOK 5104 PAGE 2 -PLAN BOOK 5104 PAGE :5 -PLAN BOOK 4562 PAGE 15 -PLAN 9001( aseJ PAGE 1 -PLAN BOOK e563 PAGE 2 -PLAN EKXlK 7138 PAGE 1 -PlAN BOOK 7138 PAGE 2 SITE CONTROL POINT CENTER or fVJ1JRE TRANSMISSION STRUCTURE IJ111 IU.D !3 LAmuoE: N,42'-04" -20.24- PW) 153 I.ONGIlUDE: W.7Z'-38'-JO.74" N.\W !8 GROUND El.E.VAl1ON: 1M.S't metroPCS. Unlimit Yourself. 285 BILL£RICA ROAD THIRD FLOOR CHELMSFORD, 1M 01BH TEL (978) 244-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING _ASSOCIATES. LLC Civil· Structural·Land Surveying R,K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 UARLBOROUGH, MA. 01752 , • J 2 0 REV. , (508) 481-1400 www.chappellengineering.com ro REVlSJONS 09/20/12 ZONING/CONSTRUCllON RE'f'lSEO 07/30/12 ZONING/CONSTRUCTION RE\o1SE"O 08/15112 ZONING/CONSTRUCl1ON RMSEO 04/05/12 ZONING/CONSTRUCTION REVlSEO 04/03/12 ISSUED FOR ~G/CONSTR. 02/24/12 ISSUED FOR ZlC REVIEW DATE DESCRIPTION SOF NAME' SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SrI£ tJ)QRESS· 695 COOPER STREET AGAWAM, MA 01001 DRAWING Tln.F~ SITE PLAN & NOTES 1p8A.~~ --·l l C-2 l I \ I I \ I I I I \ / / / / / / \',./ t~A ~ " \ ~ " ~ \3 , I~ I," I I , , , , , , ... , \ PROP. TECHNY ARBOFMlAE'S r 8 "' I!I'-o" OOC. I1YCl~ , I 2M' lANDSCAPE BUFfER • cot.IPOUND / ----I / ~\ 2 \ A-I \, ·-·-e<:$)---~~·-~~~'l e R~ .• ~tJ~~~~~----~~~t-_;~J=t%~El~;;~~~~~ PROP. '[JRQ PCS 'PSjGsi.";';';;; COAX <£ .. ,eGE 5-2 / ,",UN!ED 10 \ / ~~~ "HHH H._ /7"X "'~,~, om_ ,_~ EQUIPWENT WITHIN \ )' I ~----'Ej' '/" 10·-0·~18·-0· LEASE AAE'A $-' '..'. / .I ~ ,- \ / \ / \ I I( I \ ;' \ I \ I \ ;' ) --\,/ ... \~'\ \0 1 ", .. /" \ ... ", ....... \ I " ._ \ I ~._ I " ~'J/ ~ ./' ~A I' ?~ \ \8) PRa' U;;~{ :,.. 1 E-l FM1II PRtI'. VIP WITHIN S' WIDE UTIUlY MEA 1 1 1 1 1 /~ 1 ," \ / I -\\1-'"1 e l_--,~) / <1 t / 1 --......................... \ 9\ 111.1 " /1. I ,', I . / / \ " / I \ / \ \ / I -\ \ \ 1 1 \ 1 +~ __ mLe-$' / ~ \/ u""",,, " I ~ 'tI ... ~t: • • ~-111"-'<,\ \' ";it' """ ,9> \ r \ FUTURE TRANSMISSION SRUClURE '316 (B"I' WECO) , " " ..... -- ~ PROP. IrI£mO PCS PANEl AHTENPMS .,1 ~ (I PER SECTOR, TOTAL Of 6) EL 1 ~UKTED TO PROP. lRANSWSmH ~ SlR\JCMI£ 13'6 0 lM'-o" ....c.L 1 ;' I I / / ;:..""'" -'-. COMPOUND PLAN I ",.,,,/ / ,/ /' f.\ SCAL£: '" -5'-0' s::t;J o 2' -S" 5' 10' IS' 1 1 1 1 1 1 1 I I TOP or PROP. PIPE OOENSIOH ~~ ____ _ SElEY •• lS1":O':t: A.G.L -JI II Il' REI.OC:ATE1LT-1oIOB1LE (6) etI'Iq. AJf'ENPMS0 , I r FlFV. _ 154-0 t A.G.L REl.OCAlED T-wlBlLE PAHEl ANTEHNAS (2 PER SECTOR, TOTAl Of 8) WOUNTED TO PROP. mANS .. SSlOH STRt.CTURE '316 0 164'-0" A.G.L ~~'~1:'~~ ---- Q~'~I~'~~ PROP. OHOW ARIII ~EL£V ... 124'=i"~ Q~·2~'~:l:A.G.L STR!!CD!RJ,! NOTES 1. STRUCTUFW. ANAlYSIS REPORT BY CENTEK ENGtIEERlNG, INC, DAlID 03/28/2012. 2.. COAX ATTACHMENT METHOD TO FOUOW RECOwu~nONS OUTUNED IN THE RESULTS OF THE APPROVED STRUCTUFW. ........ 1. NO Io1OOIFlCATIONS TO THE SIRUCT1.JRE ARE REQUIRED. PROP. ""'" "" ( , 1 ICE BRIDGE "1_7 PROP. " ""n ( • 1 aM lINK FU4CE "I_I PROP. U/C 1EI.CO L..=.......l-~~=\I"_lj , JI 1'1 IL ! PROP· ~ 1!,HEl. ANIEN'"'0 , r EI..f.V ... 154' 0":1: AG.L \TOP OF PROP._~ Sj[(UClURE '3180 , ""ru .. 147'-0":1: A.G.L. PROP, METRO PCS PNIEl.. \ ~ANI'EHNAS (1 PER SECTOR, s:ia:t TOTAl Of 8) I.DlNJED TO PIInII TRANSMISSION STRUCT1JRE • lM'-o" A.C,L. 1------PROP. TRl.NSMISSK)N STRUCTURE 1318 (BY WECO) l<bl PROP. COAX RUN UP EXTERIOR OF PROP, TRANSWISSION STRUCtURE I (;;;) PROP. wmo PCS GPS/GSM AHTENNA I "'_'I IIOUNTED TO PROP, ICE BRIDGE ~ I ( -1 PR~. tmO PCS £QUI"''''' ,m,,, ~_t PROP, 10'-0·.16'-0" LEASE AREA """ SP," ~ (.',l'ROP.U/'"",,, YJI f-'.)pROP.~EIAHIC +----1(1-.::' rll PROP. 1EtHNY ARBOIMT .... A-I C 'I 8'-0" O,C. (TYP,) f - \ PROP. UI' EL£CIRtC ~ RUN I'ROI.I EXIST, U/p s UO/IIT b IJO/tIT fl=j . ..", UG/I UCI/E l SOUTH TOWER ELEVATION SCAL£: I· .. 10'-0· o 5' 10' 20' ,,' metroPCS. Unlimit Yourself • 285 BILLERICA ROAD THIRD fLOOR CHElMSFORD, IlIA 01824 m (978) 24-4-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING _ASSOCIATES, LLC Civil· Structural-Land Surveying R.K. EXECl1TJ\IE CENTRE 201 BOSTON POST ROAD WEST. SUITE 301 MARLBOROUGH, IlIA 01752 (508) .. , -7400 www.chappellengineering.com REVISIONS 5 09/20/12 ZONING/CONSTRUCTION REVISED 4 a7/30/12 ZONlNG/CONSTRUCTlON REViSED l 08/15/12 ZONING/CONSTRUCTION REVISED 2; DIt/r15/12 ZONING/CONSTRUCTION RE.VlSEO 04/DJ/12 Issum FOR ZONING/CONSTR. o 102/24/121 ISSUED FOR Z/C Reo1EW REV. 'I DATE I DESCRIPTION SITE NAME' SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 S!Tf tJ)QRFSS- 695 COOPER STREET AGAWI>M, MA0100, DRAWING T!D E· COMPOUND PlAN &ELEVAnON DRAWING NO- A-1 111'-0-~"''''''T S11J8 rn:;(2) CONOOT STUBI UPS • lB'1 UPS a: LB'. 2·(M~~ ~~} W '-rn ___ PRO~ II' I ~ •• OF ~PROWl[ pt WIN r RGS CONDUIT OF' 2" RGS C0N001 ,. "'1~\ ~~ III ll' ,'-.,J,·III 2'-11~ III ...... ",,"'ENT """'"0'" •. ,-./1. , II PRill. 2" UQUlD-lIlE CDM:lUIT .11 , r-rr III , J'-~ .w _ _ _ X "I'll ... T_n-. "' ~. ... I FV11JRE C.IBIII£T _ h' -Jll-,. . rr -" (SlH"PORT UOUJD-lI1E 'tIIITJiIN 12" 01' TERIoINA liON) -I! I Ii: :JI PROP LUCENT EZBF'o I I (P) t.IOO CELL I (P) LUCENT I -+ BATlERY CABINET: I (f) CABINET I 4.06 I EZBfo BAT1!RV I (P) ERlCSSOH 10'1115' lEASE AREA (15S1.2tix25.S"Wx28.151l) I • • I 5201 BTS b I I I·· I I L ____ -.J· • L _____ .J.. ~ PROP. 1.I0DCEll. UHIT I I I ~~n I (72.."HII35.4"W.l7.S"D) / / / / / _/ , UtIDERGROUND '" ...... £LECTRlCAl CONDUIT TO "-POWER DEMARC \ \ PROP. PPC CABINET \ DIMENSIONS: a4"1b3o"W:clZ"O 1 \ / II " / II ...... v", II "'" ...... _-1.1 / / / -' I / (2) 2" TELCO CIJlDUIT UNDERGROIJJiD TO mea OEMARC PLAN AT EQUIPMENT PAD SCALE: t /2" -1'-0" o 2 • PROP •• '6'-o"lJdO'-Q-wxo' -s"D CONCRElE SlAB W/14 BARS E.W. CENTER£D IN SLAB 1-1 , !--+PROP. CCJlCRETE PAD: (18·-Q·lJr.1Q'-~·'OO<.) L PROP. ERlCSSI»i 6201 8TS CABINET: (71.nbcJ8.0"Wx35.5-0) PRCP. ERICSSON 6201 8TS CAIIIN[J: (lI.\l"~.O"Wx35.!O"D} PROP. WCENT EZII'o BATIERY MooNT CAu.rn PER MANlFAClURER'S REQ. ~ PROP. IS'-O"ldO'-O"Wd' SuJ~_J COMPACTED CRUSHED STONE OR __ .__ ~ (lHK:KNESS ~ REQUIRED}-F EXCAVATE ItS REQUIRED TO RElIM VEGE'A' ....... SUBGIOOE ~ =~EOUH=~ ~~~.J PROP. UNiSTRUT SUPPORT FOR TELCO CONDUT (P) """"" 0201 '" iii (P) LUCENT EZBFo BATTER't aa5 r--------------2·~~~OOT ,.... PROP. RAB DUAL flOOD UGHl, PIN H82B H---r "'"OUT r----, , , _. I PRW. INrnlWATIC FH I' ~ (P) WOOCELI. I I fUTlJRE SERIES ISO IIIN.. WER IN 'M' 4.1:8 I CABINET I PLASlJC CASE.. PIN E200 I . P~. MOOCELL UNIT CABINET, (72.4"Hx.l5.4"WxJ7.a-D) FUruR£ CABINET . REBAR " t' AC KNOCKOOT SECTlo.N .~I EQUIPMENT PAD @ SCALE: '/'''' _ ,-u o 2 o • PROP. ERCSSON 5201 BTS CABlNEf: (38.0'WxJ5.8"Dx71.91l) o. 'I / CPROf', U.S]RUT """." ~I Ii Ii ~ PROP. RAe OUAL ~ . -0 UGHT, H628 "-*. of "-'I. I' r--------, ,'-0/1. "-<Ii. : : I----2'-~· ----j , , I (F) CABINET I .I (P) woo I I IN cm 4.DB , , , , , "->I.' 11+=--=-± I L • 5'-5ii.~ o'-"/I."""J / \-.i S! 5'-5J;-:1 " ... f.--------:t ~"-eB·~ (P) LUCENT EZBFo BATTER'f .t.-----:t 7'-7j·~ ,'-oj. "-11>1· ~ £ "-s,!. ""'" ,. WOtJNT CABINETS TO CONCRETE PAD PER IIWfLf'ACTI.RER'S REQUIREWENTS. 1. PIt(MQ£ 3'-0" \1M SER'-fIC,£ #£CESS 1M fftOMt Nt) R'fM Of AU. CABIN£J'S. FRONT 3. WOLINT PPC TO CONCRETE wrrH PROImED HARD RUBB£R GASKET TO YNM!ZE CORROSION. ". CHAMF'ER (TYP) 00 00 ;, 'if 00 I _! ~"-1t.. ~ l I II "-'li. ,'-3" + "-3" ~ (P) ERlCSSOH 520' BTS '-5'-<1· +---------tl~,,_aj. ANCHORING FOOlPRINT DETAIL • SCAlE: 3/4'-,'-0· 1-1 o 8" 1'-4~ 2'-8' 4'-0· SUPPORT UQUIT-1TJE ...... ___ .. ~ ~ __ -__ -". WfTHIN '2" Of ltRWIfMmN ~ 0~~ PROf'. '6' -o'Ut'-o"Wx8" CONCRETE SlAB WI,. BARS EoW. CENTEREb IN I:UII-----"""" EQUIPMENT LAYOUT DETAIL • SCALE: NOT TO SCALE '-IIOTTIlIII lENSIaN tR TYPICAL FENCE DETAIL SCALE; 3/5" -" O' o ,'-4" 2'-8' !S'-,.." s'-O· 1-1 :OJ -...... @ FUruRE CABINET PROP. PPC CABINET: (lO'\Vxl2"'Dw:S4"H) PROP. INlERMAnC FH SERIES ISO toIIN. nllER IN lIP PLASTIC CASE, P!N E200 ,. INSTALL FENCING PER ASlU F-5e7, SWING GAlE PER AS1W '-000. 2. AU. Ell) POSTS. IME POSTS, PW. POSTS, POSTS FOR GAlE LEAF, PPES FOR GAlE FRAME AN) 10' RALS SHALL BE SCHEDULE :+0 PIPE PER ASTM F-III8J. 1 FABRIC SHALl. BE 12 GA. CORE WIRE SIZE r t.IESH CCIrFORIoIliG TO .uN A-3t2. 4. 1(MSI!W WIRE SHALL BE 7 Go\. ~V. SlEEL ~ nE WIRE SHALL BE 11 GA. GALV. stm (1I1f.) AT POStS AND IAl.S. A SINGLE 'MtAP FABRIC lIE AT TENSION WIRE BY HOG RIfCS SPACED MAX. Of' 24' INlERVALS. S. BARBED WIt[ SHALL lIE OOOBLE SlRAND 12 1/r 0.0. lWISlED WIRE TO MATCH WjFABAIC 14 CA., 4 PT. BARBS SPACES AT APPROXNA'lELY 5" o.c. 7. CCWLY.-nt LOCAL. ORDiNANCES OF BAIt8ED liRE PERYT REaURaENTS. F R£1UR(D. a. S'Im. FEHCE SYSmi SHAU. lNa..uo£ 'It£ FENCE POSlS, FABRIC. GAlE SYSTDI ANO AU. NECESSARY EREcn!W ACC£SSOR1ES, nT1lN~ All) FASlDIIIGS. ALl FENCE SYS1EM COMPONENTS SHAU. BE GALVANIZED IN ACCOIIOANCE .. lit AS1M 10.,53. GAlIS SHAll BE SlING GAlES YLmI r-O" LEAFS. REFEIt TO l'I'PICAL FENCE DElAt FOR ADOI1IONAL N'CNAlKIl INSTALL fENCE AFTER CONCRETE HAS AnANED 79 OF 25 DAY DESIGN SlRENClH. metroPCS. Unlimit Yourself. 285 BIu.ERICA ROAD THIRD fLOOR CHElMSFORD. WA. 01824 m (978) 244-7200 rAJ( (978) 244-7240 CHAPPELL ENGINEERING _ASSOCIATES. LLC Civil· Structural ·Land Surveying R.K. EXECUTM. CENTRE. 201 BOSTON POST ROAD WEST, SUITE 301 MARlBOROUGH, W. 01752 (SOB) 481-7400 www.chappellengj~ering.eom DATE ".,,", ,n ............. ,""'" If'IUUI ~ DII£CTION t.:ENSED ~ OKJINEER. 10 •• ------... -- RE.VISIONS 5 09/20/12 ZONING/CONSIRUC'OON R£IIISED 4 07/YJ/12 ZONING/COHSTRLIClION ~ 3 08/15/12 ZONING/COHSTRUC'OON RE'i1SED 04/05/'2 ZOHING/CONSlRUCllON RE.\1SED 04/l13/1211SSU£D FOR ZOHING/CONSJR. o 102/24/12 1 ISSUED FOR Z/C RE't-1EW R(Y. , I DATE I OESCR1P11ON ~ SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 5[[ N'JORf$S' 695 COOPER STREET AGAWAM, MA01001 DRAWING TID E' METRO PCS EQUIPMENT PLAN, SECTIONS & DETAILS PWING NQ' .. ~ S-~ I 0 'PS ANTENNA OII11ENS1ONS: 5"H x 3.2"0 OOWN 11lT lll!ACKET ~ IIIIII "'-:"PCS S(ClOR ROIOTE CONTROL UNIT (1 PER ANIDW.) ~ P .. EL AHlIN" D~"""NS ANDREW AN200-A20 {lYP. Of ')' DIMENSIONS: ANDREW HBX-651SOS-VT\I: 51.4"H II 6.5"W X J.J" 8"H )C 2.a'" lC 2.1"D GPS AND PANEL ANTENNA DETAIL ,,--.... SCALE: NOT TO SCALE 'x·, SOt 40 II 18"--1 WIN. SS OR GALV. PIPE PROP. NUT \-wrno PCS GPS AHTEHNA (Of PC1EL) ~ COLlAR BRACKET ",WHT KIT (BY PClEl) PROP •. LOCI( NUT PROP. PIPE TO PIPE ClAMP (ANDREWS PJN: eC-20-10) PROP. 12.7mmX254mm THREADED ROD PROP. ICE BRIDGE POST 1. 1HE GPS ANlENNA MOlJIT IS DESGNED TO FASlEN TO A STANDARD 1·-~· DtAWETER GALVANIZED STEEl OR STAINLESS STEEl. PIPE. lHE PIPE MUST NOT BE 'THREADED AT TIlE AHlENNA MOUNT END. TIlE PIPE SHAlL BE CUT TO THE ReWIRED LENGTH USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPOIDtCUl.AR CUT. 1HE CUT PP[ 00 SHAll BE DEBURRED AtIl SMOOTH IN ORDER TO SEAL AGAINST tHE NEOPRENE GASKET AnACHED TO n£ ANlENHA MOUNT. ~,.~?~.NTING DETAIL(~. '----*HTENJrM CABlES (12) • _. ----CONOlITS 40. HOlE: PRCMDE PROPER IIEPIlINl IWlIUS B'S t:Ot!!l!Jrn;; AS R£QURm IW 1H£ cww. CABL£ WFR. l!P~~g~OUND COAX DETAIL (:.. PER I'INISHED GRADE ----- '-SCARIfY At«) co.tPI&T TOP ." nco ~..,.,.,.... !'Dane GRAVEL YARD DETAIL f7\ SCALE: 3/." .. 1'-11" ~ o a" ,'-4" 2'-8· .' '""" TM/Rx ,... -, 15+':;1; DElTA T';" 4ft -, 154':;1; II 'ETA Tx/Rx '00' -, 15+':1: I I ""'lOll I T,/" '''' -, 15+':1: II ... '" II ZETA Txjlbe 22(f -, Tx/Ib: "" -, IIIlu. IIOJNT ICE BRIDGE W/5'-8" t.ItI. a..EARAHCE fflOW GROUND TO UNDERSIDE Of CABLE SUPPORT ... -,.. .......... 1 1 1 l.'::'J 154':1:. 15+':!: ® , WBLBI23.06 12" WAVEGUlOE BRIDGE SUPPORT BRACKET I ANOREW I HBJ(-65I6DS-V1\I . P£R N'Pl.<oIBlE) I QIY • , ""'" 1. FOR EXPOSED L£DGE. PRCMDE GROUT L£\'aJNG PAD. IHSTALL (2) ". EXPAHSION ANCHORS, 15" LOt«l 2. FOR BURIED LfDG£ AT LESS lWoN 3'-11" BELOW F'IISM GRADE, CORE So. HOl£ lITO I.£DGE 18" DEEP. FlU. N!OUtrIl PIPE wmt NON-SHRIItC GROUT. US[ Ccw.. TAR ON BURIED LENGTH OF Pl'E, AHD ILf.CKFIU. TO FlUSH ""'" $0 FOR COHCRETE, FASTEN EW>Ef'LATE wI (2) M" EXJWQ)N NCHORS, II" LONG. 4. FOR POSTS ON COI«:R£TE OR OO'OSED I.EDC£, Pfl(MDE .".rxJl" BAS£Pl.Al[ WITH (2) IX," tt)L.ES e" O.c. -r-r-' "'-PIPE SUPPORT POST .. 1 i i I~FIN. GIWlE ~III "mill" i i L'" II Ilia OJ -I I I II I I I 'l'ii I I I 1 1 1 , j i 4 I 1 1 <11. 1 1 I'm: :111 I 1-111- CONe PIER ...... ATM200-A20 ...... ATM200-A20 ...... ATiII200-A20 ...... , ATiII200-A20 ...... , ATiII200-A20 .. """ , AT\l200-A20 , MF-IJO DIRECT BURIAl PIPE COlI.IUN, 1]'-4· ...! ' "L3 1 L5 , wa-tYIID 12" Sfd'EJY GR.\TlNG , WB-KlIDEiH HMDWARE KIT ITEM '5-16 CABLE BRIDGE DETAIL f.\ SCALE: NT'S ~ L,,_.·j CABLE BRIDGE PIER SCALE: NTS l" BARK MI.t.CH (PULl BARK MULCH AWAY FROW lRUNlC ~ TREE) ...... ROOlBALL SHALL BE PLACED ON t, (, aJMPACTED ~ UNOISruRSED 1 ~ ~~ 1 3 • ROOmALL DIAMETER .-------., TEC~~Y ARBORVITAE SHRUB PLANTING ® SCALf: ... _ f.\ CABLE LADDER DETAIL ~ SCALE: NTS PLANTING NOTES I, WADING SAUCER SHALL BE FLOOOED 1WI~ DURING 1HE FIRST 24 HOORS AF1ER Pl.ANlItG 2. 1REE SHALL BE SET PUIMB 1. DO NOT arr LEADER 4. AN IRRlGAlION SQ£DULE FOR It. 1'YIO '!'tAR PERIOO SHALl.. BE UPLaIENTED BY MElRO Pes NIl n£ OMD TO ENStJRE TI£ P\.AIffl WIll TAKE ROOT ANO SURVI'¥£. .5. lEOlNY AR90IIVlTAE PLANTWCS SHALL BE AT It. SIZE RANCE BETWEEN ~' AND e', IN 'NO ROWS. STAGGERED, NI:J SHALL BE IJ" ON CENTER. ~. '("'-'''''''') , ",'. ~. 1(880-10010) _. f (lIII0-10010) ~. r (860-10010) ~. t (880-10010) _. I (8GO-l0010) {o\ ~ metroPCS. Unlimit Yourself. 285 BIlL£RICA ROAD THIRD FLOOR CHElMSFORD. tu. 01824 TEL (.78) '''-7200 FAA (978) 244-7240 CHAPPELL ENGINEERING _ASSOCIATES. LLC Civil· Structural·Land SUlveying R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, ..... 01752 (508) 481-7~ www.chappellengineerinq.com SI!f NAME' SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR.#316 SlIt t.pQB£SS' 6G5 COOPER SlREET AGAWAM, MA 01001 DRAWING mu', METROPCS SCHEDULES & DETAILS 1_' .. ". ~ ~ L S-2 • 0 I • 1'0 9 ~ '0 N • o I 'f... .... ~ J::-M.oBg~tfT~N,,!AS ____ 1111== ~L ±164'-0· ATB T ~MOBIL£ ANTENNA-- A~RAY (SE:E 2/ANT-I) EXI STING 167' TALL WMECo - STEEL TRANSMISSION STRUCTURE NO. 315 ~..Met~oP~S _ Afo!TE..NNt\S ___ _ EL ±154'-0" ATB MetroPCS ANTENNA--" ARRAY (SEE I/ANT-l) , 1:111 T -MClBIL£ PROPOSED EIGHTEEN (lS) 1-5/S" 1& COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-l) 11111 MetroPCS PROPOSED TWELVE (12) 1-5/B-II COAX CABLES MOUNTED TO EXTERIOR OF THE WMECo POLE POL£ (SEE 3/EL-1) ANTENNA ARRAY ELEVATION SCALE: I" -6'-0" MelroPCS PROPOSED TWELVE (12) 1-5/8" III COAX CABLES VALMONT TRANSMISSiON LINE BRACKET (PIN B3254). AT 4' O.C. MAX W/ STACKABL£ SNAP-IN HANGERS (TYP.) EXISTING 167' TALL WMECo ( STEEL TRANSMISSION STRUCTURE NO. 316 T -MOBILE PROPOSED EIGHTEEN (lB) 1-5/B" III COAX CABL£S r---------, :&UUUl I . ATB I I I . : ~ I ~ (I ll ___ CLMEJR9PC~_ANJEt-lN&_--&-I I ...... • .. _ ... _or a __ I I L. ___ ~_-{ .- 2- -$ ATB DENOTES TOP OF SASE PLATE Illll T -MOBILE PROPOSED EIGHTEEN (18) 1-5/8" III COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHINO (SEE 3/EL-I) III MetroPCS PROPOSED TWELVE (12) 1-5/S" iii COAX CABLES MOUNTED TO EXTERIOR OF THE POLE (SEE 3/EL-1) II EXISTING 167' TALL WMECo STEEL TRANSMISSION STRUCTURE NO. :316 .. ;;; CX)1i! ~.~ II e::l Ii :n: I D-U> I (/)8 ~ r::-u ~ EL-1 ~ T -MOBILE ANTENNA MODELS AND QUANTfTlE:S AND COAX CABLE SIZE ANO QUANTITES ASSUMED. -' PROPOSED lHREE(:3) RFS APX1SDWV-1SDWVS-E-A2D THREE (3) RFS APXV18-20SS16S-C-A20, THREE (3) RFS TWIN AWS TMAs AND THREE (3) ANDREW TWIN PCS TMAs VALMONT T -ARM CO-LOCATION Cl WMECo POLE KIT PIN S02738 W/ NINE (9) 2" STD. (0.0. = 2.37S") X 6' 10'-0" LONG PIPE MASTS Jt..1:-M.oB!LE . .l!~TF;N"!.AS.~ EL. ± 16+' -0" ATB ...... PROPOSED EIGHTEEN (18) 1-5/8" _ COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-l) " EXISTING 167' TALL WMECo STEEL TRANSMISSION STRUCTURE NO. 316 T -MOBILE ANTENNA ARRAY SCALE: 1/+" = 1'-0" ~ Cl WMECo POLE ~ I ~ PROPOSED SIX (S) ANDREW HBX-6S16DS-VTM PANEL ANTENNAS AND SIX (6) ANDREW ATM200-A20 ACTUATORS ,-VALMONT T-ARM CO-LOCATION KIT PIN 802738 W/ NINE (9) 2" STD. (0.0. = 2.375") X S' LONG PIPE MASTS 11'1' IJ :::: I~ t I :::: III I 1~11~--%L.Mf,~~:~,f~Tr;N~A~~ 10'-0" "----\-----PROPOSED TWELVE (12) 1 5/S" _ COAX CABLES MOUNTED TO THE EXTERIO~ OF THE EXISTING POLE (SEE 3/EL-l) '---1-----EXISTING 167' TALL WMECo STEEL f--------------j TRANSMISSION STRUCTURE NO. 316 METROPCS ANTENNA ARRAY SCALE: 1/4" -1'-0" '" i § i 1,1 ~ eo I 0.. II> I U)~ ~ ANTENNA ARRAYS ANT-1 ¢ 10 (E) S£R'I1C£ (SEE POWER RI5ER) ,---24DV. 11, llf 'IWW~ BYPASS IIIElER lINIJAi. lRANSF'ER SIm:H (INCLUDED wI PlC) ~ PTe, ACOATA w/N Le, _______ L..., t20/24OY.2OOA 1...----"""" ...... PER NEe OOA-" JOA-" 2I!A-IP JOA-" ..J",... TIMER Gfl m.co ". (3) II t: (1) ftJG IN l"C (3) ,e &(1) fSG IN lOC (3) 112 ~ (I) 112G IN 2"C r--'-., I I I I I fUlUREi I CABiNETI I I I I I I L __ J ~ = = :,~sgDI = JIM, OISCONNECT TELCO CASIlOET (1oIESA SPAN) ONE LINE DIAGRAM ~ SCA.L£: NOT TO SCALE \::Y := :: ~ go"""'''N PANEL SCHEDULE 22,000 .ltc. ..... , cr I DESCRIPTlON IIOIlCElL SPARE SI'ARE ERICSSON &201 " 13 I SPARE " 17 " 21 2J SPARE FIJTIM[ CABO" SURGE SUPPRESSOR AIoIP I AIoIP I DESCRIPnON CKT , 100 I -I SPAll[ """ I : I """ SPAll[ "I-I:: 1::1 SPARE I 14 SPARE I 115 JO I 'T""'" I "I 20 LIGHT 01: TDoIER 20 20 1'0 I TELCO rIM (F REQ'O) 121 1 15 GFI RECEPTAClE 24 PANEL SCHEDULE f.\ SCALE: NTS FlEXIBL£ AlICIW:-CRWtII WARKER TO BE INSTALLfD E\elY 100' ~ AT DIR£C"II(W QlANIlES (BY J. II1UER llDUSlRIES, IIC OR APP'D EQUAL) \ { "'" "'" samJlE 40 cotOm FOR to ElEClRICAL AND lELEI'HlH !EIMCES SEE UlIUlY AN) SllE PL.ANS. PRO'JIDE APf'ROYED PUlL BOXES AS REQI..fiED, NIl COORDIfAlE NSTMlAlION w/ AU. U1lJTY COIIIPANES FOIl: INTEllFACIMC AT 1£RlINAlDI PONTS. PROWlE FW. LD«mI PUll. ROPES (TYP.). \::Y TWO """" \If 1-1/2" IIlI.IIIIOUS PAVDENT .... 'IEIJ.OW 'IAIIMNO TN'[ "HOi VlLTAGE" SA...a.rr 10 STRAICJfT MN EDGE IIEFOIIE PAwtG GRA'a lASE """""' ......... """"'" PIIOO!SSED ........ 4" WIt ON ALL !III[S NO'" OETAL AS SIt:JMII IS FOR SECOOARY EliCTIIIC SEIMCt. PRIIARY HII)I WlTAIE SERVICE REClIIRES 4" COfICRElE ENCASEIIDIT. BURIED CONDUIT DETAIL f.\ SCALE: NOT TO soo.E \5l TO '''"., .. PER UA/U. SPEc. = EXIST. U1lJTT POLE EnD HEAD :!:liw. ~ = EXIST. UnUTY POLE 'E"'E' ..... PROPOSED 2-GAHG METER !lANK '11TH 400 ... WAIN TN' BOX I', 120/24OV GROUND CONDUIT PER UTIUTY COMPANY _ENrs PRCI'. 'lELCO HAtlDHct.E (J)I5OOWCW t: (1) f2G -4"C I YAK[ AU. CQNN!C11ONS AS PER UllJrr CClIPNfI'S ftEIJJROOTS.-] 24OV, I', 3W K'Ml w./rIUAL BY-PASS YED Wj'1.OOA. 2P mwfT CIRCUIT BREAlCER AND lOCkABI.l BREAKER DOOR PlIOf'. !lACK PlASTIC I.AMINATE NAIII[JIlAlE 'M'IH 1;r lIfIITE LrnERS DENOlING CARRO NAWE "c II (3) 13/0 t: (1) I4G -<I"C r---1 I I I FlJlIJRE I ICABlNETI I I I I I I I EXIST. 4" CONOIJITS PRCP. (2) 4"C (1) r TELCO ClHQT W/ as P~ :i:4 Il.IAIX ICKY-PIC TELCO CA8L£ ~~WE3'~CO RISER DIAGRAM ® ~ RIGID SJm.. TO PtK: ______ ..J .. ,.,"" GRA.DE ~~ PVC SCHEDULE 40 SIZE AS SHOWN ON LAYOUTS SlUB-UP DETAIL f.\ SCAl..£: NTS ~ t-----4'-o":t:-----v-~~ AND MAHUAL Em>ASS I.E'ItR CN'PED (TIP) 'I : : 1 8--11@ 1 : : ' ",,"'TP,.,. (TYP) t FlEXIBLE COUPLINGS '. ". @rl .,l~1 AS REQI.IRED (F """"'~ "'" • RGS SOt 40 CQHOUITS F1tOW TRANSF'lJIIWER RGS CONDUIlS A8O'tt: GRADE AND lHROOGH $WEEI' (T'fP) ~~~40Wr-V, MIEAOED OlD (TIP) ;; ro....., RING (TIP Of 2) _ \" FIrIISHED ORADE -". 'i i' ;is -!::J ' , '" , ",to bU'" , ::Ii =-til!!' ,', ~ \ , , 'G, lliJ--'" :': ' L:..! ' 12" , IILAIN ., ", ' , CONCRETE PIER . ...., '" PI~ I r?A"""'-~ .... !IONS ro" """ED l'± M~~~ ;A:"=~: 5CALE: '" .. 1'-0" @ o S" 1'-0" 2'-0" J'-O· GEM PlUG r-l 1 J .- lELCO GROI.JrID BAR PPC DETAIL SCALE: 3/4""1'-0" o 8· 1'-4-2'-8" PROP. RA8 DUAL fLOOO LIGHT. pIN HB2B PROP. IN'DMA11C FH SERIES 50 .... llWER IN VIP PLASTIC CASE'. pIN E200 r----~---_r-~~~~ EQUIPMENT 'o'tHDOR = ll:,,~OI (J) IS t: (1) f&C -rc (3) II & (1) If'IG -2"C t' TELCO CONDUIT WJPt.U STRING WAIN ClRaJlT 8REAI<EA ELECTRICAL AND GROUNDING NOTES: £LECBIC!I. I. AU. El.ECTRICAI. WORK SIW.L. BE PERFORIoIED IN ACCORDANCE WITH THE PROJECT SPEClF1CA1'IONS IIID m .fl'La.BLE LOCN. CODES. 2. CONDUIT ROtmNGS ARE SCHOM.TIC. stJBCONJRAC'I'OR StW.L INSTALL CONDUITS SO lK\T ACCESS TO EOUIPWENl' IS NOT BLOCKm. 3. SBl\IICE TO EOUP. stW.L BE 12D/2~ VN;, 200 AMP, I', eo Hz. •. THE SUBCONTRACTOR IS RESPONSIBI..E FOR PROPERlY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT NSTAUA'OON IS TO PREVENT Nt( LOSS Of C~UITY IN THE GROUNDING SYSTEM OR DfoMAGE TO THE CONDUIT. llIlWlDIIOl 5. COW'RESSION GROUNO C~ECTlONS WAY BE REPlACED En' EXOTMERI.IIC (CADWElD) CONNECTIONS, e. ALL GROUND COHNEcnoNS BEI.DW GRADE SIW..L B( EXOTHERWC (CADWELD). 7. ~ GROUND COtfIIECTIONS NJOIE GRADE (INTERIOR I: EXTERKJR) SHALl BE fORMED USING HIGH PRESS CRIMPS. S. N..L EXOlHEJUC CONNECTIONS TO nit GROUND RODS stW.L START AT n£ TOP I: ~VE A VERTICAl. SEPARATION Of 5" FOR EVERY ADDmotW... CONNECJlON. 9. AU.. EXTERIOR GROUND CONNECTDNS SIW..L BE COATED WITH A CORROSION RESISTANT ""TERIAL 10. AU. EXT£RIOR !:ROUNO CONDUCTORS StW.L BE 12 AWG SOLID TINNED COPf'ER UNLESS OTHERWISE tlDlCAlED. 11. GROIJtI) RODS stW..l BE COPPER aAD STm.., 5/B"' la-FT. LOHG. AHD stWJ. BE DRIVEN VERTICAllY wmt 1HEIR TOPS 48" aaow FM. GRADE. 12. CONNECTlONS TO THE CROUND BUS SIW.l NOT BE DOUBLED UP OR STH:KED. IW:I< 10 IW:K CONNECTIONS ON OPPOSITE SlD£S Of THE GROlJN) BUS Nt£. PERlilmID. 13. USE Of !IO' BENOS IN THE PROTECTION GROI.IIDING CONOUCTORS stW.L BE AVOIDED WHEN -45' BENOS CAN BE ADEQUATn.Y SUPPORTID. 14. WOO'IlIJ),1 RESlSTMCE OF THE COMPLETm GROUND S'I'S1'EM SIWJ. NOT EXCEED 5 0tWS. TESTING SIW..L BE PERfORMED IN ACCORIWICE WITH PROJECT SPECIfT.ATXlN FOR FACIUlY GROUNDING, USING FALl OF POTINTlAL 'EIHOD . 15. ANJENNA GROOND KITS SIW.l lIE FURNISHED BY wETRO PCS NlD INSTAllED or CONTRAClCR. ® "'" o I®l ... • LEGEND: GROUND TEST WELL GROUND ROD DISCONNECT SWITCH WETER ClJ>WELD TYPE CONNECTION COWPRESSIOH TYPE CONNECTKIN ~ AUXo 200A CIRQJIT BREAKER "C) o o o (.'\ \.57 4'-0" ~ ~-- GROUNDING WIRE REPR£SEHTS DETAIL NUWBER REF. DRAWING Nut.IBfR .... rrcw COTIE ClGlTE DOG [lIT .... pes "" RGS "'" TYP ABBREVIATIONS: AIiERICAN WIRE GAUGE BARE COPPER WIRE CCWC GROUND BAR EXlERtW. CCWC I$OL.TAEO GROUND BAR EXTERIrW. Ill ..... " nEC'TR1CAl WETALUC lUBNC M.\STER GROUND 8M PERSOM. COtAIUNICATION S'f'STEU RIGID (SCH, 40) f'OI."MNYl Ctt.ORIDE CONDUT RIGID GALVANIZED STm RN:EY/Ay TYPICAl metroPCS. Unlimit Yourself. 285 BIU!RICA RO.ID lHRl A.OOR CHEUISFORD, IotA 01824 m. (918) 244-7200 FAX (918) 244-7240 CHAPPELL ENGINEERING _ASSOCIATES. Ll..C eMI . Structural· Land Surveying R.K. EJCECUTNE CENTRE 201 BOSroN POST RO.ID WEST, sun: 301 ~,1otA01752 (508) 481-7400 www.chaPJ»llengineering.com DATE '~_' __ 'ItC ~ .. ,,-~---- 5!!E NAME· SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE AQDBESS' 695 COOPER STREET AGAWAM, MA0100l MAWlNG TID E' METRO pes ONE-UNE DIAGRAM, RISER, DETAILS & NOTES CIlHGNQ:0 E-1 - - Unlimit Yourself. SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STRUCTURE #316 695 COOPER STREET AGAWAM, MA 01001 HAMPDEN COUNTY ® ., '1!m;fUN Ar"RO\t.>··.~ /ItIIiI?i'HW PlANN1NG ~ . 19f}vU 7-/t! ;;O/~ SITE TYPE: COLOCATION ON EXISTING TRANSMISSION STRUCTURE SITE INFORMATION: LANDOWNER: STRUCTURE OWNER: STRUCTURE OWNER SITE 10: APPLICANT: SITE ADDRESS: COUNTY: LATITUDE: LONGITUDE: ZONING CLASSIFICATION: ZONING JURISDICTION: TAX ID PARCEL NUMBER: ARCHITECT / ENGINEER: POWER COMPANY: TELEPHONE COMPANY: SITE ACQUISITION MANAGER: CONSTRUCTION MANAGER: OPERATIONS MANAGER: WESTERN MASS ELECTRIC COMPANY P,O. BOX 270 HARTFORD, CT 06141 WESTERN MASS ELECTRIC COMPANY P.O. BOX 270 HARTFORD, CT 06141 STRUCTURE #316 MetroPCS MASSACHUSETTS, LLC. 285 BILLERICA ROAD, THIRD FLOOR CHELMSFORD, MA 01824 (978) 244-7200 695 COOPER STREET AGAWAM, MA0100l HAMPDEN N 42'-04'-20,24' W 72'·38'·30,74' A2 (RESIDENCE A·2) / AG (AGRICULTURAL) TOWN OF AGAWAM MAP H·ll BLOCK 3 LOT 1 CHAPPELL ENGINEERING ASSOCIATES , LLC 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA 01752 WESTERN MASS ELECTRIC COMPANY P.O. BOX 270 HAflTF9RQ; GT 1l€i141 VERIZON 185 FRANKLIN STREET BOSTON, MA 02107 (800) 941-9900 KELLIE DUNN (978) 244·7200 DAVE BEAN (978) 244-7200 MIKE WILBANKS (978) 244·7200 VICINITY MAP SCALE: 1"=1000' DRIVING DIRECTIONS TAKE 1·495 SOUTH TOWARD MARLBORO / TAUNTON. TAKE EXIT 25B FOR 1-290 WEST TOWARD WORCESTER, TAKE EXIT 7 FOR 1·90 / MASS PIKE. MERGE ONTO 1·90 WEST TOWARD SPRINGFIELD / ALBANY. TAKE EXIT 6 FOR 1-29 1 TOWARD SPRINGFIELD / HARTFORD, CT, TURN LEFT ONTO 1·291 WEST, TAKE EXIT lA TOWARD 1-91 SOUTH / HARTFORD, CT, MERGE ONTO 1·91 SOUTH, TAKE EXIT 3 TO MERGE ONTO US-5 NORTH TOWARD AGAWAM / MA-57, TAKE THE MA·57 EXIT TOWARD AGAWAM / SOUTHWICK. AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO THE MA-57 WEST RAMP. CONTINUE STRAIGHT ONTO MA-57 WEST. TAKE THE MA-75 EXIT TOWARD AGAWAM / WEST SPRINGFIELD, KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR SUFFIELD, CT, / MASS 75 SOUTH. TURN RIGHT ONTO MA·75 NORTH / SUFFIELD STREET. TURN LEFT ONTO COOPER STREET. SITE IS LOCATED ON THE LEFT HAND SIDE. APPROVALS STRUCTURE & LAND OWNER: FIELD CONST. MGR : RF ENGINEER: SITE ACQUISITION AGENT: ARCHITECT/ENGINEER: SHEET INDEX l~' DWG, DESCRIPTION REV. T-l GN·l C-l C-2 A·l 5-1 S-2 EL-l ANT-l E-l E-2 TITLE SHEET GENERAL NOTES PROPERTY PLAN SITE PLAN & NOTES COMPOUND PLAN & ELEVATION METRO PCS EQUIPMENT PLAN, SECTIONS & DETAILS METRO PCS SCHEDULES & DETAILS POLE ELEVATION ANTENNA ARRAYS METRO PCS ONE·LlNE DIAGRAM, RISER, DETAILS & NOTES GROUNDING DETAILS DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PROJECT DESCRIPTION 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE, 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION, 4, NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 5, NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION, 4 4 4 4 4 4 4 2 2 4 4 6. METRO PCS MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. metroPCS~ Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING ASSOCIATES, LLC C ivil ' Structural· L.and Surveying R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA 01752 (508) 481-7400 www.choppelieng ineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUIAENT. REVISIONS 4 07/30/12 ZONING/CONSTRUCTION REVISED 3 06/15/12 ZONING/CONSlRUCTION REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 04/03/12 ISSUED FOR ZONING/CONSTR. 0 02/24/12 ISSUED FOR Z/C REVIEW REV. # DATE DESCRIPTION PROJECT NO. DESIGNED BY: JMT SCAlE: 736.416 DRAWN BY: NWC AS SHOWN SITE NAME: SPMOO98F ~ .' WMECO MILL STREET (" .~. .. -. . AGAWAM --0,-. WESTERN MASS ELECTRIC COMPANY STR. #316 SITE ADD RESS: 695 COOPER STREET AGAWAM, MA01001 DRAWING TITLE: TITLE SHEET DRAWING NO: T-1 - .-=.. '-. -, <n -'" !il ., C") --1 ':::::.J Z UJ ,-" ;U < " I'T1 U) GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFlNmONS SHALL APPLY: CONTRACTOR -METRO PCS SUBCONTRACTOR -GENERAL CONTRACTOR (CONSTRUCTION) OWNER -!.CETRO PCS OEM -ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDI\IIG SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ' ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY REGARDI\IIG THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL. STATE AND FEDERAL JURISDICTIONAL CODES, ORDINANCES AND APPUCABLE REGULATIONS. 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTUNE ONLY. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING IAATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATIED ON THE DRAWINGS. 7. Tile ~UDCOHmACTO~ ~HALL IN:>TAU. IIU. f:QUIPMENT AND MATERI.'\I,.;) IN Al.-uJRDANCE WITH MANU~AI,;IUKtI(:; RECO~MENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 9. SUBCONTRACTOR SHALL DETERutNE ACTUAL ROUTING OF CONDUIT, POWER, T1 CABLES AND GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTlUZE EXISTING TRAYS AND/OR SHALL ADD Nf)I/ TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR AND/OR LANDLORD PRIOR TO CONSTRUCTION. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVE~ENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DA~AGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF AU SCRAP f.tATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROU THE EXISTING FACILITY. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION AND RETURN DISTURBED AREAS TO ORIGiNAl CONDITIONS. 13. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, ~ETHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 14. SUBCONTRACTOR SHALL NOTIFY CHAPPELL ENGINEERING ASSOCIATES, LLC 48 HOURS IN ADVANCE OF POURING CONCREnE OR BACKFlWNG TRENCHES, SOONG ROOF AND WALL PENETRATIONS AND POST DOWNS, FINISHING Nf)I/ WALLS OR FINAl ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. 15. CONSTRUCTION SHALL COMPLY WITH ALL METRO PCS STANDARDS AND SPECIFICATIONS. 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ~UST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 17. THE EXISTING CELL SITES ARE IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORf.tAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATIED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATIE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTIER MIDNIGHT. 18. IF THE EXISTING CELL SITE IS ACTIVE, ALL SAFElY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAl RF EXPOSURE MONITORS ARE TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SITE WORK GENERAL NOTES; 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTIUTIES WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOdrED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRIWNG PIERS AROUND OR NEAR UTlUTIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CRf)I/. THIS WILL INCLUDE BUT NOT BE UMITED TO A) FALL PROTIECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL 8E REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. THE SITIE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPIAENT AND TOWER AREAS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN f.tATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 7. THE SUB GRADE SHALL BE COMPACTIED AND BROUGHT TO A SMOOTH UNIFORIA GRADE PRIOR TO FINISHED SURFACE APPLICATION. 8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILmES, WHICH INTIERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILITIES. 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVf)l/AY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABIUZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL ~EASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES FOR EROSION AND SEDIMENT CONTROL. 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE METRO PCS SPECIFICATION FOR SITE SIGNAGE. CONCRETE AND REINfORCING STEFL NOTES: 1. ALL CONCREnE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINI!.CUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. A HIGHER STRENGTH (4DOOPSI) f.tAY BE USED. ALL CONGREnE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE REQUIREMENTS 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPUCES SHALL BE CLASS "B" AND AU HOOKS SHALL BE STANDARD, UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCREnE EXPOSED TO EARTH OR WEATHER: #6 AND lARGER .......................... 2 IN. #5 AND SMALLER & WWF ............ 1~ IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL .......................... ~ IN. BEAMS AND COLUMNS ................ 1~ IN. 5. A CHAMFER W SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2 . .t. 6. INSTALLATION OF CONCREnE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SDHALL CONFORU TO THE f.tANUFACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRIWNG HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIIAU~ ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY SIMPSON OR APPROVED EQUAL. 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (lBC1905.6.2.3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONGREnE SUPPUER; (A) RESULTS OF CONCRETIE CYUNDER TlEST PERFORUED AT THE SUPPUERS PLANT. (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETIE GRADE SUPPUED. FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYUNDER TEST. 8. AS AN ALTIERNATIVE TO ITEU 7. TlEST CYUNDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF CONCREnE FROM EACH DIFIFERENT BATCH PLANT. 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AlFTER PAD IS POURED, UNLESS IT IS VERIFIED BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. STRUCTURAl. STEEL NOTES; 1. ALL STEEL WORK SHALL BE PAINTED OR GALViNIZED IN ACCORDANCE WITH THE DRAWINGS AND METRO PCS SPECIFICATIONS UNLESS OTHERWISE NOTED. STRUCTURAL STEEL SHALL BE ASTM-A-36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION". 2. ALL WELDING SHALL BE PERFORMED USING E7DXX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "~ANUAL OF STEEL CONSTRUCTION", 9TH EDmON. PAiNTIED SURFACES SHALL BE TOUCHED UP. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS <*"0) AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING f.tAY USE ~" DIA. ASTM A 307 BOLTS (GALV) UNLESS NOTED OTHERWISE. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVlf)I/ & APPROVAL ON PROJECTS REQUIRING STRUCTURAL STEEL 6. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AlSC SPECIFICATIONS. SOIL COMPACTION NOTES FOR SLAB ON GRADE: 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTIEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. 3. AS AN ALTERNATE TO INSPECTION AND WRITTIEN CERTIFICATION, THE "UNDISTURBED SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT", USTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR MAXIMUIA DENSITY PER ASTM 0 1557 METHOD C. 4. COMPACTED SUBBASE SfW..L BE UNIFORIA AND LEVELED. PROVIDE 6" MINIMU~ CRUSHED STONE OR GRAVEL COMPACTED IN 3" UFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100% PASSING '1 SIEVE. 5. AS AN ALTERNATE TO ITEMS 2 AND 3, THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATIED SINGLE DRUM VIBRATORY ROLLER (SUCH AS BOMAC BW SSE). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTIED AS STATIED ABOVE. COMPACTION EQUIPMENT: 1. HAND OPERATIED DOUBLE DRUU, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. CONSTRUCTION NOTES: 1. FIELD VERIFICATION: sUllCO~AEfOO sttAl.l flRB v[~IFf Sffi13E OF WORK , Mff~(j /3Cs MlT[NNA PI.ATfO~1.l LOCATION Mil) UTILITY TRfNCNWOR/( 2. COORDINATION OF WORK: SUBCONTRACTOR SHALL CooRDINATIE RF WORK AND PROCEDURES WITH CONTRACTOR. 3. CABLE lADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY AND/OR ICE BRIDGE, AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE Nf)I/ BTS LOCATION. ELECTRiCAl INSTAll ATiON NOTES: 1. WIRING, RACf)l/AY, AND SUPPORT METHODS AND f.tATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR SHALL MODIFY OR INSTALL CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABUNG TO THE Nf)I/ BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTIRACTOR FOR APPROVAL 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TlELCORDIA. 4. CABLES SHALL NOT BE ROUTED THROUGH lADDER-STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION. OR EQUAL). THE IDENTlFlCATIOI'I METHOD SHALL CONFORM WITH NEC AND OSHA, AND MATCH INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E.. HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND. ~ INCH PLASTIC ELECTRICAL TAPE WITH UV PROTIECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC AND OSHA. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAf.tACOID PlASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 8. PANELBOAROS CiD NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAf.tACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (134 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATIED FOR 90 'C (WET AND DRY) OPERATION; USTED OR LABELED FOR THE LOCATION AND RACf)IIAY SYSTEM USED. UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (*6 AWG OR lARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, ClASS B STRANDED COPPER CABI.E RATED FOR 90 'C (WET AND DRY) OPERATION; USTED OR LABELED FOR THE LOCATION AND RACf)l/AY SYSTEM USED. UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATIED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR #2 AWG SOUD TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#34 AWG OR lARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; USTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY HARGER (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75"C (90'C IF AVAILABlE). 15. RACEWAY AND CABLE TRAY SHALL BE LlSTIED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 16. Nf)I/ RACf)l/AY OR CABLE TRAY WILL f.tATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLC TUBING (EMf), ELECTRiCAl NONMETALLC WBING (ENT), OR RIGID NON!.CETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (lMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 20. RIGID NONMETALLC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAmc. 21. UQUID-TIGHT FlEXIBLE METALLC CONDUIT (UQUID-TIlE FlEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FlEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FlmNGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SETSCRf)I/ FlmNGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES AND WIRf)l/AYS SHALL BE USTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WIITH NEMA, UL, ANSI/IEEE AND NEC. 24. CABINETS. BOXES AND W1REWAYS TO f.tATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIRf)IIAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATIED NEf.tA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 26. EQUIPMENT CABINETS, TERMiNAl BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEf.tA 1 (OR BETTIER) INDOORS, OR NEf.tA 3R (OR BmER) OUTDOORS. 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATlED, OR NON-CORRODING; SHALL UEa OR EXCEED UL 514A AND NEf.tA OS 1; AND RATIED Noo 1 (OR BETTIER) INDOORS, OR WlEATHER PROTECTED (WP OR BETTER) OUTDOORS. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEf.tA 1 (9R ~~R) !@99R~, 9R W£ATlisR PI<()TsgT~1) [wP OR Br:m:R) OUTDOORS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FRO~ THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPUCABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. 31. ALL ELECTRICAL WORK SHALL BE PERFORMED 1\11 ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL CODES. 32. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. metroPCS~ Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil · Structural· Land Surveying R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH. MA 01752 (508) 481-7400 www.choppellengineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOLATION OF LAW FOR AIoN PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TD ALTER THIS DOCUMENT. REVISIONS 4 07/30/12 ZONING/CONSTRUCTION REVISED 3 06/15/12 ZONING/CONSTRUCTION REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 1 04/03/12 ISSUED FOR ZONING/CONSTR. o 02/24/12 ISSUED FOR Z/C REVlf)I/ REV. # DATE DESCRIPTION PRO.£CT NO. DESIGNED BY: JUT SCAt£: 736.416 DRAWN BY: NWC AS SHOWN CHECK'D BY: JUT SITE NAME: SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE ADDRESS: 695 COOPER STREET AGAWAM. MA01001 DRAWING TITLE: GENERAL NOTES DRAWING NO: GN-1 \ \ \ \ \ \ \ \ \ /'-1 \ \ t~, ~\ -~ "1 \ \ \ i'~: \ 'f. \ _--- \ \ W: \ ~ ~ ;~; ,- \\ ~~ 1 '\\ ig \0 ~ 111-2-03 nit JOHN R. AUCEUA 25 WRENWOOO LANE AGAWAM, MA 01007 BK. 78258 PG. 47 \ \ \ i ..J5t-10 o~~~o~L~~ci~~ eO'l~r \ \ \ .. 1· ..".;;> :.:,.. ;; ? :.c '6 ,~-, __ \ \ :'. 9 "\ \ -;.'~--'-'~'_.-- ---\. --\ ---;. 1-~. \-'; .. ! ---.~ -- / . "\' I~ -' \' \ \ ~ \. 1';;:2-02 .. _ • ~_~ •• $1 . \ \ ;{, \ i< ~ ~, eL ..J.\. • ANTHON;1. LlOUORI .•• • • .......... "\ ..--..--..--..--.......... \ _ \ _ .......... ..--H17-2-73 ~ -r nlf. . ' \ \ ~ \ \ \ \ \ \ TOWN OF AGAWAM AGAWA M LIBRARY 36 MAIN STREt1 \ AGAWAM, MA 07001 \ \ \ \ \ \ ~ 658 COOPER ST. ) .......... \ \ '.' r \ .. \ :., , AGAWAM. MA 07001 '..: .. 4~.., .~ \ tJK. JT<f2 FG. 568 ___ \ _ ¢S • \ II :;t. \ ~~ 0? Hf1;}f-12 \ .......... .......... .......... "\ .......... .......... \ KIM M. MURPHY & \ .......... JOSEPH BARBERO \--" ~ I "t! .... ~~ 7,6 COOPER ST. \ .. '.... \ ~"'.;. A~~!Ac:~~R07;OI \ VA 1J1 -2-01 \ ...... AGAWAM. MA 01001 ';, \ \ \ ',0' B 907 PG 540 It:J \ / --"I BK. 10227 PG. 328 I ;.; ":'; K 11. \ nlf \ \ .......... \ .i\ \l ~ '" '." IRENE F. LIQUORi I r .......... .......... \ ~ ~~:~i~~:~7. ~~\ ~ \ \ ~\:~ \ 1}~1;:~;:'0~%7 \ / AGAWAM, MA 01001 \ ~.; \ \ \ \ '.~. \ . ~K 70742 PC. 327 /I ~~ " ~ ~ ~~: COOPER STREIT _o,WJ- .1 _~~_OKW '------ / / OHW--OHW ___ · ... OHW~ (jI'~ / \ I I \ ANTONI;' ilOUORI \ .;:~ HW OHW \ \ AGAWAM, MA 01001 _ ¢ . A2 \ 177-7-36 \ \ \ \ \ \ \ \ \ \ \ \ BK. 9084 PG. 252 .. ".¢~ _ • " 175.Bl a I i!, \ \ VALERIE 1w~ERSKI & \ \ \ _ ¢ \ BARBARA DUBIEL \ ~ ... ¢_. \ 677 COOPER ST. \ \ ~~ • ¢i \I ;: \ AGA WAM, MA 01007 o,,'otl--\ .... ~._ • _~_.:.:H.:..11~-.;;J_-.:..1 _____ -""-ffi_ \ _ I S~) ) '.'~.. \ BK. 70764 PG. 576 \ \ .--::;:; ~ -• ¢ WEn:S'TIlt""'%! MASS ~~. ''''''~/,' :~. \ \ \ \ _ .... "'I¢Pi\ ELECTRIC CO. \ \ A I ~I \ ~ • ·SB FNO \ " '." -\ ___ ........ • -... ¢.,.#~ -\ ~#oRr~l~~14' \ \ V ;::l; \ \ - --~ \ ... _s • ..... ¢~ .. -BA lAN/'k~1 =~,5-AC,:J: '~r=.'" J .~ __ •• --r • --• • \ ~ • \ PROP. METRO PCS ':~I \ ~ \ EQUIPMENT WITHIN PROP. 'l gl ~ \ 10'-0·X1~;~~~~~E AREA------~.~ l, ~\\\ AG \ \ \ S8 FNO \ \ \ \ IRENE, JOELLEN 1~/CHARO CURRAN I \ ;> ~.;; \ P.o. BOX 473 \ 0.1.·.· A , \ ~ \ WEST SPRINGFIELD, MA 01090 ~ BK. 3714 PG. 566 \ 'i .. ,. \~ 111 -1-37 PROP. METRO PCS PANEL ANTENNAS (1 PER SECTOR, TOTAL OF 6) MOUNTED TO PROP. TRANSMISSION ~ v; nlf \ 177-7-35 nlf PASQUALINA & JOHN BONA VITA 659 COOPER ST. AGAWAM, MA 01007 BK. 16878 PG. 269 \ \ \ \ Ace~:~:~ 1;;~::,:~;~~~~ r.:, ~ < .~ \ ~ '"~~Q",""'" \ \ -.... --. --...... ~\ \ ~ \ \ \ a _ ~ {':C '" t-----";,~+, -!..\-~IS~E r:~~~~SI(; ~:gO) \ \ 1 .... ItliVRY E.~\ 5.14' < \ I \ OoO{/R~ ~:;\ ~~7~~FN~O ~2'~~' ~:::::::::--___ ~ ____ --+----. RolllC "., 1#6'ft~... ~.;.:, ~ \77"~8'J2iv L=56.94' b .J/ ,.,r .... rd;~ ~ ","" \ R=1000.00 I ' \'~ \ \\ -. I I \ i\\ •• ~\ \ , ... \ " ~ ~~ -c T .,::?; 0 0 .J..-\ ,. I .-4 .~~_ ~ ?; 3= <~:: T. b ... I I \L •• -, •• , ;> •• A2 '. \ '. 0 I - " '-.. It.: .... :c ~ 6 15\ \ " ~:\ I \ _. '-.,' \ \ \ -" '-.{+. \ ~" '. ROPERTY PLAN SCALE; 1" = 60'-0" F' II .: .. ~ \ ~ .<7 ('''.:r :C 6 \ .. -c ..-, o. --- -o 30' 60' 120' 180' -.. \ / - I / m / / / / PLAN REFERENCES -DEED BOOK 3714 PAGE 566 -PLAN BOOK 312 PAGE 54 -PLAN BOOK 352 PAGE 102 -PLAN BOOK 355 PAGE 66 -PLAN BOOK 382 PAGE 101 -PLAN BOOK 5104 PAGE 1 -PLAN BOOK 5104 PAGE 2 -PLAN BOOK 5104 PAGE 3 -PLAN BOOK 6562 PAGE 16 -PLAN BOOK 6563 PAGE 1 -PLAN BOOK 6563 PAGE 2 -PLAN BOOK 7138 PAGE 1 -PLAN BOOK 713B PAGE 2 GENERAL NOTES: 1. FIELD SURVEY DATE: 2. VERTICAL DATUt.1: 3, HORIZONTAL DATUM: 4. SITE COmROL POINT: 5. LAND OWNER 6. SITE NAME: 7. SITE ADDRESS: B. APPLICANT: C. JURISOIr.TION: 10. TAX ID: 1 1 , DEED REFERENCE: 12. PlAN REFERENCES: 13. ZONING JURISDICTION: 2/21/12 NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD8B) NORTH AMERICAN DATUM OF 1983 (NAD83) CENTER OF TRANSMISSION STRUCTURE #316 LATITUDE: N.4Z-04'-20.24" (NAD 83) LDNGlTUOE: W.72'-38'-30.74" (NAD 83) WESTERN MASS ELECTRIC COMPANY P.O. BOX 270 HARTFORD, CT 06141 Wt,jECO MILL STREET AGAWAM 695 COOPER STREET No;AWAM, MA 01001 MetroPCS MASSACHusms, LLC. 285 BIUERICA ROAD, THIRD FLOOR CHELMSFORD, MA 01 B24 TOWN OF AGAWAM MAP H-11 BLOCK 3 LOT 1 BOOK: 11, PAGE: - TOWN OF AGAWAM ASSESSOR/GIS IAAPS 10. (RESIDENCE A-2) / No; (AGRICULTURAl) 14. AU UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED FROM SURFACE EVIDENCE AND PLANS OF RECORD. AU UNDERGROUND UTiLmES SHOULD BE LOCATED IN THE FIELD PRIOR TO THE COMUENCEMENT OF ANY SITE WORK. CAU DIGSAFt 1-B88-344-7233 A MINIMUM OF 72 HOURS PRIOR TO PLANNED ACTNIlY. 15. THE PROPERlY LINES SHOWN WERE COMPILED UTILIZING TOWN/CllY ASSESSOR'S PLANS, RECOROED DEEDS AND PLANS OF REFERENCE AS INDICATED. A COMPlETE BOUNDARY SURVEY WAS NOT UTILIZED IN THE PREPARATION OF THESE PLANS. 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C (AREAS OF MINIt.lAL FLOODING) AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE TOWN OF AGAWAM, COMMUNITY PANEL 250133 MAP DOO2A DATED 02/01/1978. 17. BEARING SYSTEM OF THIS PLAN IS BASED ON GRID NORTH. GRID NORTH WAS ESTABUSHED FROM GPS OBSERVATIONS. IT IS NOT INTENDED TO BE AN EXACT REPRESENTATION OF TRUE NORTH. LEGEND ;c.; .,~,~:;[",~ "ZJS,,",;" c ,;c.,c c'::';;;;::":i.::':;'.~ '7·;,:,; ,'e; EXISTI t-IG ROW/EASEMENT ---------PROPERlY LINE ----------------ABUTTING PROPERlY LINE -----------------EXIST. EASEMENT -x--x--x--x---EXIST. CHAIN LINK FENCE EXIST. STOCKADE FENCE EXIST, EDGE OF PAVEMENT ---OHW---OHW--- ---OHW---'OHW--- --TjE--TjE--T/E-- EXIST. OVERHEAD UTILITIES PROP. OVERHEAD UTlUTIES PROP. UTlUTIES EXIST. UTlU1Y POLE • • __ a • • --ZONING BOUNDARY --___ r TOWN LINE ZONING DISTRICT LEGEND A2 AG BA m BB RESIDENCE A-2 AGRICULTURAl BUSINESS A INDUSTRIAl B BUSINESS B ZONING INFORMATION ZONING DISTRICT: 10. (RESIDENCE A-2) / AG (AGRICULTURAl) DESCRIPTION REQUIRED MIN. LOT AREA: 15,000 SF MIN. LOT FRONTAGE: 110' PROPERTY SETBACKS FRONT 30' SIDE (ACC.) 5' REAR (ACC.) 5' MAX. HEIGHT 35' NOTE: EXISTING 1.5 AC.± 200.2'± 137.8'± 23.5'± 286.0'± 0.0' PROPOSED N/A N/A 150.2'± 20.0'± 260.5'± 167.0'± 1. PROPERlY PlAN BASE ON TOWN OF AGAWAM ASSESSORS MAPS AND FIELD VISIT BY CHAPPEU ENGINEERING ASSOCIATES, UC. ON 2/21/12. 2. SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EQUIPMENT TO PROPERlY UNES. metroPCS. Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING ASSOCIATES. LLC Civil. '<;:trJ 'lO ti Ira! . Land Survevino , ., R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA 01752 (508) 481-7400 www.chappeliengineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOLA1l0N OF LAW FOR Ali'! PERSON, UNLESS THEY ARE ACTING UNDER THE OIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. REVISIONS 4 07/~/12 ZONING/CONSTRUCTION REVISED 3 06/15/12 ZONING/CONSTRUCTION REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 1 04/03/12 ISSUED FOR ZONING/eONSTR. o 02/24/12 ISSUED FOR z/e RDAEW REV. # DATE DESCRIPTION PROJECT NO. DE:sIGNED BY, JIlT SCAI.£: 736.416 DRAWN BY: NWC 1" = 60' CHECK'D BY; JIlT SITE NAME: SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE ADDRESS : 695 COOPER STREET AGAWAM, MA 01001 DRAWING TITLE: PROPERTY PLAN DRAWING NO; C-1 HI1-2-11 n/t ANTONIA IIQUORI 716 COOPER S T. AGAWAM, UA 01001 BK. 10227 Pc. 32B I I "\ / I / t ,\\ \ '\ '~\ \ \ f l I ".' 1\ ~~, \ I \ \ ~ ) ~ \ I:; / '? \ ~ ~~, / HII~-1 4 \ AN TONIO LIQUORI \ 700 COOPER sr )H. AGAWAM, MA 01001 \ \ \ , 3 cI: o \ \ I 3 5 \ \ 3 15 / ~;~ BK. 10742 Pc. 321' \ 31 ~ESTERN MASS £\fC1RIC \ 150.0' WIDE R.O,W. I / 1 [~r-----\ \ IP / \ l~ ! " 3 /63/1/7 , , :. \ \ \ \ U/P \ '/407/23 I I \ \ \ \ \ \ N84'29'35"E \ \ \ I \ t APPROX.) \ \" 3 \ \ , \\ "'\ \ \ \ \ \ \ \ '$ \ 5\ I \ I / \ \ \ \ , \ \ \ / / / / 1 1 I / / '" ' <:0 ' g 'i? ~ (n / H17 -2 -72 n/I KIM M. MURPHY JOSEPH BARBERO 668 COOPER sr AGA WAM, MA 01 001 BK, 11907 PC, 540 0== COOPER STREET CB CB /, \ '1 / " 1/ \ \ \ \ (PUBLIC -50' WIDE) --- j';\ ~. ri+---r----~'il----__I:__----PROP, METRO PCS 10' WIDE OHW- V /t '\ I \ \ \ \ H"-J-' \ 1 1 1 \ ACCESS AREA FROt.I PUBlJC R,O.W. ':~--~ I ' / I ~ <n " HI 1-3-2 nit IRENE, JOELLEN & RICHARO CURRAN P,O, BOX 473 WEST SPRINGF7ELD, MA 07090 BK, J774 PC, 566 / ~~i \ I ~.\<&., I 1\Yl> I I \ ~ \1 \ \ I \. \ \ I 1\ I \ \ 1 " , \ I \' ,~ \ U'_\ Lf ~ -;; --'-\ \\'{'~ \ \ \ I I \ \ \ \ \ I I I \ I "--\ , I I I I PROP. METRO PCS 5' \ \ \ WIDE UTIUTY AREA ----'lr----'-->., \ I I \ I p \'1 : ;ti \ ?, \ \ B \ \ \ \ \ I \ PROP, U/G ELEe. \ RUN FROIA EXIST. t-;~+---\\:-r---'--!-...:1;' I UTILfTY POI.£ , , , / I .' . , I \ \ " \ "- \ \ \ \ \ \ " "-\ \ -\ '& \ o POST \ I I \ I \ \ \ \ \ \ \ \ n/f WESTERN MASS ELECTRIC CO, P,O, BOX 270 HARTFORD. CT 06141 8K. 11 PG. - lAND AREA = 1.5 AC,% \ \ ~,.., <-<'U :--> \ \ \ \ \ I'" \ 'L I '.. ~ \ \ 0 /' \ ~ '~ \ \ ~ \ \ \ \ \ Co. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '-" " " \ \ \ '- \ \ \, I .... _-,- TRANSMISSION STRUCTURE /22B9 (TBR) \ \ \ \ \ \ , I I I p \'1 ~ " <:'> ' ,:>' ,~ ': -Q ,,;:,,~, I ' " I I 1 1 I \, \ \ \ \ \ \ \ \ \ \ --~I-----.--+~:-:I PROP. METER BANK .... \ PROP. U /G TELCO fi~!/t.~]i~~i:~~~~'\=r~:=:: ~~----i+-----+-+::--:-l RUN FROM PROP. rl~~~~~ .:.; TELCO HANDHOLE PROP. METRO PCS 1 , 1 EQUIPMENT CABINETS WITHIN I-:::-:-+---I--L-+-+---'&:----\>~-\-:;i_I'_;L-_H~ PROP. lAESA SPAN 11'-0·x16'-0· LEASE AREA ;~~ __ U~~/J~;-~t-;~l~~==::::1~{i~~~~~=-7:'::'f--it--~-\O-~~~~-'i~--*--{\----lr-I f' \ \ , PROP. METRO PCS ICE BRIDGE \ RELOCATED T-IAOBILE MOUNTED LOW TO GROUND \ \ \ I I I I EQUIPMENT WITHIN PROP, PROP, METRO PCS GPS/GSM "..._-v" ~ I \ \ I \ 15' -o·x16' -0' LEASE AREA I 0!:' ...... ,..,1 I t-V.A.?"~ . 1::: \ \0<.,0.('0 - ANTENNA MOUNTED TO PROP. t-';;-"';;-+---r ICE BRIDGE PROP, U/G COAX t-';;-'7-t---1'" 1\ \ I 1 1 PROP, METRO PCS PANEL ANTENNAS (I PER SECTOR, TOTAL OF 6) MOUNTED TO PROP, TRANSMISSION t-';;-"-:::-+:::-.,-+--';--'L.:,.-l.--',/ STRUCTURE #316 0 154'-0· A.G.L ~a'A' FUTURE TRANSMISSION STRUC1URE #316 ---VI I / II, _CC \-/ lANDSCAPE BUfFER @ STRUCTURE BY NORTHEAST UTIUTIES (SIZE & TYPE TBD) \ , \ /// U/P /407/22 , I SCALE: 1· = 20'-0· I II\I ,,\~ 111\1 \ 1,1\,' 1\I\i' ) I \ I I I / I 1 1 1 \ ( TRANSMISSION / I / I, \ STRUCTURE #754 'I I \ I \ \ I I /A\ ... "\ I I I / // \ \ I I , / i;./ JII'\ " /, \ I '---PROP. 6' HIGH CHAIN UNK I / FENCE (18' -0"x30' -0·) /'1/ / \1\ / / I I \ I ;' 3 / I I \ I I I I / \ \ I I / \ \ -I / I gl -k. I \ \ I 'f' TRU~ I -----EB o 10' 20' 40' 50' I 1 1 I I I \ \ \ \ .' \ \ \ \ I \ I \ \ \ I. \ I \ I I _____ -OHW------ \ \ \ \ \ \ \ \ \ _OHW--- OMW--- NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING All NECESSARY CONSfRUCTION CONTROL SURVEYS AND MAINTAINING ALL UNES AND GRADES REQUIRED TO CONSTRUCT All IMPROVEMENTS SHOWN HEREIN. 2, All DIMENSIONS S~WN THUS ± ARE APPROXIMATE. THE CONTRACTOR SHALL VERIfY ALL DIMENSIONS AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH PROJECT OWNER PRIOR TO CONSTRUCTION. 3. NORTH ARROW SHOWN ON PlANS REFERS TO APPROXIMATE TRUE NORTH, PRIOR TO THE Sf ART OF CONSTRUCTION, ORDERING OR FABRICATING Of ANTENNA MOUNTS, CONTRACTOR SHALL CONSULT WITH PROJECT OWNER'S RF ENGINEER AND FIELD VERIFY All ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. 4. THE CONTRACTOR AND OR HlS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE Sf ATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 5, ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION UNES AND SUPPORT STRUCTURES. 6. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQU1PMENT SHALl BE PROVIDED BY THE PROJECT OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT OWNER SUPPUED MATERIALS IS ATTACHED TO THE BID DOCUIAENTS (SEE EXHIBIT 3), All OTHER HARDWARE TO BE PROVIDED BY THE CONTRACTOR. CONNECTION HARDWARE SHALL BE STAINLESS STEEL 7. WHEN ·PAINT TO MATCH· IS SPECIFIED FOR ANTENNA CONCEALMENT, PAINT PRODUCT FOR ANTENNA RADOME SHAlL BE SHERWIN WIUJAIAS COROTHANE II. SURFACE PREPARATION AND APPUCATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND PROJECT OWNER'S GUIDEUNE'S. 8. COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT, CABLE AND All APPURTENANCES REQUIRED FOR PROPER INSfAUATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBlLfTY OF THE CONTRACTOR. 9. All UTIUlY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTiUlY COMPANY REQUIREMENTS AND SPECIFICATIONS. 10. All (E}ACTJVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTIUTJES WHERE ENCOUNTERED IN THE WORK, SHALL RELOCATED M; DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN \ EXCAVATING OR PIER DRIlLING AROUND OR NEAR UTIUTJES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 1/1 -7-37 n/t MAR Y &-AOELE BONA 11 TA 6B3 COOPER ST. AGAWAM, MA 01001 BK. 7432 PC, 186 \ 11, All (E)INACTJVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTIUTIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL Of UTIUlY OOMPANY ENGINEERING. 12. THE AREAS OF THE PROPERlY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT, DRIVEWAY OR GRAVEL. SHALL BE GRADED TO A UNIFORM SlOPE, FERnUZED, SEEDED AND COVERED WITH IAULCH UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL ESTABUSH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT All TIMES DURING CONSTRUCTION. 14. PER FCC MANDATE. ENHANCED EIAERGENCY (E911) SERVICE IS REQUIRED TO IAEET NATIONWIDE SfANDARDS FOR WIRELESS COMIAUNICATIONS SYSTEMS. PROJECT OWNER'S IIAPLEt.tENTATION REQUIRES DEPLOYIAENT OF EQUIPMENT AND ANTENNAS GENERAlLY DEPICTED ON THIS PlAN, ATTACHED TO OR t.IOUNTED IN CLOSE PROX. TO THE BTS RADIO CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND LOCATION M; TECHNOLOGY EVOLVES TO lAm REQUIRED SPECIFICATIONS, 15, THE TOTAL IMPACT AREA OF THE DISTURBED CONSTRUCTION SITE IS BOUNDED BY THE ·WAIT OF WORK· M; SHOWN HEREON. THE MAXIMUM AREA OF DISTURBANCE WITHIN THE UMIT Of WORK IS APPROXIMATELY 4,348 SQUARE FEET. THE PROJECT IIAPACT AREA IS BELOW THE EXEIAPTION THRESHOLD OF 43,560 SQUARE FEET IN 40 CFR PARTS 9, 122-124 AND THEREFORE IS NOT SUBJECT TO REGULATION UNDER THE EPA OR Sf ATE-MANAGED NPDES GENERAl CONSTRUCTION PERMIT PROGRAM, THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL CONDUCT All Sm: DEVELOPMENT WORK IN A MANNER THAT DOES NOT EXCEED THE UIAITS OF WORK SHOWN ON THE PlANS. ADDmONAllY, THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL CONDUCT All CONSTRUCTION ACTMTlES IN A MANNER THAT DOES NOT RESULT IN STORM WATER DISCHARGES WITH AN ADVERSE IMPACT ON ANY SfORM WATER COLLECTION/CONVEYANCE SYSTEIA, WETlAND, WATER BODY, OR OTHER WATER RESOURCE AREAS. LEGEND --------- EXISTING ROW/EASEMENT ABUTTNG PROPERlY UNE PROPERTY LINE -X---X---X---X---EXIST. CHAIN UNK FENCE ZONING BOUNDARY •• •• - -~ @ El (j) ® ® @ o (N 1><1 Wi 1><1 PLAN REFERENCES -DEED BOOK 3714 PAGE 566 -PLAN BOOK 312 PAGE 54 -PLAN BOOK 352 PAGE 102 -PLAN BOOK 355 PAGE 66 -PLAN BOOK 382 PAGE 101 -PLAN BOOK 5104 PAGE 1 -PLAN BOOK 5104 PAGE 2 -PLAN BOOK 5104 PAGE 3 -PLAN BOOK 6562 PAGE 16 -PLAN BOOK 6563 PAGE 1 -PLAN BOOK 6563 PAGE 2 -PLAN BOOK 7138 PAGE 1 -PLAN BOOK 7138 PAGE 2 TOWN LINE HYDRANT DRILL HOLE SfONE/CONC. BOUND TELCO MANHOI.£ SEWER MANHOLE WATER MANHOLE DRAINAGE MANHOLE CATCH BASIN GAS VALVE WATER VALVE SITE CONTROL POINT CENTER OF FUTURE TRANSMISSION STRUCTURE #316 NAD 83 LATITUDE: N.42'-04'-20.24" NAD 83 LONGITUDE: W.72'-38'-30.74· NAVD 88 GROUND ELEVATION: 154.5' ± met ro PCS. Un limit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING ASSOCIATES, LLC r:'. " '-"ru -tur~! "-n-! S "rv-YI'n'~ _AVII . .,;:; ( (.:. 2:! . i-':;i. i ~~~ U t..-:! ':::1 R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA 01752 (SOB) 4BI-7400 www.chappeliengineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING tINDER THE DlRECTlON or A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. REVISIONS 4 07/30/12 ZONING/CONSTRUCTION REVISED 3 06/15/12 ZONING/CONSTRUCTION REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 04/03/12 ISSUED FOR ZONING/CONSTR. a 02/24/12 ISSUED FOR Z/C REVIEW REV. # DATE DESCRIPTION PROJECT NO. 736.416 DESlCNED BY: JIoIT SCAlE: DRAWN BY: NWC I" = 20' CHECK'O BY: JIoIT SITE NAME: SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE ADDRESS: 695 COOPER STREET AGAWAM, MA 01 001 DRAWING TITLE: SITE PLAN & NOTES DRAWING NO: C-2 • 1 ..... ~ ...... . :',: .-' :-.. ":- . , .. :. , ),: ... ~. , ------ / [XIST. UTILITY POLE \ ~ 6 \ \ \ E \ \ --- I I I I PROP . ARBORVITAE'S !---c'::,,-;t---- 5' -0' O.C. (lYP.) 20.0' LANDSCAPE BUFFER @ COMPOUND --- \ \ \ / / \. \\ \ . FUTURE TRANSMISSION \" \ \ \ \ \ \ \ PROP. METER .1--::::"'-4----_, BANK -~, __ ------t -----_ L \ I , \ [XIST. TRANS. STR. \.-----\ PROP. U/G TELCO RUN FROt.t PROP. f-:--:--i-----, TELCO fiANDHOLE -- I / / / / / / I I 1--_. I - I I I I I I I 7'. / \ '- _ ~ _...I. 12289 (TBR) \ ~~LJ~~\~\~\--_~/E---~\--~~~~'~~~~~~---I I I _--I--iT I I I I , --\----\ I I I / / 1// / /11 '';; 1: 0 III \ III \ \ \ \ \ \ . '0. " I r- I \ I \ I \ \ \ \ I \ L_-- \ 11 ·/,ffTRo \ r---0.0' WIDE Pes .' " I AREA ACCESS I "-'--I PU8ue FRO/,f ~, \ ) '--'\ R.o.W. I I '--, I ~-!'-----i--PROP. MESA SPAN I \ ---, _.,< .. __ 11~ ) \ ! -o~o I \ ---1 I I \ ~o.-o I ~ I i ~.~ I \ I U>£.~ I II -0 a I ~ fT\ ." I fT\ 'ih I I \ I '; J ; / -----~ _----T '\ _.s"'~ I>.\,. j / ~ / \ PROP. 10' '-!-+-'~-I WIDE DOUBLE SWING GATE \ PROP. METRO PCS '-r-+~-1 GPS/GSM ANTENNA MOUNTED TO PROP. ICE BRIDGE .'---FUTURE T-MOBILE CABLE TRAY " :r: o \ \ " L o \ ~ / ~ 1----RELOCATED T -UOBILE / EQUIPt.tENT WITHIN PROP. / 15' -O"x16" -0' LEASE AREA -' \ / j \ I / \ / I \ L..-.---' _.-.. / \/ - RELOCATED T-MOBILE PANEL ANTENNAS (2 PER SECTOR, TOTAL OF 6) .-------jf-::---=-l MOUNTED TO PROP. TRANSt.tISSION STRUCTURE #316 0 164'-0" A.G.L. ;' I / / I / /" /' ~ Q2 C:) «j os: ~ <5 '" fQ ij ~ ~ Ea 0 I 1 6 \ " 3 C 1311013. MfTIlO PCS PANEL ANTtNNAS (1 PER SECTOR, TOTAL OF 6) t,I-----jr--------tJ7;;-11~_;_I MOUNTEO TO PROP. TRANSt.tISSION STRUCTURE #316 @ 154'-0" A.G.L / I SRUCTURE 6316 (BY WMECO) --..j \ \ I I " --. -. --.-'-- COMPOUND PLAN SCALE: I" = 5"-0" ----o 2'-6" 51 10' 15" ; / I / I I I ~ TOP OF PROP. PIPE EXTENSION __ _ '" ELEV. -167'-0" ± A.G.L RELOCATED T -MOBILE PANEL ANTENNAS (2 PER SECTOR, TOTAL OF 6) MOUNTED TO PROP. TRANSMISSION STRUCTURE #316 4) 164'-0" A.G.L----' ~ PROP. OHGW ARM <;J ELEV. = 145'-0"±':--:-A.-:::G.-:-L.- ~ PROP. OHGW ARM <;J ELEV. _ 124' -6"±·C--:-A.-=G."-L.- ~ PROP. OHGW ARM <;J ELEV. _ 112'-6"±'--'-A.-=-G.o-L.- STRUCTURAL NOTES 1. STRUCTURAL ANALYSIS REPORT BY CENTEK ENGINEERING, INC, DATED 03/28/2012. 2. COAX ATTACHMENT METHOD TO FOLLOW RECOMMENDATIONS OUTLINED IN THE RESULTS OF THE APPROVED STRUCTURAL ANALYSIS. 3. NO MODIFICATIONS TO THE STRUCTURE ARE REQUIRED. PROP. METRO PCS ICE BRIDGE !-:::"-::-+-, PROP. METER BANK f-::'::""+-, PROP. 6' HIGH CHAIN LINK FENCE !-::..,-+----. PROP. U/G TELCO RUN FROM PROP. i---::-:-+-, TELCO HANDHOlE I~=:::j,~=~~ . .J.~~~LT'-.MQ~~ PANEL ANTENNAS " ~. ELEV. = 164'-0"± A.G.L"17 (i PROP. METRO PCS (6) PAN~ ~TENNAS ~ ELEV. = 154 -0 ± A.G.L. ~~'-!:.!~' . .JRANSMISSION STRUCTURE #316 ~ ELEV. = 147'-0"± A.G.L. PROP. METRO PCS PANEL AI \ --f-~,,-I--co---.1 (1 PER SECTOR, TOTAL OF I -MUUNltu IV ~1«Jt'. IKANSM STRUCTURE #316 0 154'-0 ~----~-PROP. TRANSMISSION STRUCTURE #316 (BY WMECO) PROP. COAX RUN UP EXTERIOR OF )1-------+-::"-::-1 PROP. TRANSMISSION STRUCTURE ,--+1+---1--::-=-:---1 PROP. METRO PCS GPS/GSM ANTENNA UOUNTED TO PROP. ICE BRIDGE ,--+-t-I----RELOCATED T -MOBILE EQUIPMENT WITHIN PROP. 15'-0"x16'-0" lEASE AREA PROP. METRO PCS EQUIPMENT WITHIN r--++l---+-::--1 PROP. 10'-0"x16'-0" lEASE AREA ,--1++---+-::"'::--1 PROP. U/G COAX ,f--,-+---+-~--I PROP. ARBORVITAE'S 5' -0" O.C. (TYP.) r--I---j PROP. U/G ELECTRIC RUN FROM EXIST. U/P GROUND LEVEL £LEV. = A.GL '---.li'-_____ UI:;/£·----u(j]fE-----UG/E UG/E ~ PROP. U/G UTIUlY RUN FROM 1--::-:-+-__ --' PROP. METER BANK c!t MESA SPAN SOUTH TOWER ELEVATION SCAlLE: 1" = 10'-0" - -- -o 5' 10" 20' 3D' metroPCS. Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244 -7240 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil · Structural · Land S urIHw;na R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA 01752 (508) 481-7400 www.chappellengineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOLATION OF LAW FOR />NY PERSON, UNlESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSEO PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. REVISIONS 4 07/30/12 ZONING/CONSTRUCTION REVISED 3 06/15/12 ZONING/CONSTRUCllON REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 04/03/12 ISSUED FOR ZONING/CONSTR. o 02/24/12 ISSUED FOR Z/C REVIEW REV. # DATE DESCRIPTION PROJECT NO. DESIGNED BY: JIlT SCAl£: 736.416 DRAWN BY: NWC AS SHOWN CHECK'O BY: JIlT SITE NAME: SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR" #316 SITE ADDRESS: 695 COOPER STREET AGAWAM, MA01001 DRAWING TITLE: COMPOUND PlAN & ELEVATION DRAWING NO: A-1 9'-1~' T 2" TELCO CONDUI (MOUNT TO PAD } T 2' ELECTRICAL CONDUI (MOUNT TO PAD } FUTURE CABINE T a PROP. LUCENT EZBF BATTERY CABINE (69.2"Hx2S.S"WJc2S.S"D T: } T PROP. MOOCELL UNI CABINE (724'H.35.4"WJc37.S'O T: } D UNDERGROUN ELECTRICAL CONDUIT T POWER DEMAR 0 C c= 3'-4d;" I .-j I I I I : (F) CABINET : I I L. ____ -.l ------" " ~ " ~ " " (") ~ t-l1( • • (P) MOD CEll 4.00 • • r-I I / / I .I / '-/' / " -~ -\ \ \ 16'-0' ~CONDUIT STUB (2) CONDUIT STUB UPS & LB's UPS &' LB's PROVlDE S" MIN OF V-PROVlDE S" MIN ~ 2" RGS CONDUIT OF 2" RGS !.· •••• I EQUIPMENT GROUNDBAR CONDUIT 6" 2'-6&' 6' 3'-0" 3'-2" r -, I : : I I (p) LUCENT I I EZBFa BATTERY I (P) ERICSSON I • • I 6201 BTS I • • I • • I }I I 1\ / II I " / II / " / II -v ~ ---/ c---..ll / L..... /' ...---_. • 0 I 'b ~ PROP. 2' UOUID-TITE CONDUIT (SUPPORT LlQUID-TITE I'I1llilN 12" OF TERMINATION) 10' .IS' LEASE AREA PROP. CONCRETE PAD: (IS' -O"Lxl 0' -O'WxS"lliK) PROP. UNISTRUT SUPPORT PROP. ERICSSON 6201 BTS CABINET: (71.9"Hx36.0"WJc35,S"D)-------.,. PROP. LUCENT EZBFo BATTERY CABINET: FOR TELCO CONDUIT ----,. '3'-0" o (59.2"Hx2S.S"Wx2S,S"D) --------H-=:.b.~=d...--Ilf-l-<-j MOUNT CABINETS PER MANUFACTURER'S REQ. ---, PROP. 16'-0'Lxl0'-O'WxS' CONCRETE SLAB W/H4 BARS E, W. CENTERED IN SLAB CRUSHED STONE SURFACE TREATMENT W CHAMFER (W'''_ o • (P) ERICSSON 6201 BTS ~== === === === === === === === (P) LUCENT EZBFo BATTERY === === === === 6" 2'-11 (P) MODCELL 4.0B ~-------2' TELCO KNOCKOUT ,._--- I I I I I I FUTURE I CABINET (""')--PROP. RAB DUAL FLOOO LIGHT, P /N HB2B 11-1--f CONDUIT 1--PROP. PPC CABINET DIMENSIONS: 64"Hx30"WxI2"D n+--PROP. INTERMATIC FH SERIES 50 MIN. TIMER IN WP PLASTIC CASE, PIN E200 '-------' f-.~-I------I-+----PROP. ~ODCEll UNIT D D CABINET: (72. 4'Hx35. 4"WJc37, 8"D) ;.+--FUTURE CABINET PROP, PPC CABINET DIMENSIONS: S4"Hx3Q"WJcI2"D ~ c -:; U \ 0 \ COMPACTED CRUSHED STONE OR GRAVEL (THICKNESS AS REQUIRED) (2) 2" TELCO CONDUIT UNDERGROUND TO TELCO DEMARC PLAN AT EQUIPMENT PAD 1 SCALE: 1/2" -"-0' $-1 - ---o 1 2 4 PROP. 16' -0"Lxl0'-0'WxO' -6"D CONCRETE SLAB W / #4 BARS E. W. CENTERED IN SLAB 6 PROP. ERICSSON 6201 BTS CABINET: (71. 9"Hx35.0"Wx35.S·D) • o I <D -/ ,--PROP, UNISTRUT SUPPORT 0"-1rr===========I=====~f=========r===========i'i1 • o • I'} I N 3' -0(1;" --, REAR 3'-'!fs" --, L'-::o:l-l-:o" I • 3'-41;' ~ ? oW> ~ ~I I I I ~ ;., 'I ~ -r r ----3' ~ ~ I ~=rTlTfF: .=-:-=-=t,-,--F-=-==~I ~~ '-'--+-4A _ A. II II 2' -zi", fB Bt I I ~ J-,.-~" -j I (F) CABINET I I 'j' (P) MOD (P) LUCENT I I '" CELL 4.0B EZBFa BATTERY :: r--1r-;: -:; I 5' -~' :--;:==:t::±" =-=-===-=--:::::±--ll! L ·-~-5'_~"~ 4'-II,1;'?f • 0 .1 N _ ~_~" S'-~" 1°: • Cl. !f-a. FRONT -~ Lov 9'-~' • ,....., -I 'b ~" CHAMFER (TYP) (P) ERICSSON 6201 BTS +-+ ------..... 5'-~" ~5'-a!l' 00 00 00 10'-0"'~~4°~-+~==================================================================================~ -S" I- NOTES: 1. MOUNT CABINETS TO CONCRETE PAD PER MANUFACTURER'S REQUIREMENTS. 2. PROVIDE 3'-0" MIN SERVICE ACCESS IN FRONT AND REAR OF ALL CABINETS. 3. MOUNT PPC TO CONCRETE Willi PROVIDED HARD RUBBER GASKET TO MINIMIZE CORROSION, ANCHORING FOOTPRINT DETAIL SCALE: 3/4"-1'-0" -----o 8n 1'-4" 2'-8" 4'-0" EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE & PLACE CRUSHED STONE AS REQIUIRIED-"/ SECTION AT E UIPMENT PAD '------2" AC KNOCKOUT , 10- STRETCHER BAR~ ~ jioi .. SCALE: 1/2" = I' -a" ----o 1 2 4 6 ~-PROP. ERICSSON 6201 BTS CABINET: (35.0"Wx35.S"Dx71 .9"H) ~-PROP. LUCENT EZBFa BATTERY CABINET: (2S.S"WJc2S.S"Dx69.2'H) (2) CONDUIT STUB UPS FOR ERICSSON CABINET ----"":.et1'1' SUPPORT UQUIT -TITE CONDUIT WrTHlN 12" OF TERMINATION-L...-=<,,-~~~~ (2) CONDUIT STUB UPS FOR MODCELL CABINET PROP. IS' -O"Lx9' -0"Wx6" CONCRETE SLAB W /#4 BARS E.W. CENTERED IN S1AI3---- EQUIPMENT LAYOUT DETAIL r I5/S". TOP RAIL ~ SCALE: NOT TO SCALE r PROVIDE DIAGONAL ADJUSTABLE RIDE AND j _ TURNBUCKLE ASSEMBLY AT ALL CORNERS ,." "'1 1, ,,~ '--BonOM l£NSION I'I1RE I ', I ' of II I • ,,!C fJ ' I '-", , 'iT" 11Em~' 'T,· TYPICAL FENCE DETAIL SCALE: 3/8" = 1'-0" - ---a 1'-4" 2'-8" 5'-4" 5 $-1 ,---PROP. MODCELL 4.0B CABINET: (35.4 "Wx37.S"Dx72.4"H) ~-PROP. RAB DUAL FLOOD LIGHT, pIN HB2B 1--PROP. PPC CABINET: (30"WJc12"Dx64 "H) "'1---PROP. INTERMATIC FH SERIES 50 MIN. TIMER IN WP PLASTIC CASE, PIN E200 '----FUTURE CABINET 1. INSTALl FENCING PER ASTM F-557, SI'I1NG GATE PER Asm F-900. 2. ALL END POSTS, LINE POSTS, PULL POSTS, POSTS FOR GATE LlEAF, PIPES fOR GATE FRAME AND TOP RAILS SHALL BE SCHEDULE 40 PIPE PER Asm F-l083. 3, FABRIC SHALL BE 12 GA. CORE WIRE SIZE 2" MESH CONFORMING TO Asm A-392, 4, TENSION WIRE SHALl BE 7 GA. GAL v. STEEL. 5. TIE ilAflf sF/ALL eE H 0,( GAlV. SlEIl (MIN.) AT POSTS AND RAILS. A SlNGLIE WRAP FABRIC TIE AT TENSION WIRE BY HOG RINGS SPACED MAX. OF 24" INTERVALS. 6. BARBED I'I1RE SHALL BE DOUBLE STRAND 12 1/2" 0.0. TI'I1STED I'I1RE TO MATCH W/FABRIC 14 GA., 4 PT. BARBS SPACES AT APPROXIMATELY 5" O.C, 7. COMPLY I'I1lli LOCAL ORDINANCES OF BARBED VtlRE PERMIT REQUIREMENTS, IF REQUIRED. S. STEEL FENCE SYSTEM SHALl INCLUDE lliE FENCE POSTS, F ABRle, GATE SYSTEM AND ALL NECESSARY ERECTION ACCESSORIES, FITTINGS AND FASTENINGS. ALL FENCE SYSTEM COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE I'I1lli Asm AI 53. GATES SHALL BE SI'I1NG GATES Willi 5'-0" LEAFS. REFER TO TYPICAL FENCE DETAIL FOR ADDITIONAL INFORMATION. INSTALL FENCE AFTER CONCRETE HAS ATTAINED 75~ OF 28 DAY DESIGN STRENGlli. metroPCS. Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil· Structural , Lane! Surveying R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA 01752 (508) 481-7400 www.choppellengineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOLATION OF LAW FOR At{'( PERSON, UNlESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSEO PROFESSIONAL ENGINEER, TO ALTER THIS OOCUfoIENT. REVISIONS 4 07/30/12 ZONING/CONSTRUCTION REVISED 3 05/15/12 ZONING/CONSTRUCTION REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 04/03/12 ISSUED FOR ZONING/CONSTR. o 02/24/12 ISSUED FOR Z/C REVIEW REV. # DATE DESCRIPTION PROJECT NO. DESIGNED BY: JIoIT SCAL£: 736.416 DRAWN BY: IfIIC AS SHOWN CHECK'D BY: JIoIT SITE NAME: SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE ADDRESS; 695 COOPER STREET AGAWAM, MA01001 DRAWING TITLE: METRO PCS EQUIPMENT PLAN, SECTIONS & DETAILS DRAWING NO: 8-1 o GPS ANTENNA DIMENSIONS: 5'H x 3.2'D REt.tDTIE CONTROL UNIT (1 PER ANTENNA) ANDREW ATt.t200-A20 DIMENSIONS: 8'H x 2.8"W x 2.1"0 CPS AND PANEL ANTENNA DETAIL SCALE: NOT TO SCALE DOWN TILT BRACKET METRO PCS SECTOR ANTENNA PANEL ANTENNA DIMENSIONS (TYP. OF 6): ANDREW HBX-6S16DS-VTlA: 51.4"H x S.5"W x 3,3"D \----METRO peS GPS ANTENNA (BY PCTEL) 19----COLLAR BRACKET MOUNT KIT (BY PCTEL) lX'~ SCH, 40 x IS" MIN. SS OR GALV. PIPE----1 PROP. NUT -1~~t1 PROP, LOCK NUT-./ ~---Tr---PROP. PIPE TO PIPE CLAMP (ANDREWS P /N: BC-20-10) PROP. 12.7mmX254mm THREADED ROO-./ i----PROP. ICE BRIDGE POST 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1'-IX" DIAMETER GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET A ITACHED TO THE ANTENNA MOUNT. • .... N GPS MOUNTING DETAIL 4' 4" 2" '" VlERT.} S-2 TRENCH flNISHED GRADE, AC OR CONe PAVING MATCH SLOPE '" THICKNESS OF EXISTING UNDISTURBED ':t1tf----COIJPACTED BACKFILL PER THE DESIGN AND CONSTRUCTION SPECIFlCATIONS fOR EARTHWORK OR LEAN CONCRETE LEAN CONe DUCT BANK ANTENNA CABLES (12) 6-6' PVC CONDUITS SCHEDULE 40. NOTE: PROVIDE PROPER BENDING RADIUS FOR CONDUITS AS REQUIRED BY THE COAXIAL CABLE MFR. '!!P~~?~OUND COAX DETAIL @ W CRUSHED STONE, MIN 2' THICK '10 W CRUSHED STONE ASTM C33 SIZE NO. 57, MIN 4" THICK " \',.:;' •.. ~. -'&',' •• \ \ ".'" ..... " w.':"r.o· ~%'>(~. :<~<<<:~<<<~~ FINISHED GRADE -- MIRAFI 600X GEOTECH "-SCARIFY AND COMPACT TOP FABRIC, OR APP'D EQUAL 6' OF EXISTING GRADE ® GRAVEL YARD DETAIL SCALE: 3/4" -1'-0" o B" 1'-4·' 2'-8" 4' • co I '" RF SYSTEM SCHEDULE ANTENNA INFORMATION MAIN FEEDUNE TOP JUMPER BOlTOt.! JUMPER RET SYSTEM INFO SECTOR lYPE AZIMUTIi ELECTRICAl IotECIWlW RAD CTR, AGL MAKE MODEL FEED CABlE MFG LENGTH COLOR SIZE LENGTH SIZE LENGTH MFG MODEL CABLE LENGTH ALPHA DELTA BETA EPSILON GAMMA ZETA ~----~-+----~--------~----~--~----~--~~----~~-+~~4-~~~~~~~+---------+-----~-----1 BOTTOM fXL -1873 COMMSCOPE 220' ± I R .W 6' Jf 6' %' Tx/Rx 340' -2 Tx/Rx 40' -2 TX/Rx 100' -2 TX/Rx 160' -2 Tx/Rx 220' -2 Tx/Rx 280' -2 GPS ~Ig "SU r-------------~ I tiQIf;, MOUNT ICE BRIDGE W/6' -8' I MIN. ClEARANCE FROM I GROUND TO UNDERSIDE OF I CABLE SUPPORT I 154'± 154'± 154'± 154'± 154'± 154'± 10'± I '" - ANDREW ANDREW ANDREW ANDREW ANDREW ANDREW PCTEL ~CONC. PIER 1---+\EV--=S"':'--:-2 --I (IF APPUCABLE) I I ~-) PMT NO. DESCRlPI10N Q1Y. 1 WBL8123.06 12' WAVEGUIDE BRIDGE SUPPORT BRACKET 2 2 MF-130 DIRECT BURIAL PIPE COLUMN, 13'-4' 2 3 WB-CY110 12" SAFETY GRATING 1 4 WB-Kll0BH HARDWARE KIT ITEM 5-1 6 1 CABLE BRIDGE DETAIL SCALE: NTS TREE siiAi.l BE PLANTED so fHA f CROWN IS 3" ABOVE FINISHED GRADE AFTER SETTLEMENT HBX-6516DS-VTM HBX -6516DS-VTM HBX-6516DS-VTM HBX -6516DS-VTM HBX -6516DS-VTM HBX-5!jlo~-VIM KS24019 ANDREW ATM200-A20 BOTTOM fXL -1 S73 COMUSCOPE 220' ± II R ~" 6' W 6' (S60-100nn) 220'± BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BOTTOIJ fXL -1873 COMUSCOPE 220'± TBD 6' fXL -IS73 COMIdSCOPE 220'± TBD 6' fXL -1873 COMMSCOPE 220'± I B ~" 6' fXL -1873 COMMSCOPE 220'± II B 6' fXL -1 S73 COMMSCOPE 220'± TBD 6' fXL -1873 COMMSCOPE 220'± T8D 6' fXL-1873 COMMSCOPE 220'± I G 6' fXL-1873 COMMSCOPE 220'± II G 6' Jf fXL-1873 COMMSCOPE 220'± TOO 6' fXL -187 3 COMMSCOPE 220'± TBD 6' ~" COMMSCOPE 25'± nBD NOTES: 1. FOR EXPOSED LEDGE, PROVIDE GROUT LEVlEUNG PAD. INSTALL (2) %" EXPANSION ANCHORS, 6" LONG. 2. FOR BURIED LEDGE AT LESS THAN 3'-6" BELOW FINISH GRADE, CORE 8"_ HOLE INTO LEDGE 18" DEEP. FILL AROUND PIPE WITH NON-SHRINK GROUT. USE COAL TAR ON BURIED LENGTH OF PIPE, ANO BACKFILL TO FlNISH GRADE 3. FOR CONCRETE, FASTEN BASEPLATE W/ (2) %" EXPANSION ANCHORS, 6" LONG. 4, FOR POSTS ON CONCRETE OR EXPOSED LEDGE, PROVIDE 4"x8"x~f BASEPLATE WITH (2) 'X.' HOLES 6" O.C. I I 3 1/2" 3" PIPE SUPPORT POSl ==1 I I h-IT'"......~IFIN. GRADE =111 I! I I · -I I I _",III ",III~. r· I I I 1 .. I I 4 I I <l I I I ,} LJ LI'-s·j CABLE BRIDGE PIER SCALE: NTS ,--_ 2" BARK MULCH (PULL BARK MULCH AWAY FROM TRUNK OF TREE) ,---PLANTING SOIL MIX PER SPECIAL PROVISIONS r--j"" HIGH EARTH WATERING SAUCER AROUND TREE PIT CONC PIER 1 2 4 5 6 6' %" 10M, 32.S' ± (860-10010) (DIASY CHAIN) ANDREW ATM200-A20 6' 6' %" 10M, 32.8'± (860-10010) (DIASY CHAIN) ANDREW ATM200-A20 6' 6' %" 10M, 32.S'± (S60-10010) (DIASY CHAIN) ANDREW ATM200-A20 6' 6' %" 10M, 32.S'± (860-10010) (DIASY CHAIN) ANDREW ATM200-A20 6' 6' %" 10M, 32.S'± (000-10010) (Ol,o,sv CI-INN) ANORrw An.4200-A20 6' I----{ 1 • E.:!. - PART NO. DESCRIPTION QlY. WBT243.Dl VERTICAL TIRAPEZE SECTION 1 WBT123.02 12" HORIZONTAL TRAPEZE SECTION 3 MT-387 SQUARE WASHER, 1 1 2'xl 1/2'w/7 16" HOLE 6 GB-03205 3 8"x2" GALV. BOLT KIT 3 GWF-03 3/8" GALV. FLAT WASHER 3 GB-03105 3 8"xl" GALV. BOLT KIT 6 CABLE LADDER DETAIL SCALE: NTS ,r--CUT '" ROLL BACK 1 /3 OF BURLAP BEFORE BACKFILUNG. COMPLETELY REMOVIE SYNTHETIC BURLAP '" LACING PLANTING NOTES I I 1. WATERING SAUCER SHALL BE flOODED ~CE DURING THE FlRST 24 HOURS AFTER PLANTING 2. TREE SHALL BE SET PLUMB 6" BELOW ~ ~~~~~~~-"--..-f:=T ROOTBALL 11 l ROOTBALL 1 3 x ROOTBALL DIAMETER '-------ROOTBALL SHALL BE PLACED ON l 1 COMPACTED OR UNDISTURBED SUBGRADE ARBORVlTAE SHRUB PLANTING 8 SCALE: NTS 5-2 3. DO NOT CUT LEADER 4. AN IRRIGATION SCHEDULE FOR A TWO YEAR PERIOD SHALL BE IMPLEMENTED BY T-MOBILE AND THE OWNER TO ENSURE THE PLANTS WILL TAKE ROOT AND SURVlVlE, 5. ARBORVITAE PLANTINGS SHALL BE AT A SIZE RANGE BETWEEN 5' AND 6' AND SHALL BE 4'-5' ON CENTER. metroPCS. Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING ASSOCIATES, LLC Civif· Structural · Lane! Survey ing 201 R,K. EXECUTIVE CENffiE BOSTON POST ROAD WEST, SUITE 301 MARLBOROUGH, MA 01752 (508) 481-7400 www.chappetiengineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOLATION OF LAW FOR Atort PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSEO PROFESSIONAL ENGINEER, TO ALTER THIS OOCUMENT. REVISIONS 4 07/30/12 ZONING/CONSTRUCTION REVISED 3 06/15/12 ZONING/CONSTRUCTION REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 1 04/03/12 ISSUED FOR ZONING/CONSTR. o 02/24/12 ISSUED FOR z/e REVIEW REV. # DATE DESCRIPTION PROJECT NO. 736.416 DESiGNED BY: JIlT SCAI.£: DRAWN BY: NWC AS SHOWN Ct£C~'D BY: JIlT SITE NAME: SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR.#316 SITE ADDRESS: 695 COOPER STREET AGAWAM, MA01001 DRAWING TITLE: MElROPCS SCHEDULES & DEl AILS DRAWING NO: 8-2 I: 0 I .. .. 0 .. 0 ~ I .. 0 N .. .. 0 I .. ,.... T -MOBILE ANTENNA ARRAY (SEE 2/ANT-1) 11+*--------T -MOBILE PROPOSED EXISTING 167' TALL WMECo ___ ------"~II EIGHTEEN (18) 1-5/8" y) COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-1) STEEL TRANSMISSION STRUCTURE NO. 316 ~_tvfet~oPs;S_ A~TE..NNAS ____ EL. ± 154' -0" ATB MetroPCS ANTEN NA ARRAY (SEE 1/ANT-l) 2 EL-1 ~------MetroPCS PROPOSED WMECo POLE TWELVE (12) 1-5/8" !6 COAX CABLES MOUNTED TO EXTERIOR OF THE POLE (SEE 3/EL-1) ANTENNA ARRAY ELEVATION SCALE: 1" = 6"-0" MetroPCS PROPOSED TWELVE---. (12) 1-5/8" ¢ COAX CABLES VALMONT TRANSMISSION LINE BRACKET (P /N B3254) AT 4' O.C. MAX W/ STACKABLE SNAP-IN HANGERS (TYP.) EXISTING 167' TALL WMECo---' STEEL TRANSMISSION STRUCTURE NO. 316 T -MOBILE PROPOSED----' EIGHTEEN (18) 1-5/8" ~ COAX CABLES COAX CABLE PLAN -- 1... __ _ r ATB DENOTES TOP OF BASE PLATE T -MOBILE PROPOSED EIGHTEEN (18) 1-5/8" ~ COAX CABLES MOUNTED TO EXTERIOR OF THE POLE BEHIND (SEE 3/EL-1) MetroPCS PROPOSED TWELVE (12) 1-5/8" (21 COAX CABLES MOUNTED TO EXTERIOR OF THE POLE (SEE 3/EL-1) EXISTING 167' TALL WMECo STEEL TRANSMISSION STRUCTURE NO. 316 EXISTING GRAD POLE ELEVATION -- .~.~. I J fill dll ~I IIII co ..... I ex> ~ i I (J) gj 01-og I ~ ~ :I a..cn , (/) ~ S DAlE: 1/12/12 ~ AS SHOWN .ICl8 NO. 111HI POLE ELEVATION NO. EL-1 Sheet No. ..r , I I i I , I I , , , ! I j , , I I I I , I 1 , , , ! I I I I II i • I It ! .1 • J ~ • ! I i • , , I I · , l • i I I n .... ... · ...... . · ... , . , • ••• -• 0 • · .. , .... · ...... , · ..... . • 0 ••••• 0 • 0 ..... · ...... . · , .... . Cf. WMECo POLE - NOTE: T-MOBILE ANTENNA MODELS AND QUANTITIES AND COAX CABLE SIZE AND QUANTITES ASSUMED. __ ----r---PROPOSED THREE (3) RFS APX16DWV-16DWVS-E-A20 THREE , · .. · . · "' · .. , · .. · _. · · . · .. · ... · . · ~ .. · ., · ... · . · . , . I (3) RFS APXV18-206516S-C-A20. THREE (3) RFS TWIN AWS TMAs AND THREE (3) ANDREW TWIN PCS TMAs ,..---VALMONT T -ARM CO-LOCATION KIT P /N 802738 w/ NINE (9) 2" STD. (0.0. = 2.375Jt ) X 6~ LONG PIPE MASTS :;:::::':l:::~!:===:t/~~I==~~ \tII:====1:::::::' · ..... . ........ I 1\ ..... .~ · . . . . . . "' ." · . ... . 1111 · . · ... · .. , . . . .. . . . . . ~ .... -.. . . . " .... .. . -...... . · . ,. .. · ..... . · .... . · ..... . · .... . · ..... . ........ · ...... . · ..... . • 4 •••••• · ..... . · ... . ,. • •• 0 " · ... · ..... . . · .... , . , ,. . · .. -.. · . -... , _. -. ...... ... . · . . . . ~ · .' .. · ..... . " ..... · ... , .. · . · ., . ... · . 1''--__ -1------PROPOSED EIGHTEEN (18) 1-5/8" (/J COAX CABLES MOUNTED TO EXTERIOR I, OF THE POLE BEHIND (SEE 3/EL-1) '(,-,,' '" EXISTING 167' TALL WMECo STEEL 10' _0" TRANSMISSION STRUCTU RE NO. 316 2 T -MOBILE ANTENNA ARRAY ANT -1 SCALE: 1/4" = 1'-0" Jl t · .:.: t:.:.: t :. t::·:· t::': 1·:-;· [ .: .... ~ WMECo POLE , ,~ ..•. , ... ,., ..... ~ .... _, I:::;:' '.:-:: C':-._ :':. i_':-.: !':. r----PROPOSED SIX (6) ANDREW H8X-6516DS-vrM PANEL ANTENNAS AND SIX (6) ANDREW ATM200-A20 ACTUATORS r VALMONT T -ARM CO-LOCATION KIT PIN 802738 W/ NINE (9) 2" STD. (0.0. = 2.375") X 6' LONG PIPE MASTS [If ~'------+----PROPOSED TWELVE (12) 1 5/8" ¢ c " COAX CABLES MOUNTED TO THE EXTERIOR OF THE EXISTING POLE -(SEE 3/EL-1) 10'-0" '---+----EXISTING 167' TALL WMECo STEEL 1"-------------1 TRANSMISSION STRUCTURE NO. 316 1 METROPCS ANTENNA ARRAY ANT-1 SCALE: 1/4" = 1'-0" BY: TJL BY: T .... ,.. BY: CFC 1~1~lil 1~1~lil to ~ ICX)~ j I 0.. ~ .1 I (/) ~ ~ MIE: 1/12/12 5CAL£: AS SHOWN JOe NO. 11116 ANTENNA ARRAYS ~. NO. ANT-1 I 1 , , l ! i I J , (])------TO (E) SERVICE (SEE POWER RISER) ,----240V, 1., 3W MANUAL BYPASS ME"TER MANUAL lRANSFER S'MTCH (iNCLUDED W/ PTC) ~ PTC, ACDATA MIN ILC, _______ L -, 120/24OV, 200A I I I MOOCEU 4.08 GENERATOR (INQUDEO W/ PTC) I "TELCO FAN (3) 111 &: (1) #8G IN 2"C (3) f!6 & (1) I/6G IN 2"C '--__ -'-6-_(3_)_'_12_&:_(1_) #1--,2G IN 2"C r,::::::-1 r ., I I UGHT I I I FUME I I CABINETI ERICSSON 6201 BTS L ___ _ SERVICE GROUND PER NEC ---til TIMER 30A DISCONNECT I I I I II L __ ..J TELCO CABINET (MESA SPAN) ONE LINE DIAGRAM SCALE: NOT TO SCALE SQUARE D, 1YPE QO SQUARE D, 1YPE Q 200A,2P MAIN PANEL SCHEDULE CKT DESCRIPTION # AMP AMP DESCRIPTION 1 -SPARE MODCELL 100 3 -SPARE 5 SPARE - -SPARE 7 SPARE - -SPARE 9 -SPARE !--ERICSSON 6201 60 11 -SPARE 13 SPARE - -SPARE 15 SPARE --SPARE 17 30 MESA SPAN FUTURE CABINET 30 19 20 UGHT & TIMER 21 10 TELCO FAN (IF REQ'O) SURGE SUPPRESSOR 20 23 15 Gfl RECEPTACLE PANEL SCHEDULE SCALE: NTS FLEXIBLE ABOVE-GROUND MARKER TO BE INSTALLID EVERY 100' OR AT DIRECTION CHANGES (BY J. MILLER INOUSlRIE5, INC OR AWn EQUAl) I< LOAM AREA PAVED AREA RNISH GRADE SCHEDULE 40 CONDUITS FOR NEW 4 ELEClRlCAL AND TELEPHONE SERVICES SEE UTIU1Y AND SI"TE PlANS. PROVIDE APPROVED Plli BOXES AS REQUIRED, AND COORDINA"TE INSTALLATION W/ ALL UTIU1Y COMPANIES FOR INTERf ActlG AT "TERMtlA TION POINTS. PROVIDE FULL LENGTH PULL ROPES (TYP.). TWO COURSES OF H/2" BITU~INOUS PA~ENT 6 ML YELLOW WARNING TAPE "HIGH VOLTAGE" SAW-CUT TO STRAIGHT EVEN EDGE BEFORE PAVING 1--,," GRAVEL BASE COt.IPACTIED BACKFlLL COMPACTIED PROCESSED GRAVEl. 4" MIN. ON ALL SIDES NOTE: DEl AIL AS SHO"'" IS FOR SECONDARY ELEClRlC SERVICE. PRIMARY HIGH VOLTAGE SERVICE REQUIRES 4" CONCRE"TE ENCASEMENT. BURIED CONDUIT DETAIL SCALE: NOT TO SCALE 22,000 A.I.C. NE~ 1 CKT # 2 4 6 8 10 12 14 16 18 20 22 24 TO BE VERIFlED PER MANUF. SPEC. EXIST. UTIUTY POLE 'IlEA THER HEAD GRC CONDUIT b , b LONG RADIUS BEND EXIST. UTIUTY POLE W£A THER HEAD PROPOSED 2-GANG ME"TER BANK 'MTH 400A MAIN TAP BOX 1', 120/24OV GROUND CONDUIT PER UTIU1Y COIMPANY REQUIREMENTS PROP. TELCO (3) f.jOOlMCM &: (1) #2G -4"C MAKE ALL CONNECTIONS AS PER UTIU1Y COMPANy'S REQUIREMENTS. 240V, lJ, 3W KWH MANUAl BY-PASS MmR W/200A, 2P "TENANT CIRCUIT BREAKER AND LOCKABLE BREAKER DOOR PROP. BLACK PlASTIC LAMINA"TE NAl/£PLA"TE \11TH 1/2" IIHI"TE LETTERS DENOTING CARRIER NAME PROP. MESA SPAN CABINET III. PPC II (3) #3/0 & (1) #4G -2"C ;----PROP. RAB DUAL FLOOD UGHT, P /N HB2B r --i I I I FUTURE I I CABINET I I I I I I I I PROP. IN"TERMATIC RH SERIES 60 MIN. TIMER IN WP PLASTIC CASE, PIN E200 r-----.---~-PROP. CONNECTION PER RAiDIO EQUIPMEHT VENDOR MOOCELL 4.0B BBU III ERICSSON 6201 BTS (3) R6 &: (1) fl6G -2"C (3) #1 & (1) fl8G -2"C ELECTRICAL AND GROUNDING NOTES; EI ECTRICAL 1. ALL ELECTRICAl WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAl CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTAlL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. SERVICE TO EQUIP. SHAlL BE 120/240 VAC, 200 /WoP, 1~, 60 Hz. 4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTAlLATION AS TO PREVENT ANY LOSS OF CONTINUI1Y IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. GROUNDING 5. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC (CADWELD) CONNECTIONS. 6. AlL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWEUD). 7. AlL GROUND CONNECTIONS ABOVE GRADE (INTERIOR &: EXTERIOR) SHALL BE rORMm UCIUO I-IICI-I PRE:.SS CRIMPS. 8. AlL EXOTHERMIC CONNECTlONS TO THE GROUND RODS SHALl START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADOmONAl CONNECTION. 9. All EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL EXIST. 4" CONDUITS PROP. (2) 4"C (1) 2" TELCO CONDUIT W/ 25 PAIR, 24 GUAGE ICKY-PIC TELCO CABLE 2" "TELCO CONDUIT W/PULL SlRlNG 10. ALL EXTERIOR GROUND CONDUCTORS SHAlL BE H2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. RIGID STEEL CONDUIT --~ PlUG • to POWER TELCO RISER DIAGRAM SCALE: NOT TO SCALE ~-RIGID STEEL CONDUIT COUPLING GRADE RIGID STEEL CONDUIT ---~ RIGID STEEL TO PVC --------.! ADAPTOR L---__ PVC SCHEDULE 40 SIZE AS SHOWN ON LAYOUTS STUB-UP DETAIL 5 SCALE: NTS E-l 2 E-l GEN PLUG-----. 2 BANK W/ DISCONNECT AND CONTIRACTOR TO INSTALL RET STICKERS ON INSIDE OF PPC DOOR r-' -----4'-0"±----~~ /--- 400A MAIN MANUAL BYPASS LEVER TAP CAPPED (TYP) t=:~===r~=::::l~-::~rJ:==:;:~r--UNISTIRUT Pl000 (TYP) FLEXIBLE COUPUNGS AS REQUIRED (iF HECESSARY) , , , ' , , I', 1 , r' NOlE: : DIMENSIONS TO BE VERIFlED (2) 4" • RGS 5CH 40 CONDUITS FROIM TIRANSFORMER RGS CONDUITS ABOVE GRADE AND THROUGH SWEEP (TYP) 3" _ SCH. 40 GAL V. S"TEEL POST W / THREADED END (TYP) /:- TO GROUND RING (TYP OF 2) , FlNISHED GRADE r .. , y , , ' , , , . I I ~ , • "I ~ I , , , , , , , , . L ~' " . -'-----l'----~. ~~, PER MANUFACTURER'S SPEC. 12" • PLAIN CONCRETE PIER 3"± METER BANK DETAIL SCALE: 1"=1'-0" E-l o 6" 1'-0" 2'-0" 3'-0" o TELCO GROUND BAR ----" ppe DETAIL SCALE: 3/4"-1'-0" ------o 8" 1'-4" 2'-8" 4'-0" 11. GROUND RODS SHALl BE COPPER CLAD STEEL, 5/8'_ 10-FT. LONG, AND SHALL BE DRIVEN VERTlCALL Y WITH THEIR TOPS 48" BELOW FlNAl GRADE. 12. CONNECTIONS TO THE GROUND BUS SHALl NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITIEO. 13. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALl BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED . 14. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEU SHALL NOT EXCEED 5 OHMS. TESTING SHAlL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATION FOR FACIU1Y GROUNDING, USING FALL OF POTENTIAl METIHOD. 15. ANTENNA GROUND KITS SHALL BE FURNISHED BY METRO PCS AND INSTAILLED BY CONTRACTOR. LEGEND: GROUND nEST WELL GROUND ROD DISCONNECT SWITCH umR ~-M ... IN ORCUIT BREAKER CADWELO TYPE CONNECTION COMPRESSION TYPE CONNECTlON ~-AUX. 200A ORCUIT BREAKER ---------GROUNDING WIRE REPRESENTS DETAIL NUMBER REF. DRAWING NUMBER . ,--INSTALL PANEL SCHEDULE OR PERMANENT LABELS FOR ALL BREAKERS (DO NOT WRITE ON PPC) o '0 o &D • V!V ----- AWG BCW CGBE CIGBE DWG EMT MGB PVC RGS RWY TYP ABBREVIATIONS: AMERICAN WIRE GAUGE BARE COPPER WIRE COAX GROUND BAR EXTERNAL COAX ISOLTAED GROUND BAR EXTERNAL DRAWING ELECTRICAL METALLIC TUBING MASTER GROUND BAR PERSONAL COMMUNICATION SYSTEM . ............. ---_ ...... _ ... _ .... _ .. _._._ .. RIGID (SCH. 40) POLYVINYL CHLORIDE CONDUIT RIGID GAlVANIZED STEEL RACEWAY TYPiCAl metroPCS~ Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, I.4A 01824 TEL (978) 244-7200 FAX (978) 244-7240 CHAPPELL ENGINEERING ASSOCIATES, LLC Civil · Structural· Land Survevinq R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST. SUITE 301 I.4ARLBOROUGH, I.4A 01752 (508) 481-7400 www.choppellengineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOlATION OF lAW FOR Nff PERSON. UNlESS 1HEY ARE .IC11NG UNDER M DlRECIlON OF ... UCENSED I'ROFESSIOIW. ENGINEER. TO AllER THIS DOCUMENT. REVISIONS 4 07/30/12 ZONING/CONSTRUCTION REVISED 3 06/15/12 ZONING/CONSTIRUCTION REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 04/03/12 ISSUED FOR ZONING/CONSTR. o 02/24/12 ISSUED FOR Z/C REVIEW REV. R D~TE DESCRIPTION PRClJECT NO. 736.416 DES1CNED BY: JMT seAl£: DIWIN BY: NWC AS SHOWN CI£CK'I) BY: Jt.fT SITE NAME: SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE ADDRESS: 695 COOPER STREET AGAWAM. MA 01001 DRAWING TITLE: METRO pes ONE-LINE DIAGRAM, RISER, DETAILS & NOTES DRAWING NO; E-1 ANTENNA ----t+l ANTENNA MOUNT --+--+1 TOII£R/MONOPOLE ---1 I!---------COAX GROUND KITS COAXIAL CABLE _-JI-II r..ll:';::;'[i'}'I'I .. ;t----~0'fx~ UPPER CIGBE MOUNTED .. • • • • • • • • • TO STRUCTURE Rx COAX TERMINA TION POI~/T. TRANSmON TO COAX JUMPERS SHOULD BE LOCATED PRIOR TO ERICSSON 6201 ICE BRIDGE/CABLE TRAY POL VPHASER SURGE ~RRI'Sf()RS'--' ICE BRIDGE/CABLE TRAY Tx COAX TERM INA TION POINT. TRANSITION TO COAX JUMPERS SHOULD BE LOCATED PRIOR TO MOOCELIL COAX CABLE .----COAX GROUND KIT ,---POLYPHASER sut<Gt At<Kt:; lUI'(:> ,---t-;,"-;;-lPOLYPHASER GROUND BAR r--P~nP ICE BRIDGE GROUNDING (GROUND EACH POST TO TRAY AND PROVIDE GROUND CONNECTIONS ., EACH SPLICE POINT) o TO LUCENT "'ODem & BATTERY CABINET (TYP. OF 8) SPARES 0 0 0 00 0 0 o CADWELD 0 00 TO GROUND RING o ANDREW UGBKIT ~·x~·x1~") OR EQUAL WITH HOLE PATTIERN. STANDOFF INSULATORS AND MOUNTING BRACKETS, AS SHOWN CADWELD TO GROUND RING TO COAX GROUND KITS, ANTENNA MOUNTING POSTS OR POLYP HASER ARRESTORS (REFER TO GROUNDING RISER DIAGRAM FOR EXACT LOCATION OF ALL CONNECTIONS) CADWELD TO GROUND RING o o olD ANDREW UGBKIT2 ~"xm"x1~") OR EQUAL WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS. AS SHOWN NOTE: GROUND BARS MOUNTED AT TOP AND BOTTOM OF TOWERS SHAUL BE INSTAWED WITHOUT INSULATORS. GPS ANTENNA CADWElD flAWG GREEN GROUNDING TO GROUND RING EQUIPMENT GROUND BAR (EGB) / 2 " COAX GROUND BAR (CGB) INSULATED PROP. COAX GROUND KIT LOCATED BEfORE HORIZONTAL BEND LOWER CIGBE MOUNTED TO STRUCTURE GRADE""\ CADWElD RING GROUND H2 AWG BCW SOUD, TINNED 1----GROUND ROD GROUND ROD SCALE: NOT TO SCALE COPPER CLAD STiEEL 5/8"~x 10'-0' LONG (2) 62AWG TINNED SOUD COPPER GROUND LEADS TO EXIST./pROP. GROUND RING IN LlQUID- PROP. 2" LlQUID-TITE CONDUIT (SUPPORT LlQUID-TiTE WITHIN 12" OF PROP. 2" LlQUIDTITE/RGS CONDUIT FROM ERICSSON 6201 TO MODCELL W /RY. JUMPERS (CONNECTIONS BY RADIO EQUIPMENT I -_ I ~ " - I I I I I I I I I I PROP. 1" TELCO/GPS CONDurr TO ERICSSON 6201 2' ELlECTRICAL CONDUIT (MODeELIL) lill ,- I I I I I I I \ \ .-f-.4>-_ ~ __ I I RAB DUAL FLOOD LIGHT TINNED COPPER GROUND LEADS TO EXIST./PROP. GROUND RING IN LlQUID-TiTE d CONDUITS / I I ~ , , 2' TELCO CONDUIT (MODCELIL) PROP. NON-DIRECTIONAL 1--____ GROUND CONNECTION TO I --____ _ ---~f ---EXISTING GROUND RING I - - --If----- - ~ #2 AWG SOLID COPPER GROUND FAfl',--' METRO PCS GROUNDING RISER DIAGRAM SCALE: NOT TO SCALE • '" ,--6" DIA. SCH 40 INSPECTION SLEEVE W/THREADED PVC COVER SITIE FlNISH GRADE CADWELD CONNECTION (TYP.) il2 AWG SOLID. TINNED tOPPER GROUND WIRE 1"x10" NOTCH SLEEVE FOR PASSAGE OF RING WIRE. MAINTAIN INTERIOR OF SLEEVE DEBRIS FREE. 5/8" COPPER CLAD STAINLESS STEEL GROUND ROD GROUND ROD TEST WELL DETAIL SCALE: NOT TO SCAlE SCALE: NOT TO SCALE E-2 METER AND DISCONNECT ~ 200\ ~#2 AWG SOLID I TINNED COPPER (TYP) I TO EXIST. SERVICE GROUND GATE--__ GATE JUMPER 4/0 WELD CABLE #2 AWG TINNED SOlI) BARE COPPER WIRE CADWELD TO GROUND~G RING SWINGING - FENCE POST CADWELD CONNECTION (nff VS) CADIII£LD CONNECTION (nff TA) GA TE GROUNDING DETAIL SCALE: NOT TO SCALE GROUND KIT GROUND BAR ON WAlL. FLOOR OR ON (-;,"rr, ANTIENNA TOWER #6 AWG FROM ~ ANTIENNA CABLE , L-________ ~\ 0 000 © 00 a 0 EXOTHERMIC WELD TO BE USED WITH 62 AWG BCW TO BUILDING SER. GROUND OR GROUND RING 0 0 0 0 *-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLIES SHAlL ONLY USE EXOTHERMIC WELDS. o O© INSTALLATION OF GROUND WIRE TO GROUND BAR DETAIL SCALE: NCT TO SCALE SCALE: NOT TO SCALE "E-2 ANTIENNA CABLE WEAT}1ERPROOFlNG KIT (SEE NOTE 3)- NO CABLE GROUND KIT #6 AWG STRANDED COPPER GROU WIRE (GROUNDED TO GROUND BAR) (S NOTIE 1 & ) IT 2 ~ .. 12" TO 24" • N '-- N TO EQUI q -.... CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NOTES; 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFlNG SHALL BE TWO-PART TAPE SUPPLIED WITH KIT. COUD SHRINK SHAUL NOT BE USED. COAX JUMPER (TYP.) ---- CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 DETAIL SCALE: NOT TO SCALE TO ANTENNAS TX1 RX1 TX2 RX2 WEAT}1ERPROOFlNG KIT (TYP.) GROUND KIT (TYP.) (SEE NOTE) ANTENNA GROUND EIAR. P. ANTENNA CABLE TO BTS EQUIPMENT (TYP.) SIMILAR TO DETAIL J WITHOUT INSULATORS. BONDED DIRECTLY TO TOP Of MONOPOLE OR TOWER. TO ANTENNA SUPPORT PIPE ------- 12 AWG "---------__ BONDED TO MONOPOLE CONNECTION OF GROUND WIRE TO GROUNDING BAR. TOWER/MONOPOLE , DETAIL SCALE: NOT TO SCAlE metroPCS0 Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHElMSFORD, MA 01824 TEL (978) 244-7200 FAX (976) 244-7240 CHAPPELL ENGINEERING ASSOCIATES, LLC C ivil · Struct.ural . L a nd Surveying R.K. EXECUTNE CENTRE 201 BOSTON POST ROAD WEST, SUITE 301 MARlBOROUGH, MA 01752 (508) 481-7400 www.chappellengineering.com ENGINEER/LAND SURVEYOR DATE IT IS A VIOLAllON OF LAW FOR IHf PERSON. UNlESS 1HEY AAE ICIlNG UNDER lHE IlIRECIlON OF A UCENSED PROFtSSIONAL ENGINEER. TO ALTER 1HlS DOCUMENT. REVISIONS 4 07/30/12 ZONING/CONSTRUCTION REVISED 3 06/15/12 ZONING/CONSTRUCTION REVISED 2 04/05/12 ZONING/CONSTRUCTION REVISED 1 04/03/12 ISSUED FOR ZONING/CONSTR. o 02/24/12 ISSUED FOR Z/C REVIEW REV. # DATE DESCRIPTION PRWECT NO. 736.416 DESIGNED BY: JMT ~ ~ BY: NWC AS SHOWN CI£l:K'D 111': JMT SITE NAME: SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 SITE ADDRESS: 695 COOPER STREET AGAWAM, MA01001 DRAWING J!TLE: GROUNDING DETAILS DRAWING NO: E-2 r r . . AN_A ----f ANIDlNA WOONT-----Rt ,.,..- R COO: GROUND KITS ~ ....... ij ~ UPPER CIGSE IoIOUNTED • .. .. .. -TO STRUCTURE POL 'I'AlASER SURGE ARR£S~S ~ \ \ r-COAX CRruNO KIT r-POLYPHASER SURGE ARRESTORS ~POt.'tPHASER GROUND 1M ~ ....... , .. 10 WCOO IIIOOCELl I: BATTERY CABINFJ' (TYP. or 8) 00 000 D!'lo 00 r?J1:I-ltl H il l'1 0 0 0 o CADWElD TO GROUND RING o o o o NIDRtw UG8KIT "'.~2)S:.1I'9Ii") ~ EIAW. WITJ1 HOLE PArn:MN, STANDOfF INSlAATORS AND t.ICUNT1NG BRN:1CEfS,. AS SHOWN CXJ.INECTlONS • EACH SPUCE POINT) ",WI) GREEN 1'R(f', COAX GROUND I<IT lOCAlED BEFORE ---H HORIztJlTAL BEND LOWER C~8E "'UNTID~ I If'!:::::fl TO STRUCTURE -2 IC£ BRIlGE/CABLE TRAY PROP. 2" UQUIDlTTE/RGS COHDOO FROt.t ERK::SSOH 15201 TO I.4OOCELL W/Rw. JUMPERS (CONNECTIONS PJ.DIO EQUIPMENT (2) flAY/G TINNED 5CU) c;a:>PER GROUND LIADS TO EXlST.jPllCI', ! GROUND &oCH ICE BRlDG£ GIIaJND RING t.I U(lJID-TITE 6;1 q:> POST (TOP AND BOTIOM) _---------L I ,/-------t---f 1 " , ~~ ~'~ -= COIf)lJIT ,------------..... 2" TELCO COMXJIT (IIJIlCEll)--' L PRtP. ItOM-DlRECllONAL 1-... --EXIST. GROOND RING ::. :=,n:GTO: - ---____ -II-____ _ $-" "" ~~_ o;>':':~---.J AI/IDINA JNOINe METRO PGS GROUNDING RISER DIAGRAM 1 l" .. "A'" \ 'i'if/&fS'f .,.,./~y/£itt CADWElD --'----+--~f(f_~,.--~ RING GROUND '2 IllIG acw SOLID, TINNED f GROU.,RDD COPPER ClAD STEEl5/S"h 10'-0" LONG GROUND ROD SCALE; NOT TO SCAL£ SCAL..E: NO •• __ _ . ~ CADWELO CONNECTION (TYP.) ~~ ~ 518-COPPER elM) ~ stNMlESS stEEl. CQOON1) ROO GROUND ROD TEST WELL DETAIL SCAL.£: NOT TO SCAL.£ f.\ \E9 CADWElD TO GROUND RING ."'" .., DISCONNECT ~ 10 EXIST. ""'" GROUNO """ SOUD TINNED COPPER (lYP) GROONO WSP£CTICtI m.L ~EQUIPMOO GROUND lIAR E UIPMENT GROUND BAR SCAL.E: NO •• __ _ FENCE POS1 .. SWINGING GROOND RING (f2A'IIIG BUREn SQJO COPPER GROOND lII1RE) GATE GROUNDING DETAIL GROlMO fAA _" WALL., fLOOR OR ON ~ ..tHID.NA mIIl'R \EY ' SCALE; NOT TO SCALE ' .... """~ """"" CAIIlE GROUND kIT ,-GROUND BARS AT THE II01TOM OF TOWERS/IOrIOPOlES stW.l ot'-Y USE EXOTHERWIC WELDS. INSTALLATION OF GROUND .BAR WIRE TO GROUND DETAIL f,\ SCAI.L: NOT TO SCAL.£ \E9 CADWEll) TO GROUNO RING TO CI:W( GROUND KITS, ANTEJfif. 1oKlUNTN> POSJS OR POLYPHASER """"'" (REFER TO GROUNDINC RISER 0II0GRAN FOR EXIoCT LOCATION Of H.L COfrfIECOONS) o o o TO GROUND RING ANDREW lGIIKIT2 01"x2X"xt2llj OR EQUAL WITH HOl! PATTERN, STAMXIF'r INSULATORS N«J MOUNTING BAACKETS, IS SHOWN NOTE:. GROUND BARS UOUNTED AT TOP ~D BOTTOM OF TOWERS SIW.l BE INSTAIlfD wmlOUT INSUlATORS. GOAX,~~~~ND BAR (GGB) ® SCALE: MO ••• __ ~ AHlINNA CABlE ~I 11 "·10'" ! ~ TO EQUIP. It WfATHERPROOfING KIT (SEE "'" ')------' CABlE GROUND !CIT '6 AWG STIWIDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE ,."" . ') ------' CONNECTION Of CABI E GROUND KIT TO ANTENNA CABLE "'""" 1. DO NOT INSTAlL CABLE GROOND KIT AT A BEND AND ALWAYS DIRECT GROONO WIRE DOWN 10 GROUND IN. 2. GRQUMDING Ktt 9W.1. BE 'T'tPE. Mm PUlT MI..MBER ~ SUPP\lEtI OR RECQUWEND£D 8'f CA8L.E MNlUFACTURER. l. 'Nt'ITHER PROOfING stwJ. BE lWO-PART TAPE SUPPIJED WIllI KIT. caD SHRINK SHALl NOT BE USED. DETAIL f.\ SCAI..£; NOT TO SCALE \!:9 III AN1ENNAS ~ "'1lIERPROOI1'" '" ""'.) COAX JUMPER "",.) CONNEC1CR WE'ATHERPROOflNO '" "",.) SEt NOTE 2 ...... CABlE TO 8TS EQUIPMENT ""'.) ~PPE ...... _ •• GROUND KIT (lYP.) (SEE NOIT) ,.""" ANTENN4 GROUND Bf,R. SlIoIlAR TO DUM. 3 WrTHOUT IlSUl.ATORS. IION)[J) DIRECllY TO TOP OF' WONOPOt£ OR 11lWER. ,,-..-•• ~ ilIoNDEO TO """""'" CONNECTION OF GROUNO WIRE TO GROUNDING BAR TOWER/MONOPOLE DETAIL f.\ 5CALE: NOT TO SCALE ~ metroPCS. Unlimit Yourself. 285 BllJ.£RICA ROAD THAl FlOOR CI£LMSFORD. MA. 01824 m. (918) 2 .... 1200 FAX (918) 2 .... 1240 CHAPPELL ENGINEERING ASSOCIATES. LLC Civil· Structural, Land Surveying R.k. EXECtJT1YE CENTRE 201 BOSTON POST ROAD WEST, surE 301 MARUIOROUGH, IIA 01152 (508) 481-1400 www.chapptH.nglneec1ng.com RE.V!SIONS 5 09/20/11 ZONINGjCONSTRUCllON RE.VISED 4 07/30/12 ZONING/COHSlRUCTlON REVISED 3 06/15/12 ZONING/CONSTRUClJON RE.VlSED 04/05/12 ZONINGjCONSlRUCTION REVISED 04/DJ/12 I ISSUED FOR ZONING/CONSTR. o 102/24/121 ISSUED FOR Z/C REVIEW REV. , I DATE I D£SCRIPT1ON INO&T", r-.... 1-1J1.41a:. ... it.· ': AS SHOWN sm; NAME' SPM0098F WMECO MILL STREET AGAWAM WESTERN MASS ELECTRIC COMPANY STR. #316 !jIIE 'OOSfSS' 695 C90PER STREET AGAWIW, MA0100l DRAWING TrTli' GROUNDING DErAILS [E-2 ~ NIXON PEABOD'hlP 100 Summer Street Boston, Massachusetts 02110·2131 (617) 345·1000 Fax: (617) 345·1300 Donald D. Cooper Direct Dial: (617) 345·6077 E·Mail: dcooper@nixonpeabody.com August 23, 2012 VIA FEDERAL EXPRESS OVERNIGHT MAIL Deborah Dachos Planning Director Town of Agawam Town Hall 36 Main Street Agawam, MA 01001 Dominic Urbinati Inspector Inspection Services Town of Agawam 1000 Suffield Street Agawam, MA 01001 Vincent Gioscia, Esq. Town Solicitor Town of Agawam Town Hall 36 Main Street Agawam, MA 01001 . Board of Appeals Town of Agawam Town Hall 36 Main Street Agawam, MA 01001 Re: T-Mobile and MetroPCS Wireless Facilities Proposed for 695 Coo~r Street Dear Ms. Dachos and Messrs. Gioscia and Urbinati and Board of Appeals: T-Mobile USA, Inc. ("T-Mobile") and MetroPCS Massachusetts, LLC ("MetroPCS") have each filed applications for zoning approvals under the Agawam Zoning Ordinance for proposed wireless facilities to be located on an existing electric utility transmission structure owned by Western Massachusetts Electric Company ("WMECO") at 695 Cooper Street. Appli cations for Site Plan Review, a Special Permit and for a Dimensional Variance have been filed. I represent all three companies for the purposes of these applications. This letter is about the Application for a Dimensional Variance. At the Team Meeting held on August 14,2012 which Deborah Dachos, Michelle Chase and a representative of the Fire Department attended, the need for a dimensional variance was discussed, Ms Dachos expressing the option that a variance was not necessary. She asked that I send a copy of the decision of the Massachusetts Department of Public Utilities ("DPU") on WMECO's Greater Springfield Reliability Project ("GSRP"), which granted individual and comprehensive zoning exemptions for the GSRP Project from Agawam's Zoning Ordinance (as well as the other four R·· r:.~r.-'\·n:O ~1i)tJ.~,.. I o;vo ,>',1 ". ,. ~l"""'~' ,f', '\"." ' ~.J ''i,~,\.-:'I\:jt' ... \4117963.1 AUG 2 4 l012 Deborah Dachos Vincent Gioscia, Esq. Dominic Urbinati Board of Appeals August 23, 2012 Page 2 municipalities' zoning ordinances) to her and the Town Solicitor, to allow informed discussion to take place. I am enclosing herewith a copy of the 18 pages which concern zoning from the 166- page DPU decision for each of you pursuant to her request. I am e-mailing an electronic copy of the complete decision to each of you, so you will have electronic access to the entire document, should you wish. I am also enclosing, only with Mr. Gioscia's letter, a copy of the Application for Dimensional Variance ofT-Mobile. I am only enclosing T-Mobile's because MetroPCS' is identical to T -Mobile's in substantive part, so the one copy can serve to inform him about both Applications. Ms Dachos, Mr. Urbinati and the Board of Appeals have previously received copies of both of the Applications per the filing process. The Variance Application is concerning Section 180-97 K of the Ordinance. Otherwise, the projects comply with all dimensional requirements of the Ordinance. That section specifies the minimum distance from the base of a telecommunications tower to any property line. The existing electric transmission structure does not comply with the distances specified in Section 180-97 K; of course, it does not need to comply. In telephone conversations I had with Mr. Urbinati, he advised me to file for a variance, stating that it was the Board of Appeals' decision whether a variance was required and, if so, whether to grant a variance. The Applications take the position that a variance is not required because Section 180-97 K is concerning telecommunication towers and the Project is not proposing to construct a telecommunications tower. The Application is for a collocation of wireless facilities at the top of an existing, already permitted, electric transmission structure. Therefore, my argument goes, Section 180-97 K is not applicable to the Project. The Applications do not rely on the zoning exemptions granted as previously discussed; however, that could be another reason a variance is not required. In the alternative, of course, the Application goes on to say that should it be decided that a variance is necessary, the Projects are entitled to variances for the reasons stated, which I will not repeat here. T-Mobile, MetroPCS and WMECO would prefer that the Town decide no variance is necessary, as that is our opinion, either based on the Ordinance, the GSRP exemptions or both. I believe the Special Permit and Variance Applications for both Companies will be heard by the Board of Appeals on either September 10 or 24. I would be happy to discuss this matter with any or all of you, as you see fit, just let me know. Naturally, if you require further information, I will provide it upon request. 14117963.1 NIXON PEABODY llP Deborah Dachos Vincent Gioscia, Esq. Dominic Urbinati Board of Appeals August 23, 2012 Page 3 DDC/mmd Enclosure cc: Jane Seidl, Esq. (w/o encl.) Kate Rugman (w/o encl.) 14117963.1 Gerry Squires (w/o encl.) Gerry Marquis (w/o encl.) Robert Dewees, Esq. (w/o encl.) Very truly yours, Don~o~ NIXON PEABODY LLP EFSB 08-21D.P.U. 08-105/08-106 Page 126 VII. ZONING EXEMPTION AND SECTION 72 Pursuant to G.L. c. 40A, § 3, WMECo has requested individual and comprehensive zoning exemptions from the Town of Agawam, Town of West Springfield, City of Chicopee and City of Springfield Zoning Ordinances, and the Town of Ludlow Zoning Bylaws. In accordance with G.L. c. 164, § 72, WMECo is seeking a determination that the proposed transmission facilities in the Towns of Agawam, West Springfield, and Ludlow and the Cities of Chicopee and Springfield are necessary and will serve the public convenience and be consistent with the public interest. A. Individual Zoning Exemptions I. Standard of Review G.L. c. 40A, § 3 provides, in relevant part, that: Land or structures used, or to be used by a public service corporation may be exempted in particular respects from the operation of a zoning ordinance or by- law if, upon petition of the corporation, the [Department] shall, after notice given pursuant to section eleven and public hearing in the town or city, determine the exemptions required and find that the present or proposed use of the land or structure is reasonably necessary for the convenience or welfare of the public ... G.L. c. 164, § 69H. Thus, a petitioner seeking exemption from a local zoning by-law under G.L. c. 40A, § 3 must meet three criteria.87 First, the petitioner must qualify as a public service corporation. Save the Bay. Inc. v. Department of Public Utilities, 366 Mass. 667 (1975) ("Save the Bay"). Second, the petitioner must establish that it requires exemption from the zoning ordinance or by-law. Boston Gas Company, D. T.E. 00-24, at 3 (200 I) ("Boston GaslDanvers"). Finally, the petitioner must demonstrate that its present or proposed use of the land or structure is reasonably necessary for the public convenience or welfare. Massachusetts 87 G.L. c. 40A, § 3 is a Department statute. The Department refers zoning exemption cases to the Siting Board for hearing and decision pursuant to G.L. c. 25, § 4. When deciding cases under a Department statute, the Siting Board has the power and the duty "to accept for review and approval or rejection any application, petition or matter related to the need for, construction of, or siting of facilities referred by the chairman of the department ... provided, however, that in reviewing such application, petition or matter, the board shall apply department and board standards in a consistent manner." EFSB 08-21D.P.U. 08-105/08-106 Electric Company, D.T.E. 01-77, at 4 (2002) ("MECo/Westford"); Tennessee Gas Pipeline Company, D.T.E. 01-57, at 3-4 (2002) ("Tennessee/Agawam"). 2. Public Service Comoration a. Standard of Review Page 127 In determining whether a petitioner qualifies as a "public service corporation" ("PSC") for the purposes of G.L. c. 40A, § 3, the Massachusetts Supreme Judicial Court has stated: among the pertinent considerations are whether the corporation is organized pursuant to an appropriate franchise from the State to provide for a necessity or convenience to the general public which could not be furnished through the ordinary channels of private business; whether the corporation is subject to the requisite degree of governmental control and regulation; and the nature of the public benefit to be derived from the service provided. Save the Bay at 680. See also, Boston GaslDanvers at 3-4; Berkshire Power Development, Inc., D.P.U. 96-104, at 26-36 (1997). b. Analysis and Conclusion The Company is an electric company as defined by G.L. c. 164, § I and, as such, qualifies as a public service corporation (Exh. WMECo-4, at 3). New England Power Company, D.P.U. 09-27/09-28, at 7-8 (2010); WMECo/AWS at 7. Accordingly, the Siting Board finds that the Company is a public service corporation for the purposes of G.L. c. 40A, § 3. 3. Public Convenience or Welfare a. Standard of Review In determining whether the present or proposed use is reasonably necessary for the public convenience or welfare, the Department must balance the interests of the general public against the local interest. Save the Bay at 680; Town of Truro v. Department of Public Utilities, 365 Mass 407 (1979). Specifically, the Department is empowered and required to undertake "a broad and balanced consideration of all aspects of the general public interest and welfare and not merely [make an] examination of the local and individual interests which might be affected." New York Central Railroad v. Department of Public Utilities, 347 Mass. 586, 592 (1964) EFSB 08-2/D.P.U. 08-105/08-106 Page 128 ("NY Central RR"). When reviewing a petition for a zoning exemption under G.L. c. 40A, § 3, the Department is empowered and required to consider the public effects ofthe requested exemption in the State as a whole and upon the territory served by the applicant. Save the Bay at 685; NY Central RR at 592. Therefore, when making a determination as to whether a petitioner's present or proposed use is reasonably necessary for the public convenience or welfare, the Department examines: (I) the need for, or public benefits of, the present or proposed use; (2) the present or proposed use and any alternatives or alternative sites identified;88 and (3) the environmental impacts or any other impactS of the present or proposed use. The Department then balances the interests of the general public against the local interest and determines whether the present or proposed use of the land or structures is reasonably necessary for the convenience or welfare of the public. Boston GaslDanvers at 2-6; MEColWestford at 5-6; Tennessee/Agawam at 5-6; Tennessee Gas Pipeline Company, D.T.E. 98-33, at 4-5 (1998). b. Analysis With respect to need for, or public benefits of the GSRP, in Section III, the Siting Board finds that additional energy resources are needed for reliability of supply in Greater Springfield. Regarding project alternatives, in Section IV, the Siting Board analyzes a number of project approaches other than the GSRP that the Company might use to meet the reliability need and found that the proposed approach is preferable to other approaches. The Siting Board also reviewed the Company's route selection process in Section V.A and found that the Company applied a reasonable set of criteria for identifying and evaluating routes to ensure that no clearly superior route was missed. The Siting Board also compared the benefits of the Northern and 88 With respect to the particular site chosen by a petitioner, G.L. c. 40A, § 3 does not require the petitioner to demonstrate that its primary site is the best possible alternative, nor does the statute require the Department to consider and reject every possible . alternative site presented. Rather, the availability of alternative sites, the efforts necessary to secure them, and the relative advantages and disadvantages of those sites are matters of fact bearing solely upon the main issue of whether the primary site is reasonably necessary for the convenience or welfare of the public. Martarano v. Department of Public Utilities, 401 Mass. 257, 265 (1987); NY Central RR at 591. EFSB 08-2/D.P.U. 08-105/08-106 Page 129 Southern Alternatives and concluded that the Northern Alternative is preferable to the Southern Alternative with respect to providing a reliable energy supply for the Commonwealth with a minimum impact on the environment at the lowest possible cost. Finally, regarding GSRP impacts, in Sections V.B and Sections V.F, the Siting Board reviews the environmental impacts of the proposed project and finds, while the GSRP may result in local adverse impacts, generally, with the implementation of certain mitigation and conditions; the impacts of the proposed project would be minimized. The Siting Board also finds that area residents will benefit from the GSRP as it will improve the reliability of electricity delivery. Based on the foregoing, the Siting Board finds that the general public interest in constructing the proposed project outweighs any adverse local impacts. Accordingly, the Siting Board finds that the proposed project is reasonably necessary for the convenience or welfare of the public. 4. Individual Exemptions Required a. Standard of Review In determining whether exemption from a particular provision of a zoning by-law is "required" for purposes of G.L. c. 40A, § 3, the Department looks to whether the exemption is necessary to allow construction or operation of the petitioner's project. See MEColWestford at 4-5; Tennessee/Agawam D.T.E. 01-57, at 5; Western Massachusetts Electric Company, D.P.VlD.T,E. 99-35, at 4,6-8 (1999); Tennessee Gas Company, D.P.U. 92-261, at 20-21 (1993).89 b. List of Exemptions Sought The Company seeks exemption from the following provisions of the Agawam, West 89 It is the petitioner'S burden to identify the individual zoning provisions applicable to the proposed Project and then to establish on the record that exemption from each of those provisions is required: The Company is both in a better position to identify its needs, and has the responsibility to fully plead its own case. , . The Department fully expects that, henceforth, all public service corporations seeking exemptions under c, 40A, § 3 will identify fully and in a timely manner all exemptions that are necessary for the corporation to proceed with its proposed activities, so that the Department is provided ample opportunity to investigate the need for the required exemptions, New York Cellular Geographic Service Area, Inc., D.P.U, 94-44, at 18 (1995), EFSB 08-21D.P.U. 08-105/08-106 Page 130 Springfield, Chicopee and Springfield Zoning Ordinances and Ludlow Zoning Bylaw in order to construct and operate the proposed project. Table 12: Agawam Individual Exemptions Sought Zoning Exemption Requested Use Article 11, § 180-1 7 ;Article lll, § IS0-23 Article VI, § 180-31 ;Article VII, § I 80-37 Article VIlJ, § 180-44;Article IX, § I 80-4S Article X, § 180-55;Article XI, §I SO-61 Height Regulations Article II, § 180-17;Article III, § ISO-23 Article VI, § 180-31;Article Vll, §ISO-37 Article VllI, § IS0-44;Article IX, § ISO-4S Article X, § ISO-55;Article Xl, § IS0-61 Article VIJI, § ISO-45; Article IX, § 180-49 Removal of Topsoil (Suppl. Regs) Article I § ISO-8G Site Plan Approval Article I, § ISO-13 Vehicle Parking Article Vlll, § ISO-46 Article IX, § I SO-50 Lands(aping Requirements Article IX, § ISO-53; Article X, § ISO- 60 Article XI, § ISO-66 Lot Coverage Article Vlll, § ISO-47 Article IX, § ISO-51 Fences (Suppl. ReEs) Article 1,_ i ISO-SB EFSB 08-21D.P.U. 08-105/08-106 Page 131 Table 13: West Springfield Individual Exemptions Sought Zoning Exemption Requested Uses Section V, 5.31, Table 5-1 Section V, 5.32, Table 5-2 Section V, 5.34, Table 5-3 Section V, 5.35, Table 5-4 Hei!!ht Re!!ulations Section VI, Table 6-2 Site Plan Review Section XlII, 13.21 River Protection District Section VII. 7.0 Flood Hazard Overlav District Section VlI, 7.3 Off-Street Parkin .. Section IX, 9.028, 9.029 Front, Side and Rear Yards Section VI, Tables 6-1 A throUllh 6-1J Land.capin!! -Mobile Home Districts Section IX 9.71 Develooment Standards MobileHome Section IX, 9.8 Fences Section IX, 9.4 Table 14: Chicopee Individual Exemptions Sought Zoning Exemption Requested Uses Article IV, § 275-58; Article IV, § 275-59 Article IV, §275-60; Article IV, § 275-61 Article IV, &275-62; Article IV, § 275-65 Height. Regulation. Article IV, § 275-52;Article IV, § 275- 53 Article IV, § 275-58;Article IV, § 275-59 Article IV, § 275-60;Article IV, S 275-61 Article IV:S 275-62 FloodDlaiD Zone Article VI, S 275-64 Soil Removal and Landfill Article Ill, & 275-31 Site Plan Review Article II & 275-6 Off-Street Parkin!! Article I1I~ 275-40 Setbacks Article IV, § 275-52;Article IV, § 275-53 Article IV, § 275-58;Artic1e IV, § 275-59 Article IV; § 275-6\' Article IV, § 275-62 Yards Article IV, § 275-52 Article IV, & 275-53 Rear and Side Yards in Business Districts Article IV, § 275-59 DJ Fences Article !II, § 275-44 Corner View Clearance Article II/:& 275-33 Screeninl! Article IV, § 275-62 EFSB OS-2/D.P.U. 08-105/08-106 Page 132 Table 15: Springfield Zoning Ordinance Zoning Exemption Requested Uses Article V, Section 501 Height Regulations Article v, Section 503 Article XIV, Section 1402 Floodplain District Article XIV-A Soil Removal Article XV, Section 1510.2 Off-Street Parking Article XVII Sections 1700 1701 Off-Street Loading Article XVII, Sections 1703, 1704 Public Street and Road Frontage And Article XV, Section 1502.1 Access Special Regulations for Industrial Districts Article XIV, Section 1404 Table 16: Ludlow Zoning Bylaw Zoning Exemption Requested Uses Section III, 3.2.2 Stormwater Management Section V,5.5 Section VII, 7.2 Earth Removal Section VI 6.1 Floodplain Overlay Section V 5.0 Site Plan Approval Section VII, 7.1 Buildinl! Permit Section III, 3.0.1.1 Fences Section III 3.0.4 Lots on Narrow Streets Section IV, 4.0.3 Front Yards Section IV, 4.0.1 and 4.0.7 Buffers Stri~sJBuffer Areas Section IV, 4.0.12 and 4.0.12(a) Parking Requirements Section VI, 6.4 Exhs. WMECo-4; WMECo-DDC-4 c. Community Input All of the communities along the Northern Alternative have written letters of support for the Siting Board 's granting of both specific and comprehensive zoning exemptions (Exhs. EFSBZ- 1(8); EFSB-Z-2-SPOI(2); EFSB-Z-3(4); EFSB-Z-4(4); EFSB-Z-5(5); and WMECo-DDC-I). All of the communities along the Northern Alternative also have signed MOUs with WMECo, which include agreements regarding the zoning exemptions (Exhs. EFSB-Z-I-SPOI; EFSB-Z-2-SPOI; EFSB-Z-3-SPOI ; EFSB-Z-4-SPOI; EFSB-Z-5-SPOIO). In addition, the Company EFSB 08-2/D.P.U. 08-105/08-106 Page 133 conducted outreach to the city and town governments (Exhs. EFSB-Z-I; EFSB-Z-2; EFSB-Z- 3; EFSB-Z-4; EFSB-Z-5; WMECo-JPF-3; WMECo-DDC-l). The Company maintained that it is the preference of the cities and towns for the Siting Board to grant all of the necessary zoning exemptions in order to lessen the burden that otherwise would be placed on the resources of the communities in the zoning process (Exh. EFSB-Z-34).90 d. Discussion The Company has identified the above-described provisions of the Agawam, West Springfield, Chicopee and Springfield Zoning Ordinances and Ludlow Zoning Bylaw from which it seeks exemption to minimize delay in the construction and ultimate operation of the proposed project. The proposed project may not be an allowable use under the Agawam, West Springfield, and Chicopee Zoning Ordinances; and Public Utility Use requires Site Plan approval under Ludlow Zoning Bylaw (Exhs. WMECo-4, at 16, 19,35 ,43). Use variances are not allowed under the Agawam, Chicopee and Springfield Zoning Ordinances. Further, while use variances are allowed under the West Springfield Zoning Ordinance, the Siting Board concurs with the Company that obtaining a variance can cause undue delays and subject the project to a difficult legal standard to meet and uphold in court (Exh. WMECo-4, at 16). The Siting Board concludes the same factors apply to provisions for the Flood Hazard Overlay and River Protection Districts in Springfield; the and Floodplain Overlay District in Chicopee; fencing and setbacks for substations, switching stations, and/or access roads in Agawam, Chicopee, Springfield, Ludlow 90 The Company filed its Zoning Exemption Petition before the issuance of Russell T-Line. See NSTAR Electric Company, D.P.U. 08-1 , at 34-35 (2009). The Siting Board notes, however, that WMECo's actions here with respect to the cities and towns are consistent with the spirit and intent ofEFSB 07-4 regarding communications with municipalities before filing zoning exemption petitions with the Siting Board. For instance, prior to filing the Zoning Exemption Petition, WMECo consulted with each municipality, informing each about the project and WMECo's plan to file for zoning exemptions from the Siting Board (Exhs. EFSB-Z-I; EFSB-Z-2; EFSB-Z-3; EFSB-Z-4; EFSB-Z- 5). WMECo made a good faith effort to accommodate the reasonable recommendations of the municipalities with respect to the project. Moreover, as evidenced by the . execution of the MOUs, each municipality has expressed support for the Zoning Exemption Petition. EFSB 08-21D.P.U. 08-105/08-106 Page 134 and West Springfield; public street and road frontage access in Springfield; and landscaping and development standards for mobile home parks in West Springfield, given the potential necessity for variances under those provisions (Exh. WMECo-4, ~~ 33A, 46B, 67B, 78, 90, 90B, 90C, 90E,90F) The Siting Board notes that there is uncertainty for a number of these issues in each municipality as to whether: referenced height, parking and loading regulations, landscaping, lot coverage, comer view clearance, setbacks for transmission lines, screening, front yards, side and rear setbacks and yards, buffer strips and buffer areas, lots on narrow streets, and building permit requirements apply to the proposed project (Exh. WMECo-4, m130, 31, 33B, 36,37,39,40,43, 46A, 46C, 46D, 46E, 48, 52, 53, 54, 55, 62, 67C, 67D, 67E, 70, 7\, 75, 76, 79, 80, 88, 90D). If the provisions were to apply to the public utility use, the proposed project would exceed the height, lot coverage, fencing, setback regulations and would not meet the parking and loading, landscaping, buffer, and perhaps building permit requirements. While variances for height, parking and loading regulations, landscaping, lot coverage, comer view clearance, setbacks for transmission lines, screening, front yards, side and rear setbacks, buffer strips and buffer areas, screening and building permits are not prohibited under any of the zoning ordinances, obtaining a variance can cause undue delays and subject the project to a difficult legal standard. With regard to the provisions relating to the permitting and reviews needed for removal of topsoil, adherence to stormwater management, locating in a floodplain zone, and site plan review, the Company maintains that e)(emptions are required as such reviews could cause delay and could result in burdensome or restrictive conditions that may interfere with established utility standards for safety and reliability (E)(hs. WMECo-4, at ~~ 33, 41, 44, 45, 46,56,65,66, 67,73,74,80,89; EFSB-Z-33). The Siting Board acknowledges that while these provisions do not on their face prevent the development of the proposed project, there is some likelihood that these provisions would result in an adverse outcome, a burdensome requirement, or an UJUlecessary delay as part of zoning review. The Siting Board finds that the substantive sections of the Agawam, West Springfield, Chicopee and Springfield Zoning Ordinances, and the Ludlow Zoning Bylaw included in Tables 12 through 16 above, would or could affect the Company's ability to implement the project as EFSB 08-21D.P.U. 08-105/08-106 Page 135 proposed. Accordingly, the Siting Board finds that WMECo has demonstrated that the requested zoning exemptions are required pursuant to G.L. c. 40A, § 3. 5. Conclusion on Request for Individual Zoning Exemptions As described above, the Siting Board finds that: (I) WMECo is a public service corporation; (2) the proposed use is reasonably neGessary for the public convenience or welfare; and (3) the specifically named zoning exemptions, as identified by WMECo, are required for purposes ofG.L. c. 40A, § 3. There are a nwnber of cities and towns affected by this project, each of which has expressed support for the requested zoning exemptions. Such support followed extensive outreach to the municipalities by the Company. Accordingly, we grant the Company's request for the individual zoning exemptions listed above in Tables 12 through 16. B. Request for Comprehensive Zoning Exemptions 1. Standard of Review The Company has requested a comprehensive exemption from the Agawam, West Springfield, Chicopee and Springfield Zoning Ordinances and Ludlow Zoning Bylaw. The Siting Board will grant such requests on a case-by-case basis and only where the applicant demonstrates that issuance of a comprehensive exemption could avoid substantial public hann by serving to prevent a delay in the construction and operation of the proposed use. Russell T Line at 72; WMECo. D.P.U. 09-24/09-25, at 34; NEP. D.P.U. 09-27/09-28, at 48. 2. The Company's Position In addition to the individual exemptions stated above, the Company requests comprehensive zoning exemptions (Exh. WMECO-4, at 1).91 WMECo asserts that granting 91 Section 9.6 of the West Springfield Zoning Ordinance refers to Environmental Performance Standards, which address impacts relating to: dust, dirt, fly ash and smoke; odors; gases and fumes; noise; vibration; wastes; light, glare and heat; and, danger (Exh. WMECO-4, App. 2 at 9-28). Section 1511 of the Springfield Zoning Ordinance refers to Prohibited Uses and Performance Standards, which address impacts relating to: air pollution, water pollution, noise, vibration, nuisance odors, heat and glare, insects and rodents, and wastes and refuse (Exh.WMECO-4, App. 3 at XV-IO). Section 9.6 contains exceptions for noise and vibration associated with construction activities (Exhs. EFSB 08-2/D.P.U. 08-105108-106 Page 136 comprehensive exemptions is appropriate because the need for the proposed project is immediate, numerous exemptions are required, and any possible delays in project implementation could result in public harm (jd. at 1)1) 137, 139). The Company maintains that the zoning relief that would be needed to construct the proposed project is extensive and complex. (Exh. WMECo-4, at 76; Tr. 20, 3463-3465). By nature, the local zoning process is unsuited to large, multi-community infrastructure projects (Exh. EFSB-Z-33). The Company asserts that a comprehensive exemption is necessary to assure the uniformity of zoning relief in all of the 30 different zoning districts in the five municipalities (Tr. 20, at 3445-3446). According to WMECo, absent comprehensive zoning exemptions, the project could be delayed for numerous reasons including necessary project changes during construction or differing interpretation of zoning requirements by local officials, either of which could require further zoning review and subsequent court appeals (Exh. WMECo-4, at 1)1)141, 142; Tr. 20, at 3427,3447,3449-3452). WMECo also asserts that project delays could result if a Town changes its Zoning Ordinances during project construction (Exh. WMECO-2, at 1)144). The Company concludes that the need to commence the construction of the proposed reliability project without undue delay warrants the issuance of comprehensive zoning exemptions (id. at 1)145). 3. Analysis and Findings Here, as discussed in Sections III and IV, above, the record shows that the GRSP is needed to address reliability of supply in Greater Springfield, and that there is a need for additional resources in Greater Springfield in order to meet reliability criteria. The Siting Board also notes that each city and town has expressed support for the Siting Board's issuance of comprehensive zoning exemptions from the municipalities' Zoning Ordinances. Such support followed extensive outreach to the municipalities by the Company. Specifically, prior to filing the Zoning Exemption Petition, the Company consulted with each municipality, informing each WMECO-4, App. 2 at 9-28; EFSB-Z-ll). The Company asserts that its activities for the proposed project would meet both municipalities' Performance Standards during construction and operation, and therefore, it did not request an individual exemption from these sections (Exh. EFSB-Z-I 0). EFSB 08-21D.P.U. 08-105/08-106 Page 137 about the project and the Company's plan to seek comprehensive zoning exemptions from the Siting Board, which efforts resulted in the execution of the MOUs. In addition, there is no opposition to the issuance of comprehensive exemptions in this case. A comprehensive exemption also will ensure uniformity in the development of a large project that spans five municipalities. Based on a consideration of the above case-specific circumstances, and with implementation of the conditions set forth below in Section IX, the Siting Board finds that given the existing need for new resources in Greater Springfield, moving this reliability-based project forward could avoid substantial public harm and is in the public interest. However, as noted above, the Environmental Performance Standards of the West Springfield Zoning Ordinance Section 9.6, and Environmental Performance Standards of the Springfield Zoning Ordinance Section 1511 regulate not only the nature and characteristics of the facility to be constructed, but also the on-going operation of the proposed facility. Were the Siting Board to grant a comprehensive zoning exemption from the West Springfield Zoning Ordinance and the Springfield Zoning Ordinance, local zoning control over relevant environmental considerations listed in Section 9.6 and Section 1511, respectively, would no longer be applicable to the on-going operation of the proposed facility. See Braintree Electric Light Department. 16 DOMSB 78, at 186-187 c2008). The Company has testified that it is able to meet the requirements of both Section 9.6, and Section 1511 , and further that Section 9.6 contains exceptions for impacts associa~ed with noise and vibration during construction, and that it is a matter of interpretation whether or not Section 1511 applies to temporary conditions during construction (Exh. EFSB-Z-IO; Tr. 20, at 3470, 3473). Accordingly, the Siting Board approves WMECo's request for comprehensive exemptions from the Town of Agawam, Town of West Springfield, City of Chicopee and City of Springfield Zoning Ordinances, and the Town of Ludlow Zoning Bylaws, with the exception related to the enforcement of Section 9.6 of the West Springfield Zoning Ordinance and Section 1511 of the Springfield Zoning Ordinance. These comprehensive exemptions shall apply to the construction and operation of the proposed facility as described herein, to the extent applicable. See Planning Bd. of Braintree v. Department of Public Utilities. 420 Mass. 22, at 29 (1995). EFSB 08-21D .P.U. 08-\05/08-106 Page 138 C. Decision on G.L. c. 40A. § 3 The Siting Board finds pursuant to G.L. c. 40A, § 3 that construction and operation of the Company's proposed facility is reasonably necessary for the public convenience or welfare of the public. Accordingly, subject to the conditions set forth in Section IX, below, the Siting Board approves the Company's petition for an exemption from the provisions of the Town of Agawam, Town of West Springfield, City of Chicopee and City of Springfield Zoning Ordinances, and the Town of Ludlow Zoning Bylaws set forth in Tables 12 through 16, above. The Siting Board further approves the Company's petition for comprehensive exemptions from the Town of Agawam, Town of West Springfield, City of Chicopee and City of Springfield Zoning Ordinances, and the Town of Ludlow Zoning Bylaws, with the exception related to the enforcement of Section 9.6 of the West Springfield Zoning Ordinance and Section 1511 of the Springfield Zoning Ordinance. D. Analysis under G.L. c. 164. § 72 I. Standard of Review G. L. c. 164, § 72, requires, in relevant part, that an electric company seeking approval to construct a transmission line must file with the Department a petition for "authority to construct and use ... a line for the transmission of electricity for distribution in some definite area or for supplying electricity to itself or to another electric company or to a municipal lighting plant for distribution and sale ". and shall represent that such line will or does serve the public convenience and is consistent with the public interest. ... The [Djepartment, after notice and a public hearing in one or more of the towns affected, may determine that said line is necessary for the purpose alleged, and will serve the public convenience and is consistent with the public interest. ,,92 92 Pursuant to G.L. c. 164, § 72, the electric company must file with its petition a general description of the transmission line, a map or plan showing its general location, an estimate showing in reasonable detail the cost of the line, and such additional maps and information as the [Siting Board) requires.