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ems/ i' i f i i I Poolguard Alarms - Product Manuals �J�\/•(/�/ Page 1 of 1 R M ma n s ASTM n k y; Product Manuals Above-Ground Pool Alarm Alarms with a_date of manufacture between June 25th, 2003 and February 15th, 2004 I IAla.rms with a_date of manufacture w�. between February 16th, 2004 and the „} present In-Ground Pool Alarm Alarms with a date of manufacture between.,July 10th,,2001 and January 30th,_2003, Alarms with a date of manufacture between April 7th, 2003 and April 19th,_200.4 Alarms with a date of manufacture �s between April_20th, 2004 and the present c P -r- iscones creusees - mode i BAlarme pou ' d'emploi en franc (manual in French) Door Alarm IM 2001 - Present Gate Alarm 2001 - Present wo,fi' is • 4 '. '$ «HOME• In Ground Pool Alarm -Above Ground Pool Alarm -Gate Alarm - Door Alarm. -Contact Us - Buy.Poolgua.rd http://www.poolguard.com/product_manuals.html 5/16/2006 I GATE FITTINGS A FLAT BAJ� .OtLATCHASSEMBLY$ Pe�i"St eiahvarnze x ti NOTE This Item ass inclua'-wrtno na-fasteners DESCRIPTION � RT NO PERSA., � WEIGHT EA' PRICE .> =��"� 1 ork 16710 25 .56 N In Glass Felled Nylon Ptasttc - Other sizes available:on special quotation = ' ram z ` i DESCRIPTION. PART NO PERSACK:- 1NEIGHT EA PRICE 1 3/8"x 1 3/8" 17' 1 1.00 1 3/8"x 1 7/8" 17301 1 1 00 1 3/8"x 2 3/8" 17302 1 1.00 s �_. �'r?3+wsd.5T"".s. µ`t? ._.;. kt,.S a;: k5M _tee•, DESCRIPTION PART NO ;; PER`,SACK WEIGHT EA PRICE . 1 3/8"x 1 7/8 25 17303 89 �z 1 3/8"x 2 3/8" 17304 I 25 .90 - - -- ........_....... ----._._ _.. 1 5/8"x 1 7/8" _17306 _ 25 - 1.04 1 5/8"x 2 3/8" 17307 25 1.07 FLAT BACK BUTTERFLYLATCH 6?ressed Steel G�al�an�zed . .DESCRIPTION PARTNO . PER SACK. WEIGHT,EA PRICE , 1 3/8"Gate Frame 17310 25 .88 SPRINGALATCH �,�� � �'} ��� � Pressed Steel Galvanized ��`�� DESCRIPTION. PAVo PER SACK WEIGHT EA. PRICE ;, 1 3/8"Gate Frame 25 .68 " ; x Universal DESCRIPTION ............... ''PER SACK 1NEIGHT EA PRICE r+ i 1 7/8'Band 16201 50 34 `'' 1 .� - ---- -- - - - --- ---- ----- - --- _ ...__ .._.._. ---- _._. - 2 3/8".Band • 16202 50 .36 Universal �. 16401 100 .17 t AA MRSTC a:;,, d AFA I X ft ' i. e'I ., -,INC.0Or, p �/,t/o Prices&Specifications Subject To Change Without Not icea �-, For Policyand Terms,Please Refer to Page COV-1. " 1&w7 CopyrightOMaster-Halco,Inc.1995 Rev.1995 c CD Cis 't b � 'r Silzft-poo"fi • http://www.smartpool.com/website[YARDGARD/ygl8.hbn Vol El A R 2 96'riA Y 16 PH ( 4 7 SmartPool Sells to the Pool Trade Only.To Obtain SmartPool Products,Please Visit Your Pool Products Dealer. YARDGARD'•PROGRAMMABLE GATE/DOORIWINDOW'AIARM SYSTEM #YG18 •Program Your Own Entry/Exit Code •Convenient Single Button Pass I Reset Operation- 7 or 15 Second Delay Allowed for Adult Pass-Through •120 dB Alarm Siren-Minimum 95 dB at 10 feet •Auto Low Battery Chirp •All Hardware Included for Gate,Door or Window Mount •Listed by ETL to and CETL to CSA t' •Water-Resistant •Always On Device as Required by Barrier Codes Gate Alarms _ i ! •Can be Manually Reset or will Automatically Reset in 3 Minutes Y 4 Always-Resets to Standby State in 30 Seconds After Last SwitcfrActivation Ir •Alarm Goes Off Immediately When Triggered as Required by Barrier Codes •YG03 � ,k � �• I 4� t *Operates on 1 -9-Volt Battery(not Incl.) •YGIS •YG04 r n •Bilingual Installation/Operation Manual i U a y ✓ (English/French) } •Bilingual 4-Color Box(English/French) { u G MASTER CARTON WEIGHT:10 lbs(12IMaster) `� UNIT BOX SIZE:9'x 6"x 2" b 0A cIr FCN ONL (W-4'Q T of 2 5/16/2006 12:08 PM ;1e�Pl ��°�'� h � � �l 2� 8- a S3) NEW HOUSE SUBM If Submitted By December 22, 2005-Jan. 5, 2005-------- January 6-Jan. 19, 2005-------------------- January 20-February 2,2005--------------- February 3 —February 16,2005---------- February 17-March 2,2.005--------------- March 3-March 16,2005------------------- March 17-March 30,2005----------------- March 31-April 13, 2005------------------- April 14-27,2005-------------------------- April 28-May 11,2005-------------------- May 12—May 25;2005-----;------------- y May 26—June 8,2005------------------ June 9-June 22,2005-------------------- June 23-July 6,2005------------------------ Tnly 7-JuL The Protector Magnetic Gate Latch-Pool Safety Latch http://www.hooverfence.com/c6taiog/hardware/protector.htm `4 • Aluminum Fence • Fence Tools • Contact/About `1, f Elf c • Vinyl Fence • Gates/Hardware • Clearance � irl) ' �JJ • Wood Fence • Gate Operators • View Cart i Ir FENCE CO. s 1 • Chain Link Fence • Electronics • Search '. Hardware Index: I I I Federal and local pool codes require self-latching gates for pool barriers to keep unauthorized people from entering the pool area. Unfortunately,every year hundreds of toddlers enter the pool area and drown. Magnetic gate latches have rapidly become the safety latch of choice. "The Protector"""magnetic gate latch meets all pool codes when property installed. Give yourself peace of mind and protect your young ones with"The ProtectorTM"magnetic gate latch► • Highly Child Resistant • Key Lockable • Two Keys Provided • Adjustable Height k • Left or Right Hand Applications • Automatic Magnetic Latching • Simple Latch Release Knob • Available in black or white • Can be used on any kind of square framed gate/post • Fits gate/post gaps between 3/8"to 1*' • Mounting hardware included • Complete Instructions For Easy Installation • Pool Safe When Mounted According To Local Standards • Price includes UPS ground shipping in Continental USA! How this latch works:, "The Protector"magnetic gate latch works as a pool safety latch when Mt. matched with self-closing hinges.(click to find self-closing hinges for your ' , application)When the gate closes,the magnetic striker pulls the latch pin L0 -' securely into the striker.The gate cannot be forced open by a toddler with this system.The gate is opened by simply pulling up on the latch release knob on top.The latch can be locked with keys provided. !Y Protect your toddlers from entering the pool area with this pool-safe latch el 2004 HF 0 2004 HF y i li o 0 r Mounting on high latch post Mounting on low latch post Most swimming pool codes require a latch on a gate protecting a swimming pool area be a minimum of 54"above the bottom of the gate in order to put it out of the reach of small children. Self-closing hinges are required on pool-safe applications.Standard gate posts on fences less than 5'high may need to be extended higher to allow the latch to be mounted higher.In many cases the latch can be mounted to extend above the posts to attain height required.(see images above)Check your local pool codes which may vary. --�—)11 fof2 }-�S'loll� �1 CO �1Cs w i� ��� �� 5/18/2006 9:18 AM . � 1 • 5�1�T 2 of Z Zvi 2G Zaj�cf o GP i �\ bo f , v . . P �o'..g• �02� ZG3 ' <a A. •� tea. � • NJ • - l 57t E • 1614 $ l Jr If HEN STEP /AR P/Ivn r Proposal Page N.o... of Pages CARIVE 023, .mot..:... PROPASAL SUBMITTED TO fe 'i �e $ PHONE STREET t =N tt n DATE Ga CITY,STATE and�ZI CODE w; JOB LOCATION ARCHITECT 's' DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: J `d a sv lJ i _I 4v �''LC Y s 1 F✓ $� > i y ice_ at a 4 > 3 t zJ 4-1 9yyyy wn^' rYN 011 jk, , to PPII�708P',Hereby to furnish'material and labor—complete in accordan ce with above specifications, for the.sum of 'ayment to be made � dollars($ i�°��e �" s�;�_ s`. ,, �. 1 `� ,-..e .•�� ;�. _w=—) z t material is guaranteed to be as spec,.:__..All work to be completed in a workmanlike fs anner according to standard practices:Any alteration or deviation from above specifications v solving extra"costs will be executed only Upon written orders,and will become an extra Authorized V , arge over and above the estimate. All agreements contingent upon strikes„accidents. Signature delays beyond our control. Owner to carry fire,tornado and other necessary insurance. r workers are fully covered by Workman's Compensation Insurance, withdrawn.by us i>E no)accepted within " Note:This proposal may be XrP taurr Of p days.tttt II _ i d conditions are satisfactory landlar�ehereby acceove prices, specifications do the work as Specified. Payment will be_made aseoutl nedd. You aabove.re horized Signature le of Acceptance: i Signature i Indusionary Affordable housing Fee • Property Owner's Name J Project Location hu2T\� Project Value v-3 5fo 00 Permit Number_�"Tf � Planning Dept. INCLUSIONARY MOUSING FEE $ i 3 SG,®a PAID PLANNIN FPARTMEN'T INITIALS OP DATEDc-T G, fRqq TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 01 Is Map 171 Parcel Z 7 7 aqv Permit# ' 04 L>-49 Health Division Date Issued ~ 9 Conservation Division / Ci Fee Tax Collector`. 1 —a�aCak Treasurer INSTALLED IN COMPLIANCE I 1 WITH TITLE 5 Planning Dept. ENVIRONMENTAL CODE AND Date Definitive Plan Approved by P anning Board TOWN REGULA'TIO Historic-OKH eservation/Hyannis y Q Project Street Address 13191 e_.P ZJ Pr L6-i Z S - Village C,1F NTk_,e.0 I L C.E (Ll A- Q Z Z- Owner F CNgf1).Sm fti6UIR0 Address oY -TH0efAV Cf-W- -eyiCLE Telephone .-0 -2 ct 0 — 01 Z Z 6 ' Permit Request 61,w_; PQ`s I&CA- Square feet: 1st floor: existing proposed 1 2nd floor: existing proposed I ZOO Total new 2 Li 00 Estimated Project Cost f 3.6-i6wwU Zoning District Flood Plain Groundwater Overlay Construction Type r Lot Size toy 3 A CI E 5 Grandfathered: ❑Yes Cl No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: )§Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 Z 00 Number of Baths: Full: existing new Half: existing new f Number of Bedrooms: . existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑Other "7-6 0 C Central Air: ❑Yes 4 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name `Q Y)Q_Q J rW, _ Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED g - MAP/PARCEL NO. ' ADDRESS ?n'' VILLAGE > _ OWNER - r DATE OF INSPECTIOI`i: , (604 Iv� FOUNDATION I 1 r 9 , FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH, FINAL _ GAS: ROUGH FINAL FINAL BUILDING _ ir C) WOW DATE OfQS+ED OUT goIn ASSO T1O•�.N PLAN NO.-= .f t t a 16 i 5�x2 t i 57 0 �'.': �,,E f�2 7 . < �. ! A Q `V lt� Ft t ,. p . 57 f- ° �� �o \ 4614 S�x� ` > ,OF l STEPHEN 1ST. ' 40 Sa, tL fA 4613 �� The Commonwealth of Massachusetts Department of Industrial Accidents • � = ,,.� OI//CO OI/OYeSt/g8t/OOS 600 Washington Street , Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name. Pl if I n1 f�6 U 11Z location -5—Y city ®Z phone# I am a homeowner peforming all work myself~ I am a sole i3ropnetor and have no one working in anv capadtV I am an employer providing workers' ensation for MY 1 working on this 'ob.............. ....................................................... �Sr:i° :`•: i<: rri'ii:i =iiiS:i:'}••::::�:: :�:i ::=3:j i re :-::............ ] I am a sole proprietor,general contractor, homeown (circle one)and have hired the contractors listed below who have the following workers'.compensation polices: eomoanyname � ..... . }....... U. ........:.............:.::.............................................:::.::::...........................:.:t:.;.. ;:: ;; <: ..:: ................: atiress .v:::w:::::::::::::::... ::::n.•r{:.:;:4}}v::..v::::::::::w.:w:;):{}?:::{:.vv'+i?}. .....................:•::..............-..t........:•.................:................ ............-.-.. .. .t't•: } ....:..:.....:.b..M- .... :. ...trt t•:: :.v. {a.'•;}}} .}:.;Mx.'•:.:::�;t:5:i:2:: .:.............. ..:.r......... .......v.::::::::........ ......-....r;..:- ..... .... .. ...................f...... .. ........ ... ....v ........ ...... ...... ... ... .......... ... ..... ........ .... .... ........... :+•: :}Yenv::.:v}}rv:::}}i:•}}}i}:{•i:{4}i:i::is::::: .. ':�•4y L:�i�;:ii::il:iTi4:•:: {iY+ . 1 ..................... .. ... .... .........r................... ..n..r. .......ur..6..v.. IX<•.:: :.{ .t.r.v - }:{{w}:{::: M WE ::%{r.:: ••'•'`K. �•'•:i:iii:ii4i:$:isi}:i::Tisiiii:?i:i:t:•:viii: ::•:•:•:::ri{is s�: :':i:;:::i{$:T{:i{: :: .: ;.. ..•• vKi};ti;:vim•{:•:�+iii�?i .+•:M7i:• �:.�• r.+:...........................................:..:.:..... snvrame: .. > ' ` «:::+ M. d }� a ..:: .::...................:::::: ::::.... . t.,} .t. .{ :+•} :::<:>':>:<:;::;<;;::}:::::::{:<;{;:::.?:;::<::.•:::.•'}.:;•:'}>::}'.}•-•� .:{{.:::..;.<:: ....::, lice#�:.. ..:........... Fa lm s to seeme coverage as required under Section 25A of MGL 152 an lead to the imposition of e;iodaal penalties of a fine up to$1,500.00 and/or one years'imprisonment as weR as civil penalties in the form of a STOP WORK ORDER mad a fine of S100A0 a day against me. I understand that a copy of this stag may be forwarded to the Once of Investigations of the DIA for coverage veriscadon. I do hereby certifyunder the and penalties of pa ury that the informadon provided above a truce and coned Slgoatnre Date 7 — 0 printer 11CHitI9 MA-6yi 21f Phone# Off' 7190----------------- ------------- ofedml use only do not write in this area to be completed by city or town offthd K city or town: perm"cense it OBuilding Department ❑Licensing Board ❑checkif immediate response is required ❑Sdechnen's Office ❑Health Department contact person: phoned; ❑Other UrAwd 9195 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver a trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renews of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not ro duced'acce table evidence of compliance with the insurance coverage required. Additionally,neither the p P P commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the�ontrac�+f*+�g authority. Applicants . Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address.and Phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for capon of insurance coverage: Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensatioin policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the p._�.er iWlicense number which will be used as a reference n@nber. The affidavits may be ret<rmed fn the Department bymail or FAX unless other anaagements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts w Department of Industrial Accidents Me of mvestloadons 600 Washington street • Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 7274900 eat. 406, 409 or 375 . r - , - i - �• .. _ .' --, c f 1 .. � ., + - � '' . �, t � _, � , , t � .� _s .. � ... � j . , �� t .. ,,, �� . � 'r, y .�. _ _ � .� t � � .3 _ f - S \ � �,.� 5 s �1 t- t 't f 1 ��i- 4 r f � . 1� } J � • � � 1 I � I t �• , oc-D T® cL 0 5j-&S LIP �- E 6 Z'JYS !/ eAHT-t-- GcG C 3 — ? ,D rTi� q-h5 S- y�r v fZ ------- ----------------- �C-s3 41 730 CQMR Appendix J • I Table JLLIb(continued) ps ne Of"Paelragn for One and Two-Family Rnidmd-I Buildinp Heated with Fang Fula MMIMIUM hin"MUM wall Floor Haaemeau Slab HeadnWCooliag a g) v >s waive' tt,►au,a� tt w.0 a0>� mci= r' P�s� R-vaiuO Rrvalue' 5701 to 6500 Heating Degree D&W Q 12% CIA 38 13 19 10 6 Normal R 12% 052 30 19 19 10 6 Normal S 129A 050 38 13 19 10 6 85 AFUE T 15% 036 38' 13 25 NIA NIA Normal 0 IS'/fi OA6 38 19 19 10 6 Normal V 159G Q44 38 13 25 N/A NIA 85 AFUE w 13'd. 052 30... 19 19 10 6 85 AFUE X 18% 0.32 38 13 25 NIA NIA Normal Y IBA 0.42 38 19 25 1 NIA WA Now Z 18% 0.42 38 13 19 10 6 90 AFUE AA 189A 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: GSA)IN (i'i y 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 2- Z y®• 3. SQUARE FOOTAGE OF ALL GLAZING: A 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a 780 CMR Appendix J Footnotes to Table J121b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 W of glazing area. 2 ARer January 1, 1999,glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.53a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R 38 insulation and R 38 insulation may be substituted for R-49 insulation.. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R values represent the sum of the wall cavity insulation plus insulating sheathing(if used). Do not include exterior siding,structural sheathing,and interior drywall.For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned erawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. 'Tf:e entire opaque portion of any individual basement wall with an average depth less than 50016 below grade must meet the same R value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with.the other.glazing. Basement doors must meet.the door U-value requirement described in Note b. 'The R-value.requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building.udlizes eleetric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J52.la NOTES: a)Glazing areas and U-values are maximum acceptable levels.Insulation R-values are minimum acceptable levels. R value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.53b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 035). c)If a ceiling,wail,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average'R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 43 I ESTIMATED PROJECT COST WORKSHEET Value 56' 13a, W6 LIVING SPACE square feet X$ sq. foot= GARAGE (UNFINISHED) square feet X$50/sq. foot= PORCH square feet X$25/sq. foot= DECK square feet X$15/sq. foot= 20 OTHER square feet X$??/sq. foot= 1 35J00 Total Estimated Project Cost l g990915b — jJ1. V1 1P41 HOUIUAV, Depar Safety and Environmental Building Division 367 Main Street,Hyannis MA 02601 Muss. 1659. Fo Nto+'' Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE:—q'-5 b'rC(9 6 d , JOB LOCATION: .7 SA 140 A Y C f, [ TE 1 e Y/L L C number street village "HOMEOWNER": IZIC 14A-4 D n AG U[12 C 57�O 7— ? 10 0 l Z 78 SA,-7 f name home phone# work phone# CURRENT MAILING ADDRESS: o T17 O I fJ U �k C iev®t: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said proced d_equirements. rgnature of Horn Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently'used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN ., � S 84'25 01, 77 E.. 222 s2 10T 3 J:, 86.85 91 sx 3 Ni- �, LOT 2 /�" 62 263 sq.ft. 1�1�a - I�•1 - s•. 1t—tR t.999 . zj�� I CERTIFY THAT THE EXISTING FOUNDATION SHOWN HEREON COMPLIES 9 ..F WITH THE SIDELINE AN SETBACK 2� TH REQUIREMENTS OF THE;TOWN OF .. BARNSTABLE AND IS NOT LOCATED WITHIN THE - p xx ' IN THE F DPL - . - _ DATE: i �SEO ON AN CB/OH FND / \ INSTRUMENT IS VEYT B D THE OFFSETS g SHOWN HEREON SHOULD NOT BE, USEDTO DETERMINE PROPERTY LINES C. ASSESSORS.MAP 171,-PARCEL 277 � y CERTIFIED PLOT PLAN � a o JQ rn - Y. �. LOT 2 BA WA LOT 1- .LOCATION: CENTERVILLE, MASS SCALE 1 ,= 40' DATE: 11-19.-1999 PLAN REFERENCE: PLAN FOR WEST PRECINCT \ REALTY,TRUST -.LINE TABLE BAXTER,-NYE & HOLMGREN,.- INC. ._i•9 =� - \ •LINE LENGTH BEARING - REGISTERED-LAND SURVEYORS Ci2 - v _ CIVIL-Li � 2 "W � � 'NO2.53�59 \ 044 812 MAIN STREET OSTERVILLE, MASS.,'0265 � 5 vy Q� APPLICANT:. RICHARD MAGUIRE 99094 (CPP01 DWG) 6 �3 7'Gfe) jzE,4 U o iL c Ertr�t2-f1�Lt ��73Z 49 29& 22.:^35 138 L i 201. I 4— is _,� 0 4 _ Lo v 3 rn 121' v 6'6 13'1— I —4 o � v —4 3 14'5 Lo o M L_L 5 84 -68 ' 68— --84 j 5 f F 40' LIVING AREA 1455 sq ft SMOKE DETECTORS O.K. y BARNSTABLE BUILDING DEPT. I ' 40' 8'6 8'5 919 134 4'2 4'4 5'6 2'11 ;--4'3 56 4'2 9'2 ------------------------------ \i 81—� co h"b' QV _ : N M U 12'9 6'11 0'8 p� LO --------------- —y--------------- Cl) 4'10. 410N N M 169 � zo IZoo r- V/Zod-� � O � N y, I CO ------------------------------ ------------------ i -5' 8'4 6'8 2'9 3'11 8'4 5' 22'9 17'3 40' -------------- LIVING AREA 1200 sq ft 1/I'CDX PLYW r O 16'O/C ASPHALT SHINGLE 2 X I0.611111112 16'OIC 8'WSULATION 1/2'SHEETROCK 8' TYVEC 1R'CDX PLYWOOD 2X4 16'O/C 3 M'FIBERGLASS INSULATION 3/y��Tt6 \ M CDX PLYWOOD WHITE CEDAR SHINGLE 5 1/2'TO WEATHER 2 X1216'O/C H TR 1R S EE OCK 6' TYVEC 1Q'CDX PLYWOOD 2X4 16'O/C 3 5/6'FIBERGLASS INSULATION ?Iq ro W CDX PLYWOOD WHITE CEDAR SHINGLE 51/2'TO WEATHER 4 FIBERGLASSINSULATION' 2 X12 16'O/C £ sjw 7' LALLY COLS,8'OIC' WATER SEAL .';yyf£fyyFs;fffyfffff, :f�fi£f'fff££5££iSfS 8'CONCRETE WALL 3'CONCRETE FLOOR .off•. •f f:>:> <n. s °Sy ;f 'fi>f Hj"2 it ; &24=t5ONCRTf ffff,f<f< - .:. .: ,• s£ ,< 'Yff 1 �f r WHITE PINE COLONIAL FIRST FLOOR 1200 SQ.FT. SECOND FLOOR 1200 SQ.FT. TOTAL SQ.FT, 2400 WINDOW SCHEDULE 20-24X24 DOUBLE HUNG 3 -24X 16 DOUBLE HUNG-3 BATHROOMS 1- 40X40 CASEMENT-KITCHEN DOOR SCHEDULE FRONT AND BACK DOOR 3'X6'8" SIDE DOOR 2'8"X6'8" PASSAGE DOORS 2'6"X 6'6" LTNNEN AND CLOSET 4-4'X 6'6" 3 -2'X 6'6" ' �. . e � � e � e � 1 IM 9 F 3 \G� ''� ' � \� ee e e I a ' 40' i 31's �q T I I_________--------------------------------------------------- I' --------------------------------------------------------------- I j M I i m o M :i i I I I 1 ________________ ;. L ---------------------------------------------------------------- ---------------- I 40' LIVING AREA 1241 sq ft 1 1 'A WCGuideft) WiWO)nstriietion in High Wind Areas: ]]0 mph lVind Zone Check Compiiance 1.1 SCOPE 1.3 'APPLICABILITY � �� o�heu 2�ohoo Number nfS�heu --------------------'VF�2>---------�-^--- � RoofPitch ..........................................................................(Fig 2) ........................................... 51212 Mean Roof -`~' ������������������ (Fig 2).................................................z1 ftu33 �� � u� 07 8u�d�gV�d�.VV----------._---------.(�g3)---------------- BuildingLength, L ..............................................................(Fig 3>................................................. ���ft 50I ,^ Building Aspect Ratio(LAM ...............................................(Fig 4>............................................... -�� Nominal Height of Tallest ...................................(Fig 4)................................................ -Al'':5O'8^ 1.8FRAM|NG CONNECTIONS ' . �^ General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of7OOCIVIR54O41 Concrete................................ ................................................................................... ........... Concrete Mauonry ----------------------' ---------------------. _-_- 22 ANCHORAGE TQFOUNDATQN`' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onlyx/ Bolt Spacing-general ..........................................(Table 4)............................................... _30- in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... _0L_in. !5G^-12^ _ Bolt Embedment-concrete.........................................(Fig 5)................................................. 1?-�in.�:7^ Bolt Embedment-masonry.........................................(Fig 5)............................................ in.�:15^ -- PlateWasher...............................................................(Fig 5>...............................................�t3^x3^xW 31 FLOORS � Floor framing (per � ~~ ----------� ------l�'---' Ma�mumF�orOpening Dknenu�m-----------'(�g6)----------------' ft512 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbeahng Walls orSheanwo|................(Fig 7).................................................... ft :5d Maximum Cantilevered Floor Joists Supporting Lnodbeohng Walls orSheonma||................(Fig 0...................................................._ ft :5d Floor Bracing otEndwaUo...................................................(Fig 0.................................................................... Fbo Sheo��gType (per ' �� ------------------' -------� �/�.-' �mrShea�ingTh�kneas ----------------.�or78OCMRChop�r��-------' in. Floor Sheathing Fastening..................................................(Table2)' d nails at_6, in edge/ IZ in field _L/11' | � 4.1 WALLS Wall Height Loadbeorng walls........................................................(Fig 1O and Table 5)........................... :510' w� woUa----------------(`� 1OandTab�5)---------_-�u �uo Wall - ......... ...............................(Fig 10 and Table 5)...................UP in.5 24"n.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ jL-ft :5d -��- 4.8 EXTERIOR WALLS' Wood Studs ' Luadbeohng walls......................... --------^'(Table 5)..............................vv ft G in. N Luodbeohng walls................................................(Table 5)..............................2x_la_' ft_Lin. Gable End Wall Bracing' Full Height Endvwall Studs............................................(Fig 10.................. ---------------- -V�- � VVSPAtticF�or Length----------_----'(�g11)--------------. ��V�3 Gypsum Ceiling Length(if VVSP not used)...................(Fig 11)................ ..........................._- ft�:O.9VV 2x4 Continuous Lateral Brace @G ft.o.c. '(Fig 11).............................. .............................. Double Top Plate Splice Length ---------.---------.(RQ13 and Tob�G)------------._@L� � Splice Connection(no.nf1Gd common nails)..............(Table G)........................� ................................ tl � � < A WC wide to Wood Construction in Hid h Bind.Areas:1.10 mph Wind Zone Massachusetts Chccktist for Compfianc+e(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)..:...................................................� Non-Loadbearing Wall Connections ` Lateral(no.of 16d common nails)................................(Table 8)......................................................... Z ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. G ft=in.<_11' Sill Plate Spans ........................................................(Table 9)..................................... ft_in.<_11' Full Height Studs (no. of studs)...................................(Table 9)........................................................ 3 ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._ft_in.<_12' Sill Plate Spans............................................................(Table 9).................................._ft_in.s 12" — Full Height Studs(no. of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openingz ..............................................................................�rz rtv <6,8„ SheathingType............................. ................(note 4).......................................................COS ✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 3_in. ✓ Field Nail Spacing..........................................(Table 10).................................................40 in. ✓ Shear Connection(no.of 16d common nails)(Table 10).........................................................Zbr-r Percent Full-Height Sheathing.......................(Table 10).................................................... % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Openingz.........................................................................(a<6,8" SheathingType..............:...............................(note 4)....................................................... r LLt- ✓ Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. ✓ Field Nail Spacing..........................................(Table 11)................................................. (o in. Shear Connection(no,. of 16d common nails)(Table 11).......................................................j&- Percent Full-Height Sheathing.......................(Table 11).................................................... 700/0 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ....................................................(Figure 19).............. 1 ft<_smaller of 2'or U3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= 3v3 plf Lateral.............................................(Table 12).............................................L= two plf ✓ Shear...............................................(Table 12).............................................S= �7 plf ✓ Ridge Strap Connections, if collar'ties not used per page 21... (Table 13)................................T=20 plf ✓ Gable Rake Outlooker.........................................(Figure 20).............. f ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................:...............................(Table 14)............................................U= �' lb. ✓ Lateral(no. of 16d common nails)...(Table 14)........ .:............................L=11& Ib. J� Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ..............................................1/Y in.>_7/16"WSP ✓ Roof Sheathing Fastening...........................................(Table 2).......................................................... 96 Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. AWC wide to Wood Construction in High Wind areas: 11 U mph Wind Zone Massachusetts Checklist for Co pl nce (780 Cit-R 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figure below:Vertical and Horizontal Nailing for Panel Attachment >,vtmti,e9 EDGE RG+'7801i '—.ATS fbl NllB AT 6'm, ' n n ' II „' I I Il N I, IN i I UW 51-ACM I r�au erace� ---- '• I I w I It e i FR4MI MCM II Ff I i I Z BW - I _ � � a•raev. 6TAr FIW s M1IYRPATTFt" g T^PANEL PAMI NME . DOt1F1kWILEbGEBPAL1WI3ETAi 'I l 4-1 p ,S43.:.� i veri 118 Handers Road Westborough, MA 01851 i C FINAL CONSTRUCTION CONTROL AFFIDAVIT k Verizon Site Name, Centerville� 2 MA 0 .cZVI J � Project- yo Wireless Telecommunications �.Installatioh,on Pre Existing'Trans iMion Structure- YL b . .. Address: 52 Baird Way Centerville, MA 02632 Date: DECEMBER 71 201$ r CHAPPELI - " ENGINEERING zonv ASSOCIATES,LLC Civil•Structural•land Surveying R.K.Executive Centre o 201 Boston Post Road West o Suite 101 "Marlborough,MA 01752 t.508.481.7400 e www.chappellengineering.com a P.508.481.7405 ---- - -- -------- CHAPPELL ENGINEERING ASSOCIATES,PLC Civil•Structural•Land Surveying December 7; 2018 Cellco Partnership (dba Verizon Wireless) 118 Flanders.Road Westborough, MA 01851 I , Reference: Engineering Field Visit and Completion Affidavit Verizon Site Name:Centerville 2 MA Site.Address: 54 Baird Way,Centerville,MA 02632. CEA Job Number: 96210.344 Scope of Work: The recently completed installation of a new wireless telecommunications site located at the above referenced location consists of a 12'-0"x20'-0 (240 S.F.) reinforced concrete pad.with(2)equipment cabinets, back-up diesel generator, (6) remote radio head (RRH) units, GPS antenna and overhead ice shield all.within a new 13'-0"x2.1'-0".(273 S.F.)fenced area(at ground level) and (6) panel antennas (on modified NSTAR transmission structure#199). (12)-1%"0 signal cables were routed underground within newly installed PVC conduits from the equipment cabinets to and up along the face of the pre-existing transmission structure to the.newly installed panel:antenna array. Pre-existing municipal electric and fiber telephone services were utilized as required for utility services to equipment installation. Electric and fiber telephone service handoff equipment was installed per the direction of the utility companies; Engineering Field Visit On November 1, 2018 Chappell Engineering Associates, LLC performed a field inspection of the newly installed Verizon Wireless telecommunications installation described above to verify general conformance to the engineering construction documents (Revision#2 noted as"Revised Per Comments"dated 9/15/17). The following site photos and field visit form document our field visit, and the enclosed Final Construction Completion Affidavit is attached as requested. . Very truly yours, Chappell Engineering Associates, LLC tNOF Cd EMENT�. MLEK Clement J. Salek, P.E. RX Executive Centre a 201 Boston Post Road West a.5ufte 101.a Martborough,MA 01752 _ _ t.508.481.7400 a www.chappefter4neering.com a f.508.481.7406 -� " Final Construction Control.Document To be submitted at completion of construction by a d Registered Design Professional for work per the ninth edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Centerville MA Date:12/7/2018 Permit No.B-18-3517 Property Address: 54 Baird Way,Centerville,MA 02632 Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: i The recently completed installation of a new wireless telecommunications site located at the above referenced location consists of a 1T-0"x20'-0" (240 S.F.)reinforced concrete pad with(2)equipment cabinets;back-up diesel generator,(6) remote radio head(RRH)units,GPS antenna and overhead ice shield all within a new 13'-0"x21'70" (273 S.F.)fenced area. (at ground level)and(6)panel antennas(on modified NSTAR transmission structure#199). (12)-15/8"0 signal cables were routed underground within newly installed PVC conduits from the equipment cabinets to and up along the face of the pre-existing transmission structure to the newly installed panel antenna array.Pre-existing municipal electric and fiber telephone services were utilized as required for.utility services to equipment.installation.Electric and fiber telephone service handoff equipment was installed per the direction of the utility companies. I Clement I Salek MA Registration Number: 47382 Expiration date: 06/30/2020 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,.computations and specifications concerning: Architectural Structural: Mechanical Fire Protection Electrical X Other:Describe Entire Project . for the above named project. I,or my designee,have performed the necessary:professional.services and was present at.the construction site on a:regular and periodic basis.To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building:permit and that I or.my designee: 1. Have reviewed,for conformance to this code and.the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with ahe progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code: Nothing in this document relieves the contractor of its responsibility, regarding the provisions of 780 CMR 107. LZ>jOF Enter in the space to the right a"wet" or -CLEMENT electronic signature and seal: 8MLEK CML 0. 796x Phone o e number: (508)481 7400 Email: csalek@chap engmeermg.com All Building Official Use Only Building Official Name: Permit No.: Date: ersion ri:X�r „Sr:•N:1. .fi.�. �� '/���.: f�Sr '�:" � .Y"Ji+d r' o i� ii. '�^ ST•i^,: ? 3r,✓�+t" � u Ps� 'v'�'"y ;+'4 � .a� . 10, 74, �'4,5 ` c'^•''�'�aa�`.r..�'��,'*�"a��-,ri"�F �i" �1�-'�'� r a �n �£�� !� 'c' _�' x� t', �� p' �ji . `.} 11 t S,A�y �..�.+'t t ��'�'i���� ,�[ •4 h y'Y�i„��,� ��r;. � 4 � .T. R s f .,y� ,*r y,�• ti� oAl r z 1 { All -------------- rI T r� •.,� � �= �. r r��Cp � Y ,� f";=.:: ,`'vr���,; �" �'w � a�N � �k�x+� _.».a+ 7,�5*r"�Y1x'•- g "�,,,'�; s�. �Y .,s(,� � b"+ t ^ y , 1! Jay` ..�1. S• f Sf�,yf� k} ���� ,o � � `M,�..,.r. 5 y ,� � � � M y • sw.w^" � 4`s ff f T 4.•; �'" a d"� r/ fA.+ �fr #si:'t s!• �;;, " ;�. � •�� �;� ���<{"sue`;.. 0,k..,' �'µ t.+^�,'Y�,h%r�e- ++di' , r -^a* ,�k""+� � � •�yw�R��Y' 'ram. � • TAB .xc. . � t ' or I� f� 1� i� 1 1ft� I� I�1� I/,ItyAn / - r LEI C' P r 1 a q4l$ a R , w s Newly Installed Equipment.Cabinets Installed on Newly Installed Concrete Pad dt.71 3 a #- . ,i - ""'�,� -was�E�- - -- a � t 4.. R Newly Installed(6)Remote Radio Head(RRH)Units and(9)Diplexers Mounted to Newly Installed Unistrut Rack BRIM { 12 Newly Installed sta ed Coaxial Signal Cables RoutedUnderground ithi W n Newl Installed Underground.Conduits ( ) Y gY g a G,,�` <.,,• ,4�+ ,� ;�kr. ...a$�A k .r !fit �niF �,�.t„, i 1.N�Pe,.11" r ' `: tz#' '�fif ! JaIMm"+"Fj, r� /�.�%�`$" �� �lk�ll' If• �g{� dC' 4 v y. � 54,' �$ r 4 , d?,p �i• F R r A. (12)Newly Installed Coaxial Signal Cables Routed Up Along Modified Transmission Structure (#199) 1 S� a a✓ s (12)Newly Installed Coaxial Signal Cables Routed Up Along Modified Transmission Structure (#199) , 3 I , x , (12)Newly Installed Coaxial Signal Cables Routed Up Along Modified Transmission Structure (#199) , i (12)Newly Installed Coaxial Signal Cables Routed Up Along Modified Transmission Structure (#199) 1 �r 3 } (6)Newly Installed Panel Antennas Mounted At To Of Modified Transmission Structure #199 P ( ) er ff:7 e JI AMA (6)Newly Installed Panel Antennas Mounted At Top Of Modified Transmission Structure (#199) � - t �g^ L h t f a 4 Newly Installed Cross Bracing Installed On Modified Transmission Structure(#199) DocuSign Envelope ID:D4DD6618-4DC2-4513-BC7D-AOFE46F9B9AD ;,;SolarCity. Power Purchase Agreement Here.are the key terms of your SolarCity Power Purchase Agreement Date: . 1/8/201s 0 11500 20years System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure,maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. ±. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement. o • We warranty your roof against leaks and restore your roof at the end of the agreement,as"specified in the agreement.' • The rate you pay for electricity,exclusive of taxes,will never increase by more than,2.90% p year. I . The pricing in this PPA is valid for 30 days,after 1/8/2015. ' • We are confident that we deliver excellent value and customer serviceTAs a resulQyou are.free to cancel anytime at no charge prior to construction on your home Estimated First Year Production ; 5,387 kWh _ r t Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address . Customer Name Installation Location ` William Sullivan 54 Baird Way L2 54 Baird Way Centerville, MA 02632 Centerville, MA 02632 Options for System purchase and transfer: Options at the end of the 20 year term: ' • If you move,you may transfer this agreement to theme purchase of your SolarCity will remove the System at no cost to you. Home,as specified in the agreement. You can upgrade to anew System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under anew contract. System. You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. You may renew this agreement for up to ten(10)years in • two(2)five(5)year increments. 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 888.765.2489 SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 118/2015 10 493595 Z DocuSign Envelope ID:D4DD6618-4DC2-4513-BC7D-AOFE46F9B9AD 22. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:William Sullivan EXPLANATION OF THIS RIGHT. Euk,W. Docusigned by: 23.ADDITIONAL RIGHTS TO CANCEL. Signature: B4D20139DB404E6... IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL 7 THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 1/8/2)15 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 1/8/2015. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 1/8/2015,SolarCity reserves the right to reject this PPA unless you Signature: agree to our then current pricing. Date: 50 rCi „ _ la t Y Power Purchase Agreement f , 50LARCiTY APPROVED -Signature: .... UNDON RIVE, CEO (PPA) Power Purchase Agreement ern Sutarcdy Date: 1/8/2015 a�o Solar Power Purchase Agreement version 8.2.0 493595 Version#42.2 104,SolarCity. OF YQO JIN K March 6, 2015 VI y No.4 7 Project/Job#026766 .o , RE: CERTIFICATION LETTER Tfc OAIAL� Project: Sullivan Residence 54 Baird Way,L2 Di stall signed b Yoo Jin Kim Centerville,MA 02632 g g y Date: 2015.03.0615:25:33 -08'00' To Whom It May Concern, ` A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review,was based on site observations and the design criteria listed below: Design Criteria: - -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS -Risk Category= II Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf MP1: Roof DL= 8.5 psf, Roof LL/SL= 18.3 psf(Non..-PV Areas), Roof LL/SL= 11.4.psf(PV Areas) F Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load,PV assembly load,and live/snow loads indicated in the design criteria above. '. I certify that the structural roof framing and.the new attachments that directly support the gravity loading and wind uplift loading from_ PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition., Please contact me with any questions or concerns regarding this.project. Sincerely, Yoo Jin Kim,P.E. , Professional,Engineer Main: 888.765.2489,x5743' - email:.ykim@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AYROC243771,CA BSI.OVA104..CQ.EC8041.OTHiGOC.-2778,DCH1071701-lgr,DG!{,a^,Y74Q1dA8.HlC'i.�Z2P.t.MHIG i66$71.A$1 h11.71C�128NS,NJ 13VH0,11E0300,. OR CC${8b408.PA 077343,Tr:TOLR 27065.WA CCL:SOLARC'91?07 O 2013 60LW0ty,At!49NS,eceroed - . 03.06.2015 SolarCityPV System Structural Version #42.2 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Sullivan Residence AHJ: Barnstable Job Number: 026766 Building Code: MA Res. Code, 8th Edition Customer Name: Sullivan, William Based On: IRC 2009/ IBC 2009 Address: 54 Baird Way, L2 ASCE Code: ASCE 7-05 City/State: Centerville, MA Risk Category: II Zip Code 02632 Upgrades Req'd? No Latitude/Longitude: 41.665151 -70.368456 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Smiki Savicic Calculations: Abe De Vera P.E. EOR: Yoo Jin Kim P.E. Certification Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP 14 40 -16 10 IL r It 41 D(1�1,988&MaSSGIS, C 54 Baird Way, L2, Centerville, MA 02632 Latitude: 41.665151, Longitude: -70.368456, Exposure Category: C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK -.MP1 Member Properties Summary MPl Horizontal Member Spans Rafter Properties Overhang 0.74 ft Actual W 1.50" Roof System Properties San 1 14.58 ft Actual D 9.25" Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A' 13.88 iri.^2 Re-Roof No. San 4 S. 21.39 in.A3- Plywood Sheathing Yes San 5 I 98.93 in.A4 Board Sheathing None Total Span 15.32 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 4.25 ft Wood Species SPIF ' Ceiling Finish 1 2"Gypsum Board PV 1 End 15.42 ft Wood Grade #2 Rafter Sloe 350 PV 2 Start _: Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing Full PV 3 Start E 1400000psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.5 psf x 1.22 10.4 psf 10.4 psf PV Dead Load ''PV-DL _ 3.0 psf x 1.22 37 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load I LL SLl,z1 30.0 psf x 0.61 1 x 0.38 1 18.3 psf 11.4 psf . Total Load(Governing LC TL 28.7 psf 25.4 osf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 .2. pf= 0.7(Q(Ct)(IS)p9; Ce=Ct=IS=1.0; Member Design Summary (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1 1.15 1.00 1 0.30 1 1.1 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 24 psi 0.7 ft. 155 psi 0.16 Bending + Stress 509 psi 8.0 ft., 1273 psi 0.40 - Governs ,Bendinq H Stress -9 psi 0.7 ft. -378 psi 0.02 Total Load Deflection 0.37.in:. ` 571' `. .�8.0 ft.. - 138 in. 120 0.21 r. LOAD ITEMIZATION MPi PV System Load PV Module Weight(psf) - _ _ 2.5 psf Hardware Assembly Wei ht s m 0.5 sf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPi Existing Roofing Material Comp Roof (ai Layers) 2.5 psf Re-Roof No Underlayment_ Roofing Paper .0.5.psf• Plywood Sheathing Yes 1.5 psf Board Sheathin .�None _ Rafter Size and Spacing 2 x 10 @ 16 in. O.C. 2.9 psf Vaulted Ceiling,_ No Miscellaneous Miscellaneous Items 1.1 sf Total Roof Dead Load 8.5 Psf MPl 8.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Mem1.ber Tributary Area At _U <200 sf Roof Slope 9/12 Tributary Areaiieduction Rl_ _ 1 _®� ..-- Section 4.9 Sloped Roof Reduction RZ 0.775 Section 4.9 Reduced Roof.Live Load Lr Equation 4-2 Reduced Roof Live Load Lr 15.5 Psf MPl 15.5 sf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? g _ Yes 5 . Effective Roof Slope _ 350 Horiz •Distance from Eve to Ridge,, _r W _WI Snow Importance Factor IS 1.0 _ Table 1.5-2 _v _' ,a¢ "�.--- • Partially Exposed.�. -. Snow Exposure Factor Ce 1.0 Table 7-2 _ _ .— _--- Snow Thermal Factor Ct All structures except 1 s0 indicated otherwise Table 7-3 —e ._S_— . _�-- --- _ .._., .� �_ _ .7,...__� Minimum Flat Roof now Load (w/ ---- ----�--�-_._... _ _. Rain-on-Snow Surcharge)- Pf-min '21.0 psf 7.3.4&7.10 Flat Roof Snow Load of of= 0.7(Ce)(Ct)(I)pg; pf>_ pf-min Eq: 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 0.9 Design Roof Snow Load Over PS-roof= (CS-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 18.4 Psf 61% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-pV Unobstructed Slippery Surfaces Figure 7-2 0.5 Design Snow Load Over PV P5-PV= (CS-PV)pf ASCE Eq: 7.4-1 Modules PS°� 11.4 psf 38% I (CALCULATION"t!5IGNdWINC-LOADS=MP1 7 Mounting Plane Information Roofing Material Comp Roof: PV System Type__ _ y___ _ _SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware CompMount T e C Roof Slope 350 _. . -- -- ----- _ — . _..- ...4- �— — Rafter Spacing __ _ T 16"O.C. Framing Type Direction �Y-Y Rafters Purlin Spacing, X-X Purlins Only ' NA Tile Reveal Tile Roofs Only NAB~^ e Attachment S Tile Roofs_OnIy_ NA Y Til y stem , Standin Seam ra S acin " SM Seam Onl NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind"Design Method_. ___�4__ _^�_ - Partially/Fully,Enclosed Method���_ �� Basic Wind Speed t V 110 mph Fig. 6-1 Exposure Cate9orY—_ _ '�— = C Section_6.5.6.3� Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height - � h 25.ft I Section"6.2, Wind.Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Section 6.5.7 Wind Directionality Factor _ Kd 0.85 Table 6-4 Importance Factor` ' I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GCI)(Down)' 0.87 " Fig.6-11B/C/D-14AjB Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure Up p„ -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever - . _ Landscape _ -_° ;—24" DNA - --r Standoff Confi uration Landscape Staggered Max Standoff Tributary Area Trib " a18 sf_ _- — —- - - --- P_V Assembly�Dead Load W-PV----'.---- 3 psf Net,Wind-Uplft at Standoff w Tactual388 Ibs -- - --- Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity 'DCR 77.6% TM X-Direction. Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max AII_owable Cantilevers Portrait . 171, NA Standoff Configuration Portrait Staggered Max Standoff Tributa Area; Trib__ -_ 22 sf PV Asse bly Dead Load+ W-PV 3 psf Net�Wind;-plift_at_Standoff _ T actual -485 ltis Uplift Capacity of Standoff T-allow . - .500 Ibs y Standoff Demand Ca aci DCR 97.0% Barnstable Police Department Page: 1 Call Number Printed: 10/22/2020 For Date: 10/22/2020 - Thursday Call Number Time Call Reason Action Priority Duplicate 20-58390 1013 Phone - DISTURBANCE, NOISE ADVISED 3 Call Taker: 303 - PTL. GUSTAVO B ELOY Call Closed By: 877 - DISPATCHER JOHN H COULOMBE 10/22/2020 1129 Call Modified By: 877 - DISPATCHER JOHN H COULOMBE Location/Address: [CEN] Party Entered By: 10/22/2020 1016 303 - PTL. GUSTAVO B ELOY Calling Party: INGRAHAM, Party Entered By: 10/22/2020 1018 303 - PTL. GUSTAVO B ELOY Involved Party: BARNICOAT, Party Entered By: 10/22/2020 1127 212 - PTL. CHRISTOPHER C KELSEY Involved Party: WILSON, Unit: 236 PTL. CHRIS'TOPHER C KELSEY Disp-10:16:55 Arvd-10:35:41 Clyd-11:29:16 Arrived By: 212 - PTL. CHRISTOPHER C KELSEY Cleared By: 877 - DISPATCHER JOHN H COULOMBE Unit: 238 PTL. THOMAS J HARMON Disp-10:20:36 Arvd-10:37:23 Clyd-11:29:17 Arrived By: 238 - PTL. THOMAS J HARMON Cleared By: 877 - DISPATCHER JOHN H COULOMBE Narrative: 10/22/2020 1016 PTL. GUSTAVO B ELOY Rp states that her neighbor to the rear in running a lumber company in his backyard. Complaining about overwhelming noise that starts early in the morning. Narrative: 10/22/2020 1126 PTL. CHRISTOPHER C KELSEY Modified By: 10/22/2020 1356 PTL. CHRISTOPHER C KELSEY Spoke with ANIMM Wilson who stated that he works for MW Barnicoat at Cape & Islands Tree Service. I observed Mr. Wilson operating a Dingo (skid steer) machine as we arrived on property. I observed Full logs being stored on property. Cut logs being stored on Property. Wood Chips. Wood Splitter, chipper, dingo, trailers and truck. The property is to th rear of 295 Prince Hinckley and is under the control of" Woods. Cape & Islands Tree company has been using the power lines to access the property where they have been working. It is obvious that there is a busniness being run from this property. Mr. Wiilson even made mention of taking some materials to an off site processing location as it is two big for the equipment on site. Logs are being brought to this location and are not being cut from this location. The RP called the station after we cleared the call to report that Mr. Wilson had gone to her home to speak with her. r Ulf � i C\� i-A Sell ® Complete items 1,2,and 3. A. Si are ® Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee o Attach this card to the back of the mailpiece, B.Veceived tp I Orinted Nam C. Date of Del ery or on the front if space permits. �o / 1. Article Addressed to: D. Is delivery ad ss different from item 17 ❑ es If YES,enter delivery address below. ❑No (I I�III�I III I�I I II II I III IIIII(II I I I IIII I III 3. Service Type ❑Registered 'Scpress® ❑Adult Signature ❑.Registered MaiITM ❑Adult Signature Restricted Delivery p Registered Mail Restricted Certified Mail® Delivery 9590 9402 1933 6123 1428 74 ❑Certified Mal Restricted Delivery Returri Receipt for ❑Collect on Delivery Merchandise _2._Article_Number_(Transfer_from_servic_e_label) El Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM' ❑ I Mail Signature Confirmation 3,t 74015 17301 0001 4 9 9 M�3 5 2 r3 j { i I I Mail Restricted Delivery Restricted Delivery _ _ 00) PS Form,3811,r►u,�y2,�" "0 021000 Domestic Return Receipt USPS TRACKING# First-Class Mail Postage_&Fees Paid USPS Permit No.G-10 9590 9402 1933 6123 1428 74 United States •Sender: Please print your name,address,and ZIP+4®in this box* Postal Service TOWN OF BAKINMADL L, I T® .. , � = � 6JILDI�iG DI�IIS�Q 200 FAIN ST j HYANNIS, MA 02601 I I ;i#` {r r fF: -iiJs r7.., F: •._: i.'i i ... t III + }e :.r i }rt r ::: _}..,.i.�- i�= __},_:•}e =,.,.=f:;=.�_ rJ • ° (m c C F I I A L Certified Mail Fee D" $ Extra Services&Fees(check box,add fee as appropriate) �XM3 Jn . ❑Return Receipt(hardeopy) $ ,>g r -c ❑Rc� Receipt(electronic) $ Postmark C3 ❑Certified Mail Restricted Delivery Q ❑Adult Signature Required $ �'' ty ❑Adult Signature Restricted Delivery$ G ` Postage• r' N $ Total Postage and Fees LrI Sent To ------- - ________ __ N sfreef and Apt.No.,or PdPox N& Cliy State,ZIP ,J4-? t�-1---•------------------------- Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail labeq. for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the •A record of deliveryg p retail associate. (including the reci ieM's 'L' signature)that is retained by the Postal Service' Restricted delivery service,which provides r for a specified period, delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders: Adult signature service,which requires the —L •You may purchase Certified Mail service with signee to be at least 21 years, }age(not --L First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. 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USPS postmark.If you would like a postmark on ri ■For an additional fee,and with a proper this Certified Mail receipt,please present your -- endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for F—, the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion_ of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece.C' electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. Ps Form 3800,April 2015(Reverse)PSN 7530.02-000-9047 1 own of Barnstaple Regulatory Services oF�e rqy Richard V.Scali,Director Building Division wSTABIX * Paul Roma,Building Commissioner MAM � 1639• ��� 200 Main Street,Hyannis,MA 02601 prFD MA'S A Office: 508-862-4038 Fax: 508-790-6230 Notice of Zoning Ordinances Violation(s) and.Order to Cease, Desist and Abate: William F. Sullivan,III and all persons having notice of this order. As owner/occupant of the premises/structure located at 54 Baird Way, Centerville,MA 02632 Map 171 Parcel 277,you are hereby notified that you are in violation of the Town of Barnstable Zoning Ordinances and are ORDERED this date,June 15,2017, to: 1. CEASE AND DESIST IMMEDIATELY,all functions connected with this violation on or at the above mentioned premises. SUMMARY OF VIOLATION: Violation of Town of Barnstable Zoning Ordinances: Chapter 240 Section 13 RC Residential District 2. COMMENCE immediately,action to abate this violation. SUMMARY OF ACTION TO ABATE: Any and all commercial uses including but not limited to construction and/or landscaping, storage of material, commercial and employee vehicles and all related equipment. Remedy: Register business (dba certificate) and relocate business to an appropriately zoned location. And,if aggrieved by this notice and order,to show cause as to why you should not be required to do so,by filing an appeal with the Town Clerk of Barnstable,a Notice of Appeal(specifying the ground thereof) within thirty(30)days of the receipt of this order(in accordance with Chapter 40A Section 15 of the Massachusetts General Laws). If,at the expiration of the time allowed,action to abate this violation has not commenced,further action.as the law requires will be taken. , rt B rder, ; Robin :Anderso Zoning Enforcement Officer William F Sullivan,III • Q/FORMS/viozonel i 54 Baird Way Centerville,MA 02632 i Q/FORMS/viozonel I Official Website of The Town of Barnstable - Property Lookup Page 1 of 5 Select Language Assessing Division Property Lookup Results - 2017 •367 Main Street,Hyannis,MA.02601 BACK TO SEARCH<< e Print Friendly Owner Information-Map/Block/Lot:171/277/-Use Code:1010 Owner Owner Name as of 1/1116 SULLIVAN,WILLIAM F III Map/Block/Lot GIS MAPS 54 BAIRD WAY 171/277/ Property Address CENTERVILLE,MA.02632 54 BAIRD WAY , Co-Owner Name Village:Centerville Town Sewer At Address:No GIS Zoning Value:RC Assessed Values 2017-Map/Block/Lot:171 1 277/-Use Code:1010 2017 Appraised Value 2017 Assessed ValuePast Comparisons Building $228,200 $228,200 Year Assessed Value Value: Extra $57,300 $57,300 2016-$418,400 Features: 2015-$344,400 2014-$348,000 2013-$422,400 Outbuildings:$41,200 $41,200 2012-$423,400 2011-$423,000 Land Value: $138,200 $138,200 2010-$424,000 2009-$404,900 2017 Totals $464,900 $464,900 2008-$412,800 2007-$369,500 Residential Exemption Received=$90,532 Tax Information 2017-Map/Block/Lot:171 1 277/-Use Code:1010 Taxes C.O.M.M.FD Tax(Residential) $567.18 Community Preservation Act Tax $107.14 Fiscal Year 2017 TAX RATES HERE Town Tax(Residential)` $3,571.47 $4,245.79 Sales History-Map/Block/Lot:171/277/-Use Code:1010 History: Owner: Sale Date Book/Page: Sale Price: http://www.townofbamstable.us/Assessing/propertydisplayscreen l 7.asp?ap=0&searchparc... 6/15/2017 i Official Website of The Town of Barnstable -Property Lookup Page 2 of 5 SULLIVAN,WILLIAM F III 2013-04-26 27327/17 $320000 MACALEESE,DENNIS&DIANA L 2010-02-01 24340/166 $307530 MAGUIRE,RICHARD J&JOHANNA1999-06-15 12339/101 $1 WEST PRECINCT REALTY TRUST 1986-08-15 5252/255 $10000 SEIFEL,NORMAN 1984-08-15 4218/287 $0 SEIFEL,NORMAN&MARY 1980-07-07 3126/288 $0 Photos 171/2771-Use Code:1010 Sketches-Map/Block/Lot:171/2771-Use Code:1010 .......... ........... _ ................ lu - .. �o t21 As Built Cards:Click card#to view:Card#1 1 Constructions Details-Map/Block/Lot:171 1 2771-Use Code:1010 Building Details Land Building value $228,200 Bedrooms 3 Bedrooms USE CODE 1010 i Replacement Cost $264,876 Bathrooms 2 Full-1 Half Lot Size(Acres) 1.43. Model Residential Total Rooms 6 Rooms Appraised $138,200 Value Style Colonial Heat Fuel Gas Assessed $ Value 138,200 Grade Average Heat Type Hot Air Year Built 1999 AC Type Central Effective 11 Interior Floors CarpetHardwood depreciation Stories 2 Stories Interior Walls Drywall Living Area sq/ft 2,400 Exterior Walls Wood Shingle Gross Area sq/ft 6,300 Roof Gable/Hip Structure Roof Cover Asph/F GIs/Cmp http://www.townofbamstable.us/Assessing/propertydisplayscreen 17.asp?ap=0&searchparc... 6/15/2017 Official Website of The Town of Barnstable -Property Lookup Page 3 of 5 2' Outbuildings&Extra Features-Map/Block/Lot:171/2771-Use Code:1010 Code Description Units/SQ ft Appralsed Value Assessed Value SPH2 Pool Heater 500- 1 $2,700 $2,700 799sf pool FOP Open Porch-roof- 300 $6,200 $6,200 ceiling FEP Enclosed porch- 264 $8,400 $8,400 roof,ceiling GAR Attached Garage 784 $12,600 $12,600 SOL1 Solar PV Panels 17 $0 $0 12-24 SHD2 Shed w/Elec 192 $4,000 $4,000 WDCK Wood Decking 304 $4,100 $4,100 w/railings PATS Patio-Concrete- 400' $6,200 $6,200 Stamped BMT Basement- 1200 $28,100 $28,100 Unfinished SPL2 Pool Vinyl 576 $24,200 $24,200 FPLG Gas Fireplace- 1 $2,000 $2,000 Direct Vent Sketch Legend Property Sketch Legend 132N Bam-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area SPE Pool Enclosure (Finished) BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio Print Friendly http://www.townofbamstable.us/Assessing/propertydisplayscreen 17.asp?ap=0&searchparc... 6/15/2017 l a Town of Barnstable �VE,q Building Department Services Jeffrey Lauzon,• Interim Building Commissioner BARNTABLE snxxsreacE. � 200 Main Street, Hyannis, MA 02601 °" " 109-2014 10TFn ��' www.town.barnstable.ma.us5 Office: 508-862-4038 Fax: 508-790-6230 August 3, 2017 Cellco Partnership d/b/a Verizon Wireless c/o Mr. Carl Gehring Gehring&Associates, LLC F. 0. Box 98 West Mystic, CT 06388 RE: Site Plan Review#048-17 Cellco Partnership d/b/a Verizon Wireless 5[ 2"54=Baird Way_,Centerville, Map 171,Lot 244 Proposal: Installation(co-location) of personal wireless communications antennas on NStar Electric replacement stanchion with height increase less than 12 feet. Assessory equipment cabinets and 15 kw diesel-fueled generator on ground at base of the electric stanchion. No new buildings or changes to ingress or egress are proposed. Dear Mr. Gehring: Please be advised that the above proposal was administratively approved subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plan entitled"Verizon—Centerville 2 MA—Nstar Electric Co. R/W#345, Struct. #199,Lines #136, 115v—54 Baird Way, Centerville,MA 02632", 5 Sheets, dated 4/28/17 prepared by Chappell Engineering Associates, LLC Marlborough, MA. • . Location of emergency diesel generator is in the Well Head Overlay District where storage of liquid hazardous materials is limited to 50 gallons. The proposal to install a Polar Power, Inc.15 kw double-walled 54 gallon diesel fuel tank(8220Y-3TNV88 Diesel with vertical enclosure), instead of a 20 kw 75 gallon tank,is approved with the condition that the tank will be filled only to 50 gallons and not topped off. • Per COMM Fire Department, emergency contact information will need to be posted on the fence gate surrounding the generator. • Storage of diesel fuel will require a permit from COMM Fire Department. w • Consultation with COMM FD regarding provision of adequate FD access for emergency response is required. Contact: Fire Inspector Martin MacNeeley 508-790-2375. • Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240- 105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. ; A copy of the approved site plan will be retained on file. + Sincerely, x Ellen M. Swiniarski Site Plan Review Coordinator nterim Building Commissioner CC: Jeffrey Lauzon,I COMM FD=Inspector Martin MacNeeley C 17 l-- r),+ , 4-P,3 � A LA I-)AIA fl�1 JIL 6 C ry no ol 4b h6JQ A , r . s Town of Barnstable Regulatory Services �THe tQ Thomas F.Geiler,Director Building Division R uARN az e. : Tom Perry,Building Commissioner vKAM. �m� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 August 14, 2012 Dennis & Diana Macaleese 54 Baird Way Centerville, Ma. 02632 RE: 54 Baird Way, Centerville, Map: 171 Parcel: 277 Dear Property Owners: A review of our records, including the permitting history of the property, indicates that the above referenced address has an open building permit without all the required inspections. Permit application number 20060427 was issued on or about May 22, 2006 to construct an in the ground pool and to date has not had final electric and building inspections. Please contact this office immediately to arrange for the required inspections to ensure the pool is in compliance.(Thank you for your immediate attention in this matter. Respectfully, *L/(a6o Local Inspector jeffrey.lauzon ,town.barnstable.ma.us (508) 862-4034 �'e-"�'T' K 41p�a n Co w-1�rac.�� � . J i TOWN OF 'BARNSTABLE � �T CETIFICATE =OF ;OCCUPANCY ( PARCEL ID 000 000 152 GEOBASE ID ' 'IADDRESS 54 BAIRD WAY PHONE CENTERVILLE. ZIP LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 47959 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BCOO TITLE CERTIFICATE,OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P & Ex%-_ ; * BAMSTABM # MASS. 0,59. A� FD MAh� BUILD BY �� DATE ISSUED 08/09/2000 EXPIRATION DATE i r�OW s3 JT INT i.}1:4� "ll s. r;'rt.J;3La Ya :—.•'iq,;<;o •. :l r-3A DF:L'ELOP,,I?'tiT DISTRICT ?t:f 'I• 14,1."71-4 DP SC,'U'1-"`a':t0N 3BR//2SA/ t:;'I.`,0R'Y1�' COLONIAL (S�.W111.4 -�-6-42) I � rT: `- —P5 11 i (jl) '21T ?`•'" e.iis� RESIDENTIAL B1,1XI :�ITE Cc.ITFA.CTOI S: 04N R Department of Health; Safety F:RC_. '' c>{` = and Environmental Services INE rf RUC w '0", 01 t.= r'F A * BARNSTABLE, • E 163 A`0� BUILDING DIVISION ty DATA 10/0 t/1 9 99 ;JXP.TRATl.�N DAB.E I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANLEROM THE-CONDITIONS OF ANY APPLICABLE SUBDIVISION-RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MFOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. ECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROW STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 I "� " 1 "'a��'' 1 G'����Q •2ap(� 7 '[t gj zm 2 2 i5R- lea 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT b rwq( 2 RD F TH OT ITE PLAN REVIEW APPROVAL C if WORK SHALL NOT PROCEED 77IL PERM ILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING La PER M I T Town of Barnstable K Building e' 'P,os"t Card So Thal t` Vlsible.Frona tfie 5t eet- roved Plans Must.-be.Retameci on Job and thls Gard Mus4 be Ke t :.-:tARNf3fABLB, `` �> ' ::: 5: � 5 _, ...e -�`' PP s �a � . a�z aS .P •�ry..�= M POSted U tll Inal;lets' e I a 5 Beefl"1Vldde '� �� s • e . Whee, Certificate of Oicu aric: Is a 'ulred such 8uildm shall Not be u leduittil aFlnailns ecton has•been made Per1t Thls Permit No. 191-17-3049 Applicant Name: ROBERT RUSSO Approvals Date Issued: 09/14/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 03/14/2018 Foundation: Location: 54 BAIRD WAY,CENTERVILLE Map/Lot 171-277 Zoning District: RC Sheathing: - Owner on Record: SULLIVAN,WILLIAM F III g Contractor Name ROBERT RUSSO Framing: 1 Address: 54 BAIRD WAY �z Contractor�Ucense ,.CS-107402 2 13 LENTERVILdE,'MA 02632Pro�ectCost: $150,000.00 Chimney: .... . . M.� n, Description: PROPOSED INSTALLATION Of CELL ANTENNAS ON REPLACED Perrnit F..ee: $1,465.00 EVERSOURCE UTILITY STRUCTURE Insulation: ee Pat $1,465.00 Project Review Req: PROPOSED INSTALLATION Of CELL ANTENNAS ON REPLACED final: ate 9/14/2017 f' EVERSOURCE UTILITY STRUCTURE Plumbing/Gas Rough Plumbing , g final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within s x months after issuance. �� Rough Gas: All work authorized by this permit shall conform to the approved application lr4the approved construction documents for which this permit has beengranted. All construction,alterations and changes of use of any building and structuresshall be m compliance with the local zoning by lawsland codes. RE 11-1 Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open forpub I inspection foi the entire duration of the work until the completion of the same. FIR 1 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the ulding and Fire Iclals arQ provided on thls permit. Service: Minimum of Five Call Inspections Required for All Construction Work: x� ' 1.Foundation or Footing f s s Rough: 2.Sheathing Inspection R, t �3 ," .. .,.• 3.All fireplaces must be inspected at the throat level before firest flue lining is installed. Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before occupancy Low Voltage Final: Where a pplica ble,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map ! / / Parcel 2-Z Application # m �� eo P Health Division f 1�0 Date Issued : �7644k Conservation Division �`l'l Application Fee ` �� // pp Planning Dept.' ,�/,�� Permit Fe3 . �� f �� ' Ua ( Date Definitive Plan Approved by Planning Board T0 , a� " Historic - OKH _ Preservation/ Hyannis , — �/ irj 1 Project Street Address Village Owner WAPam Address S`-1 aclyd k/4l Telephone Permit Request _��,� i,�5411e41iy, Ce,/1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District / Flood Plain Groundwater Overlay Project Valuation��SO,Oay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes . ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial dYes ❑ No If yes, site plan review# � ,Current Use Tdnsrn`ssl�� SrLiv� ,��- Proposed Use � ryi/�s�o� -ry WrrG/ess drrc.�li __APPLICANT-INFORMATION- (BUILDER OR HOMEOWNER) Name Telephone Number A03-?17- 7j17 Address 7dZ �iv�w ,� ,�irVe License # Gs ©7z/1�7. Pem&d C_ . X/A/ 0_?,� Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED -MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable p¢4F9E p Building Department Services ' o Jeffrey Lauzon, Interim Building Commissioner -SA 8 � L ANscAeLE " 200 Main Street, Hyannis,MA 0260116 pEo y� www.town.barnstabte.ma.as Office: 508-862-4038 Fax: 508-790-6230 August 3,2017 Cellco Partnership d/b/a Verizon Wireless c/o Mr. Carl Gehring Gehring&Associates, LLC P. 0. Box 98 West Mystic,CT 06388 RE: Site Plan Review#048-17 Cellco Partnership d/b/a Verizon Wireless , 52-54 Baird Way,Centerville,Map 171,Lot 244 - Proposal: Installation(co-location)of personal wireless communications antennas on NStar Electric replacement stanchion with height increase less than 12 feet. Assessory equipment cabinets and 15 kw diesel-fueled generator on ground at base of the electric stanchion. No new buildings or changes to ingress or egress are proposed. Dear Mr. Gehring: Please be advised that the above proposal was administratively approved subject to the following: • Approval is based upon,and must be substantially constructed in accordance with plan entitled"Verizon—Centerville 2 MA—Nstar Electric Co. R/W#345, Struct. #199, Lines #136, 115v—54 Baird Way,Centerville,MA 02632", 5 Sheets,dated 4/28/17 prepared by Chappell Engineering Associates,,LLC Marlborough, MA. ® Location of emergency diesel generator is in the Well Head Overlay District where storage of liquid hazardous materials is liimited to 50 gallons. The proposal to install a Polar Power, Inc.15 kw double-walled 54 gallon diesel fuel tank(8220Y-3tM88 Diesel with vertical enclosure), instead of a 20 kw 75 gallon tank,is approved with the condition that _ the tank will be filled only to 50 gallons and not topped off. Per COMM Fire Department;emergency,contact information will need to be posted on the fence gate surrounding the generator. ® Storage of diesel fuel will require a permit from COMM Fire Department. f f ® Consultation with COMM FD regarding provision of adequate Fl)access for emergency response is required. Contact: Fire Inspector Martin MacNeeley 508-790-2375., ® Applicant must obtain all other applicable permits, licenses and approvals required. " Upon completion of all work,a registered engineer or land surveyor shall submit a letter of certification,made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240- 105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plan will be retained,on file. ' Sincerely, , Ellen M. Swiniarski Site Plan Review Coordinator CC: Jeffrey Lauzon,Interim Building Commissioner COMM FD=Inspector Martin MacNeeley • is � • { Town: of ogrnstable Regulatory Services MAN& Suchard V Sca►i,Dit W. sM9- Building MOM Ion Tom Perry;Budding Comnussuoner' 200;Main Street,Hyannis,MA.02661 www.town barnstablemaus Office': 508-862AO38 Fax 508=790 62.30 Property Owner:Must Complete and Sign This."Sect on- If Using- Builder I wuIiam F:Suffivan iu. ;as Uwrier of the sub)cct property hereby authorizeMatt BurkelTawer Resource Management/Verizon Wireless to act.on trig:behalf; in A:rtatters relative to word authorized W V his;building perrritt application fox: 54aBaird Way,Centerville MA ` (Address of job); Pool fences and alarms ate the;responsibili'ty of%the..apphcant Pools,.' are h6 tb be filled or ut hzed'bdore fence is installed and all:final -inspections are perfgrmed and accepted: Signature cif Oumi r. :.. g iature,a Apphcant Print Name. Pnnt Name Date The Commonwealth of Massachusetts ny Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 s� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Green Mountain Communications, Inc. Address: 702 Riverwood Drive City/State/Zip: Pembroke, NH 03275 Phone#: 603-717-7117 Are you an employer? Check the appropriate box: Type of project(required): 1.[ I am a employer with 76 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have'hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑'Building addition [No workers' comp. insurance ' 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp: c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy inf nmation. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contrurtors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers',compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich - s i Policy#or Self-ins. Lic. #: WC01(65651 . Ekpiration Date: '12/81/17 Job Site Address: 5, a i �.✓�1 City/State/Zip: ,��c ,�u' b�Z Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this.statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby oortifv,.ndor tho rains and penalties of perjury that the information provided above is true and correct. Signature: V).:6 Date: 12�29,16 Phone#: 603-717-7117 Official use only. Do not write in this area, to be completed by city or town official. City,or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be,deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP)with no employees other than the - members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'. compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly.'The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone'and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised s-26-os www.mass.gov/dia CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)12/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT er RBr n Gran NAME: y g Avery Insurance PHONE (603)569-2515 FAX. No;(603)569-4266 21 South Main Street E-MAIL kar n Gave insurance.net ADDRESS: y g PO BOX 1510 INSURERS AFFORDING COVERAGE NAIC# Wolfeboro NH 03894-1510 INSURERA:Continental 20443 INSURED INSURER B:Continental 20443 Green Mountain Communications Inc INSURERCAIG 19402 702 Riverwood Dr INSURERD:Zurich 16535 INSURERE:Columbia Casualty 31127 Pembroke NH 03275 INSURERF:Starr Indemnity 138313 COVERAGES CERTIFICATE NUMBER:16-17 MASTER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER fMWDDIYYYYI (MMIDDIYYYYILIMITS X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE F_x1 OCCUR DAMAGE TO RENTED 1,000,000 PREMISES Ea occurrence $ 6023681763 12/31/2016 12/31/2017 MED EXP(Any one person) $ 15,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO a JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 6043487200 12/31/2016 12/31/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ " AUTOS Per accident Hired Auto Ph s Dam $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 6,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 6,000,000 DED F I RETENTION$ BE048400452 12/31/2016 12/31/2017 $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER _ ANY PROPRIETOR/PARTNER/EXECUTIVE EAC H CH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? y❑ N/A D (Mandatory In NH) WC0165651 12/31/2016 12/31/2017 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 E Professional Liability C6023828681 12/31/2016 12/31/2017 Occurrence/Agrgegate $lmil/$2mil F Pollution Liability 1000066164141 3/28/2016 3/16-2017 Occurrence/Aggregate $5mil/$5titil DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Coverage as per terms and conditions of policy. n CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SAMPLE COPY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Thomas O'Dowd/KAG ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(901401) .... .. .... ........ ............ Massachusetts Department of Public Safety ` oard o Building Regulations anStandards S f B (ding Regu d License: CS-107402 1 Construction Supervisor ROBERT RUSSO 1 MERRILL DRIVE CHICHESTER NH 03258 - a I Expiration: `Commissioner 03113/2019 14 r. z. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I , tidlFel� BARN Map Parcel �� � : { m �. � STABLE _TT�/ Application # o l S .V �6 r Health Division Date Issued c 1J CC_ Conservation Division Application Fee J Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ZS�A RA W Village Owner \ d� �_�� 1 Addressor-� Telephone tll F /' Permit Request � � Lown, (S he " a �t Cn Square feet: 1 st floor: existingL3LO Cproposecg)Q� 2nd floor: existing QQ proposed Total ne*"r Zoning District C Flood Plain Groundwater Overlay � Project Valuation aPZ, 000 Construction Type Lot Size 0 1)6 3 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure i La Historic House: ❑Yes *o On Old King's Highway: ❑Yes )(No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) ` Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count_ Heat Type and Fuel: , Gas ❑ Oil ❑ Electric ❑ Other Central Air: XYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes XNo Detached garage: ❑ existing ❑ new size_Pool:°Aexisting ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Anew - sizetAhed: ❑ existing Xnew size VOOther: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )dNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name w_ r SAY.h Telephone Number I " Address License # Home Improvement Contractor# i c i � Email \.`� Mkt{rl 1 cap e 16 �, �1�w Q,(OaAWorker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY X APPLICATION# DATE ISSUED , MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION c FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL l P'LUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. m 27ie Cominorrlvealtk pf-Vassaclrrrsetts . Deparwent o,f r4dustrial Acciderds - -- Office of'Irn-w igadans 600 Washington Street Boston,CIA 02111 - wrtnt mass govfdia 'Workers' Campensation Insurance Affidavit:Bu ildens(ContractarsJElec'tricianslPlu nbers Applicant Inf trmatian Please.Print 1, . 'bl Name y of Addl ew, CitglState/Zi- �-Xk Q P�hune /V) Are you an employer?Check the appropriate box: ' Type of project(required): 1.❑ I am a employer with 4. ❑I am a general contractor and I ta- ❑New construction employees(full andfor part-ime).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner= listed on the attached sheet. . 7.. ❑Remodeling y ship and have no employees. here sub-contractors have, g:,❑Demolition workin for me in g capacity. employees and have wo&ers' any � �Y 9. M,Building addition jNo n;orkecs'comp.insurance comp.iusuranei l required 5. ❑ We are corporation orporation and its 10❑Electrical repairs'or additions 3. 1 am a homeourner doing all weak officers have exercised their 11.❑Plumbingrepairs or.additions I myself [No workers'camp- right of exemption per MGL 12.❑Roof repairs t. inset nce required.]F c.152,§1(41 and we have no ~' o workers' 13.0 Other R. employees-[N COMP.i>isuranCe,mquired_Z 'gray appBcut that checlm box Pl umst also fill oot the section belowshuv&g their walere compensatioupolicg infocrostiao_ 1 Homeowners who subnrlt this affidm it indicating they are doing all wal end then hire outside contractors mmst submit a new affidavit indicating such. FContractors ibat check This bmc mast attached an addilianal sheet shoving the a=e of the sdb coWrscWrs and state whether or not those entities have emplMes.If the nub-contractors have employee%they roast provide their workers'comp.policy number I ant an enep1gwr that is prmiding workers'corttpensnt an insurance jor my*empk wes Below is the porky artd job sfte i'rrformatiatt. � - , Insurance Company Name: i Policy 44 or Self-ins-Lic-9: Expiration Date: Job Site Address: City/State MP: Arch a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c 152 can lead to the imposition of criminal pe naW s of a fine up to$1,500.00 andf'or one-year imprisonmentas well as civil penalties.in the form of a STQP WORK ORDERand a fine of up to$250-00 a day against the-violator. Be advised that a copy of this statement may be forwarded to the Office of Itivest gations of the DIA for insurance coverage serification I do I er-aby c Jj,a t s and penabYes ofpedupy that the utformatiott j rm'W bm�e" true and c-arrect . Sionature: Date: Phone 3r, OQ€ciai use cxrtly..Do not o-rrita in tJr area,to be calnpieted by city arton�n a, ciat City or Tetnu: PernritfI,icease# Issuing Authority(circle one): 1.Board of Health Z.Building Department 3.[S1ytTowu Clerk d.Electrical Inspector 5.Plumbing Inspector b.Other Contact Person: Phone#: Information and Instructions Maccachusefts General Laws ampter 152 requires all empIcy=to provide workers'compensation for their employees. porsumltto this stake,an employee is defined as."-.every person in the service of another under any contract of hire, express or implied,oral or wn tenf An mnployer is defined as"an individual,partnership,association,corporation or other legal Butt ,or any two or more of the foregoing engaged iu a Joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustez of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the . dwell house of another who employs persons to do maintenance,construction or repair work on such dwelling house or oa the grounds or building appurbfn, thereto shall notbecanse of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also stafes that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the ins r-ance.coverage require(L" Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor;�qy of ifs political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of complian.ce with the insurance.. requirements of this chapter have been presented to the contracting avihozity." Applicants Please fill out the workers'compensation affidavit completely,by checldag f e boxes that apply to your situation and,if necessary,supply sub,conira-ctor(s)name(s), address(es)and phone n=ber(s)along with their cmtda-cate(s)of Tncrr-ante. Limited Liability Companies(I.LC)or Limited LiabigityPmtaeaships(LLP)withno employees other than tht members or partners,are not required to catty workers' compensation insurance. If an LLC or L LP does have employees,a policy is mgaired. Be advised that this a$dayitmaybe sued to the;Department of Industrial Accidents for confirmation ofmsunce coverage. Also besure to sign and datethe affidavit The affidavit should be retained to ffie city or town that the application for the permit or license is being requested,not the Depal tmeat of Ind strial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call flue Department at the number listed below Self-insured companies should enter_therr s e1f-m nm ce license number on the appropriate line. City or Town Officials t . Please be sure that the affidavit is complete and printed legibly- The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill is the penit/Iicense number which will be used as a reference number. In addition,an applicant that must submit multiple peunitlIicens5 applications in any given year,need only submit one affidavit indicating current policy h3fb=ation(if necessary)and under"lob Site Adikress"the applicant should write"all locations in (ciL'or town)--A copy of the affidavit that has been officially stamped or marked by the city or town may b e provided to the - applicant as proof that a valid affidavit is on file for fafrn e permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or pmmit not related to any business or commercial venue (i.e. a dog license or permit to bun leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you is advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and f'ax number: 'fie CG.MMmWesjtij of Nfasmclmetts Degailment of 1ad-ustial Ar .eat% �it�e of�nve��`gatZo� �Qtl�asbin�Qn � Bastou.,1A G1 I II Tc,-L 4 617-727-4900 Qxt 406 or I-977-MAS&kFE Fax 4 f 17 727-7M Revised.4-24--07 maSgQgf din TONM.Of Barnstable Regulatory Services oF*jME roiy Richard V.Scali,Director P ° Building Division 3116224"M= Tom Perry,Budding Commissioner MASS is39- .�� 200 Main Street, Hyannis,MA 02601 QED a www town.barnstable.maus t Office: 508-862•4038 Fast: 508-790-6230 ' HOMEOWNER LICENSE ExEARnON �11 II �� . Please Print DATE: j� JOB LOCA710M•� �1 1 l ' ) z(� �y ���`QR i� �. stmet village �Ho1�owNER�: n name h ome phone# work phone# s CURRENT MA=G ADDRESS: crtyAawn staff zip code The current exemption for"homeowners"was extended to include owner-occapied dwellings of sic units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFT MON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family-dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations_ _ The undersigned"homeowner"certifies that he/she understands the Town ofBarrstable Building Department minimum inspection pro yr d and that he/she will comply with said procedures and requirements. Signature ofHom-&wncV Approval ofBui]dingofficial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S ENF.MPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.11 Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor. (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the.homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q.MpFa2S%FORMMufldmg permit fo=\EXPRESS.doc Revised 061313 c� tO'�ti Town of Barnstable Regulatory Services Richard V.Scab,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyam is,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section ' If Using A Builder 4 ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) ""Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or ufflized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date . QF0RMS:0YJ4ERPERMISSI0NP00LS / 704c- (LG Zojiof ro G� FC bo ''Y I \X-7 b IG 2 i 4� 7 o yp *E. 9 ti 4614 /. 5 OF •P J �TFPHE �/ 40' 0 0 •i T�-• V ran nrry ? � t Town of Barnstable SY4 N, ., , .9 1 ing xz. '0 ,,,.` r '.< ' Rost This Card -Bu*ld SoThat�t.is;Visible From the Street-Approved Plans Must`be Retained onaJob and,this Card Must be Ke t `' A, r r a ,� ? > p '. '� Posted Until Final Inspection HasBeen�IVlade �; met iVl/he re a Cert�fi ate'of Ogcc%upancy is Regu�ired,•such Bui16 lding shall Not�be Occupied until a Final Inspectionhas been made Permit Permit No. B-18-3517 Applicant Name: Robert Russo Approvals Date Issued: 11/21/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 05/21/2019 Foundation: Location: 54 BAIRD WAY,CENTERVILLE Map/Lot: 171-277 Zoning District: RC Sheathing: t Owner on Record: SULLIVAN,WILLIAM f III Contractor Name:` ROBERT RUSSO Framing: 1 Address: 54 BAIRD WAY Contractor License CS=,107402 2 CENTERVILLE, MA 02632. ' Est Project Cost: $ 150,000.00 Chimney: Description: Proposed installation of cell antennas on replaced Eversou:rce utility Permit Fee: $ 1,465.00 Insulation: structure I 'Fee Paid`. $ 1,465.00 Project Review Req: F N Date 11/21/2018 Final ZIA t X' Plumbing/Gas Gas �. r _ /u, _ g M �. Rough Plumbing: Building Official Final Plumbing: ., Rough Gas: This permit shall be deemed abandoned and invalid unless the work authors ed by this permit is commenced within six:months afterssuance. All work authorized by this permit shall conform to the approved application:-and'tFie;approved construction documentsfor which this permit has been granted. Final Gas: All construction,alterations and changes of use of an building and structures shall be in compliance with the local zoning by laws and codes. g Y _g P ' .s, This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. i' _. ,b Service.. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire®fficials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work-� <� Rough: 1.Foundation or Footing " 2.Sheathing Inspection final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site 0)JLXME All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 5v�wu- 5 a-m_ Date: April 4, 2018 To: Building File RE: Complaint: New Cell Tower Address: 54 Baird Way, Centerville Originator: Tom Gilbert, 508-681-0815 332 Prince Hinckley Rd, Centerville Complaint: New Cell Tower being installed without notification or permits Enforcement Process Steps Q 1. Initiate local investigation: RA a 2. Document/enter into system Yes 3. Contact 0 4. Property Owner William Sullivan 8 5. Seek access to subject property 6. Seek administrative warrant(if necessary) NA O Z Notify state authorities of findings NA a8. Document conclusion Closed 0 9. Referred Property—171-277 Property is developed with a SF Colonial containing 3 bedrooms and 2%2 baths(1999)on 1.43 acres located in the RC Zone. 04/03/2018 RFS to investigate installation of new cell tower behind 333 Prince Hinckley Rd. Caller explained that crew and equipment were on site and advised that a new tower was going up. Caller irate that abutters were not notified. Advised caller that ground crew not always well informed but I would investigate the matter and research our files for a permit. The initial search yielded nothing as the wrong address was identified. Number 54 had been to SPR and approved for a co-location replacement antenna on an existing utility stanchion. The ground work was preparation for a diesel generator for the existing unit. The replacement antenna shall be less than 12' higher than the previous unit. Contacted caller but did not connect. 04/04/2018 Reached caller and reported findings noted above. Caller was relieved to hear that the ( work was for a pad to accommodate the equipment and was happy to know there will not be a new \ tower. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M A C(L� L DAT A Town of Building u11C11 g r � tpo`st'This Card SoThat it�is Visible F,rom7the Street ApprovediPlans Must be Retained on Job and this Card Must:be Kept r • q ��• P,herea ertificate,o ,Occupancyyis Require „suculmg a _ Permit MRNSME94 MAC %63 �W I, Applicant Name: ROBERT RUSSO Permit No. B-17-3049 pp Approvals ' Date Issued: 09/14/20 17 1Current Use: Structure Expiration Date: 03/14/2018 Foundation: I Permit Type: Building-Addition/Alteration-Commercial p Location: 54 BAIRD WAY,CENTERVILLE Map/Lot: 171-277 Zoning District: RC Sheathing: Owner on Record: SULLIVAN,WILLIAM F III Contractor,' ame ROBERT RUSSO Framing: 1 Address: 54 BAIRD WAY Contractor Licens"e CS 107402 2 t ; CENTERVILLE, MA 02632 Esf Project Cost: $150,000.00 Chimney: Description: PROPOSED INSTALLATION OF CELL ANTENNAS ON REPLACED Permit Fee: $ 1,465.00 Insulation: EVERSOURCE UTILITY STRUCTURE Fee_Pai& $ 1,465.00 Project Review Req: Date 9/14/2017 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by this permit is commenced within six months afterfssuance. All work authorized by this permit shall conform to the approved application and the.approved construction documents for which.this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the focal zoning by laws'arid codes. Final Gas: -^�init shall be displayed in a location clearly visible from access street or,road and shall be maintained open for public inspection for the entire duration of the �il the completion of the same. Electrical jficate of Occupancy will not be issued until all applicable signatures by the B.uildmg and:Fire Officials are'provided on this 'permit. Service: `. 1 of Five Call Inspections Required for All Construction Work: t.,J 1�tion or Footing Rough: -ing Inspection ::.. Places must be inspected at the throat level before firest flue lining is installed Final: '&Plumbing Inspections to be completed prior to Frame Inspection Covering Structural Members(Frame Inspection) Low Voltage Rough: on ection before Occupancy Low Voltage Final: licable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health not proceed until the Inspector has approved the various stages of construction. Final: �����;_.,,�contracting with unregistered contractors do not have access to the guaranty fund" (as-.set forth in MGL c.142A). Fire Department —�-j Building plans are to be available on site Final: —� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable THE Building Department Services Jeffrey Lauzon, anzuvsTesi,E Interim Building Commissioner B 11LE M'S 200 Main Street, Hyannis,MA 02601 a6;9. 10 xws.tots ArED www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 3, 2017 Cellco Partnership d/b/a Verizon Wireless c/o Mr. Carl Gehring Gehring&Associates, LLC P. O. Box 98 West Mystic, CT 06388 RE: Site Plan Review#048-17 Cellco Partnership d/b/a Verizon Wireless 52-54 Baird Way, Centerville, Map 171,Lot 244 Proposal: Installation(co-location) of personal wireless communications antennas on NStar Electric replacement stanchion with height increase less than 12 feet. Assessory equipment cabinets and 15 kw diesel-fueled generator on ground at base of the electric stanchion. No new buildings or changes to ingress or egress are proposed: Dear Mr. Gehring: Please be advised that the above proposal was administratively approved subject to the following: • Approval is based upon, and must be substantially constructed in accordance with plan entitled"Verizon—Centerville 2 MA—Nstar Electric Co. R/W#345, Struct. #199,Lines #136, 115v—54 Baird Way, Centerville,MA 02632", 5`Sheets, dated 4/28/17 prepared by Chappell Engineering Associates, LLC Marlborough,MA. • Location of emergency diesel generator is in the Well Head Overlay District where storage of liquid hazardous materials is limited to 50 gallons. The proposal to install a Polar Power, Inc.15 kw double-walled 54 gallon diesel fuel tank(8220Y-3TNV88 Diesel with vertical enclosure), instead of a 20 kw 75 gallon tank, is approved with the condition that the tank will be filled only to 50 gallons and not topped off. • Per COMM Fire Department,'emergency contact information will need to be posted on the fence gate surrounding the generator. • Storage of diesel fuel will require a permit from COMM Fire Department. POLAR B229Y 3T1l88 DIESEL . . , POWERINC. - with vertical enclosure q. 16 KW DIESEL GENERATOR SET SPECIFICATIONS ENGINE ENGINE CONTROLLER Engine Model.......::..............................Yanmar3TNV88 Model - Cylinders....................................... ........3 In-line Supra model 250 Displacement............. . .................... 1;6 Instrumentation Aspiration........ .......... ..Natural: Generator output voltage, amperage, kW, coolant, Engine HP range................................ ...................15-22: temperature, RPM, hour meter, maintenance intervals, Emissions.................. ........EPA and CARB Certified starting circuit voltage. Variable RPM ........................:.::.150ORPM to 1850RPM Engine Start Supercap...................... .. .........14.4V Automatic Shutdown.&Alarm for: Supercap DC;-DC Charger,...,_.,........ peed, Low Oil Pressure, High Coolant ..:..>1A Under / Overs MufFler:.:.............................:...:.........................::..Dual Temp., Fail to Start Radiator........... :..........Aluminum with Electric Fan Warning Alarm for: FUEL SYSTEM Low Fuel Level, Fuel Tank Rupture Basin., Low/ High .. Type Diesel Engine Battery Voltage, High Water Temp, and Low Oil . Press, Pre-alarm. Fuel Tank......... ......... ..............Double Wall—UL 142 - - Capacity......:.:. .... .........54 Gallons Glow Plug Delay......:.:..:...............Automatic with temp Engine Start Delay........... Adj. set at 60 seconds ALTERNATOR - :Return to Utility Delay, :::.: .........Adj:set at 60 seconds Type............... ........... Permanent Magnet. :Engine Cool-Down ::.:.............Adj. set at 60 seconds Regulation Type ....RPM Control ..:...... Exerciser............................Programmable/bi=weekly Output.Ripple.............. ........Less than 50 milivolts RMS 32 Contact Closure for Remote Indication No.of Poles...... ....................................... ......... . Overcurrent Protection...................... ..................350A_ . Shutdown Alarm, Warning Alarm, Engine Run, Low Disconnect Means................ ...........Fused Disconnect Fuel Level, Fuel Leak, E-Stop Depressed. ENCLOSURE Model............. .. ........................... ::..88-25-0603 Type.................................. ::......Weather Protective Materials.......... ....... .....Marine Grade Aluminum E Sound Attenuated........................<65 dBA:@ 7 Meters Door Hardware. ......... ......:Three Point with Padlock Hasp and Removable Side Panel c Mounting ...Secure Mounting Tabs Dimensions...... ......................:.:........32" x 50" x 72" is 10 9 a 7 .. 6 s 4 Weight D. 1248 Ibs output Power(kw) Intertek 4003706 • r* Ter Fuel tank is UL 142 Listed ETA Conforms to UL STD 2200 Certified to CSA STD C22.2 No. 100 Polar Power Inc. www.polarpower.com 249 E.Gardena Blvd Gardena,CA 90748 USA MEM Tel:(310)830-9153 Made in USA info@polarpowerinc.com — 0r3676� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 171 Parcel dR?T placation P P Health Division Date Issued 3 Z/l S 4 Conservation Division Application Fee Planning Dept. Permit Fee 0 Date Definitive Plan Approved by Planning Board Historic - OKH •--� _ Preservation/ Hyannis Project Street Address .TV 45A,.4W LJeu Village Owner Address-" .f�.�ux�lc.�iu Telephone 72V_.W-d9A:? Permit Requestiarr�yt.�. ,o�r�eea�1�oyroo�' r� :ear.,�.aes�ay ��iae.vryeG��a�w.i�� hemp -r.crzov�s�•-a Square feet: 1 st floor: existing proposed — 2nd floor: existing proposed Total new Zoning District WC Flood Plain Groundwater Overlay Project Valuation 40&&g,00 Construction Type R3 Lot Size AA Grandfathered: ❑ et-AO-No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) — Age of Existing Structure am Historic House: ❑Yes XNo On Old King's Highway: ❑Yes No Basement Type: ❑ Full -E@-C --LI Walkout ❑ Other �— Basement Finished Area (sq.ft.) .- Mg Basement Unfinished Area (sq.ft) -NA - Number of Baths: Full: existing- AtA - new -- Half: existing -AX- new , Number of Bedrooms: -wR - existing - new Total Room Count (not including baths): existing - NA - new '— First Floor Room Count �-- Heat Type and Fuel: ❑ Gas - UVRQI -- ❑ Electric ❑Other =� Central Air: ❑YesNALI-No Fireplaces: Existing - AWw-- Existing woo", al stove- "'0 No Detached garage: ❑ ext5tirlf�9❑'rew size_Pool: ❑ existiny/b new size _ Barn: ❑ e istirg- $W size_ Attached garage: ❑ exis" -E-] new size _Shed: ❑ existirq*g new size _ Others-- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ «} rn Commercial ❑Yes '.V No If yes; site plan review# -- Current Use lYajwffm Proposed Use .jo C096 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) � /! Name �Se44T 9fe.- 94 Fllo Telephone Number �P�• �'%�•?f� ,9 Address,40 efaeg�vra►���� lf.W 0 License #-.S 102! 3 e awy Home Improvement Contractor# I6,r67Z Email Azmi uew�.sd ,raci,►y�, [#AtA Worker's Compensation #LcA4�'66��� 6.30aT� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a. rrsba�er�a SIGNATURE DATE 3-9•�4/.S FOR, OFFICIAL USE ONLY APPLICATION# Lr 7,D.,ATE ISSUED A MAPS/PARCEL NO. ,i ADDRESS S,. VILLAGE = . OWNER• � °� ' • Pai�nn^ • -� +' Sir DATE OF INSPECTION: FOUNDATION FRAME INSULATION 4 FIREPLACE i € . ELECTRICAL: ROUGH FINAL -' a` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL` FINAL BUILDING ° DATE•CLOSED OUT r ASSOCIATION PLAN NO. 1 _1 e Office of Consumer Affairs and Business Regulation _ ' 1,0 Park. Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/9/2017 CRAIG ELLS 3055 CLEARVIEW WAY SAN MATEO, CA 94402 _.._., Update Address and return card.Mark reason for change. kr s:cA?. c, �t+tip i.t,;tait;ta ' Address Renewal I 1 Employment i Lost C d ,,. �'i�n ��'nxretar:rtiivrel// r�. l��„jraf�ettcl�� , Office of Consumer Affairs&Business Regulation License or registration valid for individul use only +' before the expiration date..If found return to: HOME IMPROVEMENT CONTRACTOR p Office of Consumer Affairs and Business Regulaiion ' 1{ f' Registration: 168572 Type: 10 Park Plaza-Suite 5170 .. ` Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI >c( -- r 6&- ' ITiIAftLBOROUGH,MA 01752 -� �--- Undersecretary Not valid without signature { • � � 'A,1�#}atzi'tU4t#lk� lJ�!�nHtts��vti1 C!1 4°S dt«ttt iiltt!1�. .. _ _ :' - Boarcl of piiit"log i ao( r.►lltiruq ,?n[i �,lnuastls . t 014ttilt 4, " Sulu.t 44r-3. - Y CS-107663 b CRMG ELLS 206 BAKF,,R STREET ' Keene NF1 03431 1 d F kltaitl;;11{wr.eRitrr ,0812912017.. CTXe f Office of Consumer Affairsnd Business Re g ulation -� 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3l8/2017 NILA MILLER — -- �- — 3055 CLEARVIEW WAY -- ----- SAN MATEO, CA 94402 _ -- Update Address and return card.Mark reason for change. SCA 1 0 20M-oT11 Address Renewal 11] Employment ❑ Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only y ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: F?� Office of Consumer Affairs and Business Regulation Registration: 168572 Typt: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement",ard Boston,MA 02116 SOLAR CITY CORPORATION NILA MILLER 24 ST MARTIN STREET BLD 2UNI ITAAhBOROUGH,MA 01752 Undersecretary Not valid without signature A The Commonwealth of Massachusetts Department of lndustrialAccidents s I Congress Street,Suite 100 Boston,MA 021I4-2017 www.mass gov/dia. Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Organi7ation/individual): SolarCity Corporation `. Address: 3055 Clearview Way City/State/Zip: San Mateo CA 94402 Phone#: 888-765-2489 , Are you an employer?Check the appropriate box: Type of project(re(luired): 1.®1 am a employer with 9000, employees(full and/orparwime).a— ]• New construction 2.[:]i am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.®1 am a homeowner doingall work myself. No workers'com .insurance 9• ❑Demolition Y l P required.]t A.1:1 i am a homeowner and will be hiring contractors to conduct all worlc on my property. I will'+ 10 0 Building addition ensure that all contractors either have workers'compensation insurance or are sole I I.[]Electrical repairs or additions proprietors with no employees. 12.I l-J-� Plumbing repairs or additions 5.❑1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOF repairs These sub-contractors have employees and have workers'comp.insurance.t 6.0 We are a corporation and its officers have exercised their rightof exemption per MGL c: 14.[DOther solar panels 152,§1(4),and we have no employees.[No workers'comp.insurance required.] , *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they am doing all work and then hire outside contractors must submit a new affidavit indicatine such. 'Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site Information. Insurance Company Name: Liberty Mutual Insurance Company - Policy#or Self-ins.I.ic,#: WA766D066265024 Expiration Date: .9/01/2015 - J lob Site Address: 54 Baird Way ('ity/state,/'lip. Centerville,-MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be.forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify undex tho#pins and Penalties of perjury that the information provided above is true and correct Signature* � Date: 3/9/2015 Phone#:- 781-816-7489 Of use only. Do not write in this area,to be completed by city or town official, City or Town: Permit/License# Issuing Authority(circle one):, 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector•.5.'Plumbing.Inspector. A. 6. Other Contact Person: Phone#: ACO O® DATE(MIwoD,YYYr) CERTIFICATE OF LIABILITY INSURANCE 080/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(iss)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES PHONE FAX 345CALIFORNIA STREET,SUITE 1300 c o AIC No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS. INSURE S AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fin;Insurance Company 16586 INSURED Ph(650)963-5100 INSURER B:Ube4 Insurance Corporation 42404 SolarCityCorporation INSURERC:N/A N/A M Clearview Way' INSURER D: San Mateo,CA 94402 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH.THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLL TYPE OF INSURANCE - ADDL SU POLICY NUMBER MMIDDY EFF MPM/DDY EXP LIMITS A GENERAL LIABILITY TB2-061-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occvnence $ 100,000 CLAIMS-MADE X❑OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 X POLICY X PRO LOC Deductible $ '000 A AUTOMOBILE LIABILITY AS2-661-0662654044 09/01/2014 09/01/2015 COMBINED SINGLE LIMfia accdent 1000000 E X ANY AUTO - BODILY INJURY(Per person) $ AALLOOWNED SCHEDULED BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS per acadent $ X Phys.Damage COMP/COLL DED: $ $1,000 1$1,000 UMBRELLA LAB HOCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE - AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-666D-M265-024 09/01/2014 09/0112015 X WC STATU- TORY I OTH- AND EINPLOYERS'LIABILll1r B ANY PROPRIETORIPARTNERIEXECUTIVE YIN WC7 661 066265-034(WI) 09101/2014 09/01/2015 EL EACH ACCIDENT $ 1'000'000 B ((Mandatory In NH)ry R EXCLUDED? NIA WC DEDUCTIBLE:$350,000 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 IF Yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Addidonat Remarks Schedule,If more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk S Insurance Services Charles Marmolejo 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I OWNER AUTHORIZATION Job ID: TT& 0 Z4' 7"-00 Location: S 1 VV AX, G�x�' R �(rGl� r /YC 0 2 6 3 2 lI x . �,.I AN A� `� a Owner of he r� s t subject property hereby authorize SolarCity Corp—HIC 168572/ MA Lic 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and - E signed contract. IJA Sign ture of w r: Date: , 2A St Martln Unit.11 Marlboro,*,MA 017.52, T.(£3887 SO ,CITY F($08):460-03: R S0LARC#TY.COM AZ�ROC 243771E CA CSLB SSS104_CO EC.8041,:CT RIC 0632778,OCNIC 71101436,DC IIIS 7110148&NI u297701 MA HIC 168572,10M MMIC 12C50;.N1 1sdFI0615000,NY WG24524••N11,OR CC6 18N9&PA 0773d?,;.TX TDLR 27006,.N'A SOLARM1901 Dal I/670 r - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �. f (3c3— Map i Parcels = Permit# 02� �/`( 7 Health Division `! J-1 m TIz-1 Date Issued Conservation Division 11 & Fee ` (400'% Tax Collector 4 ,.rs?! 62 zl�low— Treasurer s , Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Villages Owner Address �- Telephone Permit Request WSfi Ll Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation �-2 Zoning District Flood Plain Groundwater Overlay Construction Type �,�„u V a y I L , Lot Size Z 7.G3 OF_ Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. ." Dwelling Type: Single Family 0� Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes 0 No Basement Type: ❑ Full ❑Crawl . ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage: 0 existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes U4 If yes, site plan review# j Current Use �'4 s S 13 sD Proposed Use BUILDER INFORMATION q LAddress Telephone Numbers g j'O �2- 4 L! G License# -PA It 1�+1� b 26 6 n Home Improvement Contractor# Worker's Compensation# NSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOTURE DATE ��� �, FOR OFFICIAL USE ONLY PERMIT NO. - f • E DATE ISSUED I �' MAP/PARCEL NO. ADDRESS 'VILLAGE t OWNER { ti 1 I r DATE OF INSPECTION: , FOUNDATION FRAME , INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING r _ DATE CLOSED OUT _ ASSOCIATION PLAN NO. ` L �F 7HE r, .3' ' snxh�ras�. 20 The Town of Barnstable '�: ,0Ch Regulatory Services '°'Ec n►A�A - Thomas F. Geiler, Director Building Division Ralph Crossen, Building Commissioner 367 Main Street,Hyannis MA 02601 ' Office: 508-862-4038 Fax! ' 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION .._._w_.___.. MGL c. 142A requires that the`reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least..one but not more than four dwelling units or to structures which are adjacent to such-residence-or-.building=be done by registered contractors,with certain exceptions,along with other requirements. •'4 Type of Work: y stimated Cost Z �� Address of Work:—. Owner's Name: j� Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 []Building not owner-occupied Downer pulling own permit Notice is hereby given that: OWNERS-PULLING--.THEIR<OWN_PERMIT OR DEALING WITH UNREGISTERED `-CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contrac or Name Registration No. Date Owner's Name q:forms:Affidav ---- __ The Commonwealth of Massachusetts �2E— Department of Industrial Accidents office ofln�estigauons 600 Washington Street `_ yr Boston,Mass. 02111 ^�ir�..- Workers' Compensation Insurance davit /.'/i iii,,.."..,•u'/iir corer/ioiii///C%//////// // �j/ //////// ru ri rir i r / �// ,n.. narne: location S ctty C hGrU� phone I am a homeowner performing all work myself- ['I am a sole proprietor and have no one workin in any capacity [1 I am an employer providing workers' compensation for my employees working on this job y comnnm•name: .. v. address: ..::. hone citvv .... policy insurance cn. ;/- iiii�;:;;� i%//�%///// G%/ //%///////// I am a sole proprietor,general contractor, or homeowner(circle one).and have hired the contractors listed below who have the iolloN%ing workers' compensation polices: - comonnv name* - address: tw :..:. . a :. one: . . .:.:.....::::.. insurance co. <i:�6t3::;:;.`•:%ki' Si'>is%2 ?F:r:;;C:c>:;:;::::<.:;>::_'.: `..... ComnonV name' :::•::•:::;•:;::;;:;::;.: address: ___ __ 0. :.. :. ....:. one tilt: ::.:•.:: _ . .. . insurance co. . ....., Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of s tine up to understand that or one years'imprisonment as well as civil penalties m the form of a STOP WORK ORDER and a fine of S100.00 a day agaitnt ma I understand that a cony of this statement may be forwarded to the OlIIce of Investigations of the'DIA for coverage verification I do hereby certify under the pains and n •es of perjury that the information provided above is trap and correct Date 6 � — - signature Phone Print-ame official use only do not write in this area to be completed by city or town official r ¢. permit/license# ❑Building Department IMF city or town: Ql,icensing Board QSeiectmen's Otnce 0 check if immediate response is required ❑Health Department contact person: phone#; ❑Other ` ,. Information and Instructions all employers to provide workers' compensation for their Massachusetts General Laws chapter..152 section 25 requires as every on in the service of another under any cou- employees. As quoted from the"law",an gmP of hire, express or implied, oral or written- partners-ship, employer is defined individual, association, corporation or other legal entity, or any two or more cr Anrepresentatives of a deceased employer, or the receive= the foregoing engaged in a joint enterprise,and including the legal association or other legal entity, employing employees. However the owner of a trustee of an individual,partineP' �-and who resides them or the occupant of the dwelling house of dwelling house having not more than three ap another who employs persons to do maintenance constructtan or repair work on such dwelling house or on the grounds I be deemed to be an employer building appurtenarit thereto shall not because of such:emp oyment e state or local licensing agency shall withhold the issuance or renep MGL chapter 152 section 25 also states.flW very -- _ = of a Iicense or permit to operate a business or.to_construct buildings in_the commonwealth:fornny-applicant we o not produced acceptable evidence-of:compLance�wrth:the insurance coverage required. Additionally,neither - - contract for the performance of public,-work _ . commonwealth nor any of its political subdivisions.shaU:enter,�ato any - = of this chapter-leave,been presented to the coatrac acceptable evidence of campliance with the�= authority.. . Applicants e wAfim by checlang the box that applies to your situationand r ' Please fill in the workers' comp ca®pletelY, - with a certificate of insurance as all affidavits may,be numbersalong � supplying company names,address P _ e Also be sure to sagn.and AccideaLs for: to the Department of Industrtai' of insurance_.-_--_ -e lication for the_ermit or lids «- submitted - _ �e=returaed m the cit3'-or town that the app p F the affidavit. Thedaya should_ - ��w"or if yc - c date �� Sbouid,Department. ��anuestlons � -, big requested,not the Departtaent:af-Indust_ at the unbez elm _ -"_' listed b --� .� are required to obtain a workers' ° polite'Please call the City or Towns _ = has provided a space at the ba=m of t- Iete and printed legibly. The Department Please be sure that the affidavit is ca®p .�has to-contact you regarding thezpplicam..Plebe..�,;,._ affidavit for you to fin out in the event the Office-of iavestigati willbe.used as a reference number. The affidavits may be retsrmed to the ewe-mmib which_ be sure to fill m p es°�. _ the Department by mail or FAX mless other==gcm have beenmade• The Office of Investigations would Me to thank you in advance for You cooperation and should you have any questions. please do not hesitate to give us a cA •hc Department's address,telephone and fax member The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Invesugadons - 600 Washington street - Boston;Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 exL 406, 409 or 375 ��e,p� �o7n�maiuuea a�✓�addac`u�aek$ i �\ Board of Building Regulations and Standards, 1 HOME IMPROVEMENT CONTRACTOR Registration: 150501 E100,00 15/2008 `y f Type tQMdual FF ,. JEFF KAPLAN JEFF KAPLAN -+r 55 HIGH13 K' SOUTH DENNIS,MA 02660 Deputy.Administrator w 56l�T Z of 2 ZZ � _ - — — \ i' ,Z G-1x Z �P�� • �o g � I � 1v 2, ZG 3 j sL . 1 1\ �'�� �� � Pao � � � • 42 Tic s F,� 1" 1614 All iiii!" .0 w 1.," \1 11 40' 1613 �1 l101t iV,' �w n � Ywr.t ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE zr� SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS rn TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT _ VOLTAGE AT MAX V cp VOLTAGE AT OPENPOWER CIRCUIT VICINITY MAP INDEX W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE STH EDITION X Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) • PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN dOBNUMBER: JB-026766 00 SULLIVAN, WILLIAM SULLIVAN RESIDENCE Smiki SaVICIC \`,•SolarCit CONTAINED SHALL NOT E USED FOR THE 'I1` BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 54 BAIRD WAY, L2 4.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES: CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (17) Hanwho Q—Cells #Q.PRO G4/SC 260 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 774 238-8383 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE380OA—USOOOSNR2 COVER SHEET PV 1 3/6/2015 (888)-SOL-CITY(765-2489) www.solarcity.com PROPERTY PLAN ti Scale:1" = 20'-0' 0 20' 40' s F PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 7 6 6 00 � ■ CONTAINED SHALL NOT USED FOR THE SULLIVAN, WILLIAM SULLIVAN RESIDENCE Smiki Sovicic � SolarCt� � BENEFIT OF ANYONE EXCEPT SOLARCnY INC., MOUNTING SYSTEM: �'•' r0 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 54 BAIRD WAY, L2 4.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE', MA 02632 THE SALE AND USE OF THE RESPECTIVE (17) Hanwha Q—Cells #Q.PRO G4/SC 260 24 St Martin Drive,Building 2, Unit 11 EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Madbarough,MA 01752 SOLARCITY EQUIP PERMISSION OF SMENT WY INC. INVERTER. T. (650)638-1028 F. (650)638-1029 SOLAREDGE # SE3800A—USOOOSNR2 (774) 238-8383 PROPERTY PLAN PV 2 3/6/2015 (888)—SOL-CITY(765-2489) www•solarcity.com PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH: 125 ARRAY AZIMUTH: 125 - MATERIAL: Comp Shingle STORY: 2 Stories of YOO JEN K � Front Of House a� V1 No.4 A b. Digitall sI y Yoo Jin Kim Date: 2015.03.06 15:26:01 AC -08'00' ,. LEGEND 0 � D11 l ---- (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS F © DC DISCONNECT & WARNING LABELS F B © AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION;PANEL & LABELS - Lc LOAD CENTER & WARNING LABELS 61 19 E e DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS - CONDUIT RUN ON EXTERIOR A -- CONDUIT RUN'ON INTERIOR GATE/FENCE, _ '0 HEAT PRODUCING VENTS.ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN ti Scale: 1/8" = 1' 01' 8' 16' s • F PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 7 6 6 00 ■ CONTAINED SHALL NOT BE USED FOR THE SULLIVAN, WILLIAM SULLIVAN RESIDENCE Smiki Savicic �' a Solar City BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 54 .BAIRD WAY, L2 4.42 KW PV ARRAY 4 PART TO OTHERS OUTSIDE THE RECIPIENTS IMODULES, CENTERVIL'LE, MA 02632ORGANIZATION, EXCEPT IN CONNECTION WITH24 St. Martin Drive.Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (17) Hanwha Q—Cell§ #Q.PRO G4/SC 260 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARgTY INC. INVERTER: ' T: (650)638-1028 F: (650)638-1029 SOLAREDGE # SE380OA-USOOOSNR2 (774) 238-8383 SITE: PLAN PV 3 3/6/2015. (888)—SOL—CITY.(765-2489) www.solaraity.aam SK OF s1 ?� YOO JIM K � cs No.4 A 14'-7" (E) LBW Digitally igned by Yoo Jin Kim Date: 2015.03.06 15:26:11 A SIDE VIEW OF MP1 NTS 08'00' MP1 I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" ISTAGGERED PORTRAIT 1 48" 17" RAFTER 2X10 @ 16"OC ROOF AZI 125 PITCH 35 STORIES:2 ARRAY AZP.125 PITCH 35 C.I. 2x10 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT 'ZEP ARRAY SKIRT (6) HOLE. A SEAL PILOT HOLE WITH (4)' (2) POLYURETHANE SEALANT. ZEP COMP MOUNT C - -- - ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING U (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOBNUMBER: J B-0 2 6 7 6 6 00 PREMISE OWNER: DESCRIPTION: DESIGN: f • CONTAINED SHALL NOT BE USED FOR THE SULLIVAN, WILLIAM SULLIVAN RESIDENCE Smiki Savicic �:,,SD�a�C�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��1 r0 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 54 BAIRD WAY, L2 4.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (17) Hanwha Q—Cells #Q.PRO G4/SC 260 PAGE NAME SHEET: Wt. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: L• (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. ISOLAREDGE # SE380OA-USOOOSNR2 (774) 238-8383 STRUCTURAL VIEWS PV 4 3/6/2015 (888)-SOL-LITY(765-2489) www.solarcity.com n - L U PLI FT'CALCU LATIONS 4 J SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. g , CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: - DESIGN: JB-026766 00 ��4, . CONTAINED SHALL NOT BE USED FOR THE `SULLIVAN, WILLIAM SULLIVAN .RESIDENCE Smiki Savicic .,,So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'.., NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 54 BAIRD WAY, L2 4.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Mar In Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (17) Hanwha Q—Cells #Q.PRO G4/SC 260 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REW. DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. MVERTER: T:,(650)638-1028 F: (650)638-1029 SOLAREDGE SE380OA—USOOOSNR2 (774)_238-8383 UPLIFT CALCULATIONS PV 5 3/6/2015 {BB6)=soL—aTY(76s-246s) wwwsolaclty.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N GEC-T0 TWO N GROUND Panel Number: Inv 1: DC Ungrounded GEN #168572 ( ) #8 ( ) INV 1 — 1)SOLAREDGE ## SE3800A—USOOOSNR2 LABEL: A —(17)Hanwha Q—Cells #Q.PRO G4 SC 260 ELEC 1136 MR RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43948555 ( Inverter; 380OW, 240V, 97.5%; w/Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.5W/PTC, 40mm, Blk Frame, MC4, ZEP, 600V Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 20OA/2P Disconnect 3 SOLAREDGE SE3800A—US000SNR2 (L) LUAUS ' B 2g0V SolarCity u . �— L2 4� N Z A 1 20A/2P GND _____—___— EGC/ DC+ OC+ - -— c ——— B I GEC �� DG DC- MP1: 1x17 EGC——————————————————————————— EGC N i EGC/GEC _ Z I — GEC—r_ 1 TO 120/240V SINGLE PHASE I i UTILITY SERVICE I l I i , l l I i , PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX .VOC AT MIN TEMP PQI (1)CUTLER—HAMMFJ2 BR220 PV BACKFEED.BREAKER B (1)CUJLER—HAMMER #DG221UR8 /t, A (1)SolarCity @ 4 STRING JUNCTION BOX D� Breaker, 20A 2P, 2 Spaces Disconnect; 30A, 240Vac, Non—Fusible, NEMA 3R /y 2x2 STRfNGS, UNFUSED, GROUNDED —(2)Ground Rod; 5/8* x 8', Copper —(1)CUTLER— AMMER #DG030N8 GroundyNeutral it; 30A, General Duty(DG) PV (17)SOLAREDGE 300-2NA4AZS PowerBox (Yptimizer, 300W, H4, DC to DC, ZEP nd (1)AWG #6, Solid Bare Copper —(1)Ground Rod; 5/8" x 8% Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #10, THWN-2, Black 1 AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #10, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=12.46 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =356 VDC Imp=12.46 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (1)AWG#10, T0WN72, Green. . EGC. . . .—(1)Conduit.Kit;.3/47 EMT. . . . . . . .. . 70 AWG #8,.THWN-2..Green . . EGC/GEC.-(1)Conduit.Kit;.3/4".EMT. . . . . . . . . . J B-0 2 6 7 6 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: `\�,�SolarCity. CONTAINED SHALL NOT BE USED FOR THE � SULLIVAN, WILLIAM SULLIVAN RESIDENCE Smiki Savicic �_ r BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 54 BAIRD WAY, L2 4.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES:- CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 4 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (17) Hanwha Q—Cells #Q.PRO G4/SC 260 PAGE NAME SHEET: REV: DATE Marlborough,MA ing 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638 Marlborough, F. (617 638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE380OA—USOOOSNR2 (774) 238-8383 THREE LINE DIAGRAM PV 6 3/6/2015 (888)-SDL-CITY(765-2489) www.golarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 —(1)SO I LAREDGE ## SE380OA-USOOOSNR2 LABEL: A —(17)Hanwha Q-Cells #Q.PRO G4/SC 260 GEN #1685Z2 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43948555 Inverter; 3800W, 240V, 97.57o; w/Unifed Disco and ZB,RGM,AFCI. PV Module; 260Ww 236.5W PTC, 40mm; Blk Frame, MC4, ZEP, 600V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER 200A/2P Disconnect 3 SOLAREDGE _ SE380OA-USOOOSNR2 (E) LOADS B zaov SolarCity L7.. L2 N 2 A 1 20A/2P ____ GND ____ a _EGCI ___ DC+ DC+ • A --- -------«------------- --- --- GEC 1N. DC DC- MP1: 1.X17 EGC B I - - GND. __ .EGC-------------------- ---'-- -- ---------- ---t� IN c EGC/GEC_ 1I _ GEC TO 120/240V SINGLE PHASE �� UTILITY SERVICE i I I I I I c i uy —� 6 ELECTRiGAL Q; r PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN 61 ASS/pNAt.ENG` o� a m,, William Lou',=" ry . Warr ry.om Voc* MAX VOC AT MIN TEMP PDI (1)CUTLER-HAMM #BR220 PV BACKFEED BREAKER B (1)CUTLER-HAMMER #DG221URB Q (1)Sj�a2 STRMGSSUNFUSEDNGROUNDEDCTION X D Breaker, 20A 2P, 2 Spaces Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R AC; ' ` C (2)Ground Rod;,5/8" x 8', Copper -0)CUTLER- AMMER yy DG030NB Ground�Neutral Kit 30A, General Duty(DG) PV (17)SOLAREDGE 1�300-2NA4AZS _ PowerBox Uptimizer, 30OW, H4,DC to DC, ZEP (1)AWG #6,-Solid Barek`Copper Ind �(-1)Ground Rod; 5/8" x 8% Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO..2, ADDITIONAL J ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#10, THWN-2, Black_ 1 AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG #10, PV WIRE, Black Voc*,=500 VDC Isc =15 ADC O (1)AWG #10, THWN-2, Red ' O '(1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=12.46 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.46 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (i)AWG #10, THWN-2,.Green EGC. . . .-(1)Conduit.Kit; 3/4" EMT _ . _ . .. .-(1)AWG 0,1F(W1472,-9reen .. EGC/GEC,7(1)Conduit Kit;.3/4".EMT. . . . . . . . :. J B-0 2 6 7 6 6 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER:CONTAINED SHALL NOT BE USED FOR THE SULLIVAN, WILLIAM SULLIVAN RESIDENCE Smiki Savicic �,SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 54 BAIRD WAY, L2 4.42 KW PV ARRAY ORGANIZATION, EPART TO XC PTSIIN CONNECT10NDE THE �WITH MODULES: CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (17) Hanwho Q—Cells #Q.PRO G4/SC 260 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: Q PAGE NAME: SHEET: REV: DATE. Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. 774 238-8383 PV 6 3 6 2015 T. (650)638-105- F: (65 w 638-1029 SOLAREDGE SE3800A—USOOOSNR2 � � THREE LINE DIAGRAM / / (86s)-soL-CITY(7ss-ease) wwwsdarcltycam • o o • •o - o - Label Location: Label Location: Label Location: sum (C)(CB) (AC)(POI) (DC) (INV) Per Code: _ •- Per Code: _ Per Code: NEC 690.31.G.3 •o 0 0 0 • NEC 690.17.E o o • o o- •o•-• NEC 690.35(F) Label Location: o :o e - o 0 0 TO BE USED WHEN O O O D (DC)(INV) o•o e o -o. e • -o e s • e INVERTER IS D � Per Code: a UNGROUNDED NEC 690.14.C.2 Label Location: r Label Location: - e o e •o (POI) (DC)(INV) •- - o 0 0 o Per Code: Per Code: •-s •o 0 o NEC 690.17.4; NEC 690.54 -e a •O , w NEC 690.53 o e i�'• a e- . Label Location- Now rl 1 0 (DC) (INV) Per Code: NEC 690.5(C)" V- 0=14—�M LabelLocation: O (POI) -o • • • • • -o - o - Per Code: e • e - NEC 690.64.B.4 0 Key= Label Location: o �1f (DC)(CB) o •-e Per Code: Label Location: •o 0 o NEC 690.17(4) (D) (POI) • low -o • Per Code: o•• a �j: - • NEC 690.64.B.4 • -• e o Label Location: o W� (POI) Per Code: Label Location: e - 040 e- NEC 690.64.B.7 (AC) (POI) eo o - o (AC): AC Disconnect D O Per Code: °• - (C): Conduit NEC 690.14.C.2 (CB): Combiner Box . (D): Distribution Panel (DC): DC Disconnect Label Location: (IC): Interior Run Conduit �p (AC)(POI) (LC): Load Center(INV): inverter Integrated DC Disconnect •- '• -- Per Code: (M): Utility Meter • �p NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR �r 3055 Cleaview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set a�� T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE pill (888)-SOL-CITY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SOlaCCIt o + i , "SolarCity Zep Solar Next-Level PV Mounting Technology 'tr,SolarClty ZepSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs Z � lFP-roof ORA ermmd Zep Interlock Ney 4k shmnj .. y � - zmr w ewe . 7 .. Zep Groove Roof Attachment Array Sklrt Description ��p /�� PV mounting solution for composition shingle roofs C.WP • Works with all Zep Compatible Modules - o • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 E IE� Designed for pitched roofs Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 solar =oo c. WU Solar=ooSolarEdge Power Optimizer ^n Module Add-On for North America o P300 ! P350 / P400 SolarEdge Power Optimizer - — 6o ce 1�_ 72 cell FV 96 ce V�,) Module Add-On For North America (for II PV (for -cell I) `(for II, .�+. ' � , modules modules modules 'T P300 P350 P400 INPUT / / Rated Input OC Power 300 350 400 W ............................................................................... ......................... ...:......................... .......................... ............. Absolute Maximum Input Voltage(Voc at lowest temperature)I.: 48 60 80 Vdc - .... ............... ................... MPPT Operating Range I 8 48 8 60 8 80 J Vdc ................. ..... .... ...................................... .... ................... ........ Maximum Short Circuit Current(Isc) 10 Adc ...... ...... Ma mum DC Input Curren[ 12 5 -Adc Ma mum Efficiency ....................... 99 5 .. ..... h w. ... ......00.. . Weighted Efficency... - .. ..... 988... ...... ..�.....98. Overvoltage Category II ' - .OUTPUT DURING.OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ,Maximum Output Current 15 Adc f� Maximum Output Voltage l 60 Vdc IpL 'OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) _ - r— Safety Output Voltage per.Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC ..,,FCC Part15 Class B:IEC63000 6 2;IEC61000 6,3. ................. ... ............. .... .......... ........... ........ Safety i IEC62109 1(class 11safety),UL1741 ' NST ... .... Yes.. .. RoHS' 'INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc ...................... ............... ......... - Dimensions(W x L x H) - 141z212 x405/5 SSx834x159 - mm/in Weight lincluding cables).._............................................�. 950/2.1 .g[L1b... j - - Input Connector ` ..............MC4/Amphenol/Tyco......................... . .... .. . Output Wire Type/Connector Double Insulated Amphenol - .. .. .............. .. ...... .... .. - OutPutW re Length ........ 0.95/3.0 I. ,..__..1.2/39,,..... Operating Temperature Range 40 +8S/40 +185. ...... ........... ............... ........ - ProtectlonRating - �..................................IP65/.NEMA4,:..,.., .., ..............y................... .....I ........ ... ... R—d src pow of me mm„e: dull o Up 1.sx oow:.vo.,,��:a1—d. ............ .. . ..... ...... ... .. .,;: Relative Humidit ... .. .. . ..%.. � PVSYSTEM DESIGN USING A SOLAREDGE :7`r THREE PHASE THREE PHASE , .'INVERTER _SINGLE PHASE 208V 480V PV power optimization at the module-level Minirnumstnng Length(Power ORGmieers) a 10 18 .... ...................... Up to 25%more energy - - - Maximum.String Length(Power Optimizers) I 25 25 50 . ............. . .. ................. .. Maximum Power per String 5250 6000 12750 W —Superior efficiency(99.5%) .. .. .. ...... . ....... 00 ......................... 1 . Parallel S[nngs of Different Lengths or Orientations Yes 1 — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ""' ........................... ''" "" "' """'" —flexible system design for maximum space utilization _ —fast installation with a single bolt d — Next generation maintenance with module-level monitoring . . - I W — Module-level voltage shutdown for installer and firefighter safety m USA - GERMANY ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA - www.SOlaredge.u5 I ti solar e e Single Phase Inverters for North America Q O O P SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ - SE760OA-US/SE10000A-US/SE1140OA-US solar e o c SE3000A-US I SE380OA-US I SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US .; •;, OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA SolarEdge Single Phase Inverters 10000@240v . ............. ................ ............... ................. ........ .... . ................................. ........... Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North AmericaI .. .. ............... .S45o@240y. ......... ..... .... .......... .1o95o@z4o�.................... ........... AC Output Voltage Min:Nom:Max.* SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC. 208-229Vac ...-208.............................. ................ ............... AC Output Voltage Mm:Nom:Max.* � � � � � � � SE760OA-US/SE1000OA-US/SE1140OA-US 211-24D 264Vac ....... ... .. .. .. . .. .. . .... .-.. . '-'6'0.... . ..... .... ... ... .... .-..... .................... .... ........... ...... .... AC Frequency Min.Nom.Max.* 59.3:60:60S(with HI country setting 57:60;60;5) Hz - 24 @ 208V 48 @ 208V - Max Continuous Output Current 12.5 16 I 25 I 32 I 47.5 A ......... .....�. ...... ... 21...24UV.. .. .42 @,240V ..t. ..... ........ . 6FDI 1 A _ ...... .. . ....................... .. _................... Utility Monitoring,Islanding Protection,Country Configurable Yes -F\avertk Thresholds INPUT ' - - .- 12.25 Recommended Max.DC Power** y dears 3750 4750 - 6250 7500 9500 12400 14250 W o�NlarranH 4 (STC).. .. ....... ..... .... .... .... ................. ............. ............. ......... ......... ..... ........ ........... ._ Transformer-less,Ungrounded Yes - !at�an°\ ... ...... .... .. .. ... .......... ............... ................. .... ........... ....................... .............. .. ")+. -�„•�� Max.Input Voltage 500 - Vdc - ...... ..... .. .. .. ..... .... ................ ..-................. .......-..... ... ... ._.. ................... ... .... ........... ...... Nom.DC Input Voltage....... ................ ............... ... ... ... .325 @ 208V/350 @ 240V. ..... .... ........ ......... .... .Vdc. ..r .. . .... .. ...... ..... ....... .. .. .... 16.5 @ 208V 33 @ 208V Max Input Current ** 9.5 13 18 23 34.5 Adc ........ ............................. . ............. ............... .15.5 @ 240V 30.5 @.240V.................... , ' Max.Input Short Circuit Current 30 45 Adc Reverse-Polanty Protectionete oun Yes- • Ground-Fault Detection 600k.Sensitivity i ... oun................. ete.-........ ............... ............... ................. ................ ................ ......................... '........... Efficiency97.7 98.2 98.3 98.3 - 98 98 98 Maximum Inverter - - _ ..... ......... ...............I.97.5@@ 208V .....'.... ..... .....-... ....I...97 @ 208V ` CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 Nighttime Power Consumption <2.5 <4 W t !f ADDITIONAL FEATURES - -" - •i-`�-' - Supported Communication Interfaces R5485,RS232,Ethernet,ZigBee(optional) rj0_1 - ..................................... ............. ..................... ......................Pme,. igBe....p.oral)........................ .. . . .... - .,,,*„p+ a Revenue Grade Data,ANSI C12.1 0 tional STANDARD COMPLIANCE r Safety........•••_•.: .................U L1741,.U L16998,U L1998,CSA 22.2 ..Grid Connection Standards IEEE1547 .......................................... .. ... ... ...... ..... ... .. .. .......... ............. ....... ......... ......:. E ' FCC art15 class B missions f ... . .... ... .. ........ ......... . i ' INSTALLATION SPECIFICATIONS s i AC output conduit srze/AWG range. 3/4 minimum/24 6 AWG 3/4"minimum/8 3 AWG DC input conduit size/..of strings/ AWG rang ' 'h•s r� ��, �, 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1 2 strings/14-6 AWG t f E . e • Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/- 30.5 x 12.5 x 10.5/775 x 315 x 260 in/ Switch(HxWxD) ...775x315x172 775x315x 191 .-•.••• .• .• ... ................. `_min.... ........................... ..... ............ ......... ..... ... . ....... .. ....... ..weight with AC DC Safe[ Switch 51 2/23 2 I 54.7 24.7 88.4/40.1 lb k g.... . !........v. ........... ..... ... ................... ... ... ......!........ ......- ............. ............ .......................... ..... .... Cooling Natural Convection Fans(user replaceable) r ' The best choice for SolarEdge enabled systems Noise .... <25........ .............. ....... . .. . ....<50........ . ......... dsA O Y Min.Max.Operating Temperature 13to+140/-25to+60 Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range ...... Nver..version**** F/.. .. Superior efficiency(98%) Protection Rating .... .. ..... .NEMA 3R..... . ........ ......... ......... ......... •For other regional settings please contact SolarEdge support. Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 13S%for locations where it is below 77'F/25'C. For detailed information•refer to .solared Built-in module-level monitoring A higher current source maybe used;the inverter will limit its input current to the value,stated. ••CAN F/Ns are eligible for the Ontario FIT and microFIT(microFlT exc SE31400A-US-CAN). I - Internet connection through Ethernet or Wireless - Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only ) , Pre-assembled AC/DC Safety Switch for faster installation ' y 1..1►.]►:Jm Optional-revenue grade data,ANSI C12.1' stxtsQsc 1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS ISRAEL WWW,sOlaredge.uS I - t0' wlma+f�o • ' Format - 65.7 in x 39.4in x 1.57 in(including frame) _ - (1670 mm x 1000 mm x 40 mm) Weight 44.091b(20.0 kg) Front Cover 0 13 in(3.2 mm)thermally pre-stressed glass El- with anti reflection technology _ - `�„ Back Cover Composite film •y �� „•9i.�mm, Frame Black anodised 7EP compatible frame �ell 6 x 10 polycrystalline solar cells Junction box Protection class IP67,with bypass diodes .,_,as.,a�,a•,•.M °'dv . - - Cable 4 mm2 Solarcable;(+)a47.24in(1200 rem),(-)a47.24 in(1200 rurn) �yrrtl� on.n°°^' •n1 - y - - Connector 'MC4 UP 68)or H4(IP68) - ,,a,',,,®„I•© T°'""'""' .T PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m2,25`C,AM 1.5G SPECTRUM)' POWER CLASS(+S W/-O W) [W1 255 260 265 t.. Nominal Pourer - - PM„ rwi - 255- 260 265 P. • , • r , 1 e ' ' Short Circuit Current I3e [Al - - 9.07 " �+ 9.15 9.23 Open Circuit Voltage V. IV] 37.54 37.77 38.01 _ ' -Current at P•„ 1- [A] - 8.45 8.53 8.62 _.._. . -'--- Voltage at P•vr , V fvl • Y ... 30 18 _ 30.46 30.75, The new Q.PRO-G4/SC is the reliable evergreen for all applications,with - - Efficiency(Nominal Powers n 1%i a15.s z15.6 ' a 15.9 T' z a black Zep Compatlble.'A•fram.e design for Improved aesthetics, Optl- ?PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCTa100 Whiz, x3 C`AM 1.5G SPECTRUM) th - �POWERCLASS(+5W/-OW) IW] - 255 .. 260 - 265 ," mi2ed material usage and increased safety.The 4 solar module genera- • Nominal Power • .PMPP [Wl - 188.3 - -192.0 195.7 tion from Q CELLS has be6n.optimised across the board: improved output short cireaiL cyrrenh Ise [A] i si a 7.3A 7.44 yield, higher operating reliability and durability, quicker installation and - - r .,.; Open Circus(Voltage V"s IV] 34.95 35.16 35.38 more intelligent design, ' s: Current at P•„ lirm - IA] 6.61 6.68 Y 6.75 Voltage at P., � V_ IV] • 28.48 28.75 � ( 29.01 ,, - .- .. Measurement tolerances STC:x3%(P_);±10%(Iv,V_,I,�°V.V-) 'Measurement tolerances NOCT.:S%(P.,,);±10%(I�.Vim,Im°o,V_) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY R '•` - -. _ 0 CELLS PERFORMANCE WARRANTY � � -PERFORMANCEAT LOW IRRADIANCE •Maximum yields with excellent IOW-light •Reduction of light reflection by 50%. -• 1°0 At least 9/%of nominal power duringand temperature behaviour. plus long-term corrosion resistance due ;W^ = first year.Thereafter max.0.6%degra- - __ _-_- - - datioo per_year. •Certified fully resistant to level 5 salt fog; to high-quality . z a At least 92%of nominal power after a __ •Sol-Gel roller coatingprocessing. _" 10 years. W - p g• At least 83%of nominal power after F ENDURING HIGH PERFORMANCE- y 12 a - 2e years. •Long-term Yield Security due to Anti ' EXTENDED WARRANTIES = All data within measurement tolerances. Full warranties in accordance with the 00 ' PID Technology',Hot-Spot Protect, •Investment security due to 12-year arranty terms of the Q CELLS sales 1RRAmANCE[WM9 • w and Traceable QualityTra.Qlm. product warrant and 25- ear lineal nrganlsafinli of your re,pe five`minty' p y y - � �• n The typical Change in module efficiency at an irradiance of 200 W/m2 in relation 2 , ,.. ,..,.,,,,M vtaiS to 1000 W/m2(both at 25"C and AM 1.5 G.spectrum)is-2%(relative). •Long-term stability due to VDE Quality performance warranty "`""' g l .. Tested-the strictest test program. - - TEMPERATURE COEFFICIENTS(AT 1000 W/M2,25-C,AM 1.5 G.SPECTRUM) QCELLS Temperature Coefficient of I., a [%/K] +0.04 Temperature Coefficient of V� p [//Kl -0.30 SAFE ELECTRONICS Tau swo w •a ea Temperature Coefficient of P_ Y [%/Kl _ -0.41 NOC7 v I`Fl 113±5.4(45±3"C) se Protection a ai'"• g nst short circuits and ..,. ,. , �.,;• � 5fr`:� .•� r- - „^�>' x�t 2014 Maximum System Voltage Vss fVl 1000(1 EC)/600(UL) Safety Class II c thermally induced power IosSPs due to - - breathable junction box and-welded maximum series Fuse hating FA Dcl 20 Fire Rating C/TYPE 1 E - _ Max Load(ULP rlbs/ft21 50(2400 Pa) Permitted module temperature - -40°F up to+185'F •� cables. - - _ on continuous duty (-40'C.up to+85'C) PhAtn" - load Rating(UL)2 [lbs/f 2l 50(2400 Pa) 2 see installation manual - e $ L:x t.,c: o .Bail palrnruallins� l ��i' •. 77 UL 1703;VDE Quality Tested;CE-rnpliant; Number of Modules per Pallet 25 IEC 61215(Ed.2);IEC 61730(Ed.1)application class A -THE IDEAL SOLUTION FOR: 1M 4O0325� 1 Number of Pallets per 53'Eontainer 32 - e a�eMPATe� , Rooftop arrays an.. _ `, Pm Y� a,. Number of Pallets per 4o Container 26 = H GOMtPATj ❑ E \// Pallet Dimensions(L x W x H) 68.5i n x 44.5 in x 46.0 in ®residential hVlldings. Q A \ C c.,w US OW - (1740 x 1130 x 11%0 mm) ` - - .. • _ - ,°, Pallet Weight - 1254 lb(569 kg) i rp�v. i NOTE:Installation instructions must be followed.See the installation and operating manual or contact our lechnical service department for further information on approved inslatlatioii and use of - APT test conditions.Cells at against grounded,with conductive metal foil covered module surface, - COMPR%` this product.warranty void if non-HP-Certified hardware is attached to groove in module frame. 25'C,168h . . 2 See data sheet on rear for further information: . _ - Nabwha O CELLS USA Corp. . .. - 8001 Irvine Center Drive,suite 1250,Irvine CA 92618.USA I TEL+1 949 748 59 961 EMAIL q-cells-usa®q-cells.com 1 WEB www.q-cells.us - Engineered in Germany OCELLS Engineered in Germany �.�L CIELLS J ' l ■ veriz nv,/ Because sett"fwattens -- 10 CHAPPELL - . .1 8 FLANDERSROAD, \ .. ENGINEERING 1 WESTBOROIJGH, MA 01581 r f EQUIPMENT SCHEDULE ASSOCIATES,LLC ,,' (EQU _ GRADE) - C(atl'Striatud-al.•Lftncf�GfVE.{)'7fa .... .. .. . CENTERVILLE ��I /'� w/d A - IPMENTTORE INSTALLED RI PROPOSED CONCRETE PAD AT ): . .:. - .:. ... ... iE Ls I\®/I IL�LC ONE(1)_CHARLES INDUSTRIES RADIO/B7S EQUIPMENT.CABINET(PART#CUBE-PM63912MCI): � - .. ONE(1)CHARLES INDUSTRIES BATTERY CABINET(PART#CUBE-BB48E1HN1) -- R.K. EXECUTIVE CENTRE: - ® ELECTRIC p T pq- _ _ - ONE(1)MTU ONSITE ENERGY DIESEL GENERATOR(MODEL#MTU 4ROO55 DS20) - 201 BOSTON POST ROAD WEST, SUITE 101 N STAR `LE C i R I C COMPANY ONE(1)EMI PRODUCTS 167 GALLON DIESEL FUEUCONTAINMENT PAN MARLBOROUGH, MA 01752 - - - .ONE(1).ASCO2DOA LOAD''-CENTER. (508) 461-7400 _ - - - ONE(1)7ELC0 CABINET - engineering.com- www.chappell ONE(1)"HOFFMAN BOX"(OUTDOOR RATED UTILITY..CABINET) R/W ##345, STRUCTURE #199, LINE #136; 115kV - :. ONE(1)PCTEL GPS ANTENNA(MODEL#GPS-TMG-HR-26NCM) -- - - - - -- - - - - - - THREE(3)LTE 70D ALCATEL-LUCENT REMOTE RADIO HEADS(813 RRH4x30-0R) - - THREE(3)LTE 2100 ALCATEL-LUCENT REMOTE RADIO:HEADS(668a RRH4x45) _ 54 BAIRD WAY �HOF w (UTILITIES/CABLES TO BE ROUTED UP TOWER): I l t- .. - TWELVE(12)1Y,"COAX SIGNAL CABLES - THREE 3 PET CONTROL CABLES _ CENTERVILLE, 'MA 02632 (ANTENNAS TO=BE INSTALLED ON TOWER):- - _ - _ SIX(6)CSS X7CAP-065-VRO-IPB ANTENNAS(5o.6 02.5'V.1") .. .. ... BARNSTABLE COUNTY PROJECT TYPE: WIRELESS TELECOMMUNICATIONS INSTALLATION ON EXISTING TRANSMISSION STRUCTURE . SITE INFORMATION: - VICIN.ITY MAP - SHEET INDEX EIJGwEER�LANo su v oR DATE IT IS A VIOLATION OF LAW FOR ANY PERSON, .. : : .. -. UNLESS THEY ARE ACTING UNDER THE DIRECTION I RECi0 N SCALE: V=1000 DWG. DESCRIPTION REV. OF A UDENSED PROFESSIONAL ENGINEER, LAND OWNER: WILLIAM F.SULLIVAN III - - - - - -- 54 BAIRD WAY .. .. .« _ :.:_ i r8nberry , ,.A ,, .. ... ... TOALTER THIS DOCUMENT. CENTERVILLE,MA 02632 - � f ,` a.� i o 3•"s` T01 TITLE SHEET 0 GN01 GENERAL NOTES -.0 - .REVISIO STRUCTURE& : NSTAR ELECTRIC COMPANY I , EASEMENT OWNER: - 1/k/a BOSTON EDISON COMPANY * l" - -• T• a Ot� -601 - PROPERTY.PLAN - 0 NO. DESCRIPTION N DATE ONE NSTAR WAY,SUITE 210 ° �.• " - -- 'y�. •\..- O' .,;j" .� a d \ s 4 :CO2 PARTIAL SITE PLAN 0 0. ISSUED FOR RLYILYI - 6/30/17 .. WESTWOOD,MA 02090-- -c , ,Q; •#}" p d+. ,.,• a." L01 - LEGAL PLANS(LICENSE AREA&COAX AREA) 0 STRUCTURE OWNER SITE ID: R/W#345,STRUCT.#199,LINE#136,115kV ' " - '• _ - :: - - - g'" F✓ °• _y .� n• L02 LEGAL PLANS(UTILITY AREA&ACCESS AREA) _ - - 0' _ n � APPLICANT: - .. CELLCO PARTNERSHIP .. .� •0� -.It R1 •`• - I. "" 5 - - - - (dba VERIZON WIRELESS) - 1� N ' • _ 1 A01: - EOUIPMENTAREA PLAN&SOUTHWEST SITEELEVATION 0 .:. .118 FLANDERS ROAD- - ... F "• • O.' � " tl � i; �! 1 t • A02 SITE DETAILS ... �. . -WESTBOROUGH,MA 01581 ��'•• . ..;� `� `"7 )r,• I S IT •c P ,r"e- '*•' d 03 - PMEN DETAIL _ 0 . .. SITE ADDRESS:.:. 54 BAIRD WAY :. I 1 .P I14 L„ •- .. .,. :°' %4•'1 .E�J .. .. - .. �f A EQUI T PAD PLAN& S ... CENTERVILLE,MA 02632.. - ... ��/ --- (\l «.._. xc •., A" s"'... - •, , '- 'q. :t _ A04 RF CONFIGURATION: _ Q - - ✓��s. 1�s - : PROJECT NAME: II M / U ' i - • ,� +� ��- S01 LOADING DIAGRAMS,ANTENNA AND CABLE MOUNTING DETAILS&SITE ELEVATION �0 ' COUNTY: : BARNSTABLE -: �: �: • ...�.. ,...�.-_+. - -++• fi< \..a _ - - „�.: _�. ;' • CENTERVILLE 2 MA: LATITUDE: - - N 41°-3l3'-57.16"(CENTER OF SE POLE OF STRUCTURE#199) ,`S u a S02 ICE SHIELD FRAMING PLAN&STRUCTURAL DETAILS. 0- --- �, .;, d `, a P < NSTAR ELECTRIC CO.: LONGITUDE: W 70°-22'-05.45"(CENTER OF SE POLE OF STRUCTURE#199) l i >y + f,„`4) = E01 ELECTRICAL DIAGRAMS&DETAILS - 0 - n $ fl/ r, Ala rl R/W.#345,STRUCT.#199, ZONING CLASSIFICATION: RC(RESIDENCE C DISTRICT) - n yy '.Cran RY \\ a: .�*',.. - p '% ay , _ __ _ - - - --ZONING JURISDICTION: TOWN OF BARNSTABLE;MA - II Bob p ,+ , : °. 4+"€" E02 GROUNDING SCHEMATIC&DETAILS 0 LINES#136,1 15kV .. _ It Q. , W S� ft »�,,*. `' E03 GROUNDING DETAILS 0 TAX ID PARCEL NUMBER: MAP 171 BLOCK 244 _ I' " `tom fl a •� AILS WAY CENTERVILLE,54 D VIA 02632. � ARCHITECT/ENGINEER: CHAPPELL ENGINEERING ASSOCIATES,LLC C; A...• -°. -- - .. - - - - 201 BOSTON POST ROAD WEST,SUITE 101 n .� r ;'.,z+OF '" _ •-'Cra .4 - - - MARLBOROUGH,MA 01752. u 5 r3 "a''«'aI' - r n r'ry' 2U f, '` p S j •••q - - /-+ - DRAWING TITLE: . .POWER COMPANY: _ NSTAR ELECTRIC COMPANY a .`„ TI f dt ,=4•'..: '.� ^.-..f s '• �':! - :.. DO.NOT SCALE-DRAWINGS ... .. ... ONE NSTAR WAY - . - - WESTWOOD,MA 02090 .: Utl. 'a # II �q Y _ . :.(888)633-3797 R;:"• -�y;a�' z3 : - la o. 1 � /. - � ha �• N.T` � �`� lq �.!, '•' CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON:� TITLE SHEET- . THE JOB SITE AND SHALL IMMEDIATELYNOTIFY THE PROJECT OWNER'S REPRESENTATIVE TELEPHONE COMPANY: VERIZON - - r p'- aa, <.'! I f R• p, •, ) m �/• -sxi= y'•.' 3.. .,„a IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE - 185 FRANKLIN STREET a1' r A- .,�\ I g •; ,• `. I _. '• _ }•7 _ RESPONSIBLE FOR SAME. - - - - BOSTON,MA 02107 - al ,.r�'+,�, o t ,•.. y.: I� L•.IS '® 0. "'t, BM.6 _-. . I (800)941-9900 .SL: - o.-c - # L ". I'13tCI'y ... ., DRAWING N0: PROJECT DESCRIPTION DRIVING DIOECTIOr�IS 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS INSTALLATION AND WILL BE USED FOR T fl fl L V _ THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC . I 0. 1.. WIRELESS TELECOMMUNICATIONS SERVICE. - - - -- - 2. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. - - - .. TAKE 1-495 SOUTH. KEEP LEFT.TO CONTINUE ON MA-25 EAST. TAKE EXIT 3 FOR U.S.6 TOWARD -3:-NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION:'- - - - - _ BOURNE/HYANNIS..AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO US-8 E/MAIN STREET.CONTINUE :: 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. . - - ONTO US-0 E.TAKE EXIT 5 FOR MA449 TOWARD MARSTONS MILLS/WEST BARNSTABLE.AT THE TRAFFIC 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. ` DESIGNED I$:c LounoN crooE CIRCLE,TAKE THE 2ND EXIT ONTO SERVICE ROAD.TURN RIGHT ONTO OLD STAGE ROAD.TURN LEFT TO - - - : - AS SHOWN D DRAWN ITr:Nnc STAY ON OLD STAGE ROAD.TURN RIGHT ONTO NOTTINGHAM DRIVE.TURN LEFT ONTO BAIRD WAY.THE - - ,` RECKD BY.GIa 384938 PROJECT N0. ORIGINAL ISSUE DAIS. - 96210.344. 6/30/17 - SITE WILL BE ON THE LEFT SIDE. GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336.ASTM A184,ASTM A185 AND THE - 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PUCE CONCRETE;. CONTRACTOR-VERIZON WIRELESS 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS . SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE.A OF THE NEC AND TELCORDIA OWNER-ORIGINAL WIRELESS - HIGHER STRENGTH(4000P51)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE - 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS'REQUIRED TO SUPPORT RF AND :verizon OEM-ORIGINAL EQUIPMENT MANUFACTURER - REQUIREMENTS - - TRANSPORT CABLING TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO . NI 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS.NOTED OTHERWISE,WELDED WIRE CONTRACTOR FOR APPROVAL FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL BE.CUSS - 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN'MINIMUM CABLE SEPARATION AS REQUIRED BY - .. SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE "B"AND ALL HOOKS SHALL BE. STANDARD,UNO. - - ATTENTION OF CONTRACTOR. -- -- - - THE NEC AND TELCORDA .. .. F3e.- " caus0 Bettor Ma(irirs:. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,: - 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON. 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. .. - REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH .DRAWINGS: ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST ART IN UVH-.••••.3 IN. � � 5.EACH END O EVERY POWER,GROUNDING.AND T7 CONDUCTOR AND CABLE SHALL BE LABELED WITH THE PERFORMANCE OF THE WORK. �.: CONCRETE EXPOSED TO EARTH OR WEATHER: � - � COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH ' #6 AND LARGER..........................2 IN. PROTECTION,OR EQUAL).THE IDENTIFICATION.METHOD-SHALL CONFORM WITH NEC&OSHA,AND MATCH #5 AND SMALLER&WWF .....11b IN. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY - - - - EXISTING INSTALLATION REQUIREMENTS. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS _ CONCRETE NOT EXPOSED TO EARTHOR WEATHER - - .. ,. � OR NOT CAST AGAINST THE.GROUND .:. -'1. 6:POWER PHASE CONDUCTORS(LE.,HOTS)SHALL BE LIBELED WITH COLOR-CODED INSULATION OR :SLAB AND WALL..........................- N IN.. _ -..P,= CHAPPELL 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. - - `ELECTRICAL TAPE(3M BRAND,'/s INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL).PHASE BEAMS AND COLUMNS..............1Xe IN. .CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS - 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES, 5:A CHAMFER SHALL.BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,LINO,IN ACCORDANCE WITH ACI 301 SECTION 7.;ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED flIMCOID,PLASTIC LABELS. ENGINEERING AND TABOR NECESSARY TO COMPLETE-ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS 4.2.4. - ALL EQUIPMENT SHALL BE LABELED WTH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WIH MANUFACTURER'S - - CONFIGURATION,POWER OR AMPACRY RATING,AND BRANCH CIRCUIT ID NUMBERS(LE.,PANEL BOARD AND CIRCUIT ID'S). ASSOCIATES,LLC RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. - _ 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED - - civil•Structuraal•Land Surveying PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT .. -8.PANEL,BOARDS:(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT JD NUMBERS)SHALL BE - -B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR.SHALL BE.CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILUNG CLEARLY,LABELED WITH ENGRAVED LAMACOID PLASTIC_LABELS. .R.K.-EXECUTIVE CENTRE SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. -HOLES IN CONCRETE.SPECIAL INSPECTIONS,.REQUIRED.BY GOVERNING CODES,SHALL BE STAINLESS STEEL OR HOT DIPPED - '- GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL $ALL.TIE WRAPS SHALL BE CUT:FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. .. .201 BOSTON POST ROAD WEST, SUITE 1.01 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND Tl CABLES,GROUNDING - 10.'POWER,CONTR04 AND EQUIPMENT GROUND.WIRING IN TUBING OR CONDUIT SHALL BE.SINGLE CONDUCTOR- MARLBOROUGH, MA 01752. CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE 7.CONCRETE CYLINDER.TESL IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS - (508) 481-7400 EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE (IBC1905.6.2.3)IN THAT EVENT.THE.FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; .FOR 90 THWN-2,CLASS B STRANDED COPPER CABLE RATED* - www.chappellengineering.c - ACTUAL ROUTING WITH THE CONTRACTOR. (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. - FOR C(WET,AND DRY)OPERATION;OR LARGER),60D V,OIL RESISTANT THAN LISTED OR LABELED.FOR THE LOCATION AND RACEWAY SYSTEM USED, .. om _ .- (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. ..UNLESS.OTHERWISE SPECIFIED. - - 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. - 11.:SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(#6 AWG OR - STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION LARGER),600 V.OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE /� OF THE OWNER. .. 8.AS AN ALTERNATIVE TO ITEM 7.TEST CYLINDERS SHALL BE TAKEN INTIIALLY AND THEREAFTER FOR EVERY 50 YARDS OF " RATED FOR 90'C(WET AND DRY)OPERATION;: OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM- OF - CONCRETE FROM EACH DIFFERENT BATCH PLANT. - 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL - - .. - - USED, UNLESS OTHERWISE SPECIFIED.CABLES,AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY,-ANTENNAS REMOVED SHALL BE RETURNED- - 9.EQUIPMENT SHALL NOT BE PLACED ON NEWPADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED BY 12..SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SHALL BE SINGLE p TO THE OWNER'S DESIGNATED LOCATION. - CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. - -- CONDUCTOR g3 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. - 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STEEL. NOTES: - - - - 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR - 1.ALL STEEL:WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND VERIZON WIRELESS CABLE,(#34 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CUSS B STRANDED COPPER CABLE _ SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND - SPECIFICATION'25252-000-3PS-GEf-00001 UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SHALL BE ASTM-A-36 UNLESS RATED FOR 90-'C(WET AND DRY)OPERATION;WITH OUTER JACKET;.LISTED.OR LABELED,FOR THE LOCATION se PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN,INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE _ USED,UNLESS OTHERWISE.SPECIFIED. WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)'MANUAL OF STEEL CONSTRUCTION". 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACK FILLING - 14,-ALL POWER AND GROUNDING-CONNECTIONS SHALL BE CRIMP STYLE,COMPRESSION WIRE LUGS AND - TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS.OR FINAL 2;ALL WELDING SHALL BE PERFORMED USING'E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WIRE NUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO - ELECTRICAL CONNECTIONS FOR.ENGINEERING REVIEW. - WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC"MANUAL OF STEEL LESS THAN 75-C(90'C IF AVAILABLE). - A CONSTRUCTION",:9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. 15.CONSTRUCTION SHALL COMPLY WITH VERIZON WIRELESS SITES. - -15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL.USE IN ACCORDANCE.WITH I 3:BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325-BOLTS s"O.AND SHALL HAVE MINIMUM OF TWO BOLTS NEMA ILL,ANSI/IEEE,AND NEC. - ENGINEER/LAND SU V OR DATE WORK1fi.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY - UNLESS NOTED OTHERWISE. - SUBC ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. - - -. - - RACEWAY OR TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE 16-.NEW CEW CABLE R IS A VIOLATION OF LAW FOR ANY PERSON, SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR - _ .. TION. - - - 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 44"DUa ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. � 17.-ELECTRICAL METAWC TUBING EMT OR RIGID NONMETALLIC CONDUIT LE. RIGID PVC SCHEDULE 40,OR - UNLESS THEY ARE ACTING UNDER THE DIRECTION PROCEEDING WITH CONSTRUCTION. (EMT) - .. OF A LICENSED PROFESSIONAL ENGINEER, , 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY - 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED INDOOR LOCATIONS. -RIGID PVC SCHEDULE BO FOR LOCA TIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED TO ALTER THIS DOCUMENT. - SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT THE ANCHOR BOLT, OR ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT PROCEDURE. .. MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR.SHALL BE CUT WTHOIJT PRIOR CONTRACTOR APPROVAL WHEN DRILLING. 18.ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC'TUBING(ENT),OR RIGID NONMETALLIC - APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. - HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN ORDER TO MAINTAIN - - REVISIONS MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED CONDUIT(RIGID WC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 18.SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL .. 19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE NO. DESCRIPTION DATE- LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY 0 ISSUED.FOR REVIEW 6/30/17 WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL ... 20.RIGID NONMETALLIC CONDOR(I.E.,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. - STEEL - USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN _ - - - REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. - -- - .. 7.ALL STRUCTURAL STEEL WORK SHAD.BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. " - • O I - -SITE WORK GENERAL NOTES: - - 21.LIQUID-TIGHT FLEXIBLE N OCCU CONDUIT(LIQUID IS N FLEX)SHALL BE:USED INDOORS AND .. SOIL COMPACTION NOTES FOR SLAB ON GRADE: �� _ - OlJTD00RS,.WHERE VIBRATION OCCURS.OR FLEXIBILITY IS NEEDED. 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. - - 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE... - 22.CONDUIT AND TUBING FTTIINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE .. AS REQUIRED. _ LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. - - - - 2.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED L THE WORK,SHALL BE - - -- - 23.CABINETS,BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER SUBCONTRACTOR OF THE WORK,SHALL BE RELOCATED AS 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY'A QUALIFIED GEOTECHNICAL TECHNICIAN OR - _ - AROUNED R EAR RS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR ILL INCLUDE WITH NEMA,UL,ANSI IEEE,AND NEC. ENGINEERS. / ENGINEER IS ACCEPTABLE. AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE � - BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE"UNDISTURBED SOIL"BASE SHALL BE COMPACTED WITH - -24.CABINETS,BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. PROJECT NAME:- r MAXIM PER ASTM D 1557 METHOD _ CENTERVILLE 2 MA. 3.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. COMPACTION EQUIPMENT",LISTED BELOW,TO AT LEAST 90.MODIFIED PROCTOR UM DENSITY P 25.:WIREWAYS SHALL BE:EPDXY COATED(GRAY).AND INCLUDE A HINGED COVER,DESIGNED'TO SWING OPEN C. .. DOWNWARD;SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 313 NSTAR ELECTRIC CO. 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND -- - - - _(OR BETTER)OUTDOORS. DISPOSED OF LEGALLY. � : 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN � - _ - � - - R/W#345,STRUCT.#199, 3"LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH100%PASSING i1 SIEVE. 26.EQUIPMENT CABINETS, ER TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR - - 5.THE SITE SHALLBE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 5.AS AN ALTERNATE TO ffEM5.2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE .EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL50,AND RATED NEMA 1 (OR BETTER)INDOORS, LINES#136,1 1SICV - MA 3R . 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT COMPACTOR ORNE (OR BETTER)OUTDOORS(SUCH.AS BOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG BW 55E). - 54 BAIRD WAY BE PLACED IN ANY FILL OR EMBANKMENT. AND SOFT AREAS THAT ARE ENCOUNTERED.SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND 27,_METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,.EPDXY-COATED;OR NON- CENTERVILLE,MA 02632 - COMPACTED AS STATED ABOVE. - CORRODING;SHALL MEET OR EXCEED UL 514A.AND NEMA OS i;AND RAILU NEMA 1 (UK HLI ILK) 7.'IHE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE.PRIOR TO FINISHED SURFACE _ - APPUCATION. COMPACTION-EQUIPMENT: _ INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. DRAWING TITLE: 8.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE - 1.HAND OPERATED.DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 28.NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND _ WORK;SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE - - - RATED NEMA 1 (OR BETTER)INDOORS,OR.WEATHER PROTECTED.(WP OR BETTER)OUTDOORS. WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. CONSTRUCTION NOTES: 29.THE.SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR - 9.THE AREAS THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT JE 1.FIELD VERIFICATION: .. DRIVEWAY,SHALLL BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. GENERAL NOTES BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT - SUBCONTRACTOR SHALL FIELD:VERIFY SCOPE OF WORK,VERIZON.WIRELESS ANTENNA PLATFORM LOCATIONAND ANTENNAS TO 30..THE SUBCONTRACTOR SHALL PROVIDE NECESSARY.TAGGING ON THE BREAKERS,CABLES AND _ SPECIFICATIONS. - - BE REPLACED. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPUCABLE CODES AND STANDARDS TO SAFEGUARD - AGAINST UFE AND PROPERTY. - 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION:EROSION CONTROL MEASURES,IF 2.COORDINATION OF WORK: ` - 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE RF WORK AND,PRDCEDURES WITH CONTRACTOR. AND ALL APPLICABLE LOCAL CODES. - - CONTROL - DRAWING 190: 3.CABLE LADDER RACK: - 32.CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE VERIZON WIRELESS SPECIFICATION FOR SITE SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED EQUIPMENT iS NOT BLOCKED. SIGNAGE - TO SUPPORT CABLES TO THE NEW BTS LOCATION. GN01 .. RErICNED BY:CJS LOCATION CODE WN St.RWCCK'D BY:ORS- 384938 INAL ISSUE 6/30/17 \ \ - MAP 171 BLOCK 249 \ \ ' GENERAL NOTES: A.DENISE MrULLIGAN c� 108 ELIJAH CHILDS LANE - 1 CENIERNLLE,MA 02632 i I o° a�3 1. FIELD SURVEY DATES: - 10/14/16.& 1/1 T/17 - .- �g 41b • 'j 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 _ - MAP 171 BLOCK 248 \ -// 3 (NAND'88) r a� 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 \\. DAVID J.&MAUREEN C.✓ACODOWSKI o°ro �j (NAD'83) ve r i zo n N/ 118 ELIJAH CHILDS LANE Ilk / 4. SITE CONTROL POINT: CENTER OF SE POLE OF EXIST. - EXISTING PROPERTY LINE OF SUBJECT \ / - . - .TRANSMISSION'STRUCTUR E 199 CENTERVILLE,MA 02632 3 otpRl (9� PARCEL(TAX MAP�171,BLOCK 244),TYP. \ or / LATITUDE:N.41'-39'-57.16'(NAD'83)' SE- A S /? _ \ �' py�/ �3 o�r33 \ MAP 171 BLOCK J2l - LONGITUDE W 70 22 05.45'(NAD'83) "/BtJC:3(!Sf7 Better 7VPaiters"- �0 RAMIE A./MITCHELL 5. LAUD OWNER: ' WILLIAM F.SULLIVAN III - �/O PO BOX 1210 54 BAIRD WAY ... / •\ _`ti a�///,/ �� / - CENTERVILLE,MA 02632 - .. MAP 171 BLOCK 247 CENTERVILLE,MA 02632 / \ n/f - or or,r+'�.I ;/ \ / 6. APPLICANT SITE NAME: CENTERVILLE,:2 MA - ALBERT J.&THERESA SANTOS \ l - 128 CENTERVILLE, CHILDS LANE / 3%'X \ 7. SITE ADDRESS: 54'BAIRD WAY /. I � - CENTERVILLE,MA 02632; . . . CENTERVILLE,MA 02632 \ ." .. ® ®CHAPPELL. B. APPLICANT: CELLCO PARTNERSHIP \\ / \ (db0 VERIZON WIRELESS) ENGINEERING / MAP 171 BLOCK 122 \ _ 118 FLANDERS ROAD / WESTBOROUGH MA 01581 ANNETTE W.&-DONALD✓ \ - Q ASSOCIATES,,LLC / \ PRESCOTT \ 9. JURISDICTION TOWN Of BARNSTABLE,'MA - - Civil•Structural•Land Surveying / 315 PRINCE Gz63ROAD - 10. TAX ID: � MAP 171 BLOCK 244 - - Y g / o I / - -" 11. DEED REFERENCE: - BK.28255 PG.333 b• or ��. .. R.K. EXECUTIVE CENTRE- .. .. MAP 171 BLOCK 242 MAP 777 BLOCK 246 / n/r - \ n/f - Cp 12. PLAN REFERENCES: TOWN OF BARNSTABLE ASSESSOR/GIS MAPS: - 201 BOSTON POST ROAD-WEST, SUITE 101` - \ KARL&LESLEY JENNINGS - /. O N� 'j \ 13. ZONING JURISDICTION: RC.(RESIDENCE C DISTRICT) MARLBOROUGH, MA 01752 \/ MAR17N P.BAGCEY TR. /!' .. ... - . 155 ELIJAH CHILDS LANE \ 138 ELIJAH CHILDS LANE ;A, .-. \ - - 508 481-7400 . CENTERVILLE,MA 02632 a S ' 14, ALL UNDERGROUND.UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED. ( ) -CENTERVLLE,MA 02632 \ .n FROM SURFACE EVIDENCE AND PLANS OF RECORD.ALL UNDERGROUND-UTILITIES www.choppellengineering.com \ �• /^P�oa / "/- - SHOULD BE LOCATED IN THE HELD PRIOR TO THE COMMENCEMENT OF ANY SITE- - - - \�/' : g`/ �� MAP 171nBL BLOCK 123 .�\\ WORK.CALL DIGSAFE 1-888-344-7233 A MINIMUM OF 72 HOURS PRIOR TO \ PLANNED ACTIVITY. �,4� THOMASG RJUDITH A: \ 15..THE PROPERTY LINES SHOWN WERE COMPILED UrnuZING TOWN OF BARNSTABLE f MAP 771 BLOCK245 \ ASSESSOR'S PLANS,RECORDED DEEDS AND PLANS OF REFERENCE AS -`�H Of H IL OFT j 323 PRINCE HINCKLfY ROAD tpy I IA 50 /r / -�`g / ,; INDICATED.A COMPLETE BOUNDARY SURVEY WAS NOT UTILIZED IN THE V Ey J ` ptE' RONALD N &LEA M LYONS �3 v�r., -CENTERVILLE,MA 02632 748 ELIJAH CHILDS LANE �,,/ PREPARATION OF THESE PLANS. - CENTERVILLE,MA 02632 03 or'4.��SS '�/iv 16. THE STTE IS LOCATED IN FLOOD HAZARD ZONE X(AREAS DETERMINED TO BE OUTSIDE O.Z.ANNUAL CHANCE FLOODPLAIN)AS SHOWN ON FLOOD INSURANCE - - .,�� _ H °o'r RATE MAP FOR THE TOWN OF BARNSTABLE,COMMUNITY PANEL 25001C MAP UPS .. r . .�-a ..•'.j ~ 0561J DATED 7/16/2014. t 231 / 05 65 / PROP.VERIZON PANEL ANTENNAS(2 PER SECTOR,TOTAL OF 6). - /,.' /0.ry .�/ MOUNTED TO PROP. DFBT CLASS H-2 : 17. BEARING SYSTEM OF THIS PLAN'IS BASED ON GRID NORTH.GRID NORTH WAS \ MAP 171 BLOCK 243 / // -(GIST, - I ESTABLISHED FROM GPS OBSERVATIONS.IT IS NOT'JNTENDED-TO BE AN EXACT - PROP.VERIZON 10'-0" // .; RY) )(1 IDS.EMBEDMENT,74.5'AGL) REPLACEMENT WOOD POLE(TO.REPLACE REPRESENTATION OF TRUE NORTH: ' / s B/DH CHRlS71NE/W.OKEFE \ ,, -/ WIDE GRAVEL ACCESS �� 305t(p / �IXIST.WOOD POLE)ON EXIST.NSTAR TRANSMISSION STRUCTURE _ "- (fnd) 158 ELIJAH CHILDS LANE _ ROAD OVER EXIST. y R*�_. (NSTAR STRUCTURE#199 WITHIN.NSTAR RIGHT-OF-WAY#345. LEGEND- A \ .q4 A5�////O' yV ACCESSp D O�FROM WIRE'WIRE a3 ' /. - ..I RICHARC�C S CAROL A, - _ ExlsnNc ROW/EASEMENT ENGINEER/LAND V OR DATE CENTERVILLE,MA 02632 - GUY If g• T �c PROP.VERIZON / 3 -- - o ,., y 3i NY 8Y•ZT '�` 3'-0*WIDE / 'I 333 PRINCE HiNCKLEY ROAD "' - 9 IS A VIOLATON OF LAW FOR ANY PERSON, / °r �/ I CENTERVILLE,MA 02632 -———— - ."PROPERTY LINE - - , B/DH V= �'t�Y UTILITY AREA r r� GRASS UNLESS THEY ARE ACTING UNDER THE DIRECTION - - ABUTTING PROPERTY LINE OF A LICENSED PROFESSIONAL ENGINEER, MAP-171 BLOCK 244 oo I - _ TO ALTER THIS DOCUMENT. B1/ .. /. .� / L - -_-_- --- ---_ EXIST.EASEMENT CB/D AVEL D .:OR. WLUAM f, SULUVAN If/ / ,'/ PROP.VERIZON GROUND LEVEL EQUIPMENT., - - - - ` © (fnd) a DRI 54 BNRD WAY 3 / .. - TO BE INSTALLED ADJACENT TO EXIST - — — PROPERTY OFFSET LINE - REVISIONS " CEN7ERAULE MA 02632 j orb°r r3a HTP�58 / NSTAR.TRANSMISSION STRUCTURE#199 - x z z x- EXIST.CHAIN LINK FENCE o r '% - - '� - NO. DESCRIPTION - DATE WU o UPS BK 28255 PC 333 STEEL a a <of zit-4 /� LAND AREA=2.41t AC. GATE - /0/17 WG M6 2S5 WD GUARDRAIL :/ O O --0 EXIST.STOCKADE FENCE 0 ISSUED FOR REVIEW 6 3 CB/DH •WG °r" m / r 3 I s w _ -ZONING BOUNDARY _ - - \ (fnd) 22�.92'— IR �� o°r�3HEAD IR - bh. `/� 191.88' I MAP 777 BLOCK"T25- V / TOWN LINE - 0't�a5� .HEAg/ �� HEAD :/HEAD N81'3'O'46^Ly C3 EXIST.EDGE OF PAVEMENT INCSHANE - CL```` o _ MB � � �- GRAVEL DRIVE � HEAD//�F, ``O GRASS/ � � - 343'PRINCE HINCKLEY ROAD \.< � onw oHw EXIST.OVERHEAD URLITIES MAP 477 BLOCK 277 I CENTERVILLE,MA 02632 m' - OHw OHW PROP.OVERHEAD UTILITIES 0�� o UT,6o'1�'asltLco Box? \ /ice 'a o hw >j �/r L 'O \�' �O /IR K14LIAM F.'SULLIVAN III I_ V _ 'T/E—TIE-7/E : UTILITIES G oR C9 �\ // Op .^ HEAD 54 BAIRD WAY _ T / C((nd) C6/ MB \`// r 3 4,� y1F�. CENTERVILLE MA 02632 I MAP 171 BLOCK 126 - EXIST.UTILITY POLE PROJECT NAME: R orrR / ( n/r — p.. DRILL HOLE CENTERVILLE 2 MA MAP 171 BLOCK 108 \HEAD o // O� IALLIAM M.PLANSK YET AL 7P, _ / _ _ r 17 WAKEFIELD STREET - p- STONE/CONC.BOUND & �� 3 o ri I READING,MA olss7 NSTAR ELECTRIC CO.. KYM L.&BRIAN D. \ CLIFFORO o9 o 03 a of �h I R/W#345,STRUCT.#199, 10 GOFF TERRACE \ A CENTERVILLE MA G263z �rE0 LINES#136,115kV r / / I ZONING REQUIREMENTS (BLOCK 244) HEAD RC(RE90PNCE C D6lPoCf) 54 BAIRD WAY / \ c \ 03 3 I CENTERVILLE,MA 02632 $ or °r or3// -• - /- _ i ... DESCRIPTION :. REWIRED E10STM PROPOSED , \ \ /%% ✓ / - _ _ MIN.LOT AREA 1 AC. 2.41t AC. NO CHANGE DRAWING TITLE: _ MIN.LOT FRONTAGE 20' 95't NO CHANGE MIN.LOT WIDTH -100' 953 NO CHANGE MIN.FRONT YARD SETBACK - 20' 40't NO CHANGE MIN.SIDE YARD SETBACK 10' 30't NO CHANGE MIN. BUILDING SETBACK ; 130' fi10,± "705,± PROPERTY PLAN NOTES: 1.PROPERTY PLAN BASED ON TOWN OF BARNSTABLE ASSESSORS MAPS AND A /."- �/ \ °or I:-' - FIELD VISIT BY CHAPPELL ENGINEERING.ASSOCIATES,LLC.ON 01/11/17. CB/DH �oT' MAP I71 BLOCK 127 2.EXISTING PROPOSED SETBACKS ARE TAKEN FROM THE CLOSEST POINT FROM DRAWING NO: (Ind) MAP 171 BLOCK 277 LOT I \ - nBL EXISTING/PROPOSED BUILDINGS,ANTENNAS/FENCED EQUIPMENT AREAS TO - >` n/f LRENE LUPO _ PROPERTY LINES. ✓OSHUA J.DAY \ I 363.PRINCE HINCKLfY ROAD col 56 BAIRD WAY \ I CENTERVILLE.MA G2632 DISTRICT.3. RE PROPERTY PLAN SHOWN LIES WITHIN RC(RESIDENCE C)ZONING / 0 UP / CENTERVILLE,MA 02632 \ // / o _ _ \ \ MAP 177 BLOCK 128 - PROPERTY PLAN SITE CONTROL POINT \ I n/r SCALE. DESIGNED BY:GIS LOCATION DUDE 'I KETAN N.&SONAL K.PANEL - CENTER OF SE POLE OF EXISTING TRANSMISSION STRUCTURE#199 1" = 40' DRAWN Ri.NWC \ o r•� J79 PRINCE HINCKLfY ROAD SCALE: 1T:=40' C01 - PROJECT N0. ORIGINAL ISSUE DATE:. .NAD'83 LATITUDE:N.41'-39'-57.16' CENTERNLLE,MA 02632" - 384936 NAD'83 LONGITUDE:W.70' 22'-05.45' ... 0 20' 40' 80' 120'. NAVD'88 GROUND ELEVATION:54.4'f 96210.344 6/30/17 o , / NOTES: ^� 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS - 15 �' / MAP.l71 BLOCK 246 AND MAINTAINING ALL UNES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. KARL&LESLE/Y JENNINGS / ^ - /� 2. AND ELEVATIONS WHICHALL DIMENSIONS EFFECT THE CONTRACTORS TORS THUS±ARE EWORKE CONTRACTOR 0 VERIFY ALL DIMENOR SWU VERIFY ALL ISIONSIO� E%IST. - 138 ELIJAH CHILDS LANE / / PROJECT OWNER PRIOR TO CONSTRUCTION. - verizon� - �` _ CEN7ERV7LLE,MA 02632 _ RESIDENCE /�: \ - / PROP.VERIZON PANEL ANTENNAS(2-PER.SECTOR,- // 3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH PRIOR TO THE START OF C\ C CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS CONTRACTOR SHALL CONSULT WITH TOTAL OF 6)MOUNTED TO PROP.DF85'CLASS:H-2 /// of PROJECT OWNER'S RE ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. „ 10SE''0/10 , (10.5' EMBEDMENT;74.5'AGE)REPLACEMENT WOOD 1,2SHALLBOCI3FJSC1 utter M31iFjr5 / 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR S BE RESPONSIBLE FOR OBTAINING ALL PERMITS `GpJN rO,P/ MAP 171 BLOCK 245 POLE(TO REPLACE EXIST.WOOD POLE)ON EXIST. A02 .. / AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHFFECT/ENGINEER,THE STATE, ., . n// 1.:NSTAR TRANSMISSION STRUCTURE(NSTAR STRUCTURE RAV. COUNTY OR_LOCAL GOVERNMENT.AUTHORITY. - - RONALD N.&LEA M.LYONS /:'' /20 WITHIN NSTAR RIGHT-OF-WAY#345) D�' 3 148 fLl✓AH CHILDS LANE' o c' 5. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND \ j CEN7ERNLLE,MA 02632 ERECTION OF RADIO ANTENNAS,TRANSMISSION LINES AND SUPPORT STRUCTURES. - - / PROP.VER90N GROUND LEVEL EQUIPMENT _ /�54°s 6. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE PROJECT TO BE INSTALLED ADJACENT TO EXIST.. / / OWNER AND IS NOT INCLUDED IN THESE'CONSTRUCTION.DOCUMENTS. A SCHEDULE OF PROJECT - //j Al - NSTAR TRANSMISSION STRUCTURE 20 A03 / / 3 / OWNER SUPPLIED MATERIALS IS ATTACHED TO THE BID DOCUMENTS(SEE EXHIBIT 3). ALL OTHER ® C,MAPPELL 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 { ENGINEERING PROP.VERIZON 10'X2D'PARKING 5 / / 3 REDONE SHALL BE SHERWIN WILLIAMS MANUF COROTHS S II.F SURFACE PREPARATION AND APPLICATION SHALL ® Q ASSOCIATES,.LLC off' BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND PROJECT OWNER'S GUIDELINE'S. ' EXISTING PROPERTY LINE OF ( 3 - - _ - SPACE&TURNAROUND AREA A02 - - SUBJECT PARCEL(TAX MAP TPb1 8. COORDINATION,LAYOUT,AND FURNISHING OF CONDUT CABLE AND ALL APPURTENANCES REQUIRED FOR Civil-Structural,Land'Surveying - �171,PARCEL 224),TYP. /': y06 6 / / PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SUMCE SHALL BE THE SOLE RESPONSIBILITY of THE CONTRACTOR. - - R.K. EXECUTIVE CENTRE 9.'ALL UTLTY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND 201 BOSTON'POST ROAD WEST, SUITE 101 SPECIFICATIONS. - MARLBOROUGH, MA 01752 .. .. "(' / /jV ✓r � / / 1D.ALL(E)ACTIVE SEWER,WATER,CAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALC,_ - :(508) 481-7400 EXIST. :\ / / BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK;SHALL BE' Www.chappellengineering.com _ RESIDENCE RELOCATED AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN . MAP 171 BLOCK 243 - \ / - : T I EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING - / FOR THE WORKING CREW. CB/DH - % CHRISITNE W OKEEFE !// \ - . / 158 ELIJAH CHILDS LANE 11.ALL(E)INACTNE SEWER,WATER,G45.ELECTRIC AND OTHER UTILITIES WHICH INTERFERE WITH THE EXECUTION - (fnd) / - - OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH 3 j CEN7ERNLLE,MA 02632 / . UY �n - \ / WITS WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY � o ENGINEERING.. ..' MAP 171 BLOCK 244 / g., , / / \ - /, a2' Ay12.THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT,DRNEWAY OR IN(LAM FLLl✓AN III ///�I \ �4 / GRAVEL,SHALL BE GRADED TO A UNIFORM SLOPE,FERTIUZED,SEEDED AND COVERED WITH MULCH UNLESS P3 OTHERWISE NOTED. _.. 54 BAIRD WAY p. / 3_ �s �� // ^,:. CENTERNLLE,MA 02632 oS 3 13.THE CONTRACTOR SHAD.,ESTABLISH AND MNNTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TMES _ HT\.j5,% BK. 28255 PC. J33 - DURING CONSTRUCTION.LAND AREA =241 AC 14. PER FCC MANDATE,ENHANCED EMERGENCY(E911)SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS.PROJECT OWNER'S IMPLEMENTATION REQUIRES DEPLOYMENT OF GRASS a.? EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROX: e o�. TO THE BITS RADIO CABINETS. PROJECT OWNER-RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS' it TO F911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS a / EXIST. UTILITY POLE1231/4 ON EAST LIMITS OF PROP. 10'-0'WIDE GRAVEL •��7fA / SIDE OF BAIRD WAY ANTICIPATED TO BE �. O 15. THE TOTAL IMPACT AREA OF THE DISTURBED CONSTRUCTION SITE IS BOUNDED BY THE LIMB OF WORK AS CB/DH i UTILIZED FOR PROP. ELECTRIC AND FIBER � ACCESS ROAD OVER EXIST.ACCESS- SHOWN HEREON.THE MAXIMUM AREA'OF-DISTURBANCE WfTHIN THE UMT-OF WORK IS APPROXIMATELY s,660 d� TELEPHONE SERVICES TO PROP.EQUIPMENT ? ROAD FROM PUBLIC RIGHT-OF-WAY b� 3a3 1 \3 3 SQUARE FEET.THE PROJECT IMPACT AREA IS BELOW THE EXEMPTION THRESHOLD OF 43,560 SQUARE FELT IN \ p A02 / j 3 / Q°�F`' /' 40 CFR PARTS 9,122-124 AND THEREFORE IS NOT SUBJECT TO REGULATION UNDER THE EPA OR ENGNEER�LAND SU V OR DATE AREA(EXACT DETAILS TO BE DETERMINED _`�5 (BAIRD WAY)FOR VERIZON'S ACCESS TO Y + •�= 3 / STATE-MANAGED NPDES GENERAL CONSTRUCTION PERMIT PROGRAM.THE PROJECT OWNER'S GENERAL /F PROP.EQUIPMENT LICENSE AREA / 3 / o / T S A VIOLATION.OF LAW FOR ANY PERSON, BY RESPECTIVE UTILITY COMPANIES) 0 / ') - / o't' - / CONTRACTOR SHALL CONDUCT ALL SITE`DEVELOPMENT WORK IN A MANNER THAT DOES NOT EXCEED THE \ 'UNLESS THEY ARE ACTING UNDER THE DIRECTION ////��( \ LINTS CT WORK SHOWN ON THE PLANS.ADDITIONALLY,THE PROTECT OWNER'S GENERAL CONTRACTOR SHALL ' GRAVEL PROP.VERIZON 3'-0' 1 or'` 33/� \ � .:/"'� CONDUCT ALL CONSTRUCTION ACTMTES IN A MANNER THAT DOES NOT RESULT IN STORM.WATER DISCHARGES OF A uCENSED PROFESSIONAL ENGINEER, WIDE UTILfTY AREA(TYP.) WITH AN ADVERSE IMPACT ON ANY STORM WATER COLLECTION CONVEYANCE SYSTEM,WETLAND,WATER BODY, TO ALTER THIS DOCUMENT. DRIVE - /;•... - L02 /JG / °r 3 /� 'r \\ .OR OTHER WATER RESOURCE AREAS. - / - PROP.VERIZON ELECTRIC AND FIBER TELEPHONE - \\ SERVICE CONDUITS ROUTED UNDERGROUND HTP#58 REVISIONS EXIST WITHIN 3'WIDE UTILITY AREA(TYP.) 0�3 / NO. DESCRIPTION DATE \\\lT \lM6 \�1231-4 / RESIDENCE 60I 6 GA7L• °�� or3 / �� °r°�� / / .. ... ... 0 ISSUED FOR REVIEW 6/30/17 _ (/ LEGEND Wo o\ e, 16"0 ----� /15 0 - / (.^. 9 ,r�3�j // -————— EXISTING ROW/EASEMENT - \ / 9"M I ( 6"D / %•,y,Y .5'WD GUARC ° / ——- PROPERTY LINE 'WG / / 12"0 / 6/12"0. RAIL o -.�/ `�.SJ� / .:;_`. : ABUTTING PROPERTY.UNE iL / HEAD - IR �, ------------- --_ / _. / i8"0 -t— 0 3 .R HEAD y\ I — - — — — — - EXIST.EASEMENT \ 6.A \ 18"0 �22.9'4 / o r 3- O �91.88' ROW OF 5BU, ,^K i Y �R,. 3 ooq. I�o -/HEA N8I'3_0'46'W PROPERTY OFFSET LINE �- 2"j. SHRUBS ,o 12^0. ROW OF. -9® • / 72 0 / /,• - or3 � °. - - - x x x EXIST.CHAIN LINK FENCE a 12'p �.. ARBorrvmes ;_ay'� - uc \.9"o G. 1z"o ��`` - PROJECT NAME: . GRAVEL • 12"P GRASS /. y'/1 _. 0 0 0 IXlsr.STOCKADE FENCE CENTERVILLE 2 MA DRIVE __ �\ a_ ^'w15/"0 GRASS ZONING BOUNDARY _ `. � ° o E NSTAR ELECTRIC CO ee65�-���aj�n� •� /1 ::` 02 ° ��°_''� TowT EDGE R/W#345,STRUCT.#199, O'13'45"1 GSJ �TELCO� �� \ / / "`G$AA'EL, �` /_ /\ a� E\` -. EXIST.EDGE OF PAVQAENT i 58 '2'O F,�^` _s 1.:'NtR+v j �' IR OHW OHW : EXIST.OVERHEAD UTILITIES LINES#136,115kV \ \ / J� o'R' \_ o HEAD MAP I71 BLOCK 277 - ' z"o z"P is"o / r 54 BAIRD WAY \',1'•j;1 or3 oa3 o \ n// OHW OHW PROP.OVERHEAD UTILITIES 1y`,� _, I:. Iti71uAM F-sutuvAN III ' CENTERVILLE,MA 02632 CB �\ _ /:/ IR 3 < - - 54 BAIRD WAY T/E—T/E—T/E PROP.UTILITTIES / C\ •// HFA ° / 00�33 CENTERVILLE,MA 02632 - - CB 0 MAP F71 BLOCK 277 LOT I 1 Z' EXIST.UTILITY POLE DRAWING TITLE: MB \\ ✓OSHUA J.DAILEY \,/ IRGRAVE :`. HYDRANT - \ DRIVEL 56 H BAIRD WAY / EAD �� \ CEN7ERWLLE,MA 02632 \ °'R' 3 / I oe33 - ° DRILL HOLE _ PARTIAL SITE PLAN p STONE/CONC.BOUND © TELCO MANHOLE G' -SEWER MANHOLE S a / GRAVEL oa S'4 71_ WATER MANHOLE . DRIVE ° DRAINAGE MANHOLE DRAWING NO: nl. 1 GRAVEL \ / 3 / 3. I ❑ CATCH BASIN - I DRIVE / . o �/ O'rS�`3 I � _ _ w .. I GAS VALVE _/^/ EXIST. Da - ..WATER VALVE .. O NOTE. 4;. \\ / / /- i \\ 3 : / ... RESIDENCE IF EXISTING COUNTERPOISE IS FOUND TO BE - - - PARTIAL SITE PLAN DESIGNED BY-.CJS LOCATIDN CODE BROKEN OR DAMAGED,IT SHALL BE REPAIRED - OR REPLACED BY THE CONTRACTOR IN - 1 - - - DRAWN BY:NWC ACCORDANCE WITH NSTAR STANDARDS AND SPEC. SCALE: 1'=20' -2 - - 1" - 20 CHEM BY:GRS PROJECT IF COUNTERPOISE IS ENCOUNTERED DURING 38a938 CONSTRUCTION WITHIN THE LICENSE AREA, - '' NO. ORIGINAL ISSUE DATE RELOCATE OUTSIDE OF THE LICENSE AREA _ 0 10' 20' 4D �60'r. - 96210.344 6/30/17 // verozon PROP. 14'-0"x3O'—O"(420 S.F.) HIP�199 POINT OF INNING HTP#199 BEG \ / _ LICENSE AREA— SEE DETAIL .- \ // dUSO Britter // POINT OF �' \ A. / BEGINNING \v/ v ' PFOPEi Lti/ - .. � �CHAPPELL / N'I9'2452"E _ Pj/ 365'64 -PROP. 14'-0"x30'-D ENGINEERING- - / _ (TIE UNE) (420 S.F.)'LICENSE AREA 6 ... .ONE) // ®ASSOCIATES,LLC PROP. 5'WIDE COAX Civil Structural-Land Surveying AREA— SEE DETAIL R.K. EXECUTIVE CENTRE- / f/ o 201 BOSTON POST ROAD WEST, SUITE 101 CONCRETE q4 CONCRETE oo - � =: MARLBOROUGH, MA 01752 ti� - .. 5~a BOUND .' DRILL HOLE\ 4S' HTP.H58 \"'.` DRILL HOLE\ - - �` .. HTP.#58 ( ) \ 4; - �� �o=� ppelien www.ch gineerriin BOUND/ g.com oo, 4 ; �xNOr Or` - \ �° OPER � �' \ -.�or'4• - - PRO PE�n \'Pooh moo^! ENGINEER/LAND SU V OR DATE \P� V_ / /h R IS A VIOLATION OF LAW FOR ANY PERSON, !�!. UNLESS THEY ARE ACTING UNDER THE DIRECTION �a\ \� �`SS• �p• / \ \ _ 4HS3.,$B00 _ / OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. r' \\ DETAIL \� \� DETAIL REVISIONS \ SCALE:1"=10' SCALE:3/16"=1'-O' N0. DESCRIPTION DATE - - -- 0 ISSUED FOR REVIEW 6/30/17 LICENSE AREA COAX ARE A IF z . - SCALE:1"=30' L01 .. �' .. SCALE:1'=30' 0 15' 30' 60' 120' - 0 15' 30' - 60' 120' - . _ PROJECT NAME: CENTERVILLE 2 MA NSTAR ELECTRIC CO. R/W#345,STRUCT.#199, LINES#136,115kV. 54 BAIRD WAY CENTERVILLE,MA 02632 LEGAL DESCRIPTION OF LICENSE AREA LEGAL DESCRIPTION OF COAX AREA DRAWING nrle LEGAL DESCRIPTION OF LICENSE AREA FOR VERIZON LOCATED OFF'BAIRD WAY,CENTERVILLE,MA" LEGAL DESCRIPTION OF COAX AREA FOR VERIZON LOCATED OFF-BAIRD WAY,CENTERVILLE,MA"ON ON A PORTION OF PROPERTY OWNED BY WILLIAM F.SULLIVAN III,REFERENCED AS TOWN OF - -- - - - A PORTION OF PROPERTY OWNED BY WILLIAM F.SULLIVAN III,REFERENCED AS TOWN OF - BARNSTABLE ASSESSOR'S MAP 171 BLOCK 244. - BARNSTABLE ASSESSOR'S MAP 171 BLOCK 244. - - LEGAL PLANS A CERTAIN TRACT OF LAND SITUATED ON LAND OF WIWAM F.SULUVAN III,LOCATED NORTHEAST - - A CERTAIN TRACT OF LAND SITUATED ON LAND OF WILLIAM F.SULLIVAN III,LOCATED NORTHEAST '(LICENSE AREA OF BAIRD WAY,IN THE TOWN OF BARNSTABLE,COUNTY OF BARNSTABLE,COMMONWEALTH OF - OF BAIRD WAY,IN THE.TOWN OF BARNSTABLE,COUNTY OF BARNSTABLE.COMMONWEALTH OF - - MASSACHUSETTS AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED Bf CHAPPELL - MASSACHUSETTS AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL COAX AREA) ENGINEERING ASSOCIATES,LLC.,ENTITLED-CENTERVILLE 2 NW,DATED 06/30/17 AND REFERENCED ENGINEERING ASSOCIATES,.LLC.,ENTITLED'CENTERVILLE 2 MA",DATED 06/30/17 AND REFERENCED AS"SHEET L01"AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; - AS"SHEET L01'AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; Beginning at o paint,said point being N79'24'52'E 341.15 feat from a concrete bound/drill hole Beginning at a point,said point being N76'33'32"E 365.84 feet from a concrete bound/drill hole - DRAWING NO: found at the west sideline of the property, - - found at the west sideline of the property. Thence,running N34'02'00"E a distance of 30.00 feet to a point; Thence,running N34'02'01"E a distance of 13.75 feet to a point; - - L01 Thence,running S55*58'00"E a distance of 14.00 feet to a nt; Thence,running S55*57'59'E a distance of 5.00 feet to a point; Thence,running S3CO2'OO'W a distance of .00 feet to a oint; Thence, ng S34*02'oi'W a distance of a point; Thence,running N5'58'00'W a dstance of 1400 feet to the ppoint of beginning. - Thence,running W58'00'W a distance of 5005fe tltoothe point of beginning. _ The Area described above contains 420 Square Feet of area more or less. The Area described above contains 68.75 Square Feet of area more or less.Also included within the above coaxial area is the portion of vertical coaxial area ascending the - - Transmission Structure to the proposed antennas mounted at a height of 73.O'd:AGL Both - STALL DESIGNED Br:CJS LOCAnON CODE coaxial cables and antennas are to be attached to said structure. - - - - AS SHOWN I'PAWN I1Y:NwC - - - - CHECK'D LAY:GRS 384938 PROJECT N0. ORIGINAL ISSUE OATS 96210.344 -6/30/17 \ LEGAL DESCRIPTION OF UTILITY AREA CONCRETE _ I /,,;,.> / .. BOUND/ // \ - / LEGAL DESCRIPTION OF UTILITY AREA FOR VERIZON LOCATED OFF"BAIRD WAY,CENTERVILLE,MA' DRILL HOLE I -/:' / - ON A PORTION OF PROPERTY OWNED BY WILLIAM F.SULLIVAN III,REFERENCED AS TOWN OF - _ BARNSTABLE ASSESSOR'S MAP 171 BLOCK 244. PROPERTy I �}q5 \ / - A CERTAIN TRACT OF LAND SITUATED ON LAND OF WILLAM F.SULLIVAN Ill,LOCATED NORTHEAST �erizon. �l NE /l D,f1. V / - OF BARD WAY,IN THE TOWN OF BARNSTABLE,COUNTY OF BARNSTABLE,COMMONWEALTH OF Q _ I O P y _ MASSACHUSETTS AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL 'F)•EGS�\`` - AS ING"SHEETL02 SAND BEING MOENTITLED E;ARRTICULARLY DESCRIBED AS D FOLLOWS; ATED 30/17 AND REFERENCED 1 " /� z Beginning at a point,said point being S18'12'12"E 98.80 feel from a concrete bound/drill hole "BcsCl3user B.H01 malteis" _ TERRACE /^�7 l N0 Y found at the west sideline of the property, - 'tE /-• OF 1 PROP. 14'-0"x3O'-O' GO F " / OGF 420 S.F. LICENSE AREA S55'58'00'E 6 ( ) Th nce,running N78'29'05"E a distance of-61.40 feet to a point; 21.00' Thence,running in a northwesterly direction a.distance of 23.10 feet along a curve of radius N34'02'00'E - S34'02'00"W 73.00 feet to a point;POINT OF OF 24.69' 14.50' Thence,running.583'23'05'E a distance of 12.27 feet to a point; N78'29'05-E /?"' - - Thence,running S55'S6'53"E a distance of 30.46 feet to a point; BEGINNING �. - '. •b006�i S55'S8'00"E - - 61.40' i i - Thence,running 555`34'37 E a distance of 27.96 feet to a point; s . N00'00'00'E o`ti.,'S6/ i \ 7.00' I ®CHAPPELL N18'15'14'Yl \ 1 l/ PROP. 3'WIDE 5.24• Q'o / �( Thence,runn ng N34'38'48 E a distance of 10.34 feet to a point: - \ \ UTILITY AREA �// L- \-HTP w199 Thence,running N51'12'19"E a ditance of 10.34 feet to a point: ENGINEERING 3.02' \13\ /, SB3'23'05"E N3T5T24"E C\ - Thence,running N35'34'25"E a distance of 58.49 feet to a point; i i \ -Thence winning N41'38'44"E a distance of 26.88 feet to a point; \o`2'tOp .Thence,runningN3T5T24"E a distance of 58.16 feet to a oink ® �ASSOC114TES,LLC �\ N41'38'44'E i� - i S34'OZ'00"YI q5 P 57B'261,15' ��41S2,27'li 5 'S3'E 26.88' - \ �'� Thence,running N00'00'00"E a distance of 5.24 feet to a point; " 1✓1Vi;•$fPUCfUYcIl•La17E'l$UfVBylI7Q / 30.46' 17.50' 61.05' \ - - - �� \'� \yOW Thence,running In a northwesterly'direction a distance of 13.66 feet along a curve of radius "-"' \ / \ - N3T34'25"E �� CG 23.00 feet to a point; R.K. EXECUTIVE CENTRE�( S55'34'3TE'. �� 53T5T24"N' N55'S8'00^N �S(i�Gz Thence,running N34'02'00"E a.distance of 24.69'feetto a point; 201 BOSTON POST ROAD WEST, SUITE 101 R=70.oz \ \ 58.49' 59.29' 25.00' /j L=22.15 - �( \\ 27.96 -i _ _ PR .' Thence,running S55'58'00"E a distance of 21.00 feet to a point; I J/1 \\ N51'iZ'19"E - N�,. Thence,runnin S34'02'00'W a distance of 14.50 feet to 0 point; - MARLBOROUGH, MA'D1757 -;< N83'211.54' I \\ 10.34'�\//� �(\ 2. ?, Thence running S34'02'0D"W a distance of 1Thence,running S55'58'OD"E a distance of 7.50 feet to a 0 feet to a point; www.cha0p llengl^7400 \ i S41'38'44'W 534'02'001Y �� 9 N34'38'48"E - - �� `S35'34'25"W - 0l 9 PP 9 e ring.co. N55'S6'S3"W�// �� \ - R=20.00, DOGE, Thence,runn ng N55'58'OD"W a distance of 25.00 feet to a point; _ e m 29.72'1 \\ 57.74' \8.74' L 11.88" �" \ Thence,running S34'02'OD"W a distance of 21.69 feel to a point; .. / \\ S000000 E. - Thence,running in a southwesterly'direction a distance of 11.88 feet along a curve of radius I I I 10.312'19'W - I \ 647 � 20.00 feet to a point; I 10.31 - Thence,running SOO'00'OD"'B a distance of 6.27 feet to a point; - try _ I I _ N55'34'0.94' ' 53438'48'W \ ,o -`\n o� ,p HTP b58 Thence,running 537'57'24'W a distance of 59.29 feel to a point; '94 60.29' \'°Z,P - Thence,_running S41'3B'44'W a distance of 26.82 feet to a point; V Thence,running S35'34'25"W a distance of 5B.74 feet to a point; \44,F, � - Thence,running S5Vl2'19'W a distance of 10.31 feet to a point; "'�^•• Thence,running S34'38'48'W a.distance of 60.29 feel to a point; . / - Thence,running N55'34'37W a distance of 30.94 feet to a point; I I I I A - Thence,running N55'56'53'W a distance of 29.72 feel to o Point, _ I� Thence,running N83'23'05'W a distance of 11.54 feet to a point; Thence,running in a southwesterly direction a distance of 22.15 feet along a curve of radius 70.00 feet-to a point; Thence,running S78'29'05'W a distance of 61.05 feel to o point; Thence,running N18'15'14"W a distance of 3.02 feet to the point of beginning; A I \ The Area described above contains 1.412.66.Square Feet.of area more or less. UTILITY AREA ENGINEER/LAND SU V OR DATE SCALE:1 ='30' R IS A VIOLATION OF LAW FOR ANY PERSON, .. - UNLESS THEY ARE ACTING UNDER THE DIRECTION o s' 30' so' 90' OF A LICENSED PROFESSIONAL ENGINEER, LEGAL DESCRIPTION OF ACCESS AREA ER Hs DocuMEN CONCRETE -_ �� �� I / / , TO AL I ' - BOUND/ \ - / LEGAL DESCRIPTION OF ACCESS'AREA FOR VERIZON LOCATED OFF."BARD WAY,CENTERVILLE,MA' REVISIONS- DRILL HOLE - - / ON A PORTION OF PROPERTY OWNED BY WIWAM F.SULLNAN Ill,REFERENCED AS TOWN OF BARNSTABLE ASSESSOR'S MAP 171 BLOCK 244. NO. DESCRIPTION DATE I - - 1 - 0 ISSUED FOR REVIEW 6 30 17 _ 'PROP AS A CERTAIN TRACT OF LAND SITUATED ON LAND OF WILLIAM F.SULLIVAN III,LOCATED NORTHEAST / / =RTy LINE : ,W,N} \ / - - OF BAIRD WAY;IN THE TOWN OF BARNSTABLE,COUNTY OF BARNSTABLE,COMMONWEALTH OF MASSACHUSEfTS AND AS SHOWN iN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL - \ AASSGISHERING ET L02SAND BEING MOREARTICULARLYC.,ENTITLED RVILLE 2 MA*,DATED ESCR13 D AS FOLLOWS; AND REFERENCED /+C \ �^o j ,NgOE - Beginning at a pant,said point being S18'12'17'E 101.82 feet from a concrete bound/drill hole 0 GAFF TERRA . found at the west sideline of the property, tf` -F,OGE" Thence,running N78'29'05"E a distance of 61.05 feet to a point; PROP. 14'-0'x30'-0" Thence,-running in a northwesterly direction a distance of 22.15 feet along a curve of radius / / N`I, 70.00 feet to a point; POINT OF // (420 S.F.) LICENSE AREA ,r Thence,runningS83'23'05'E a•distance of 11.54 feet to a ant; BEGINNING /" p a/g02b9/���� HTP 199 .Thence,running S55'34'37'E a distance of 32.75 feet to a point; PROJECT NAME: CENTERVILLE 2 MA a / S34'02'00'W' - Thence,-running N35'34:25"E a dstance of.128.92 feet to a point: NSTAR ELECTRIC CO. - Thence,running N41'38'44"E a ditance of 26.82 feet to a pant; - N18'1514'W - / 10'� Thence,running N3T57'24'E a distance of 59.29 feet to o point; R/W#345,STRUCT..#199, 10.0T 29 p6 / R=70.00, - ' / \ R=10.00, Thence,running in a northeasterly direction a distance of 11.88 feet along a curve of radius - 6l L=22.15 /, a LINES#136,115kV Z 59`B'��� 583'23'05'E - PROP. 10' WIDE N�T��Zq / S55'5800 E71 }qg T/ The Thence, running ning N34'02'00'E a distance of 41.69 feet to a point; S) _ �\ 11.54' ACCESS AREA i S9'• i 0 n 54 BAIRD WAY 14, \ \ n 151V \ / E i9.&4„W� V 5.00' Rp:N / Th nce,..ning S55'S8'00'E a distance of 10.00 feet to a point; \^^ 1` \\ _ Nq1'}6g2•� 5ST5'� 10.00?00w EGSRIG c0 �. Thence,runninTh g n a,southeasterly tdirection ace of 0 distance feet to a of 15.71(feet along a curve of radius CENTERVILLE,MA 02632 - J \u� \, 2 6 F? 10,00 feet to a point; I- R 68BB y \`r\ \- _ Z6%q4"N N55'58'OOV! NSt � �: Thence,running S55'S8'OD'E o distance of 5.00 feet to a point; DRAWING TITLE: - `ru�\`'a+'��P\ \ �S4V� R=10.00, 5.00' NWOF' Thence,running 534'02'O0M'a distance.of 10.00 feet to o point; `I I N83'23'05W �p\^''•.\� - - \ Of 1 Thence,running N55'58'OD'W a distance of 5.00 feet to a point; /-�/� q 910' Iw��V 5E�>���� R=10.00 �E Thence,running in a southwesterly direction a distance of 15.71 feet along a curve of radius LEGAL PLANS S00'00'00� L=15.71 10.00 feet to a point; Thence,runningS34'02'00*W a distance of 1.69 feet to a point; UTILITY AREA& I I I. I 2a.\ \„^ i�5}q2 R=10.06, S34'02'00^N _Thence,running in a southwesterly direction a distance of 5.94 feet along a curve of radius L=5.94 1.69 10.00 feel to a point; ACCESS AREA) I - I I ' \'�`P• �� - Aq HTP#58 / Thence,winning S00'00'00"E a distance of 6.27 feet to a point; - �\ 0 Thence,running in a southwesterly direction a distance of 6.62 feet along a curve of radius I I \ F,pry 10.00 feet to a point; Thence,running S37'57'241Y a distance of 59.61 feel to a-point; DRAWING N0: Thence,running S41'38'44"W'a distance of 26.61 feel to a point; - - IThence,running S35'34'25'W'a distance of 138.19 feet to a point; - I Thence,running N55'34'37"W'a distance of 42.55 feet to a point; I \ / Thence,running N55'57'03"W a distance of 26.82 feet to a pant; Thence,runn in N83'2305"W a distance of 9.10 feet to a point; I 02 Thence,running in a southwesterly direction a distance of 18.99 feet along a curve of radius L 60.00 feet to a paint; - Thence,running S78'29'05'W a-distance of 59.87 feet to a point; I - ACCESS \ Thence,running N18'15'14'W a distance of 10.07 feet to the point of beginning; AVCESS AREA - 'The Area described above contains 4,566.60;Square Feet of area more or less. E DESIGNED Ln:US LOCATION CODE DRAWN BY:NWC 2 CHECK'D In:G. 384938 SCALE:1"= 30 Lpy - OMGINAL ISSUE GATE 6/30/17 0 15' 30' 60' 90' -� - I � I verizon 3 , (BETA SECTOR) lo - .. .. Recao,&Better'M alto rs 0 o I _ I - to a MAIN LINE CABLE CHART SECTOR MAIN LINE CABLE - TOTAL LENGTH " COAX CABLES&(1) . I� ALPHA 3/8'RET CONTROL CABLE 100't;(V.LE) ." . �GI - Nsizm CHAPPELL BETA (4) 14�"COAX CABLES (1) 100 t (V.I.F.) 1 3/8"RET CONTROL CABLE - - ENGINEERING GAMMA (4) 1%"COAX CABLES&(1) 100't3/8 RET CONTROL CABIF (V•LF.) ASSOCIATES;LLC Civil.Structural-Land Sun eying 1 R.K. EXECUTIVE CENTRE I o 1 I li - - - 201 BOSTON POST ROAD WEST, SUITE 101 0 1 MARLBOROUGH, MA 01752 :PROP.VERIZON PANEL ANTENNAS - - (508) 481-7400 o (2 PER SECTOR,TOTAL OF 6) MOUNTED - - - www.chappellengineering.com - - E',ILIST. 'TO PROP.DF85'CUSS H-2(10.5' \\\ GRbApL i iRANSM15sIONi % 3 BETA �2 EMBEDMENT:74.5'AGL)REPLACEMENT SIR.y,99 0 o Ax=12 WOOD POLE(TO REPLACE EXIST.POLE) .PROP. MESA SPAN TELCO \ �. \\ / .. 1 2 PROP.VERIZON 5' I I - - - - _ 1�OF CABINET(EXACT DETAILS 1 \ I / I. L01 WIDE COAX AREA of o - .. - (2 PER SECCTOR.TOTAL OOFF6� . TO BE DETERMINED-BY I \ s `\I / I� I s I ( ) �' - - 1 2 8 MOUNTED TO PROP.DF&5'CLASS 1 _ PROP.VERIZON 12-1 0 COAX TELEPHONE COMPANY) \ I / to I - - - . . H-2 10.5' EMBEDMENT;74.5 o \ ... \ o 0 1� � 4 SIGNAL CABLES ROUTED UNDERGROUND • A02 501 ( I o A02 WITHIN 14'0 CORRUGATED PIPE WITHIN TOP OF PROP.VERIZON(6) PA10.ANTENNAS - AGL) REPLACEMENT WOOD POLE .I PROP.5'WIDE COAX-AREA �(TO REPLACE.EXIST.WOOD'POLE. EL.= 12- t AMSL.75.1 t AGL) PROP.VERIZON GPS ANTENNA ATOP OF PROP. REPLACEMENT POLE -- a / r I 3 MOUNTED TO PROP:ICE SHIELD.TOP v�= 128.K AMSL 74.53.AGL - PROP.VERIZON (6) PANEL ANTENNAS II to A02 OF GPS ANTENNA SHALL BE MOUNTED - EL. = 127.4't AMSL(73.0'f- AGL)V s PROP.GRAVEL 5 \ \ / f 2'-0"ABOVE TOP OF ICE SHIELD. _ o - - - SURFACING(TYP.) -A02 I ..to - j-- - � x--- \ .. 1 PROP.VERIZON RRH UNITS(TOTAL OF b RYA \\ I PROP.VERIZON I �I I \ A02 5)MOUNTED TO PROP.UNISTRUT RACK - - \ I IO'x2O'PRINKING I I _ \ al 7�;,i:�'' I WITHIN PROP.FENCED EQUIPMENT AREA .�roP OF Exisr TRANSMISSION STRUCTURE 1 ENGINEER/LAND SU V OR DATE I \ ti.. \ SPACE& I \ t/,.,t I _ EC -7I9 5't AMSL(65 7"f AGL) _ .EXIST. STA7TC WIRE(r1P OF 2) \ I TURNAROUNDS AREA'..I \ I '" 1 2 PROP.VERIZON EQUIPMENT , Ex6r STATIC LINE - - - Exisr. - -- - a IS A VIOLATION OF LAW FOR ANY PERSON, o I \ .Ig.. CABINETS ON PROP. 12'-0"x2O'-0" - - - g •(:�.•.:.. I EL.=1/8.4't AMSL,64.0't"AGL) TRANSMISSION UNLESS THEY ARE ACTING VNDER THE DIRECTION '( \ 240 S.F. CONCRETE.PAD s \ it X II PROP. 2OOA ELECTRIC 1 '�.: :' � I .;,V. �+�'' I i SIR.1199 � OF A LICENSED PROFESSIONAL ENGINEER, METER ON PROP. I i((�;.T\", ^ TOP OF EXIST CROSS ARM E01 '.I.\ 1 / L ,,� :; I 7 PROP. 6'HIGH CHAIN LINK FENCE WITH 'rI�' i _ - PROP.VERIZON(12)-11"0 COAX SIGNAL TO ALTER THIS DOCUMENT. UNimurr RACK I / 3 ,�� fL._1t22't AMSL,szs't AGL). 9 CABLES ROUTED UP ALONG FACE OF I.\ A02 GREEN HEDGE TYPE PRIVACY SLATS PROP.6"6 CONCRETE FILLED 8 l \ " - _ S01 EXIST.TRANSMISSION STRUCTURE ON REVISIONS - ,r I PROP.VERIZON 11'-10"x19'-10" PROP.T-BRACKET SUPPORTS STEEL BOLLARD(TYP.OF 4) A02 \ i\ h' 's', "•t 1-5 (235f SF) METAL DECK ICE SHIELD - .. - " e 5 Exsr.coNoucrOR NREs - ndE 736 - _ NO. DESCRIPTION DATE PROP. ELECTRIC TRANS!ORMER. o. \ I / X Y••' I S02 (SHOWN TWINSPARfM FOR CLARITY). - - 7i5Kv - .. - - -- --�--- -- - - ABOVE PROP. EQUIPMENT `S fL.=706.2't AMSL(57.8't AGO :LINE/136 LINE�736 0. ISSUED FOR REVIEW 6/30/17 EXACT DETAILS TO BE DETERMINED - +.- // - ( r sK'✓ liSKV BY ELECTRIC UTILITY COMPANY) I -- -uc /t c //o ' L3„o,b PROP.VERIZON BACK-UP 20.kW ExrST cuv PnRE ArrAcrrMfNr BOP. DFBS'CLASS.H-2 P I I __ • • •= j5 394 DIESEL GENERATOR(WITH DIESEL EL _102.9Y AMSL.(48.5't.AGL) (10.5' EMBEDMENT;74.5 AGL) REPLACEMENT PROP.VERIZON - L --3----- -T)- ' I - WOOD POLE(TO REPLACE EXIST.POLE) - - . .. I '-\ , FUEL CONTAINMENT PAN)MOUNTED - 12'-0"x20'-0" I : I ( o - _ F/ I ON PROP. EQUIPMENT PAD Exlsr. CROSS (NO S.F.)RENFORCED 8 /1. - I - BRACING PROP.ADDITIONAL CROSS BRACING PER - CONCRETE PAD LOCATE) S02 s h/ I LIMITS OF VERIZON'S PROP. 14'-O"x3O'-O" - - EVERSOURCE C-112 SPECIFICATIONS _ g WITHIN VEtIZON'S _ I I 1 - -II a x—Ta a L01 (420 S.F.)LICENSE AREA(TYP.) - PROP.VERIZON RRH UNITS(TOTAL OF 6) - (STEEL AFT -Si5WF10.5 NIMO) - LICENSE AREA I C I I \ I / MOUNTED TO PROP.UNISTRUT RACK 6 - '!' PROP.-VERIZON W-10"09-10. .�. A1 .1 .\\ \ .I PROP.VERIZON4'MAN GATE / WITHIN PROP. FENCE).EQUIPMENT AREA A02 1-5 ( . I \ 7. 235t S METAL DECK ICE SHIED A02 PROP.20QA ELECTRIC METER. 1 - S02 ABOVE PROP.EQUIPMENT PROJECT NAME: / ON PROP.UNISTRUT RACK E01 PROP.VERIZON BACK-UP 20 kW - T PROP.EVERGREEN.PLANTINGS / - - - 34 DIESEL GENERATOR(WITH DIESEL -CENTERVILLE Z MA.- 92: (TYP.0 5't D.C.) (SHOWN i - - A03 FUEL CONTAINMENT PAN)MOUNTED - - n L---T�-- --•--- SCHEMATICALLY) _ PROP. MESA SPAN TELCO CABINET - � � ON PROP:CONCRETE PAD � �NSTAR ELECTRIC CO.:. #345,STRUCT.#199, A02 LP /o ' PROP..ELECTRIC TRANSFORMER PROP.VERIZON GPS ANTENNA - _ R/W // 3 MOUNTED TO PROP. ICE SHIELD.TOP .LINES#136,1,15kV FPROP.VERZON :. / go g o / PROP. 6"6 CONCRETE-FILLED- �8 A02 OF GPS.ANTENNA SHALL BE MOUNTED 10'-0"WIDE GRAVEL / /' STEEL BOLLARD(4TOTAL) A02 2'-0'ABOVE TOP OF ICE SHIELD. 54 BAIRD WAY j I I ACCESS ROAD WITHIN .. / \ - I - .' / j2 I I PROP. 10'-0"WIDE fo - / \ 14-0" / 1 2 PROP.VERIZON EQUIPMENT CABINETS ON CENTERVILLE,MA 02632 I I ACCESS AREA/ \ (LICENSE AREA / o PROP. EVERGREEN PLANTINGS 9 A03 PROP. 12'-O"x20'-O'CONCRETE PAD, PROP.VERIZON.3'-0"WIDE 1 I I EASEMENT I .. EXIST EX6r \ - �� (TYP.) (SHOWN SCHEMATICALLI� A02 . UTILITY AREA/EASEMENT(TYP.) L02 I I OVER EXIST.ACCESS I GUY ANCHOR (� - DRAWING TITLE: ROAD TO EXIST. ANCHOR `'� i0P OF PROP. ICE SHIELD 7 GREEN 6' HIGH CHAIN LINK FENCE WITH 1 1 h KTRE ' o EL= 64.8'f AMSL(10.4'f AGL) A02 GREEN HEDGE TYPE PRIVACY SLATS EQUIPMENT AREA PLAN& o PUBUC RIGHT-OF-WAY n M / 11 (EASTERN SIDE OF 9 °� ^� - ,'" - E_ si.atGAHMsi(io't�Acij� SOUTHWEST;SITE : 1 1 BAIRD WAY) \ i J J z / j 2 ELEVATION EXIST.GRADE LEVEL 3 PROP.VERIZON ELECTRIC AND FIBER \ i' \L o' \ L =54.4 t A I I TELEPHONE SERVICE CONDUITS \ 'w I\ .\- ,� - - - _. E AMSL(0.0'AGL) A01� � �'-�-' � � _ I I I I -DRAWING N0: ROUTED UNDERGROUND FROM PROP. SERVICE CONNECTIONS(ALONG BAIRD WAY)WITHIN PROP.3'WIDE UTILITY AREA(SEE SHEET CO2 FOR N \ ` a O CONTINUATION TO BAIRD WAY) I\\ '[-\\ 1 I 3 u NOTE: 1 `� I o o LOOKING TOWARDS SUBSTATION #920 OAR STREET IF EXISTING COUNTERPOISE IS FOUND TO BE BROKEN OR DAMAGED,IT SHALL BE REPAIRED $G41E: DESIGNED 6r:cd5 LOCATION CODE OR REPLACED BY THE CONTRACTOR IN EQUIPMENT.AREA PLAN + .. - - SOUTHWEST SITE ELEVATION DPAWN NwG -- ACCORDANCE WITH NSTAR STANDARDS AND SPEC. SCALE:3/16"-1'-O" A01 - SCALE:1/B"-1'-0" A01 AS SHOWN , CHECK 0 6Y:GRS PROTECT N0." ORIGINAL ISSUE DATE IF COUNTERPOISE IS ENCOUNTERED DURING - - 384938 CONSTRUCTION WITHIN THE LICENSE AREA, � . � - - RELOCATE OUTSIDE OF THE UCENSE AREA 0 5'-4" 10'-8 16,-0" - 0 8'-0" 16,-0" 24'-0" 96210.344 6/30/17 3'-0'TRENCH PROP.VERIZON PANEL ANTENNAS - - FINISHED GRADE,AC OR CONC (2 PER SECTOR,TOTAL OF 6) 1 - PAVING MATCH SLOPE& MOUNTED TO EXIST. A02 b - - _ - VERIZON ... - THICKNESS OF EXISTING TRANSMISSION STRUCTURE#199 PROP.2"SCHED.40 GALV. � � � GP ANTENNA(PCTEL P/N —�� "�`^'� ■ ` PIPE MAST.PIPE SHALL BE CUT GPS-TMC-HR-26NCM) - verizon AS REQUIRED TO MATCH HEIGHT - . � OF ANTENNA(TYP.OF 6) .. - - _ UNDISTURBED(TYP.) - - COLLAR BRACKET H DOWN TILT ASSEMBLY MOUNT KIT(BY PCTEL) COMPACTED BACKFILL PER THE DE IGN CONSTRUCTION - E7iacause nutter mattes PANEL � !I S AND UCTIO ANTENNA -- 1Ya"0 SCH.40 x 18" - - - - SPECIFICATIONS FOR EARTHWORK MIN.SS OR GALV.PIPE "` OR LEAN CONCRETE PIPE MOUNT ,.. OO _ LEM CONIC DUCT - PROP.MONOPOLE T-ARM _ BANK RED COLORED PANEL ANTENNA DIMENSIONS(TYP.OF,6): - (SITE PRO.1 PART- - -- 50.5"H x 12.5 W x 7.1"D #UDS-NP OR EQUAL). - - -ANTENNA.CABLES TO BE ROUTED-WITHIN 14"0 CORRUGATED CULVERT PIPE s .. S Np .. Aj SSE• ... I ®CHAPPELL . T?p PR DE GALVANIZED STEEL PROP.NUT r^� SHIM PLATES AS REQUIRED NOTE PROVIDE PROPER BENDING RADIUS FOR PIPE l �ENG INEERING PROP.DF85 CUSS H-2 REPLACEMENT FOR SNUG FIT OF RING PROP.LOCK NUT- - PROP.PIPE TO PIPE CLAMP - AS REQUIRED BY THE COAXIAL CABLE MFR. VVV MOUNT AROUND POLE -" - (ANDREWS P/N: BC-20710) - -�' ®ASSOCIATES,.LLC WOOD POLE(TO REPLACE EXIST.WOOD POLE) - : - -PROP.12.7mmX254mn PROP.ICE SHIELD POST Civil-Structural-Land SurveIYing THREADED ROD. — TYPICAL BURIED COAX CABLE DETAIL - � - 4 --� ' MOUNT ANTENNA IN ACCORDANCE.WITH. : -- - SCALE:NOT TO SCALE - A02 R.K. EXECUTIVE CENTRE... - MANUFACTURER'S RECOMMENDED PROCEDURE - (TOWER PLAN VIEW @ 73.0't -AGL) - - 201 BOSTON POST ROAD WEST, SUITE 101 TRUE NORTH - - MARLBOROUGH, MA 01752 PANEL ANTENNA WITH DOWN—TILT ASSEMBLY ANTENNA MOUNTING PLAN 2 WWW.chappellengi�ee°°9.GDm SCALE:1/2'= 1'-0" A02 - N4-CRUSHED STONE SCALE:NOT TO SCALE �� � - A02 , - 1. THE CPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD.1"-1Yx' DIAMETER MIN 2"THICK.-. GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE - - • r`Ac ANTENNA MOUNT END. THE PIPE SHALL M CUT 70 THE REQUIRED LENGTH USING A HAND 3'f CRUSHED'.STONE - \tN OF i " I OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. THE CUT PIPE ASRA C33 SIZE N0:57, GVPY v,•[�-' END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET MIN 4"THICKo ATTACHED TO THE ANTENNA MOUNT. - FINISHED GRADE GPS MOUNTING DETAIL 3 SCALE:N.T.S. S 10'-p" - l 4G�+F SCARIFY AND COMPACT OP /' .C•?'T + o=o -o .. - - FABRIC, APP-DEEQUAL 6"OF EXISTING GRADE T 'r~� 4"COMPACTED RECLAIMED BINMINDUS CONCRETE SURFACE COURSEey . a SLOPE 1/4"/FT. SLOPE 1/4"/FT. ftiiA TYPICAL GRAVEL YARD DETAIL 5 ,VJY SCALE:3/4" 1'.-0" - AD2 ... ENGINEER/LAND SU V OR DATE ' �\��\ i�\\\%\�/�\\ \�\ \\\ \���/\\%\\\ \%\%\\% \/ 0 8" 1—.4". 2'—B'. 4'. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION _ UNDISTURBED GROUND 8"CRUSHED GRAVEL OF A UC SED PRO SSIO DDGUMELENGINEER, ALCATEL—LUCENT ALCATEL—LUCENT COMPACTED SUBGRADE (COMPACTED IN 4"LAYERS) FE 666a RRH4X45 B13 RRH4x30-4R PLANTING NOTES REVISIONS TYPICAL GRAVEL ACCESS RAB LIGHTING-FFLED18DC JAWS REMOTE RADIO HEAD UNIT LTE 70D REMOTE RADIO HEAD UNIT DRIVEWAY CROSS SECTION n '1. WATERING SAUCER SHALL BE FLOODED TWICE NO. DESCRIPTION DATE sw . BRONZE DIMENSIONS: - 25.8"H x 11.a"W x 7.2"D DIMENSIONS: 21.2"H x 11.97'W x 7.1 B"D SCALE:1/2"= V-O" DURING THE FIRST 24 HOURS AFTER PLANTING. p ISSUED FOR REVIEW 6/30/17 MOUNT IN PER MANUFACTURER'S _ - - A02 _ - WEIGHT: 56.8 LBS WEIGHT: 62 LBS±(INC.MOUNT) - 2.-TREE SHALL BE PLUMB: - � � •-� � � - � -' SPECIFICATIONS 2' - - 4' -6' 3. DO NOT CUT LEADER. . CL PIPE AND FOOTING / TYPICAL LED FLOOD LIGHT DETAIL TQ TYPICAL RRH UNIT DIMENSIONS ROUNDED CONCRETE 4. AN IRRIGATION SCHEDULE FOR A TWO �R PERIOD SHALL BE IMPLEMENTED BY VERIZON SCALE:N.T.S. A02 SCALE:N.T.S. A02 - - AND THE OWNER TO ENSURE THE PLANTS WILL TAKE ROOT AND SURVNE. 6"0 NOM.SCHED.40 GALV. _ S. PLANTINGS SHALL BE AT.A SIZE RANGE .(�. STEEL PIPE SLEEVE BETWEEN 5'AND 6'WHEN FULL GROWN AND ... .X. _ :SHALL BE 5'2 D.C. :- PROJECT NAME: - PAINTED YELLOW - CENTERVILLE 2 MA . 45'EXTENSION ARM FILL STEEL PIPE SOLID / 2"BARK MULCH(PULL NSTAR ELECTRIC CO. BARBED WIR 1 5 B"6 PROVIDE DIAGONAL ADJUSTABLE RIDE AND _ 'o e�• WITH CONCRETE.. _ - BARK MULCH AWAY / TURNBUCKLE ASSEMBLY AT ALL CORNERS 1. INSTALL FENCING PER ASTM F-567,SWING CATE PER.ASTM •r, / FROM TRUNK OF TREE) R/W#345,STRUCT.#199, TOP RAIL - .F-900. .. < ' PITCH TOP OF FOOTING ALL.. / • - LINES#136,115kV AROUND PIPE FOR DRAINAGE. - - - 2. ALL END POSTS,LINE POSTS,-PULL POSTS,POSTS FOR 'n \ PLANTING SOIL MIX PER - 54 BAIRD WAY GATE LEAF,PIPES FOR CATE FRAME AND TOP RAILS SHALL BE i -I' A SPECIAL PROVISIONS SCHEDULE 40 PIPE PER ASTM F.-.1083.:. - ,I: EXISTING F7NlSHEOGROUND SURFACE - \ / / / - - CENTERVILLE,MA 02632 ' STRETCHER 2"WIRE - - 1 . MESH 9 3. FABRIC SHALL BE 12 GA CORE WIRE SIZE 2"MESH I• EXISHNC SOIL. - `\ 3"HIGH EARTH WATERING BAR CONFORMING TO ASTM A-392. - - _ TREEBE PLANTED SO THAT /7 SAUCER AROUND TREE PIT DRAWING TITLE: - SHALL CROWN IS 3 ABOVE FINISHED - TENSIO HEAVY DUTY - 4. TENSION WIRE SHALL BE 7.GA GALV.STEEL GRADE AFTER SETTLEMENT - - - / I 'L. \\ CUT&ROLL BACK 1/3 OF WIRE ARM LATCH � � ` �- - � \ • I � BURLAP BEFORE BACKFILLING. 5. TIE'.WIRE SHALL BE 11 GA.GALV.STEEL(MIN.).AT POSTS / • - COMPLETELY REMOVE SYNTHETIC 2 1/2"0 - AND RAILS.A SINGLE WRAP FABRIC TIE AT TENSIONWIRE BY \ ° ; I•! - - BURLAP.&LACING SITE DETAILS END PO 2"0 PIPE AT LINE PO HOG RINGS SPACED'MAX.OF 24"INTERVALS. - - i \ NOTE:- - x®� - 2 1/2"0 PIPE AT PULL PO i 5/B'0 PIPE - - - -- / REPAIR DISTURBED GROUND - 2 1/2'0 PO FRAME GATE W/ 6. BARBED WIRE SHALL BE DOUBLE 12 1/2"O.D. b \ I 4� - SURFACE WITHIN VICINITY Of z FOR G4TE L MPOSECWVE LOCKING TWISTED WIRE TO MATCH W/FABRIC 14,GA,4 PT BARBS .I � /' NEW BOLLARD TO MATCH - SPACES AT APPROXIMATELY 5"D.C..' - \ I I EXISTING CONDITIONS. - - 6"BELOW 7. COMPLY WITH LOCAL ORDINANCES OF BARBED WIRE PERMIT j Ia - ROOTBALL III— —III L. DRAWING N0: GROUND LEVEL REQUIREMENTS,IF REQUIRED. - - - - .I I.I \ l '.', � ROOT&Vl SHALL BE PLACED ON COMPACTED 8. STEEL FENCE SYSTEM SHALL INCLUDE THE FENCE POSTS, \ _ - - -SUBGRADE OR UNDISTURBED - _ _ FABRIC,GATE SYSTEM C j BOTTOM TENSION WIRE STEM AND ALL NECESSARY ERECTION ROOTBALL - ,i .ACCESSORIES,FITTINGS AND FASTENINGS.ALL FENCE SYSTEM 0 2 COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM z �� _ _._ A153.GATES SHALL BE SWING GATES(LEAF WIDTHS PER PLAN). 12"0 UNREINFORCED 3 x ROOTBALL DIAMETER -- REFER TO TYPICAL FENCE DETAIL FOR ADDITIONAL INFORMATION. CONCRETE FOOTING - - INSTALL FENCE AFER CONCRETE HAS ATTAINED 75%OF 28 n DAY DESIGN DESIGN STRENGTH. TYPICAL EVERGREEN PLANTING DETAILg � D6GNED Br:cis LOCATION CODE TYPICAL CHAIN—LINK FENCE DETAIL 9. GREEN HEDGE TYPE PRIVACY SLATS SHALL BE INSTALLED TYPICAL BOLLARD DETAIL 8.. DRAWN BY.weAS SHOWNON PROPOSED FENCING SCALE:NITS - PRaECT NO. ORIGINCHECK'D ISSUE DATE SCALE:3/8"=V-0" A02 SCALE:NONE A02 384938 - - 96210.-4 6/30/17 0 1'-4"2'-8" 5'-4" 8'-0" -. .. T 12'-0-(CONCRETE PAD) PROP POWER BACK-UP DIESEL GENERATOR WITH CONTAINMENT PAN 10'-10' _ OVERALL GENERATOR(ENCLOSURE)APPROXIMATE 5'-0• 2'-8•t 1'-0" DIMENSIONS: 84"W z 28"D:72-1/2"H n _ - (87.8"H WITH CONTAINMENT PAN) , r ✓ APPROXIMATE DRY GENERATOR WEIGHT: N _ P' d °•'� • i _ 1,650 Ibs(EMPTY) ... o (DRY WEIGHT U EXCLUDES CONTAINMENT PAN) ver � ., y PROP.RRH UNITS 7 .I • •.Y' - .. .. . (TOTAL OF 6)MOUNTED S02 t' >tyo: n ^ .\ ° •. m * - - TO PROP.UNISTRUT RACK mmn - PROP.ASCO 200A LOAD CENTER Because Q©tter A4cittiars • >. - - - $02 RACK.UNISTRUT .. .. of N.\\• SIM. - - e .� q ^ ��> �• � _ PROM TELC Pam ET CHAPPELL * ENGVEERING CAm�e� - ASSOCIATES,LLC - PROP.ICE GiViI•Structural•L2!)f}•SUIVCy.17C•f . SHIELD POST _ R K EXECUTIVE CENTRE 1.7 - - _ (TYP.OF e) - STON POST ROAD WEST S 10 Q E E BO MARLBOROUGH, MA 01752UIT -. o :.P•, � 201 E 1 .. . , rr, ..�I,, .. .• �\...'. .r�. g � .. - (508)481-7400. PROP.TELCO CABINET,POWER •e .: .ram ".\ �,•. m • - - - www.chappellengineering.com CABINET AND GENERATOR LUG -BOX MOUNTED TO PROP. 502 • p. e. ^ r.,-e'� 1'• - �i - . UNISTRUT RACK ., v - . .. •. . .. SIM .. r �; ' . ram •�� .. r _ PROP. 12'-0"z20'-0"(240 SF) 8 ^. ., A.. ,^ p a ,b•. - REINFORCED CONCRETE PAD S02 .rlr .° > ^• QF N r PROP OFFMAN X MOUNTED "- - . •. o• TO PROP.FREE-STANDING - - 6. MTU ONSITE ENERGY"' •' A �,H 502 UNISTRUT FRAME- - '� 20 kW DIESEL GENERATOR °'• „• - ... - - PROP.HOFFMAN BOX MOUNTED • ✓ TO.PROP.FREE-STANDING ... UNISTRUT FRAME • !" 'd• 10 PROP.FLOOD- .^ ^ 7.� ♦. •Lr. A02 UGHT(TYP.OF 3) - - 0 - ~^,.. h,.• • r • PROP CHARLES CUBE RADIO/BTS CABINET - ENGNEER�LAND SU V OR DATE • • " " ti' o.' '. PATH PLINTH KIT(P/N LT97-002162-11 AND TOP 0 PROP.RRH UNITS - v e -- - •' " - > - - 7 R IS A VIOLATION OF LAW FOR ANY PERSON, • s ^ ^ rr! HAT�N LT-97 002228 A) (TOTAL R 6)MOUNTED T0. r. ° S02 R PROP.FREE-STANDING UNLESS THEY ARE FETING UNDER THE DIRECTION ^ OVERALL EQUIPMENT CABINET APPROXIMATE - • -• ,^ .. - UNISTRUT RACK TYP. OF A LICENSED PROFESSIONAL ENGINEER. r • ^ ^ DIMENSIONS:-32"W z 32"D x 73"H 0 ( ) APPROXIMATE MAX.CABINET WEIGHT: TO ALTER THIS DOCUMENT. - - 340 ft(EMPTY) .. 70o Ibs(FULL) REVISIONS EQUIPMENT PAD PLAN , No. DESCRIPTION DATE SCALE:'/s"=1'-0" A03 - - PROP.12-R TE PAD 8 WITH PLINTH KIT(P/N LB 97g 002 62 1)CABINET - CONCRETE PAD 502 - - - OVERALL EQUIPMENT CABINET APPROXIMATE - 0 ISSUED FOR REVIEW - 6/30/17 - - - DIMENSIONS: 32"W x 32•D x 73•H - APPROXIMATE MAX.CABINET WEIGHT: - ° NOTE: EQUIPMENT PAD ISOMETRIC VIEW z 900 lbs(EMPTY) m•.:�mmT '"°D�'�T I T 1. APPROXIMATE WEIGHT(WET): 750KG (1650#) SCALE:NOT APPLICABLE ADC.: 2.650 1bs(FULL) _ �'�1A61 2 FUEL TANK: UL LISTED DOUBLE WALL WITH 125% CONTAINMENT 1 FUEL TANK CAPACITY: 75 GALLONS - 4. ENCLOSURE SINGLE SIDE SERVICE,RIGHT SIDE;ALUMINUM, 190 MPH WIND RATED ---__-1 5. SOUND LEVEL: 64.7 dB(A) at 7m i PROJECT NAME: .. - f CENTERVILLE 2 MA TOP VIEW LIFT—OFF DOOR DETAIL NSTAR ELECTRIC CO. . R/W#345,STRUCT.#199, m — m' o3m o =o a LINES#136,115kV 54 RD WAY I�m l u,m @mT s.lcm7� and I:mT mT CENTERVI ILLE,MA 02632 DRAWING TITLE: _ s PLAN&DETAILS i q DRAWING NO: s A03 Y.1dS isu Rml a L—.m.e w.mt ou L.ro-1 u•o t=•.nT ^^"^owy. 'mom,„wmm`''®„""ro'' .. - 'sf' -xi o 4 , 107 GAL GENCOVERS PAN WITH COVERS RIGHT VIEW LEFT VIEW REAR VIEW SERVICE SIDE - scxE DESIGNED ar:CISLOCATION cooE GENERATOR DETAILS GENERATOR DIESEL FUEL CONTAINMENT PAN � JE"°'�° ORAWN ISSUE CHETX'D eY:GRS 384938 3 PROJECT N0. ORIGINAL ISSUE DOTE SCALE:NO SCALE A03 - - SCALE:NOSCALE - A03 96210.344 -6/30/17 am.,.ad...,.... RF Coax UT System A BETA G _ . y E%I.STING LO NEW _sNNG TINf.A. p w Mam nlsG cad.(m emenaee anMl o V o V B` 7GO 12. 7— p wMannss Celle Tn stre,n mty) o o I, . I pm Man AISG Geda(Kma mn lmm n, + + 1 '■ ,Jump�,A „, o01�Ta et Mlennon 0 0 0 verizon� w+(A antl Naleai-Te nS ter 0 0 0 N of AISG Jumpare-Tp Same Mten -' 0 - o "" 0 Sphtters/Dlplexers - 0 m AISG Jumpare-T.0m M, SameSeaar + + + _ p a ass Jumpem-To olnerem Mmaae,olnerem sx+v o o �..aan .. .. LEGEND. -. _ _ Am..a,„•w.a NEaUlpmam-Moam OUAOPtOxEn - -GB aapmae,.emm emmremm Pel S(.Ge Jmuem peras T... s s L�%4r4s(QFtlFY Mrr1f5,Mon AIS o c1 t aAls—putiagtam 850 � RET System D " aumm,o,amper ... ce dASGlum a.sB AISG.__jumper - DI `Seatar,o paU A[SG1Um°° -- " LTE RRH FRET System Configuration - - ••,•'"•�'°'^•'°' ue rm oar, +,.ea,z.o rn.,:.s, All Sectors h" =CHAPPELL ea,m : ,., ENGINEERING met .0ua PCS CDMA ASSOCIATES;:LLC ' r - ITE,WO-Gmepy TOMAWS Tc0/AwS - slm,�.w„DHa, G G Civil•Structural-Land Surveying .� �TE,nap.wa Ira n e�.�.•�t - __ _ - - _. _ R.K. EXECUTIVE CENTRE B R.RFY Feeder System E�mNG ntW ENSTINc' ,'Ew 201 BOSTON POST ROAD WEST, SUITE 101 Rwm e,u cam-Gaanan .. o MARLBOROUGH, MA 01752 �m (508) 481-7400 Tn>ea - www.chD ellen ineerin .comp . .acre, am. �.,,. .. PP 9 9 RRHDiagram IN SHELTER .......................................... ...................................................._.... ........ '. 1. R OF �LEA11 PCS LTE ... .. ... _ A GPs ENGINEER/LAND SU V OR DATE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. - Color Codes--- REVISIONS env s NO. DESCRIPTION DATE A ISSUED FOR REVIEW 6/30/17 . .. - - .. iAntenna ArraNLa out � ow� -- PROJECT NAME: — CENTERVILLE 2 MA NSTAR ELECTRIC CO.. R/W#345,STRUCT.#199, LINES#136,1.15kV 54 BAIRD WAY Antenna S stem La out" CENTERVILLE,MA 02632 �\ View is from DRAWING TITLE: >G >G behind antenna - >G _ array looking outwards Please evenly RF CONFIGURATION space antennas _ across each .._. sector. DRAWING NO: - BVTaGRepen 1.tep am m as GIwnW aepm anE A 0 4 RF CONFIGURATION BnaeG9epare mnrwna0 ro Va Gaunter -: G - SCALE:N.T.S. L...........� .. DESIGNED BY:CJs lDG4nON CODE . - - - - - AS SHOWN DRAWN RY:1, - CHECKD BY.GRS 384938 PROJECT 7 ORIGINAL ISSUE DATE v:w 96210,344 6/30/17 -36 12917 : V �1]872 : 12 - y -1ZZ7788 V -?669 TRANSMISSION STRUCTURE LOADING SUMMARY FORM:. 572- 394 .5714 . 7904 _.,205 .. .. -2966._ .. 1 _. .., . .. .. 493s 1 568-_--_. _--_-_5 7__._-- 685_. 4b as lei �ml.0 s s 658 2-'b 590: - n eumh w 315 r�i ox :. �685 2 : 1 6 - 7 0 s .. /1 6 .` 1: 6`\ : 7 6 Task .. �911 1$72 C1 11 .LC .- T788 C 27 LC_8 6b9 - eeaa w.oe w( )r LC� I C" C 523 _ T427 `w4a l .ma°1aro1 22911 C10 RCi028 654 654 i611 2715 2 RC 523 : 16081 :$ RC 806 c ) - 2291 I. $ 654 2715 - 623 1608 . 2297 .2715 7608 .. .. .,. .. .. .. .. ... - 1 ) "FJt3Gi3l1...E3 SE3ffer IVlaft,7S" n 3.__ 3 2 3._ 8 3_- - wnw.sn.ce s.aw o Mmke. ,s nescwna:'m 1[?sool nu a - _ 1 4 2' ... 1 ae+ ) I lm. l� 1ITne o-al Tree zsoa ITada s le°m^zl Inr2). n°gdxe�cil - . na IONagem lcJl TAR�.IOemonce lc2) - - - _ - aQ Jcl -yi 4'�6 .. .. - .. 4-i7 .. ss ..57 oll mm ..110 _. .. _ DOE 2 CHAPPELL ss 11 el (2—)(xlENGINEERING7m�,I22a, ,o , ASSOCIATES,LLC 917 51872 6 1788 - 569 c �eveL1 :- 4 3 z s a 1 s o Ci1i1•Structural•LanSuneying oJADoo SN a :� sra�. Fos..eEse PEa=E..UMeEOASE= :57.J„a J27o,< ... .R.K. EXECUTIVE CENTRE .. .. .. ...Jsox. .. ssoJx ,easx 201 BOSTON POST ROAD WEST, SUITE 101 .. .. .. - MARLBOROUGH, MA 01752 -1Au:aee Le9ena %u»ye Le9e�a .._ ..:._..9 Legend 'FAusaeeu .___ ... www.chappellengineer0'iog.com h UJage Le9enE r%,��e . �e�a -TOWER LOADING DATA �� _ 0< %< 25 0 c %< 25 '.I 0<_%< 25 I- 0<%< 25 I 0 %< 25 SCALE:NTS �1 - 25< %< 50 : - 25< %<_50 - 125< %< 50 125 %< 50; I.25 %< 50 - - I50 v%< 75 I50I50< A[ 75 150 %< 75 I50 %< 75 - --- .- : I75<%<100 I75<%<100 ;. W75< %<100 .I 75 %<100 I]5 %<100 h50< % 11oG<.% -11oD<_% I1oo -% Imo NESC 250D+MA DPU /: NSTAR WIND 2 NSTAR ICE 3 NESC 250C WIND 4 NESC 250D WIND LOAD 5: SH M _ SCALE:Nrs - sot SCALE:NTS 507 SCALE:NTS „Sot SCALE:Nrs sot - SCALE:Nrs .. _:. s01 _ _ - .: PROP.VER20N PANEL ANTENNAS - ... ... - rl.2Y El MOUNTED TOSECTOR PROP. DF85 CLASS - F PROP.VERIZON PANEL ANTENNAS rc .. ... ... - .. - - AG)REPLACEMENT WOOD POLE . A02 SO7 (2 PER SECTOR,TOTAL OF 6) 1 - w TOP OF PROP.WRIZON(6) PANEL ANTENNAS: - (TO..REPLACE EXIST.WOOD POLE) _ MOUNTED TO EXIST. A02 EL = 129.5 t AMSL 75.1 t AGL - TRANSMISSION STRUCTURE-#199 PROP.2'SCHED.40 GALV..`.` :_. -. .. - - _ ATOP OF PROP. REPLACEMENT POLE PIPE MAST.PIPE,SHALL BE CUT - 9 RAM EPLACEMENT EMENT AGL -� 111N rL PROR VERIZON(6) PANEL"ANTENNAS AS REWIRED.TO MATCH HEIGHT. - - - .OF ANTENNA(TIP.OF 6) _ - .- _.. ;.. c = 4 t AM )... EL 127.' SL(73.0't�AGL �NOTU: /LAND SU V OR DATE CONTRACTOR TO PROVIDE 1/2'0 THRUqTGP of ExiSLTRANSM/SS/oN'S7)ZUCTURE - - - .. - - R Is A vlounoN of law FOR ANY PERSON, PROVIDE GALVANIZED STELL BOLT THROUGH FLAT STOCK TD - - EL=..'119.5'f AMSL(65.1't AGL) - EXISr'STATIC W]RE(TYP.-oF 2) UNLESS:THEY ARE ACTING UNDER THE DIRECTIONFORSHI PLATES AS REQUIRED _ S'ECURE TO WOOD-POLE AT 12'-0r-- OF A UCENSED PRO=IONAL ENGINEER, FOR SNUG FlT OF RING p _ EwsL SLnC U EXlsr _ _MOUNT AROUND POLE O - INTERVALS ALL OTHER LUCATIONS EL,= AMs[ s4.O't Act - TRANSMIS :. _ ,TO-ALTER THIS DOCUMEM. PROP.MONOPOLE T-ARM SHALL UTILIZE 1/2'LAG SCREWS. - - ( ) -.-STR.Jj1 _ . .. (SITE PRO i.PART - _.: - TOR OF EXIST. CROSS ARM. - - - . #IDS-NP OR EQUAL) - - - EL. n2.2"t Arast(sz8't Act) 9 .PCABLES olZurm�uP)n�o 0 COAX SIGNAL REVISION ATTACH CABLES TO T-BRACKET - - - -" - - .. - SOl EXIST.TRANSMISSION STRUCTURE ON NO. - DESCRIPTION S - DATE - . WTTH STACKABLE SNAP-IN HANGERS PROP.T-BRACKET SUPPORTS-- 0 IssueO FOR REVIEW 6/30/17 -(SfTE PRO 1 P/N 158SS-A),TYP. Fxlsr cbNOucroR N1RE5 " -- LINE ylss - - PROP.DF85'CLASS H-2 - - - : . i- _ C _ 115Kv .. - REPLACEMENT WOOD POLE(TO - ... - lG6.z't AMSL(5!8'f A�LJ ... - LINE KR36 u1i5KV NE 6 - - REPLACE EXIST.WOOD POLE) r - WOOD -Exisr Gur w'RE ATTACN I i15 PROP.:DFBS CUSS H-2 STRUCTURE LEG EL._1G2et AMSC.(48.5'±AGL) .: (10.5'-EMBEDMENT,'74.5'-AGL).REPLACEMENT . WOOD POLE(TO REPLACE EXIST. POLE)- - - PROP.SUPER UNNERSAL CROSS EXIST (TOWER PLAN VIEW ® 73.0't AGL) T-BRACKET RACING PROP.ADDmONAL CROSS BRACING PER - .PROP.3'X%X12'LONG -, - - - - EVERSOURCE C-112 SPECIFICATIONS FIAT STOCK(TYP.) (SITE PRO 1 P/N T7200) _ _ .. (STEEL 19Fi-ST5WF10.5 NIMO) - - ANTENNA MOUNTING PLAN PROJECT NAME: - SCALE: NTS. - _ �, . A CENTERVILLE 2 MA; NSTAR ELECTRIC CO.- - WOOD STRUCTURE LEG iiii_ : .. .. . R/W:#345,STRUCT.#199, _ - PROP.�1/2'THRU BOLT IN - - LINES#136,115kV!.. WOOD STRUCTURE 54 BAIRD WAY. _ PROP. 3'X3(e°X12'L.ONG CENTERVILLE,MA 02132. FIAT STOCK - - PROP. 1/2'LAG-BOLT INTO Uo' - ND� - - ING TITLE: PROPOSED WOOD STRUCTURE ,PROP. (12).1%'COAX- ALL MODIFICATION/REINFORCEMENT -_ _ ._ DRAWLOADING DIAGRAMS, PROP SUPER UNIVERSAL T-BRACKET - : CABLES ROUTED UP ALONG WORK ON THE EXIST. FACE OF WOOD POLE - -TRANSMISSION TOWER SHOWN, - ANTENNA AND CABLE. PRO 1 P/N-T1200) __ .. SHALL BE PERFORMED IN STRICT _ ... - .. ... .. ACCORDANCE WITH CURRENT MOUNTING DETAILS.& - - - Innnn NSTAR INSTALLATION STANDARDS.. SITE ELEVATION. .. _ PROP. 1/2-0-THRU.. - e BOLT EVERY. 12'-0'. .; EXIST GRAVE LEVEL - - DRAWING NO, - 6"MIN.' EL =54.4'f AMSL(O.O'AGL) I: . ATTACH CABLES TO - T-BRACKET WITH STACKABLE - SNAP-IN HANGERS(SITE PRO - - - so �.. . 1 P/N 158SS-A),TYP: Li PLAN VIEW ISOMETRIC VIEW LOOKING TOWARDS,SUBSTATION #920 OAR STREET: TYPICAL :CABLE MOUNTING DETAIL �� SOUTHWEST SITE ELEVATION S AS SHOWN DESIGNED�:G5 LOCATION CODE DRAWN 9r:Nwc - :. .. .. .. CHECK'D Bf:GRS 384938 SCALE:N.T.S. SOl- SCALE: 1/8'= 1'-0' SOl PROJECT N0. ORIGINAL ISSUE OATS :. .. .. 96210.344. 6/30 17. ... ... ... 0 8'-0' 16._0. 24'-0. - - `v 24'OR 36• - - - - .. 2 _ PROP.Y4'GALV.STEEL 6' S-O' 2"DECK - - S02 POST CAP SHOP WELDED ALL AROUND _. - - PROP.VULCRAFT 2"2C20 GALVANIZED - _ : 1'-O" - STEEL DECK OR EQUIVALENT(24`OR INC I INCOMING C8x11.5 ° ^ 4y - 36'WIDE,LENGTHS AS REQUIRED) � `n C8z11.5 e C8x11.5 (SLOPING) �. � - I• PROP.VULCRAFT 2"2C20 GALVANIZED ver ZO n STEEL DECK OR EQUIVALENT(24"OR PROP.2-x2-yY4' - \ 36"WIDE,LENGTHS AS REQUIRED) SPACER PLATE PROP.Ya z5"z4' : .. _ ... 1 PLATE(TYP) FTp7CausE)Hefter Halters" PROP.L2z2x1/4 BRACE FROM / - \C8z11.5 - • - C8x11.5, 1 ZA CB FRAMING DOWN TO ICE / - PROP.(TYP.) A325 'i S02 SHIELD POST ON 1:1 SLOPE BOLT(TYP.) - - (TYP.AT(8)LOCATIONS) PROP.L2x2x 1/4 - L 1 - BRACE(TYP.) INCOMING L2x2- TYPICAL EACH END OLF.BRACE .. - ... • : 7 BRACE CHAPPELL PROP.L2x2z1/4 /'� l J ENGINEERING- I BRACE(TYP.) a a ��..//PROP.*xI"x4'SHEAR TAB 502 - o PROP.Ys'XB'x8' 4 WITH 1'x 1'CORNER CHAMFER ® ®ASSOCIATES,.LLC '•0 4 - - 4 BASE PLATE(TYPJ 502 PROP.4"SCHED. Civil-Structural•Land SUry %t1 w S02 PROP.BASE PLATE(TYP.) ®® 40 PIPE POST _ eying - PROP.VULCRAFT 2"2C20 - - - - -o .. _ R.K. EXECUTIVE CENTRE 5 GALVANIZED STEEL DECK OR _ a PROP.CONCRETE PAD 201 BOSTON POST ROAD WEST, SUITE 101 S02 EQUIVALENT(24"OR 36'- - - - MARLBOROUGH, MA 01752 . . - WIDE,LENGTHS AS REQUIRED) PROP.4'SCH 40 TYPICAL POST DETAIL( \ (508)-481-7400 - COLUMN WITH Ye WELDED www.chappellengineering.com + CAP PLATE ON TOP(TYP.) .. SCALE:1"= 1'-0' 502 ATTACH DECK TO ENTIRE 5 LENGTH OF ALL FRAMING - PROP.Ys'x8"z8' 4 ci - K 512 CHANNELS ENCOUNTERED :BASE PLATE(TYPO EACH WAY - - PROP.SUPPORT - ��Qt.' . - CHANo NEL .. - I PROP.CONCRETE PAD NJ - .3 SIDES Y4 : �. ffy4 - (DD!� SIDES M!��• C801.5 (SLOPING). 7'j _ 18'-10' - 'T p - . S.5' - C8 C8 ICE SHIELD SECTION z CB SCALE:1/2"=V-0" 502 . FRAMING PLAN NOTES: - (4)%"0 ASTM A325 . 1.)ALL STEEL.SHALL BE INSTALLED LEVEL UNLESS OTHERWISE NOTED .. - - C8 BOLTS CALV.(TYP.) 1� - 2.)TOP OF NEW STEEL ELEVATION SHALL BE HELD 9'-10"ABOVE - - EQUIPMENT PAD SURFACE UNLESS OTHERWISE NOTED THUS(±X7 INDICATING - - _ :ENGINEER/LAND SU V OR DATE DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. TYPICAL BEAM TO BEAM CONN. UNLESS THEY ARE ACTING UNDER THE MREC N R IS A VIOLATION�OF LAW FOR ANY PERSON, ICE SHIELD FRAMING PLAN SCALE N Q SCALE OF A LICENSED PROFESSIONAL ENGINEER. 1 s N 10 - � � � � NOT S02 GI SCALE:3/8"=V—O" $02 _ _ - - - .. TO ALTER THIS DOCUMENT. 0 2'-8" .5'-4" B._O• .. _: Y .. .. PROP. GALVANIZED � - REVISIONS NOTE: 14"x8"x8'PLATE: STEEL DECK NO. DESCRIPTION DATE ... - .. - PROVIDE HEAVY DUTY RUBBER - - - CAPS AT ENDS OF ALL UNISTRUTS OO 4.0 SCHED.40 PIPE PROP.%-GALVANIZED BOLTS WITH TAPERED 0 ISSUED FOR REVIEW 6/30/17 PROVIDE GALVANIZED PROP.4'SCHED.40 WASHERS&LOCK WASHERS 012"O.C.(SET BOLTSSTEEL CAP PLATE - PIPE POST(7-LONG) IN BED OF EXTERIOR GRADE SILICONE SEALANT).. PROP.J'0 U-BOLT •o '0 GALV.OR S.S.THREADED - - (TOTAL OF 8) - RODS IN 5'z5'PATTERN PROP.GALV.P1000 UNISTRUT, - CENTERED ABOUT PLATE(FOUR - TYP.(LENGTH,QUANTITY AND RODS PER PLATE)THROUGH - SPACING AS REQUIRED) - IX6"0 SHOP DRILLED HOLES IN - NOTE - - PLATE WITH HILT HIT-HY200-R C8z11.5 - PROVIDE HEAVY F A RUBBER - - CAPS AT ENDS OF ALL UNISTRUTS - 1 - ANCHORING ADHESIVE IN I$6 m - o - DRILLED HOLES WRH 4' PROP.3"0 GALV.OR - - EMBEDMENT INTO CONCRETE PAD PROJECT NAME: S.S.u-BOLT(TYP.) CENTERVILLE 2 MA MOUNT HOFFMAN Box TQ TYPICAL ICE. SHIELD BASE PLATE- TYPICAL STEEL DECK ATTACHMENT- DETAIL( - UNISTRUT WITH RECOMMENDED NSTAR ELECTRIC CO. . MOUNTING HARDWARE. - - -SCALE:NONE _ _ _ - 502 SCALE:1-1/2"= V-O" S02 - - PROP.ICE - .. R/W#345,STRUCT.#199, �'x10'x10"GALVANIZED STEEL BASE PLATE: SHIELD POST _ : LINES#136,11.5KV .. "WITH(4) 0 GALV.OR S.S.THREADED - .. o .- : : - - - 54 BAIRD wAY .. RODS IN 7'x7"PATTERN CENTERED ABOUT - CENTERVILLE,MA02632 PROP.4'GALV. � PLATE(FOUR RODS TOTAL)THROUGH 11Ss 0 SCHED.40 PIPE POST SHOP DRILLED HOLES IN PLATE WITH HILT (LENGTH AS REQUIRED) HR-HY200-R ANCHORING ADHESIVE IN - 11f6'm DRILLED HOLES WITH 4'EMBEDMENT - - BROOM FINISH PAD SURFACE- DRAWING TITLE: -- INTO CONCRETE PAD - - .. - - � .- .- #4 BARS 0 12'O.C.EACH WAY w PROP.RRH UNIT,TYP. (SHOWN FOR ICE SHIELD FRAMING PLAN AS REQUIRED .. 6 ILLUSTRATIVE PURPOSES ONLY). &STRUCTURAL DETAILS (2'-0'MIN.) v� A02 COORDINATE SPECIFICATIONS AND _ - 3/4°x3/4'CHAMFER- 3§"THICK FULLY WELDED REQUIREMENTS WITH VERIZON. - ALL AROUND,TYP.. STIFFENER PLATE,TYP.ALL - Er I (4).SIDES OF BASE PLATE - 2" TYP 2 Ho Y4 - - !.,,o z EXISTING GRADE HIGH POINT - EXISTNG GRADE PROP.P1000 UNISTRUT LOW POINT DRAWING NO - ' - - 12"MIN.LAYER COMPACTED - PROP.Y"z8'z8" '. � (LENGTH AS REQ'D),TYP. It(TOTAL OF 2) - GRANULAR FILL 4 i - 4 Y a 5'-0' S02 . - PROP.CONCRETE PAD 16"MIN:THOROUGHLY COMPACTED SUBGRADE - - 12'-O'x20'-O"CONCRETE PAD - ��\\, ,ti�� UNISTRUT RACK DETAIL SCALE DESIGNED BY:CJS LOCATKIN CODE HOFFMAN BOX UNISTRUT FRAME DETAIL B RRH RACK SHOWN: POWER TELCO. RACK SIMILAR CONCRETE PAD- DETAIL SHOWN Ego SCALE:N.T.S. 502 SCALE:N.T.S. .. 502 SCALE:NONE 502 PRDJECT NO. ORDINAL ISSUE DATE 384938 __ - � 96210.344 6/30/17 .. NORMAL POWER SOURCE _ PER TO BEC MAF . 2'-0' TO(E)SERVICE(SEE POWER RISER) ELECTRICAL AND-GROUNDING NOTES: - - 200A.METER&CB - 24OV,10,3W MANUAL BYPASS METER ... - - FI F_fTRlf AI_ AUTOMATIC TRANSFER SWITCH(INCLUDED WITH LOAD CENTER) - ■ 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE ver i zo n� . - CAPPED(TYP.) � - PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. , ASCO D300L SERIES, - - SINGLE PHASE,200A - POWER TRANSFER LOAD - 2.. "CONDUIT ROUTINGS ARE:SCHEMATIC.SUBCONTRACTOR SHALL INSTALL UNISTRTT P1000(1YP.) CENTER IN 3R ENCLOSURE . CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. - } O 20OA-2P - ❑ " " - 3. SERVICE TO EQUIP.SHALL BE 120/240 VAC,200 AMP, 10.60 Hz. ^Because Better Masters r zoA-2P A - 4. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING - GFI "" GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY - (3)12/0& i5A-1P - LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE(1)g2/OC TELCO FAN . EMERGENCY POWER SOURCE/1 ' CONDUIT: T GROUNDING °i GENERATOR INPUT t00A-2P .(3)Al&(1")#81.IN 2"C FIGS CONDUITS ABOVE GRADE 5. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC - RECEPTACLE(INCLUDED WITH ® CHAPPELL - &THROUGH SWEEP(TYP.) - AND MOUNTED TO SIDE OF - - (CADWELD)CONNECTIONS. , LOAD CENTER IN SEPARATE 30A-1P ENCLOSURE)FOR CONNECTION TO MESA SPAN CABINET - - - 6. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC(CADWELD). ENGINEERING 3"0 SCH.40 GALV.STEEL OF PORTABLE GENERATOR 2DA-1P POST W/THREADED END(TYP.) - TO GENERATOR BLOCK HEATER UTILITY CONTACTS 7. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR&EXTERIOR)SHALL BE. - ® ASSOCIATES,LLC - - - 20A-1P FORMED USING HIGH PRESS CRIMPS. TO GROUND RING TO GENERATOR BATTERY CHARGER .. - '- Civil•Structural-Land Surveying (TYP.OF 2) - 15A-1R ELECTRICAL: NSTAR ELECTRIC _ 8. ALL EXOTHERMIC CONNECTIONS TO.THE GROUND RODS SHALL START AT THE EMERGENCY POWER SOURCE 02 ONE NSTARWAY - TOP&HAVE A VERTICAL SEPARATION OF 6"FOR EVERY ADDITIONAL R.K. EXECUTIVE CENTRE BACK-UP POWER FEED FROM WESTWOOD,MA 02090 CONNECTION. - - �� - - SERVICE GROUND - - - (888)633-3797- - 201 BOSTON POST ROAD WEST, SUITE 101 \ \ FINISHED GRADE PERMANENT GENERATOR o PER NEC 9. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION- MARLBOROUGH, MA 01752 PAD UGHRNG 'TELEPHONE: VERIZON RESISTANT MATERIAL - (508) 481-7400 ( ° I NOTE: - - - - 185 FRANKUN STREET - www.ch0 elen ineefin com °a 1 I ° 1 .DIMENSIONS TO BE VERIFIED - - BOSTON,MA 02107 10. ALL EXTERIOR GROUND CONDUCTORS SHALL BE#2 AWG SOLID TINNED PP 9 9' o - - 800-941-9900 COPPER UNLESS OTHERWISE INDICATED. - PER MANUFACTURER ONE LINE DIAGRAM 2 o m f SPECIFICATIONS .. . SCALE:NOT TO SCALE - E01 - 11. GROUND RODS SHALL BE COPPER CLAD STEEL 5/8-0 10-FT.LOG AND - -- - - SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 48"BELOW FINAL GRADE 12"0 PLAIN °L a L: CONCRETE PIER - " n • MAKE ALL CONNECDONS AS PER UTILITY COMPANES REQUIREMENTS - _ 12. CONNECTIONS TO THE GROUND BUS SHALL NOT-BE DOUBLED UP:OR OF E%IST.UTILITY POLE Ip1231-4 PROP.RAB LED FLOOD LIGHT, STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE (LOCATED ALONG BAIRD WAY) PIN FFLEDIBDC(TYP.OF 2) GROUND BUS ARE PERMITTED. - PROP.CIRCUIT. FOR PAD ELECTRIC METER SUPPORT DETAIL AIL WEATHER HEAD LIGHTING CIRCUIT,TYP. 3. USE OF 90 BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE PROR1"' PROP.(3)Al&(1)p8G-2"C AVOIDED WHEN 45'BENDS CAN BE ADEQUATELY SUPPORTED. _ ALARM CONDUIT SCALE: 3/4"=1'-0" - E01 . PROP.24OV,10,3W KWH MANUAL - PROP.2"TELCO CONDUIT 14. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT, - BY-PASS METER MILBANK 2272RL(OR -. WITH.PULL STRING - EQUAL)W/200A,2P.TENANT CIRCUIT EXCEED 5 OHMS.TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT-SPECIFICATION'FOR FACILITY GROUNDING,USING FALL OF POTENTIAL -- 0 1'-4" � Y-8" 4'-0" -. BREAKER AND.LOCKABLE BREAKER DOOR � � � '- METHOD. PROP.METER RACK 15. ANTENNA GROUND KITS SHALL BE FURNISHED BY.VERIZON AND.INSTALLED BY .. .CONTRACTOR. - PROP.TRANSFORMER PROP. PROP. - - PROP. POWER TELCO CUBE-PM639 - HOFFMAN CABINET I CABINET .. ENGINEER/LAND SU V OR DATE . NOTE: PROP.MESACABINET ... PROP.-' BOX ®❑ PROP. .. LEGEND: - 1)PROVIDE WEATHER TIGHT SEAL CONNECTORS ON . GENERATOR A CUBE-68 - IT IS A VIOLATION OF LAW FOR ANY PERSON, ALL CONNECTIONS INSIDE AND OUT. A - 1�, GROUND TEST.WELL - UNLESS THEY ARE ACTING UNDER THE DIRECTION 2)COORDINATE ALL FURTHER MISCELLANEOUS OF A LICENSED PROFESSIONAL ENGINEER, WIRING AND CONDUIT REQUIREMENTS-WITH VERIZON y�. TO ALTER THIS DOCUMENT. •! GROUND ROD - ® - .DISCONNECT SWITCH - REVISIONS ❑ NO. DESCRIPTION DATE PROP.CONNECTION PER MO METER RADIO EQUIPMENT VENDOR -. 0 ISSUED"FOR REVIEW . 6/30/17 _ .. 0' -.- ,CADWELD TYPE CONNECTION - - - -PROP.(3)#3/0&(1)A2G COPPER - COMPRESSION TYPE CONNECTION PROP.(3)#3/0& PROP.(3)/3/0& WIRES-2"C(BACK-UP POWER CONDUIT) - , (1)g2G COPPER (1)Q2G COPPER -(2)-PROP.1"CONDUITS FOR GEN. _ WARES-2"C WIRES-2'C- HEATER AND GFCI RECEPTACLE ------ GROUNDING WIRE- PROP.(1)4"TELCO PROP.(1)4 TELCO CONDUIT REPRESENTS DETAIL NUMBER - CONDUIT WITH PULL STRINGS WITH PULL STRINGS TO VLW PAD PROP.1"ALARM CONDUIT To MESA SPAN CABINET XXX �— REF.DRAWING NUMBER POWER AND TELCO SINGLE LINE DIAGRAM 3 ABBREVIATIONS: . - - PROJECT NAME: A SCALE NOT TO SCALE E01 E AWG - AMERICAN WIRE GAUGE CENTERVILLE 2 MA - -- FLEXIBLE ABOVE-GROUND MARKER LOAM AREA PAVED AREA TO BE INSTALLED EVERY 100'OR AT - 410WN SHOWN TWO COURSES OF BOW BARE COPPER WIRE NSTAR ELECTRIC CO. DIRECTION CHANGES(BY J.MIUJER 1-1/2"BITUMINOUS PAVEMENT ASCO D3OOL SERIES,SINGLE PHASE 200A POWER 22,00E ALC. INDUSTRIES,INC OR APP-D EQUAL). - CGBE COAX GROUND BAR EXTERNAL - R�W#345,STRUCT.#199, TRANSFER LOAD CENTER 1N 3R ENCLOSURE PANEL SCHEDULE NEM4 1 - - 6 ML YELLOW WARNING TAPE .. FINISH GRADE HIGH VOLTAGE" CIGBE COAX ISOLTAED GROUND BAR EXTERNAL LINES#136,115kV RIGID STEEL CONDUIT SAW-CUT TO STRAIGHT EVEN PLUG RIGID STEEL CONDUIT 'EDGE BEFORE PAVING- COUPLING � � DWG- DRAWING 54 BAIRD WAY ' c� DESCRIPTION. AMP AMP DESCRIPTION c� ;•. EMT ELECTRICAL METAWc TUBING CENTERVILLE,MA 02632 o :; 8"GRAVEL BASE 1 - SPARE 2 - - MOB MASTER GROUND BAR DRAWING TITLE: ' CUBE-PM639 100 - - - GRADE - 3 - SPARE 4 12"6" - PCs PERSONAL COMMUNICATION SYSTEM _ � ` �V �' ��' -.PVC RIGID(SCH.40)POLYVINYL:CHLORIDE CONDUIT 5 - SPARE 6 // // / / CUBE-SS oo z"MIN ELECTRICAL DIAGRAMS 7 - SPARE � g � ' COMPACTED BACKFlLL RGS RIGID GALVANIZED STEEL - ' B".MIN. _ pp - 9 SPARE - _ - SPARE 10 - COMPACTED - - RWY RACEWAY .. CA DETAILS 11 - SPARE 12 - .:( PROCESSED GRAVEL "- RIGID STEEL CONDUIT - 4"MIN.ON ALL SIDES .' TYP. TYPICAL - - 13 SPARE 30 MESA SPAN CABINET- 14. 4" .. _ . 15 20 GENERATOR BLOCK HEATER 16 SCHEDULE 40 CONDUITS FOR NEW . NOTE- - DRAWING NO: ELECTRICAL AND TELEPHONE SERVICES DETAIL AS SHOWN IS FOR - - PVC SCHEDULE 40 SIZE AS 17 SPARE _ 20 GENERATOR BATTERY CHARGER 18 SEE UTIUTY AND SITE PLANS.PROMDE SECONDARY ELECTRIC SERVICE RIGID STEEL TO PVC SHOWN E LAYOUTS - 19 15 PAD UGHRNG 20 ANDAPPROVED PULL COORD COORDINATE INSTALLATION W/S AS FD, PRIMARY ALL REQUIRESH4"HCONCRETTEE SERVICE ADAPTOR - UTILITY COMPANIES FOR INTERFACING ENCASEMENT. -- - 21 10 TELCO FAN 22 AT TERMINATION POINTS PROVIDE FULL - SURGE SUPPRESSER 2D - .LENGTH PULL ROPES(TYP.). - O 23 - 15 GFl RECEPTACLE AT GENERATOR 24' - -- - - '- PANEL SCHEDULE 4 BURIED CONDUIT DETAIL B DETAIL g .. - � SCALE: DESIGNED Bf:CJS LOCATION CODE SCALE:NTS E01 SCALE:NOT TO SCALE - EQ1' SCALE:NTS E01 - AS SHOWN DRAWN UY:NWC CHECK'D BY:GRS 384938 PROJECT NO. ORIGINAL ISSUE DATE 96210.344 6/30/17 - - - .ANDREW UCBKD2 - FROM EGB(WHEN R (1/4'z2 1/2'x121 SHOWN ON GROUNDING ANTENNAMOUM GROUND . RISER DIAGRAM) ver i zo n ' . G CABLE . SPARES GROUNDING KITS . .. ® • m CD • O • ®®CABLE ® m IE02 E02 GROUND KIT TO GROUNDING K ® ®® ® m CADWELD 1 I I I I CPS ANTENNA rPIP titiYYYltt , GROUNDING -' m ®' TO.GROUNDING RING(LOWER EGB) . -J e s m REFER TD GROUNDING RISER CHAPPELL UPPER CIGB COAX CABLE KITS - .7 #6 AWG GREEN INS. ® • DIAGRAM FOR EXACT LOCATION l ENGINEERING. , . , COPPER(TYP) VVV • ® m .. ', NS ASSOCIATES;LLC LOWER 3 7 Civil Structural-Land Surveying OF ALL CONNECTIONS CIGBE E02 E02 II -. - r.r.p�:J CADW R.K. EXECUTVE CENTRE ETD _ ro EXIST. GROUND — --- ® ; RING/COUNTERPOISE - �• -----------J GROUCPS ND TO GROUND RING - GROUND" BAR.(EGB) -/ \ 1 201 BOSTON POST ROAD WEST, SUITE 101 BAR SCALE:NOT TO SCALE - Eoz MARLBOROUGH, MA 01752 JI #2 AWG SOLID TINNED _ (508) 481-7400 "-------- , //��COPPER(TYP).. _ ' ANDREW UGBKR(1/4'x2 1/2'x19 1/21 - www.chappellengineering.com ". OR EQUAL WITH HOLE _ PATTERN AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN : - . COAX CABLE KITS ' - - - . I 2 6 GROUND ROD W/TEST CADWELD _ - 1"OF y{ E02 E02 WELL(TYP.OF 1) TO GROUND RING - 12'TO 24' Il��n Vf . Illy MGBE m _ -� Tfi1 -- .. - ANTENNA CABLE MASTER GROUND BAR (MGB) - TO EQUIP. POWER - i TELCO _ SCALE:NOT TO SCALE E02 WEATHERPROOFING KIT (SEE NOTE) CABLE GROUND;Kff V #6 AWG STRANDED COPPER GROUND A 7 WIRE(GROUNDED TO GROUND BAR)(SEE NOTE 1 &2) o - _ ENGINEER/LAND SU OR DATE - - R IS A VIOLATION OF LAW FOR ANY PERSON, CONNECTION OF CABLE GROUND KIT TO UNLESS THEY ARE ACTING UNDER THE DIRECTION METER AND OF A DCENSED PROFESSIONAL ENGINEER, DISCONNECT ANTENNA CABLE TO ALTER THIS DOCUMENT. - ----- jY1 :NOTES: . OM - GROUND RODS .. - 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT.. REVISIONS - \ \ (TYP OF 4) .. GROUND WIRE DOWN TO GROUND BAR. 5 - N AS SUPPLIED i/■ I NO. DESCRIPTION DATE E02 2.GROUNDING KIT SHALL BE TYPE AND PART UMBER OR RECOMMENDED BY CABLE MANUFACTURER. � - 0 ISSUED FOR REVIEW ,6/30/17 #2 AWG SOLID - : - : 3.WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KIT.. - - = - TINNED COPPER(TYP) - COLD SHRINK SHALL NOT BE USED. . -.. TO EXIST. - - : CONDUITS - SERVICE GROUND DETAIL 4 - #2 AWG SOLJD TINNED SCALE:NOT 70 SCALE E02 . COPPER(TYP)TO EXIST. GROUND RING(TYP of 2) GROUNDING RISER DIAGRAM SCALE: NOT TO SCALE E02 - - - PROJECT NAME: CENTERVILLE 2 MA #6 AWG FROM NSTAR ELECTRIC CO. - -ANTENNA CABLE - GROUND KIT R/W#345,STRUCT.#199, _ - - - GROUND BAR ON 3 - TO ANTENNAS GRADE� WALL FLOOR OR ON ED2 LINES#136,115kV :ANTENNA TOWER _ 6'MA.SCH 40 INSPECTION 54 BAIRD WAY SLEEVE W/THREADED PVC COVER TX1 RX1 TX2 RV-� WEATHERPROOFING CENTERVILLE,MA 02632 - SITE FINISH GRADE _ - KIT(TYP.) . CADWELD - - COAX JUMPER GROUND KIT(TYP.) - DRAWING TITLE: . (TYP.) (SEE NOTE). CADWELD CONNECTION(TYP.) OOO 0�.'/ O 0 WEATHE CONNECTOR _ _ I , ^wG - - GROUNDING SCHEMATIC RING GROUND - - -SEE NOTE 2 - I I I NNA GROUND BAR, &DETAILS - #2 AWG BCW &2 AWG SOLD,'TINNED SOUD,TINNED COPPER GROUND WIRE SIMILAR TO DETAIL 3 WITHOUT PIGTAIL - ANTENNA CABLE INSUVQORS.BONDED DIRECTLY 1"x10'NOTCH SLEEVE FOR EXOTHERMIC WELD TO BE USED TO BTS EQUIPMENT TO TOP OF TOWER OR TOWER. PASSAGE OF RING WIRE. - WTTH:'#2 AWG BCW TO (TYP,) - '� MAINTAIN INTERIOR OF - BUILDING SER.GROUND OR - DRAWING NO: SLEEVE DEBRIS FREE. 'GROUND RING .TO ANTENNA .. #2 AWG GROUND ROD - - COPPER CLAD .. .SUPPORT PIPE E ---'-�BONDED STEEL 5/8'0x Y 5/6'COPPER CLAD �-GROUND BARS AT THE BOTTOM OF TOWERS/TOWERS" TO TOWER F _/^J 10'-0'LONG SYAINLESS STEEL GROUND ROD SHALL ONLY USE EXOTHERMIC WELDS. `O CONNECTION OF GROUND WIRE INSTALLATION OF GROUND TO GROUNDING BAR. TOWER . GROUND ROD WIRE TO GROUND BAR GROUND ROD 5 TEST WELL DETAIL B _ DETAIL 7 DETAIL B SCALE: DESIGNED BY:CJS LOGTION COCE . AS SHOWN DPAWN I?r:Nwc SCALE:NOT TO SCALE E02 SCALE:NOT TO SCALE E02 � - SCALE:NOT TO SCALE E02 SCALE CHECK.NOT TO SCALE� E02 CHECK'D BY:GRS 384936 PROJECT NO. : ORIGINAL ISSUE DAIS 96210,344 6/30/17 m EXTERIOR GROUND RING(OUTDOOR - .. 2"EMT CONDUIT - APPUCATIONS)OR#2 GREEN INSULATED STRANDED HALO(INDOOR APPLICATIONS) - - - - m F n 7/16"DIA lYP N CADWELD ®m %27 .. FIBER'LINES(BY OTHERS) - - GROUND(1#2 AWG CONTINUOUS COPPER veriz®n� (GROUND IF NECESSARY) #6 AWG GREEN INS.STRANDED - CONNDUCTOR)BARE,TINNED SOUD GROUND WIRE - - F3QGAtIS()BF,ifE'Y fi7]t19/S" ll m m m m m 3/8"DW TYP - SHINER NOT TO - .. .. ' m m m %4 r RADIUS EXCEED 1/8" RADIUS OF BOND CONDUCTOR WALL MOUNTING - H SIDES : SHALL BE9-0"'NOMIWrL/0�-6"23"z4"z1/4' BRACKET REMOVE INSULATION FROM WIRE SO AS : - MINIMUM:(TYP)GALV.STEEL B.AR Z BO TO EXPOSE Y4"BARE CONDUCTOR AFTER I CHAPPELL INSTALLATION OF TWO HOLE COMP.LUG - CADWELD CONNECTION 1#2 AWG BARE,TINNED SOLID OR 1#6BOON INSULATORENGINEERING AWC TO EQUIPMENT,GROUND BARS,ETC.). GROUND BAR ( - o A o .o - ® ASSOCIATES.LLC s/B" n x 1' or BOLT WITH 5/8" o 0 o o c c c o Civil•Structurai-Land Surveying --LOCK WASHER BURNDY YA2C2 TWO HOLE - EXTERNAL GROUND RING.TO COMPRESSION LUG(TOP.) - - EQUIPMENT,GROUND BARS,ETC. R.K. EXECUTIVE CENTRE I.SURFACE PREPERATION:ALL CONNECTIONS MADE TO BARE METAL ALL PAINTED SURFACES SHALL BE MADE BARE _ - 201 BOSTON POST ROAD WEST, SUITE 101 _ TO ENSURE PROPER CONTACT.NO WASHERS SHALL BE ALLOWED BETWEEN THE ITEMS BEING GROUNDED.ALL � � - MARLBOROUGH MA 01752 CONNECTIONS SHALL HAVE AN ANTI-OXIDANT AGENT APPUEO PRIOR TO INSTALLATION. - - - - - - - (508)-461-7400 2.'BUSS PREPERATION:ALL GALV:STEEL BUSSES SHALL BE CLEANED,POUSHED AND AN ANTI-OXIDANT APPLIED. - - - _ NO FINGERPRINTS OR DISCOLORED STEEL WILL BE PERMITTED. #2 AWG INSULATED COPPER � IF N'ENTRY PORT IS USED FOR THE - � _ www.chappellengineering.com 3.TERMINATIONS:ALL EQUIPMENT TERMINATIONS SHALL BE MADE WITH A BURNDY TWO HOLE COMPRESSION LUG .. GREEN STRANDED WIRE TO FIBER ENTRY,THE PORT MUST BE NOTE:ALL CONNECTION TO GROUND SHALL BE NON-DIRECTIONAL WITH 10-24z3/4"LONG S.S.SCREWS,NUTS AND LOCK WASHERS.ALL BUSS TERMINATIONS SHALL BE MADE WITH A EXTERNAL GROUND RING GROUNDED TO THE GROUND BAR WITH A#2 GREEN COPPER STRANDED WIRE. _ CAD-WELD OR BURNDY YC2C2 2 HOLE COMPRESSION LUG OR EQUAL.ALL INTERIOR HALO ATTACHMENTS SHALL BE: - - - - -- MADE USING A BURNDY YC2C2 COMPRESSION LUG. � SN OFq� TYP. INTERIOR & EXTERIOR GROUND BAR INTERIOR GROUNDING AT TELCO ENTRY NON-DIRECTIONAL SPLICE SCALE:N.T.S. _ _ SCALE:N.T.S. -__ _ SCALE:N.T.S. ... STEEL HARDWARE . TWO-HOLE COPPER COMPRESSION TERMINAL �A - _ - - - - GROUNDING CABLE - - _. - - - - -WALL ENGINEER/LAND'suT?vty6R DATE MOUNTING BRACKET - - .ELEVATION ITIS A VIOLATION OF LAW FOR ANY PERSON, - - A UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, GALV.STEEL BUS BAR - - MOLDED POLYESTER FIBERGLASS - - - TO ALTER THIS DOCUMENT. . - WALL MOUNTED INSULATOR(NEWTON) CABLE TRAY. - .. .. FIAT WASHER REVISIONS MOUNTING BRACKET - - _ STAR WASHER(TYP) -Yz"z1J'z"HEX BOLT NO. DESCRIPTION - DATE 0 ISSUED FOR REVIEW 6/30/17 THREADED ROD(TYP) FIAT STEEL SURFACE - GROUND BAR (GENERATOR,CABLE TRAY, - EXPOSED BARE COPPER TO BE KEPT. - CAMLOCK,GAS BOOSTER, TO ABSOLUTE MINIMUM,NO INSULATION KINDORF CHANNEL " CONDUIT,CONDENSER.ETC.) .. NUT(TYP) ALLOWED WITHIN THE COMPRESSION - - -rft TERMINAL �cn- - - - -GROUNDING CABLE - _ EXOTHERMIC WELD SECTION A-A (CADWELD) - - MOLDED POLYESTER FIBERGLASS - NOTE: GALV.STEEL BUS BAR CABLE TRAY MOUNTED COPPER WIRE INSULATOR(NEWTON) C2 AWG GREEN INS. - 1.'DOUBLING UP"OR"STACKING"OF CONNECTION IS NOT PERMITTED. - PROJECT NAME: - - - - 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. CENTERVILLE Z MA TYP, CADWELD #2 GREEN NSTAR ELECTRIC CO. BUS BAR MOUNTING TO FLAT STEEL SURFACE TYPICAL GROUND BAR CONNECTION DETAIL RAW#345,STRUCT.#199, SCALE:N.T.S. - - SCALE:NOT TO SCALE - --SCALE:N.T.S. . - LINES#136,115kV 54 BAIRD WAY CENTERVILLE,MA 02632 DRAWING TITLE: #2 AWG INSULATED GREEN COPPER. GROUNDING DETAILS 1/4"-20UNC x 1/2"BOLT(CU.)NUT - STRANDED WIRE(TYP) _ . &WASHERS(TYP) - - '1/4"LOCK WASHER.. -LT&BT-WO DOUBLE BOLT GROUND - DOUBLE CRIMP"0'TAP 0-) � (TYP) . 73/4"-1 LUG T&B#53027- _ _ I DRAWING N0: — . .. ry 1/4'NUT(TYP) 2 INSULATED GREEN 1l - _ E. OSTRANDED TAP(CU) #2 AWG'TINNED BARE COPPER _ 3 SOLID WIRE(TYP) G6 ENCODED,INSULATED . GREEN CONDUCTOR . - - SCALE: DESIGNED eY:CJS LOCATION CODE TYPICAL EQUIPMENT GROUND CONNECTION TYPICAL GROUND CONNECTION SPLICE DETAIL CABLE TRAY GROUNDING AS SHOW" DRAWN NNC BY: CHECK'D BY: 384938 PROJECT NO. ORIGINAL ISSUE DATE - SCALE:-N.T.S. - SCALE:N.T.S. SCALE:N.T.S. - 96210.344 6/30/17 - laP�aaucrlos K auulNcs`'im canAlttK-va ool 61/W ■rr■: a/se-p at UE To Hi1U[FR O>1EfAN0 YL pI'IIRNOR12E0 m N USED FOR An PMNEI, 1010, P%Et. " 117lk L MlACE I 9 C[FER rrE>rLas N aNAE �n AN •S M 90LTS, N:•AL.V. - !_ TYPICAL !� AND 2 MMSf1ER8 TYR �L . EA. PNr!): Era' (- ■ E 3'�•B KDOLTS.NUTS ; I f . E&FAN TYP $ a 1 Rio 2 U.eot.Ts.11lrrs L��c SMEL I� PANELM TY/j o A I / EM COFINER PIECE 01�ER�PIECES�L 20 a, �1 , � �,, 1r�.T1ac�aNEss �` •'' K KA CALK liiiE�1. 6':� VINYL L"m . � &.Nvz-yam'• 20 NI-. T1iCtOESS _ M E CArN11A8E BOLTS VINYL LINER QY f SERIES 700 6 750, warn u�Es a• — --�-- zo �a 7Ncw�ss 4 M OCTAGONAL CORNER I • . � �� v1NYL L INot �-�' e SERIES 800 a 850(90O OORNER 2 2 SERES 900 a 960 OORIVER) a w ,,► M GA GAL1L STEEL 3-%*Ip I L OMT5.NUTS P!D'm OF RMEI. 2 2 ? TYP CDR ER 4 ga GORIER PIECE ANEL D 2 V TYe V 2 2 ®DUWONAL IRACEftdvtx • PANEL�SEC ���.3EE Gi/2 • Li/B ?YtNCAL° •. M GA.NIALM ) E�GIYy STL OhER TTEYS G' e. ON1►t- ?A 1LL T)lpCtE A Nw I ►I NQ1 EA.NwwEL Elam • AG�UMSTEEL �[D 2 YINAB. NUTS 20 EL. —�-- EA. PANEL END' TYP VINYL LNEit V20 NIL.. 14 GA. SM ®) ( - PH CORNER PH t n L WATT / �10:AT SECT 7 '— Am AT sacr.?r • ®( f SEj+&-2'AND Wl. M 64. 6ALK STEEL �. n` OirER ITEMS 8 VNIYL UIEFi - PRNL 2�+! a SERIES 1000 & 1050 EL CORNER a SERIES 700 S 750 EL CORNER 6SERIES 7 T ANSERIES 700 STAIR CORNER a a n• •�--, 3mLl4vtwmL TYr'IC PAP14 S gEE SEA E IMiL-Ca+c DEpC 2 22 i/2'TYPICAL �- E NOMINAL J.2o WL. �- s foa ALtw�11� rE wNo sEcr Ism A�wr+t� ooPN�o 5. 3:or 4•r�L _L_ CONS OECK o C VINYL LNLRS V► SER c �•2 1L ►TS COPING _s7 -� SEE NSTALLATwN m8 • TYP :;; • _ PL�L = ►* Y BLOOM NOTE No B'= TEMCO E88 N07E:sEE SECT. .T- TYPICAL,EACH'; z...- xsa r IOi:TS NIJT$ LINER .1 ,DIAGONAL °rl_ rvumL EiND: • y'��f l;e ���_ •� . POLT%NRS:• ' FIORflONTAL 1V4■ i - - s'+�•i..i.. •. . 2'XI/4 CLIP ANGLE ��LE1iF1./NG -�- TYPICAL' * PLATE 6 CONC. aT (, GUTS TYP.; B ALLTiIEAD U s COLLAR N�DHEI- 14 GA.GALL STL l PANEL ROD TYB ATlDN. PANEL. .TYPICAL E1ND N► NOTE:ALL'�6ACff•1L rs GA:BALK $1'EE1 1/4 2 5-;ti'S M.BOW3.NUTS !4 GA.GALV.STEE1, Stl77NERy AND 2 TYR F4.LER PIECE IS:GA,GALK STEEL SERE RJW VIEW . gE • 6 £. SERIESa- P11NEL sEE sscr. 8DOLTL s Aeove j s-weoL ` }: I3/2 TYPICIY. �, NUTS NOTES TYPKJY- E%IL*I �•SX lam■ _� Ara RNER 0 PANEL END CARRIAGE BOLTS TYR EJL Pl�tEL am L aIa•�I aK-,�r.�- oa�arFxr`NCTEs z SERIES 600 & 1000 STAIR CO . 2 I - a14Nr�GANCAt1oLE L ALL NwtEI.sTm MI`;PDNLso FROM NAsetuA�coneoNNEr. TO I.TW NI►m 20 NL.THICKNESS ADo.f AfiiN A_I=! ■TtN AM A-OEI iI�111b0�t9-COATl10. BEINY M saas°d°NNorooNtAwISP00L oN A TYPICAL ■ 20.IE.TfiCOE,gg fi DEEP z ALL S17i+AMEBs frlNa. IMtlILYYs s01ks- VS.PEATiNINWI VINYL LINER .Lr2'yc2'xQglPm�) I VIfYL L iR CART siEFDER!AT P11Ar!ERACE!) AT ;OF PIANEL PER i flICa1L OF pomNO ARE ROLLlD FROM MATERW.COIMORl, TO"AWN A-3N� !.IMNITALL AN M t2/2 (ONITTTED POR TYPifJY. M.GA. •117f1I AN'AlTM A-1?s.at-MN @ N�u►tuls. � �TW m"Ott COLLAR Ar ni:aAs[or TN1 c �PN1�. EUD ) I GALV.' PAHE1. EI+D 2 P�tuteTot or t�NpepP�o/o��.pT�e Is slarll aI oeou�a1+Eet QXAC ELUIINATE 1M r DrU DtEOa 3 ALL IOLT3.Alm?MApm CppON�.s ARE N�M/ACRpp 3.IACxPitl lARTN P11EE OF OESRIS • a rI100 MlATpltAl G011O11MNC TO ASTN'A-3O7'dtUTf-AS6ifiA �N�IPEO Tp �L FILL 2 Mfl fRL m — — Y� aNC;,PLATC.IASTiII N� STAtOAfp> 110f mOL�IM s. LAVER SMALL ANOCAit N - SNALL NOT pQ W EiEJFDIAIEiS MCIWRIINR VAX=LEM _ PL1!PROP Rf="LMM I►YOIE Tma CAE I=. ♦ALLMdD®.,.ICNrTE iAT NTN ALLiAND COP I AT dl Pt�m�E RULJ. SLAP[ MAT FI10Y '1;.�t=eM• .:: ;iRUS),AN[CCKTEp Mrran UM NDT LLtt THAN 1/4 PER rL10G 2 31R"u TYP. TOP 6.BOT. 3■ ■6.Tles FOOL 11AO MOT elsll oEswlm Poe A SURCIIAItE LOND&L ►A--i 13L 901. j t1E11 OESMIL L E rM1SiaN N!r000 PSI CDIlIt }YE NL GRAM snt WOE (LBNELING PLJIT� FUM PRO A�Do FOOt luo ueE Ef]R NIIOO�iLL To LI1fT QCuwLEI►T L-B St 2 lI X 2 6ALY • a a d 1/2'�F4 RE rsuMea aoM.tD 3o rcF oR Lis. ��y+� ��y �►}� BE DISDILlm iV LICM9D,rAC M TRAMEO 1 11`n.iiiL. �wL.L .�1'FF �'A1 I T THE Poa NLlST TYPICAL WALL SECTION 2-o' s- :`U g-L 11 "'sTALL�A�NOVEa Nr urPENIAL Pools.IMC. FOR 2 Isla PANEL eirN AT MIR P)A&IUF1: � _ z=s- � I s) - �� Y verizonv 0 18 .FLANDERS ROAD, E WESTBOROUGH, MA 01.581 ENGINEERING _ULE MNN !�M ASSOCIATES LLCQUIPMENT SCHED C A _A (EQUIPMENT TO BE INSTALLED ON PROPOSED CONCRETE PAD AT GRADE) - ••ill"�)7•�_+I•'?;r<dl =-f t 7C1��rt�!'-#'j'tl1C)' CENTERVILLE 2 M L1 ONE(1)CHARLES INDUSTRIES BATTERY SA CABINET (PAR CABINET(PART#CUBE-PM63912MCI) \/ ONE(1)CHARLES INDUSTRIES BATTERY CABINET(PART#CUBE-BB48E1HN7)�, R.K. EXECUTIVE CENTRE., ONE(1)POLAR POWER DIESEL GENERATOR(MODEL#8220-603-D-15A7) 201 BOSTON POST ROAD WEST, SUITE 101. - ' - •ONE(1)INTERSECT INC.ATS POWER TRANSFER LOAD CENTER WITH INTEGRATED TELCO MARLBOROUGH,-MA 01752 9 - NSTAR ELECTRIC COMPANY =:., 5D ) 48 -Z400 •� CABINET MODEL#AA-CL-T-3S ONE / TELCO CABINET ) www.ch0ppellengineering.tom R/W #345, STRUCTURE #199, LINE #136, •115 kV. ONE(1)PCTEL AN BOX'(OUTDOOR RATED UTILITY CABINET) ONE(1)PCTEL GPS ANTENNA(MODEL#GPS-TMG-HR 26NCM) - - - THREE(3)LTE 700 ALCATEL-LUCENT REMOTE RADIO HEADS(813 RRH4x30-4R) .._ • - »'-- THREE(3)LTE 2100 ALCATEL-LUCENT REMOTE RADIO HEADS(B66a RRH4x45) C/1 BAIRD WAY - (UTILITIES/CABLES TO BE ROUTED UP TOWER) . _ OF f _. - - ` - �7�'F _ - -TWELVE(12)1%°COAX SIGNAL CABLES -- _ w - - - - THREE 13)RET CONTROL CABLES s . . - - (ANTENNAS TO BE INSTALLED ON TOWER) 'CENTERVILLE MA 02632 .,, � - - SIX(6)CSS X7CAP-485-VRO-IPB ANTENNAS(505k12.5'k7.1") - -,•4 BARNSTABLE COUNTY o41 PROJECT TYPE: WIRELESS'TELECOMMUNICATIONS a s ,INSTALLATION ON EXISTING TRANSMISSION STRUCTURE: ' SITE INFORMATION: VICINITY MAP SHEET INDEX ENGINEER�uNo su v oR DAT E e IT IS A VIOLATION OF LAW FOR ANY PERSON., ' W LESS THEY ARE ACTING UNDER THE DIRECTION SCALE: V=1000 DWG. DESCRIPTION. REV. UN 10 OF A'ucEr seo PROFESSIONA ENGINEER, •LAND OWNER: _ x WILLIAM F.SULLIVAN III TO ALTER THIS DOCUMENT. 54 BAIRD WAY ranberry �,s' -T01 TITLE SHEET 1 " '..'�. CENTERVILLE,.MA 02632 /fi _ I; O - �.. e- - _ •' - i r . .:r. GN01 - GENERAL NOTES 1� • " 'STRUCTURE& _ NSTAR ELECTRIC COMPANY ' _ ' •• .REVISION _ • i�R �� NO DESCRIPTION' DATE • - EASEMENT OWNER: (f/k/a BOSTON EDISON COMPANY) v � ,. 7 et! •-4. • '.C01 ,PROPERTY PLAN 1 ONE NSTAR WAY,SUITE210 - �•,f'� �.� b•Sti.' O w' - '' « Q�r CO2 PARTIAL SITE PLAN .. 1 0 ISSUED FOR REVIEW 6/30/17 WESTWOOD,MA 02090 - -r' -•4. �p• / - -pA • - F 'J •l'`; t ;•�• L01 - -LEGAL PLANS(LICENSE AREA&COAX AREA) 1 - 1- REVISED GENERATOR 6/1/17 . STRUCTURE OWNER SITE ID: 'R/W#345,STRUCT.#199,LINE,#136,115kV '1 - f� \1 •��»`• t t F� •7. i. G APPLICANT: CELLCO PARTNERSHIP •• 'C,'�51 - L02 LEGAL PLANS(UTILITY AREA&ACCESS AREA) 1 - (dba VERIZON WIRELESS) \� �ol� '1ii. ~�q�/ _I «;I `, j•, A01 EQUIPMENT AREA PLAN&SOUTHWEST SITE ELEVATION 1 118 FLANDERSROAD ' ., .:_` .. O ?.,:it'i' ••« :�'` .. '� I A02 SITE DETAILS • 1 ' WESTBOROUGH,MA 01581 � ��'�- 1 �' •� '� - � '` - . SITE ADDRESS: _ 54 BAIRD WAY p r' �A03R EQUIPMENT PAD PLAN&DETAILS CENTERVILLE,MA 02632 '-.1,/ O p - '; - »-ti A04 .RECONFIGURATION - 1 - 6a `jyi�l is k u ., * 41 PROJECT NAME: r COUNTY: BARNSTABLE •ir/i.? tr,. �4;-v C,,,,,,,,, .. {i i„.,., - ,�,� • •` ? � Sol LOADING DIAGRAMS,ANTENNA AND CABLE MOUNTING DETAILS ELEVATION 1 - " s> tr CENTERVILLE 2 MA LATITUDE: - _ N 41°-3V-57.16°(CENTER OF SE POLE OF STRUCTURE#199) 7 ,p"'�-U .._J, c I' - S02 ICE SHIELD FRAMING PLAN&STRUCTURAL DETAILS 1 ., yy NSTAR ELECTRIC CO. C LONGITUDE: W 70°-22'-05.45"(CENTER OF SE POLE OF STRUCTURE#199) �E01 ELECTRICAL DIAGRAMS&DETAILS - 1 R/W#345,STRUCT.#199, 5 ZONING CLASSIFICATION: .�� RC(RESIDENCE.0 DISTRICT). K' f d, .:Gran rry S.' t 1• •� 1! u'a E02 GROUNDING SCHEMATIC&DETAILS 1 LINES#136,115kV ZONING JURISDICTION: TOWN OF BARNSTABLE,MA R e{ E03 GROUNDING DETAILS 1 54 BA WAY - TAX ID PARCEL NUMBER: MAP 171 BLOCK 244 - ii' •1 ^1 (I `` ., - _ CENTERVILLE,MA 02632 ARCHITECT ENGINEER: _ CHAPPELL ENGINEERING ASSOCIATES,LLC - "';• T �\",,,,,• a•'j, lz 1'. -1•� Tt ,� ti, `�ri��. _ - .. - '' .. 201 BOSTON POST ROAD WEST,SUITE 101 _ 7 \C. I `1,, ,� fit^ bra e o ,, yfy MARLBOROUGH,MA 01752 �`.: ,� • r. Jt "` �n� r _r= �+ (� - DRAWING TITLE:. - s POWER COMPANY: ,NSTAR ELECTRIC COMPANY • ay" .JJ21, a. Iw ptt._.�.{. 1�`lt�+� 7 F3 DO NOT SCALE DRAWINGS :.ONE NSTAR WAY 1!. ➢ �,�JI• Z WESTWOOD,MA 02090 _ _ -"`t.. 7:.0 "}L}. Y• •� H .. .. (888)633-3797 J ""_•: .. �`23, '"- I, ti p - CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON TITLE SHEET O! ( ,1! •i: , .THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE ' TELEPHONE COMPANY: VERIZON JJJ It ;. 4`.,• L,�, I,,,f CS» , c `, )' �'• f - IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE - -185 FRANKLIN STREET "! ,UdI _ (I ""• RESPONSIBLE FOR SAME. _ BOSTON,MA 02107 - ' tl 1 ' o� yt I( ,, i5 � - BMfi (800)941-9900 :1-� �� .a. .Hatt ry • - DRAWING NO: a r 0 4ranber ._' PROJECT DESCRIPTION '- , _r 7 APB s. �• t� `-.r' _ •,"'�,'1..0 >x. _ _ DRIVING DIRECTIONS - -1. THIS IS AN UNMANNED AND RESTRICTED ACCESS INSTALLATION AND WILL BE USED FORT01 R C THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC • - - - WIRELESS TELECOMMUNICATIONS SERVICE. .. • - FROM WESTBOROUGH,TAKE 1-495 SOUTH. KEEP LEFT TO CONTINUE ON MA-25 EAST. TAKE EXIT 3FOR - »2. THIS FACILITY WILL CONSUME NO.UNRECOVERABLE ENERGY. t U.S.6 TOWARD BOURNE/HYANNIS.AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO U$-6 E/MAIN 3. NO POTABLE WATER SUPPLY IS BE PROVIDED STREET.CONTINUE ONTO US-6 E.TAKE EXIT 5 FOR MA-149 TOWARD MARSTONS MILLSEST - 4. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. AT THIS LOCATION. /W -. 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. SCALE DESIGNED 6f:cmLocnnoN coDE verizon, BARNSTABLE.AT THE TRAFFIC CIRCLE,TAKE THE 2ND EXIT ONTO SERVICE ROAD.TURN RIGHT ONTO OLD AS SHOWN DRAM IV`NWC ` • ; STAGE ROAD.TURN LEFT TO STAY ON OLD STAGE ROAD.TURN RIGHT ONTO NOTTINGHAM DRIVE.TURN CHECKD - PROJECT N0. ORIGINAL ISSUEE DATE. 384938 i LEFT ONTO BAIRD WAY.THE SITE WILL BE ON THE LEFT SIDE. - _ 96210.344 8/1/17 , GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES:' • 1.ALL CONCRETE WORK-SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318;ACI 336,ASTM A184,ASTM A185 AND THE - - 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS - CONTRACTOR-VERIZON WIRELESS - - SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE.A -OF THE NEC AND TELCORDIA. ..OWNER-'VERIZON WIRELESS .HIGHER STRENGTH(4000PSQ MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE OEM-ORIGINAL EQUIPMENT MANUFACTURER REQUIREMENTS 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY-SYSTEM AS REQUIRED TO SUPPORT RF AND -ver i zo n J - - TRANSPORT CABLING TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE,WELDED WIRE CONTRACTOR FOR APPROVAL. - FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL BE CLASS 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY ,SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE "B'AND ALL HOOKS SHALL BE STANDARD,UNO. - - ATTENTION OF CONTRACTOR. - n -• - THE NEC AND TELCORDIA. - - 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 4 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, - DRAWINGS: - - .CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAYRUNGS. REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH CONCRETE CAST AGAINST EARTH........3 IN. 5.EACH END OF EVERY POWER;GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE EXPOSED TO EARTH OR WEATHER: .. - THE PERFORMANCE OF THE WORK. - 86 AND LARGER..........................2 IN. - COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2'INCH PLASTID ELECTRICAL TAPE WITH UV- � � PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 85 AND SMALLER&WWF..:..:......IX IN. • •EXISTING INSTALLATION REQUIREMENTS. , - - SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER -OR NOT CAST AGAINST THE GROUND: 6._POWER PHASE CONDUCTORS(I.E.,HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR SLAB AND WALL...............:..........Y4 IN. ELECTRICAL TAPE ) . 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. - -.: - (3M BRAND,Ye INCH PLASTIC ELECTRICAL TAPE.WITH W PROTECTION,OR EQUAL).PHASE - RX-Em CMAPPELL BEAMS AND COLUMNS .........11¢IN. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS6. UNLESSNOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES, 5.A CHAMFER 3's SHALL'.BE PROVIDED AT ALL EXPOSED EDGES OF.CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 SECTION 7.-ALL ELECTRICAL±COMPONENTS SHALL BE CLEARLY LABELED.WITH'ENGRAVED IAMACOID PLASTIC LABELS. ENGINEERING AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 4.2.4. - :ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE ASSOCIATES,LLC - 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S - 'a - CONFIGURATION,POWER OR AMPACITY RATING,-_AND BRANCH CIRCUIT ID NUMBERS(I.E.,PANEL BOARD AND CIRCUIT ID'S). RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. - 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL'13E PER MANUFACTURER'S WRITTEN RECOMMENDED - - - C,ivit-StJvcturai-f...<.rxi S?;r", yirlg PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT B.PANEL BOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE _ 8.' IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR '.DEPTH OR AS SHOWN ON THE DRAWINGS,NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING - CLEARLY LABELED WITH ENGRAVED LAMACOID:PLASTIC,LABELS. R:K, EXECUTIVE CENTRE SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR.. HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE STAINLESS STEEL OR HOT DIPPED' g,ALL TIE WRAPS SHALL"BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP.EDGES. 201 BOSTON POST ROAD WEST, SUITE 101 GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL - - - `-MON POST ROAD MA WEST, S 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND T1 CABLES,GROUNDING - - - 16.POWER,.CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR _ CABLES AS,SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE 7.CONCRETE CYLINDER TESt.IS NOT.REQUIRED FOR STAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (508) 481-7400-. - EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE ,r(IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER;- ., ((�34 AWG OR LARGER),600 Y..OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE.RATED. WWW.chappellengineering.com ACTUAL ROUTING WITH THE CONTRACTOR. - .(A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE.SUPPLIERS'PLANT: - FOR';90-C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, - (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. -t - - UNLESS OTHERWISE'SPECIFIED. . 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. _ 11.SUPPLEMENTAL.EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL.BE SINGLE CONDUCTOR(#6 AWG OR. STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE'TO THE SATISFACTION - LARGER),600 V,OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE - _ OF THE OWNER. _ CONCRETE FROM EACH DIFFERENT BATCH8.AS AN ALTERNATIVE TO ITEM 7.TEST OP CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY SO YARDS OF RATED FOR 90-C(WET AND DRY)OPERATION;USTED OR LABELED FOR THE LOCATION.AND RACEWAY SYSTEM t�OFp(/ 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL- - USED,UNLESS OTHERWISE SPECIFIED. CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED 9:EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD 15 POURED,.UNLESS IT IS VERIFIED RT 12:SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE;SHALL BE SINGLE ' TO THE OWNER'S DESIGNATED LOCATION. CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN:ATTAINED. • ° - ,. - ^ - - - a' t .CONDUCTOR#3 AWG SOU TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED:; _ R _ D 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN-CLEAN CONDITION. STRUCTURAL STEEL NOTES: - •- ` _ ,13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI CONDUCTOR,TYPE TC" 't 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN:THE SUBCONTRACTOR - - 1.ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN.A000RDANCE WITH THE DRAWINGS AND VERIZON WIRELESS CABLE(}j34 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN=2,CLASS B STRANDED COPPER CABLE SHALL BE SOLELY RESPONSIBLE FORALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,.SEQUENCES,AND _ SPECIFICATION 25252-000-3PS-GET-00001 UNLESS OTHERWISE NOTED.STRUCTURAL STEEL SHALL.BE ASTM-A-36,UNLESS RATED FOR 90'C(WET AND.DRY)OPERATION;.WITH OUTER JACKET;UTTED OR LABELED FOR,THE LOCATION - PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. -OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN,INSTALLATION AND BOLTING SHALL BE INACCORDANCE USED,UNLESS OTHERWISE SPECIFIED. WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)°MANUAL OF STEEL.CONSTRUCTIOM.. 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACK FILLING - 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP STYLE,COMPRESSION WIRE LUGS AND TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS OR FINAL - 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND.AWS DI.i. WIRE NUTS BY THOMAS AND-BETTS(OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT'N0 ELECTRICAL CONNECTIONS'FOR ENGINEERING REVIEW. - 'WERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE RISC-MANUAL OF STEEL LESS THAN 75•C(90-C IF AVAILABLE). - CONSTRUCTION",9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. -^ -'1 5.CONSTRUCTION SHALL COMPLY WITH VERIZON WIRELESS SITES: -15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH - 16.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY,I 3.BOLTED CONNECTIONS SHALL.USE BEARING TYPE ASTM A325 BOLTS(%0),AND SHALL HAVE MINIMUM OF TWO BOLTS 'NEMA,ILL.ANSI/IEEE,AND NEC.. - _ ENG NEER�LAND SU V OR DATE - WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. UNLESS NOTED OTHERWISE. - - _ M. 16.•NEW RACEWAYOR CABLE TRAY WILL'MATCH THE EXISTING.INSTALLATION.WHERE POSSIBLE. + " SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 4 - n Is A,VIOUTION OF LAW FOR ANY PERSON, PROCEEDING WITH CONSTRUCTION, 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE%'DIA.ASTM A 307'BOLTS UNLESS NOTED OTHERWISE. - -.17. ELECTRICAL METALLIC TUBING(EMT)OR RIGID.NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40,OR ' UNLESS THEY ARE ACTING UNDER THE DIRECTION - - •!\., _ OF A LICENSED PROFESSIONAL ENGINEER, RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED ' 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY- � -5.INSTALLATION OF CONCRETE E%PANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED - To ALTER THIS DOCUMENT. � - SUBCONTRACTOR SHALL.NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT PROCEDURE.THE ANCHOR BOLT;DOWEL OR ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT INDOOR LOCATIONS.. MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN - DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILUNG 18...ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC _ APPROPRIATE MAINTENANCE WINDOW,USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT.- - HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN ORDER TO MAINTAIN CONDUIT-(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. REVISIONS MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL,EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT_ DIPPED NO, DESCRIPTION- DATE 18.SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH :.GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED.BY.RAMSET/REDHEAD OR APPROVED EQUAL, =-.19..GALVANIZED STEEL-INTERMEDIATE METAWC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE - LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY 0 ISSUED FOR REVIEW 6/30/17 WORK THAT COULD EXPOSE THE WORKERS TO DANGER..PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN ° 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON;PROJECTS REQUIRING STRUCTURAL � �20.RIGID NONMETAU-C CONDUIT(I.E.,.RIGID PVC.SCHEDULE 40 OR RIGID.PVC SCHEDULE 80)'SHALL.BE -TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. STEEL - USED UNDERGROUND;DIRECT BURIED,1N AREAS.OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN 1 REVISED GENERATOR 8/1/17 REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. - 7.ALL STRUCTURAL STEELWORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. - - - 21. UQUID-TIGHT FLEXIBLE METALLIC,CONDUIT(LIQUID-TITE FLEX)SHALL BE USED INDOORS AND. -SITE WORK GENERAL NOTES: SOIL COMPACTION NOTES FOR SLAB ON GRADE: OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.- 1l EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO E%POSE NATURAL SUB-GRADE AND PLACE CRUSHED STONE 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE AS REQUIRED. • - LOCATION USED. ,SET SCREW FITTINGS ARE NOT ACCEPTABLE. 2.ALL EXISTING-ACTIVE'SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE 23.CABINETS,BO%ES,.AND.WIREWAYS SHALL BEUSTm-0R LABELED FOR ELECTRICAL USE IN ACCORDANCE - - PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ' r DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS ENGINEER 15 ACCEPTABLE.- - WITH NEMA,UL,ANSI/IEEE,AND NEC. - AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE.WORKING CREW.THIS WILL INCLUDE BUT NOT BE UMITED.TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL FSAFETY D)TRENCHING&,EXCAVATION. 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION;THE'UNDISTURBED'SOIL°BASE SHALL BE COMPACTED WITH" 24.CABINETS,BOXES,AND WIREWAYS TO MATCH THE.EXISTING INSTALLATION WHERE POSSIBLE - PROJECT-NAME: 3.ALL•SRE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. "COMPACTION EQUIPMENT LISTED BELOW,TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN `� CENTERVILLE 2 MA C. - - DOWNWARD;SHALL BE,PANDUIT TYPE E(OR EQUAL);.AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R' NSTAR ELECTRIC CO. 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6°MINIMUM CRUSHED-STONE OR GRAVEL COMPACTED IN (OR BETTER)OUTDOORS.- DISPOSED OF LEGALLY. R/W#345,STRUCT.#199, 3°UFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100%PASSING#1 SIEVE. 26.'EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR 5..THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE STS EQUIPMENT AND TOWER AREAS. - - EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER)INDOORS, - LINES#136,115kV 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH.5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE - _ 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT COMPACTOR(SUCH AS BOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG BW 55E). OR NEMA 3R(OR BETTER).OUTDOORS - 54 BAIRD WAY BE PLACED IN ANY FILL OR EMBANKMENT. - - ,r AND SOFT AREAS THAT ARE ENCOUNTEREDSHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND - 27. METAL RECEPTACLE;SWITCH,AND.DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON- CENTERVILLE,MA02632 - COMPACTED AS STATED ABOVE.. - -- CORRODING;.SHALL MEET OR,EXCEED UL 514A AND NEMA OS.1;AND RATED NEMA 1 (OR,BETTER) 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO'A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE, -.' APPLICATION. - COMPACTION EQUIPMENT: 'INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. - - - . - - � � +- DRAWING TITLE: B.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE. - 1.HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 28.NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE SHALL MEET-OR EXCEED NEMA'05.2;.AND - WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. CONSTRUCTION NOTES: 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN.NECESSARY AUTHORIZATION FROM THE CONTRACTOR �q - 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT-COVERED BY THE TOWER,.EQUIPMENT OR I. FIELD VERIFICATION: ^ BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.. GENERAL NOTES DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN.THE PROJECT SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,VERIZON WIRELESS ANTENNA PLATFORM LOCATION AND ANTENNAS TO 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SPECIFICATIONS. BE REPLACED.- - _ - -DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY... - .. . 10.REQUIRED DURING C SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF - 2:COORDINATION OF WORK:. 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC REQUIRED DURING.CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES.FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. - ,`CONTROL AND ALL APPLICABLE LOCAL CODES. : DRAWING NO: 3.CABLE LADDER RACK: 32 CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO - _IT.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE VERIZON WIRELESS SPECIFICATION FOR SITE SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER,RACK,CABLE TRAY,AND CONDUIT AS REQUIRED .EQUIPMENT IS NOT BLOCKED. - - SIGNAGE. - TO SUPPORT CABLES TO THE NEW BTS LOCATION. GN01 - - SCALE: DESIGNED-BY:GRS LOCATION CODE - - - AS SHOWN DRAWN BY:NWC CHECK'D BY:GRS • - PROJECT NO. ORGINAL ISSUE DATE 384938 96210.344 8/1/17 MAP n/BLOCK 4 ^ ��////, , / I GENERAL NOTES: • o \ ,\ OfNISE A.MULLIGAN r. °r / ,108 ELIJAH CHILDS LANE ° o'r¢,' /. - - y 15• ' .= \ GENTERWLLE MA 02632 i ° 1. FIELD SURVEY DATES: 10/14/16& 1/11/17 - / • / •`\ // / 2. VERTICAL.DATUM:*: NORTH_AMERICAN VERTICAL-DATUM OF 1988• �,. MAP 171 BLOCK 248 \ 3 / verizon , 3. HORIZONTAL DATUM:. NORTH AMERICAN DATUM OE 1983 DAVID J.&MAUREEN C ✓ACOOOWSKI - y / ?for _ - (NAD 83) - EXISTING PROPERTY LINE OF SUBJECT \ 118 ELIJAH CHILDS LANE 3-,�/ / 4. SITE CONTROL POINT: CENTER OF,SE POLE OF EXIST.'CENTERVILLE,MA 02632 3 - TRANSMISSION STRUCTURE#199 tpRl (9 - PARCEL(TAX MAP#171,BLOCK 244),TYP. .\\` \ or sI)� / LATITUDE:N.41'-39'-57.16"(NAD'83) MAP 171 BLOCK121 ` LONGITUDE:W.70-22'-05 45"(NAb'83) i ,•1t... .,,,r ... - _ ah�'oTI, o .'17�7 .RAMIE Fl MITCHELL 5. LAND OWNER: WILLIAM F.SULLIVAN III � 9 '��` \ .:/ PO BOX 7270 54 CBAIRDENTERVILLE, WAY \ 3 MAP 171 BLOCK 247 CENTERVILLE, CENTERVILLE,MA 02632 .MA 02632 / - - - \ n// or o,r+`3 I ,,•, \ - / 6. APPLICANT SITE NAME: CENTERVILLE 2 MA - / •f, \ AL 128TELI✓AHTCHIDS LANEr05 °o'r 7 a�'X \\^ D _ _ - . SITE ADDRESS: - 54 BAIRD WAY 6 CENTERVILLE.MA 02632 CENTERWILLE..MA 02632 I \ i 8. APPLICANL - �CELLCO PARTNERSHIP CHAPPELL Vr � \ dba VERIZON WIRELESS)r 'a \ - : ENGINEERING ' o r ;, MAP 171 BLOCK 122 118 FLANDERS ROAD /': / ° -,� n/T �' - \ • - WESTBOROUGH,MA 01581 ANNETTE Y/.&DONALD J. \ 9' > " Q ASSOCIATES,LLC / \ - JURISDICTION: _ TOWN'OF BARNSTABLE.MA PRESCOT, \ c� ' 315 PRINCE HINCKLEY ROAD 10. TAX ID: MAP 171 BLOCK 244 C til!-rCJ'LtG tTL'2�•Z,.r217i4 fit./1!G'ylllt� Q10-O orl o o'r j' ,, _ CENT£RNLLE,MA 02632 11 DEED REFERENCE: BK.28255'PG 333 / MAP 171 BLOCK�246 - . �O• // / R.K. EXECUTIVE-CENTRE / MAP 171n�0GK 242 - �\ CIO q�FN 12. PLAN REFERENCES t TOWN OF.BARNSTABLE ASSESSOR/GIB MAPS 201. BOSTON:•POST ROAD WEST,SUITE 101 \/ MARTIN P.BAGLEY TR. KARC&LfSLEY JENNINGS /- Oh, �•�/ 13. ZONING JURISDICTION: RC(RESIDENCE C DISTRICT) MARLBORO_UGH;MA 01752 155 ELIJAH CHILDS LANE ) i 138 ELIJAH CHILDS LANE ® `/ ,\ Sq8 4B1 7400 - GENTERWLLf,MA 02632 a - - 1 3 14 ALL UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED ( ) CENTERWLLE MA 02632 j/ \\ / -/ d o a % _ \ FROM SURFACE EVIDENCE AND PLANS OF RECORD.ALL UNDERGROUND UTIURES www.chappellengineering.com - / SHOULD BE LOCATED IN THE FIELD PRIOR TO THE COMMENCEMENT OF ANY SITE �o' 3• I... r g - / MAP 771.BLOCK 123 \ a \ � WORK.CALL DIGSAFE 1-888-344-7233 A MINIMUM OF 72 HOURS PRIOR N` (. /\ -. j a,-'' // .I. . n// - \. _ •�z PLANNED ACTIVITY. - - OS � �'.:- \ / �"ram.� / '. THOMAS D.-&✓6�DlTH A \ MAP 171 BLOCK 245 /° ° T- GILDERr \ .15. THE PROPERTY ONES SHOWN WERE COMPILED'UTILIZING.TOWN�OF 84RNSTABLE �- _ - IJ /NIL \ - 3'•' ASSESSOR'S PLANS,RECORDED DEEDS AND PLANS OF REFERENCE AS ��Of t�r 1 1i .NOEL n t 323 PRINCE HINCKLEY ROAD - Y` / >` /• .; INDICATED.A COMPLETE BOUNDARY SURVEY WAS.NOT UTILIZED IN THE EL L pE I RO48 E N.&LEA M LYONS 3 mIn CENTERNLLE.MA 02632 , ./ N _ PREPARATION OF THESE PLANS. - .,.% l48 ELIJAH CHILDS LANE - o - r.- - • . - CENTERVILLE,MA 02632 • /13,ii`3/�SS viIry I - 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE-X(AREAS DETERMINED TO BE - / orS3 y A OUTSIDE�0.2R ANNUAL CHANCE FLOODPWN)AS SHOWN ON FLOOD INSURANCE � RATE MAP FOR THE TOWN OF BARN TABLE COMMUNITY PANEL 250010 MAP / ,/�b96� - # 3 0561J DATED 7/16/2014. ' 1231 - /. �a�iati� _ IBC/i / •% PROP.VERIZON PANEL ANTENNAS(2 PER SECTOR,TOTAL OF 6)M1 17. BEARING SYSTEM OF THIS PLAN IS BASED ON GRID NORTH.GRID NORTH WAS MAP 177 BLOCK 243 \ //�� /0�t(«�. 7 MOUNTED TO PROP.OF85 CLASS H-2 - \ ESTABLISHED FROM GPS OBSERVATIONS.IT IS NOT INTENDED TO BE AN EXACT - PROP.VERIZON 10•-0' // R>7 )(ION EMBEDMENT;74.5'AGL)REPLACEMENT WOOD POLE(TO REPLACE REPRESENTATION'OF TRUE NORTH, e e/DH CHRISPN£/W OKEEFE \ ph WIDE GRAVEL ACCESS �� -/ ��3 OSt(PRpp./ EXIST.WOOD PO ON EXIST.NSTAR TRANSMISSION STRUCTURE r �7 / % ) �,o(fnd) 156 ELIJAH CHILDS LANE .J ROAD OVER EXIST. / / (NSTAR STRUCTURE 19199 WITHIN NSTAR RIGHT-OF-WAY 345 - + LEGEND - - . . ,q ACCESS ROAD FROM GUY y CENTERVILLE,MA 02632. / '�' 444 lj , MAP 171 BLOCK 129'• A '� / , R,p' .PUBLIC R.O.W. -. , WIRE GUY n/t / '•.� 45 j (BAIRD WA / 3 _... I ALOSA- Y EXISTING ROW/EASEMENT . IZD\\ F / vo ( j� wIRE RicHARO✓&CAROL A ENGINEER/LAND SU V OR DATE ��. _ 'It•AA \o PROP.VERIZON 1/ ` ..,,/ - ` 3'-0�WIDE / r3 .I 333 PRINCE HINCKLEY ROAD PROPERTY LINE ' TI IS A VIOUTION OF TAW FOR ANY PERSON, UTILITY AREA 3 GRASS .�/ CENTERNLLf,MA 02632 _ • UNLESS THEY.ARE ACTING UNDER THE DIRECTION _o fndL /1� MAP 171 BLOCK 244 7 0 °ror�'T l I - — — — — — — — - •;ABUTTING PROPERTY.UNE OF A UCENSED PROFESSIONAL ENGINEER, y a¢ fnd)/ Yr P ..4 / .� ''' TO ALTER THIS DOCUMENT. nlf CB/D'y \ 'GRAVEL�. _..� W1LLlAM F. SUWViW lll- �3/r. •PROP. _.------ --- 'IXIST.EASEMENT., _ fnd 3\ DRI yr VERIZONGROUND LEVEL EQUIPMENT, - _ — — — — _ _ 2 3 ) - 0 54 BNRD WAY - �`Q "/ TO BE INSTALLED.ADJACENT TO EXIST.- PROPERTY OFFSET LINE REVISIONS CENTERNLLE, MA 02632 / r d, 3 / % NSTAR TRANSMISSION STRUCTURE#199 - -x x k W uP of BK. 18255 PG. 333 STEEL °roa /%//H P#56 ;, \ O. x : EXIST.CHAIN urvK FENCE NO DESCRIPTION' DATE # +`3 // - I • —0 O -0 O EXIST.STOCKADE FENCE 0 ISSUED FOR REVIEW 6/30/17 a -„1z31-a v� LAND AREA =241f AC. cnrE z a - WG MB' s\ 40 �d 2.5'LID GUARD - \. _ CB/DH _/'. WG or.4 ,�16 _ - - / i ZONING BOUNDARY .1, REVISED GENERATOR 8/1/17 _ V _ RAIL —2222y, HEAD�// '/ o°ro`'�HIE�. HEAD 'Bah 191�88' I MAP I7/BLOCK 175 ,L TOWN LINE 5,01!'45. GRASS /// 1 �'3� ��' /HEAD N81.3_p'46'W >_� n// V _.� --- EXIST.EDGE,OF PAVEMENT - Q. IR /// y� �.. .ELL EN MCSHANF ._ , ✓ - \ GRAVEL DRIVE"` HEAD///J4• `�/�RASS / p / • 343 PRINCE HINCKLEY ROAD \ k' i' OHw OHw •EXIST.OVERHEAD'UTILINES -- " o _ CENTERWLLE,MA 02632 - (( N- •���� \� „/O/ pT'-�^ 3, MAP 171 BLOCK 277 S801`45NCLCO BOX' \�,\ \\,� ,,���r ��.oro 1 O ', n/t _ 'oHw oHw PROP.OVERHEAD.UTILITIES Q ¢ A q _v,y f` ..- _ \Vf/�¢Q'/' ;./IR WILIAM F.SULLIVAN It/ /_ - VV'.. .T/E—T/E - T/E UTILITIES P: r- r 1 -JJ'- - k' I F.: 54 BAIRD WAY G CB HEAD o \ / CB/DH - o!� \\\ /' ?/ CEN7£RNLLE MA 02632 I MAP 171 BLOCK 126�' --< \ - �0., - EXIST.UTILITY POLE (fnd) •CB MB1e_,�'� �/ r a \�`° ytiP'' ,• n t � �' �' PROJECT NAME: 'R °rr„ `' IVILCIAM M.PLA YET AL 7P, OO DRILL HOLE 'CENTERVILLE2 MA' MAP 771 BLOCK too F \ \HEAD \ .o /jj �p / 17 WA STREET .r STONE CONC. BOUND o KYM L.&BRIAN D. READING'MA 01867 / NSTAR ELECTRIC CO. .. CLIFFORD} .,'1:`\ ,.\ !O 03 0� �`L. _ / - P r a o R/VV#345,STRUCT.#199, 10 COFF TERRACE i o CENTERVILLE,MA o2632 \a� F �r �o •/ ZONING REQUIREMENTS BLOCK 244 LINES#136,115kV HE D ,V I RC(RESIDENINE D 54 BAIRD WAY. RVI DFSCRvnoN. REDURED EfOmNG ,PROPOSED 02632 Jr - MIN.LOT AREA AC 412 AC. NO CHANGE r CENTE \ / ` \ /o •�$/�� ./• I _ DRAWING.TITLE: _ LLE MA \ I - MIN-LOT FRONTAGE 120' 2 95'd:C NO CHANGE V _ =✓ . MIN.LOT WIDTH 100" 953 NO CHANGE MIN.FRONT YARD SETBACK -. 20' 40't NO CHANGE Py o?ry / MIN.SIDE YARD SETBACK 10' 30't NO CHANGE �.q, ry;I PROPERTY PLAN "/o MIN-REAR YARD SETBACK To'- 110't 105'3 7y MAX BUILDING HEIGHT - 30' 65.1't .75.1't \ / / - /, 11, 3 .a O�� NOTES \ t,\ '1 or r�� / 1.PROPERTY PLAN WED ON.TOWN OF BARNSTA13LE ASSESSORS MAPS AND A 4. �/ \ °or \ - I FIELD VISIT BY CHAPPELL.ENGINEERING ASSOCIATES,LLC.ON 01/11/17.. $i // \ CB/OH di' / `I MAP 171 BLOCK 127 � 2.EXISTING/PROPOSED SETBACKS ARE TAKEN.FROM THE CLOSEST POINT FROM� � DRAWING N0: .� MAP 177 BLOCK 277 LOT l - _ AR� EQUIPMENT AREAS TO/ EXISTING/PROPOSED PROPOSED BUILDINGS ANTENNAS FENCED EO 3 fnd \\/ .. n/ � EX / / -. IREN£LUPO PROPERTY ONES. 3 � n/' 1 _ JOSHUA J.DAY \ 363 PRINCE HINCKLEY ROAD - - col 56 BAlRD WAY CENTRVILCE,MA 02632 - 3.ENTIRE PROPERTY PLAN SHOWN UES WITHIN RC(RESIDENCE C)ZONING _ \p / r.ENrERwcLE MA o2s32 \ DISTRICT. MAP"'BLOCK 728 SITE CONTROL POINT n// SCALE DESICNm BY.IBIS LOCATION CODE KETAN N.&SDNAL K PATEL PROPERTY PLAN CENTER OF SE POLE OF EXISTING TRANSMISSION STRUCTURE 199 DRAWN ev NNC - / o'r r•43 I -J79 PRINCE HINCKLEY ROAD SCALE: 1'=40'- # 1" - 40 CHECK D Rr.GRS \\ : NAD'83 LATITUDE:N.41'-39'-57.16" `0 or \ \ CENTERVILLE,,MA 02632 ' PROJECT NO. ORIGINAL ISSUE OAT" 384938 NAD''8 LONGITUDE:ELEVATION: 54.5.45` 0 20' 40' 80' 120' - � NAVp'88 GROUND ELEVATION:54.4'f 96210.344 8/1/17 � o / 1: GENERAL NOTES: r '15' `�^ , �! \ / ,�'o: 71 I. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION TUTS SHOWN SURVEYS' " qqzq v MAP 171 BLOCK 246 H/$' y J AND MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN 2 O5 \ KAR(&LEST£/Y✓ENNLNCS = s T' i 2. ALL DIMENSIONS SHOWN THUS 4 ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ver i zo n �l 138 ELIJAH CHILDS LANE / J / AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WffH •yp0 EXIST. J /; PROJECT OWNER PRIOR TO CONSTRUCTION. CENTERVILLE MA 02632. t RESIDENCE /,": ' / .7 //� ;r 3. NORTH ARROW.SHOWNON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OFPROP.VERIZON;PAN(1 ANTENNAS(2•PER SECTOR, .. -+ / ' CONSTRUCTION,ORDERNG OR FABRICATING OF ANTENNA MOUNTS,CONTRACTOR SHALL CONSULT WITH TOTAL OF 6) MOUNTED TO PROP.DF85'CLASS H-2 1 / PROJECT OWNER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. 4 (6�a gF /?0, (10.5' EMBEDMENT;74.5'AGL)REPLACEMENT WOOD 1.2 // 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS OTOq/ MAP 171 BLOCK 245 / POLE(TO REPLACE EXIST.WOOD POLE)-ON EXIST. A02 y/ ` AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE, \ - n// !;.NSTAR TRANSMISSION STRUCTURE(NSTAR STRUCTURE i. ,GRAY-// COUNTY OR LOCAL GOVERNMENT AUTHORITY. \ RONALD N.&LEA M.LYONS L"- $20 WITHIN NSTAR RIGHT-OF-WAY#345) 1 DR�FJ s� 148 ELIJAH CHILDSLANE -;.- - }� / d- o 5. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND .. _ CENTERNLLE,'MA 02632 / ) J�//_ 54 ERECTION OF RADIO ANTENNAS,TRANSMISSION LINES AND SUPPORT STRUCTURES. PROP.VERRON GROUND LEVEL EQUIPMENT °r 6. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE PROJECT . TO BE.INSTALLED ADJACENT TO XN / OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT •r.-- �\ l NSTAR TRANSMISSION STRUCTURE#20 A03 / OWNER SUPPLIED MATERIALS IS ATTACHED i0 THE BID DOCUMENTS(SEE EXHIBIT 3). ALL OTHER - � CHAPPELL \ /' / o HARDWARE TO BE PROVIDED BY THE CONTRACTOR.CONNECTION HARDWARE SHALL BE STAINLESS STEEL ' r.. 7. WHEN"PAINT TO MATCH'IS SPECIFIED FOR ANTENNA CONCEALMENT,PAINT PRODUCT FOR ANTENNA - ENGINEERING - PROP.VERIZON 10'X20'PARKING 5 / / / RADOME SHALL BE SHERWIN WILLIAMS COROTHANE II. SURFACE PREPARATION AND APPLICATION SHALL o'r g BE IN ACCORDANCE WITH THE MANUFACTURER'S'SPECIFICATIONS AND PROJECT OWNER'S GUIDEUNE'S. - EXISTING PROPERTY LINE OF / SPACE&TURNAROUND AREA A02 1►- ASSOCIATES,LLC SUBJECT PARCEL(TAX MAP / /,Sqf. // .� o TP#1 B. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR 'c"ILf;-�3tr/ctur6.+-t..arld°SLJYJv`-tjJing .f \ #171,PARCEL 224),TYP. /.- y50`O 6 1 IG:. / 3 PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE d/Nti' RESPONSIBILITY OF THE CONTRACTOR. R.K. EXECUTIVE CENTRE 9.- ALL UTILITY WORK SHALL BE 1N ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND 201 BOSTON POST ROAD WEST, SUITE 101 , r .._' ,'y \ / .. - - •`,+. C or / .,SPECIFICATIONS. M GH MA 0 52 ARLBOROU 17 . 10.ALL(E)ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED.IN THE WORK,SHALL '(SOS) 481-7400 EXIST. / BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SRALL BE www.chappellengineering.com (, RESIDENCE / - f RELOCATED'AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN - - y4S / MAP 171 BLOCK,243 7 f , EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHAM PROVIDE SAFETY TRAINING /• ", I FOR THE WORKING CREW. , / - / CHRISTINE W. OKEEFE- \. CB/DH j / 1$B ELIJAH CHILDS LANE \/• _ // I L',ALL(E)INACTNE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION' - " - \ >' / OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH (Ind) S j CENTERVILLE,MA 02632 / ' « .� UY r 3 / tH OF \3s 4 / / WIR r- WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY \o /// �/ \02 ENGINEERING. - \ MAP 771n1 BLOCK 244 ��/ UY 12.THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT,DRIVEWAY OR / T • \ L // ��AM F/S(ILLIYAN WIH GRAVEL,SHALL BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED AND COVERED WITH MULCH UNLESS ?y, OTHERWISE NOTED. 54 BAIRD WAY .. _ 0�0. /� �, �. —_ �.gA� 003�, .. - - - ' CEN7ERWLLE,.MA 02632 /12 •� i °r 3 or 13.THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN-SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES T •\\' Q\ �' �-q5j/ - BK. 2B255"PG. 333 0Fti / - / o'r DURING CONSTRUCTION. •;` \ \ y_ /i\1y12T .T ° LAND AREA=.2.41 AG. /"QPF /Jr / -14. PER FCC MANDATE,ENHANCED EMERGENCY(E911)SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS.FOR - 1 WIRELESS COMMUNICATIONS SYSTEMS.PROJECT OWNER'S IMPLEMENTATION REQUIRES DEPLOYMENT OF \ _ - EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAID,ATTACHED TO OR MOUNTED IN CLOSE PROX. j GRASS °o"Z� TO THE BTS RADIO CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS _ EXIST.UTILITY POLE#1231/4 ON EASE %f ,•q1,j-- TO E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. / SIDE OF BAIRD WAY ANTICIPATED TO BE O_ EMITS OF PROP. 10'-0'WIDE GRAVEL a / f RO / 15.THE TOTAL IMPACT AREA OF THE DISTURBED CONSTRUCTION SITE IS BOUNDED BY THE LIMIT OF WORK AS •VJY CB/DH / ��' ACCESS ROAD OVER EXIST.ACCESS h• /\ I- SHOWN HEREON.THE MAXIMUM AREA OF DISTURBANCE WITHIN THE LIMIT OF WORK IS APPROXIMATELY 6,660 - s UTILIZED FOR PROP. ELECTRIC AND FIBER //�/ (Ind) !:' ROAD FROM PUBLIC RIGHT—OF—WAY 11 /JAA / \r'3// SQUARE FEET.THE PROJECT IMPACT AREA IS BELOW THE EXEMPTION THRESHOLD OF 43,560 SQUARE FEET IN TELEPHONE SERVICES TO PROP:EQUIPMENT - pR' - A02 A// f j s 3 / Q r 3 ENGINEER/LAND SU V OR DATE `` >•-A-v`�AREA(EXACT DEFAILS TO BE DETERMINED /�yZ •(BAIRD WAY)FOR VERIZON'S ACCESS TO `7/ -• / °°'r - /_. 40 CFR PARTS 9, 122-724 AND THEREFORE IS NOT SUBJECT TO REGULATION UNDER THE EPA OR :`g, ; lSTATE-MANAGED NPDES GENERAL CONSTRUCTION PERMIT PROGRAM.THE PROJECT OWNER'S GENERAL IT IS-A.WOLATIN OF LAW FOR ANY PERSON, -,BY RESPECTIVE UTILITY COMPANIES , 04 PROP.EQUIPMENT/ECENSE AREA(TYPJ Y \ '.� CONTRACTOR SHALL CONDUCT ALL SITE DEVELOPMENiWORK IN A MANNER THAT DOES NOT.EXCEED THE: - NLI=55 THEYARE,ACTING UNDER THE DIRECTION PROP:VERIZON 3�-0' \ lL LIMITS OF WORK SHOWN ON THE PLANS.ADDITIONALLY,THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL - 1 -- ,J ,�r r� / �- '`' �• "'/(1 CONDUCT ALL CONSTRUCTION ACTIVITIES TN AL MANNER THAT DOES NOT.RESULT IN STORM WATER DISCHARGES OF A LICENSED PROFESSIONAL ENGINEER, - - _ GRAVEL WIDE UTILITY AREA OYP.) y' , V� ° 3 a r 3 WITH AN ADVERSE IMPACT ON ANY STORM WATER COLLECTION CONVEYANCE SYSTEM,WERAND.WATER BODY, TO ALTER THIS DOCUMENT. _ . _ I DRIVE «.. L02 ,0��,,,,= <n`'• j or. / h r \ ;.,L /. OR OTHER WATER RESOURCE AREAS.. G \. ,•'\ \ I. PROP.VERIZON ELECTRIC AND FIBER TELEPHONE SERVICE CONDUITS ROUTED UNDERGROUND /. .j�'r °r 1 .HIP 58 /) _ # REVISIONS EXIST. WITHIN 3'WIDE UTILITY AREA IYP. /':l•'..'! a/ \ -3 .. \ RESIDENCE ( ) i /f: " NO. DESCRIPTION DATE \ P##,z31 / r, LEGEND kj 0, ISSUED FOR REVIEW �6/30/17 • S"sv"'L!•l-lam � N)-T'�� (� �•`4i�.1. /ST✓;.Ff.�'oS� r� °r i ._ 6'0 - '"'�1' /47V - 15 0 "`'�4..4 G4i£/ ° / " 1 REVISED GENERATOR 8/1/17 WG a'•Cr' �+eT�18'0 ,. _ 15"0 / EXISTING ROW/EASEMENT :} \P� / 6••p / /.'`.(.�.' +� o. / PROPERTY LINE o _ / \1 { __ _ '"`" / `:02-- .S'�D GUARDRAIL d // j _ _ WG \�\..i� / 12"0 L 6/12"0 �- ��.GT� IR _ .,` . ;.. 5a,` l, — � .T HF1 ° IR ,>5:.'// - — —.— — — - ABUTTING PROPERTY LINE ... ..6,.P HEAD IR ..: , - "T- + ,W^ o. 78'0.; - fgod�: 3 / 3 HEAD y\..:`II EXIST.EASEMENT 6 A -. 18"0 -22.9�.. / o r 3 O �91.88' _. ROW OF ,GF:+Z 1}45"TJ 12'0' W,/f/ -"� 3 oo.e - I p 1HB` _ N81'3_O'461y - —.. _ _ _ — - PROPERTY OFFSET LINE. - / \ \; 9/12"�CMc7�y./ SHRUBS dW� —'SBO�, .�d_ ,Is ,,12„0 _ / J'r ..,i 3 3/ a °r I GO:✓ _ _ - .:\ \ 12'0 ROW OF / - ^ / r -x EXIST.CHAIN UNK FENCE. 'O \ - ARBORVITIES --,�' uc s"p t2"o // r' ° 40 PROJECT%NAME: 2`-� \12'd' '� :' �R' � 1 B"0 E FENCE _ 12"P / �.,� A, V _ EXIST.STOCKADE 4Ty 9,.� _.•„- GRAVEL \ GRASS.. / AD. (`' - vE T �� ` 7A, °r . CENTERVILLE 2 MA DRIVE ����� 15"0 r GRASS ZONING BOUNDARY "D y ( / 3 °r F� r� NSTAR ELECTRIC CO: °r'� °r'� / OF. / ' TOWN LINE ..—_ \ -{ \m (� 3'45"W TELCO� \��� / �HFAV£L�I _ .p 1\\ A. „°_. EXIST.EDGE OF PAVEMENT R/W#345,STRUCT.#199, ` s6o'1- \ EAD at• _s/ I � °?�� IR - LINES#136,115kV < .y�,� ' MAP 1 _ OVERHEAD - .,y.. .;. - •„ .;�// 12Y r � ..'Y✓w r'v�-v'r8rrry 15 0'P`. �\ �� '°r a�/ �. ` ('(A _.HEAD � 71 BLOCK 277 ' oNW OHw.. EXIST. UTILITIES ~`� / %ram r3 / °r / ° l� oew oHw PROP OVERHEAD-UTILITIES 54 BAIRD WAY _ W LIAM F.SULLIVANWAY. In CENTERVILLE,MA 02632 \. i \CB ,�,\ \•. \� /•/.' \ 54 BA/RD WAY " \ � IR �•'" r/E T/E T/E PROP.UTILITIES HEX o'Z a / °r as CENIFRV/LLf,MA 02632 - EXIST.UTILITY POLE DRAWING TITLE: MB\8• C.;\\ MAP•171 BLOCK 277 LOT 1 _ \}, // \ �\ °�dr r <. \ \ -_ •Y'_ "// / \\\ �.i' 3 °r HYDRANT \ ✓OSHUA J'DAILEY. - \/ IR\ -\� GRAVEL 56 BAIRD WAY { HEAD 3 / ':�/ DRILL HOLE p-T T-PLAN 7� /� \\ DRIVE CENTERVILLE,MA 02632 i\ or,� / I or F'_� '"-�.-:-,,.n A, PARTIAL IAL SITE T-L AN ❑ STONE/GONG.BOUND TELCO MANHOLE - r. OS SEWER MANHOLE WATER MANHOLE. IVE ® DRAINAGE MANHOLE DRAWING NO: _ t- 1 GRAVEL \ / ��/ l ,� 1 ❑ CATCH BASIN \'I DRIVE - _ IF , DQ GAS VALVE °r CO2'/•< t \ / °r °r ._: EXIST. .WATER VALVE \ \ �� � RESIDENCE . • ,PARTIAL SITE PLAN / '� , SCALE, DESIGNED BY:GRS LOCATION CODE WN SCALE: 1'=20' CO2 - 1 ZQ' CEcx DD BY: C 71 PROJECT NO. - OWGINAI ISSUE DATE 384938 0 10' 20' 40' -60' 96210.344 8/1/17 �� E�IJP�,NE \\ // ■ os / os / zon N,L vero r POINT OF PROP. 14'-0"x3O'—O" (420 S.F.) HTP�199 G t \ / BEGINNING HTP 199 \ NG LICENSE AREA— SEE DETAIL - POINT OF BEGINNING E. �uN Nj6 3'E ® CHAPPELL OPER g4 ( 0 S LICENSE AREA N .. 1 N / (tlE.l1NE) _ PROP. 1 I NSE A 0" 1 E GINEER G 341.15 / 42 .F.) L / �� ASSOCIATES,LLC PROP. 5'WIDE COAX t,t-R-`b t1'LrCfLrTFlf•l.�ar rc'?Sc;t i�G>,rin7 AREA DETAIL �. EA— SEE Q7� R.K. EXECUTIVE CENTRE : 201 BOSTON POST ROAD WEST, SUITE 101 CONCRETE y -.- tiP�h % CONCRETE _ y ^Q4 i' MARLBOROUGH, MA 01752 BOUND/ �:'q. .. HTP Sg 2"�, BOUND/ \ �. ohQ_ HTP�58 2�' (508) 481-7400 ' DRILL HOLE �� • 3p���, DRILL HOLE -,' �p•"� www.chappellengineering.com \ SIPcl vi OF O4 \ 4 & LINE O _ -: �Oc' PROPE�Tf LINE W 'qoo�` \ — ems\$\ A/ / r ery� \�oq / %/o�� ENGINEER/LAND SU V OR DATE IT IS A OF LAW FOR ANY PERION, VIOLATION .\O. / r— UNLESS THEY ME DIRECTION UNDER T DECTION $$B�\ / OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. \ DETAIL �� \ DETAIL , REVISIONS SCALE:1"=10' SCALE:3/16"=l'-O" NO. DESCRIPTION DATE • - - . - ' 0 ISSUED FOR REVIEW 6/30/17 " .7 REVISED GENERATOR 8/1/17 LICENSE AREA . �.. , Y .COAX AREA t SCALE:1" 30' 101 SCALE:1" 30' LO1 0• 15, 30, 60' 120' 0 15" 30' 60, - 120' - .- - - - -PROJECT NAME: CENTERVILLE 2 MA NSTAR ELECTRIC CO. R/W#345,STRUCT.#199, LINES#136,115kV '54 BAIRD WAY + CENTERVILLE,MA 02632 LEGAL DESCRIPTION OF LICENSE AREA • LEGAL.DESCRIPTION OF COAX AREA - LEGAL DESCRIPTION OF UCENSE AREA FOR VERIZON LOCATED OFF"BAIRD WAY:CENTERVILLE,MA" • LEGAL DESCRIPTION OF COAX AREA FOR VERIZON LOCATED OFF'BAIRD WAY,CENTERVILLE,MA"ON DRAWING TITLE: - ON A PORTION OF PROPERTY OWNED BY WILLIAM F.SULLIVAN III,REFERENCED AS TOWN OF - 'A PORTION OF PROPERTY OWNED BY WILLIAM F.SULLIVAN.III,REFERENCED AS TOWN OF PLANS n' ^^'� -BARNSTABLE ASSESSOR'S MAP 171 BLOCK 244. BARNSTABLE ASSESSOR'S MAP.171 BLOCK 244. L ' A CERTAIN TRACT OF LAND SITUATED ON LAND OF WILLIAM F.SULLIVAN Ill.LOCATED NORTHEAST - - A CERTAIN TRACT OF LAND SITUATED ON LAND OF WILUAM F.SULLIVAN III,LOCATED NORTHEAST - (LICENSE AREA& OF BAIRD WAY,IN THE TOWN OF BARNSTAEIU,COUNTY OF BARNSTABLE,COMMONWEALTH OF - OF BARD WAY,IN THE TOWN OF BARNSTABLE,COUNTY OF BARNSTABLE,COMMONWEALTH OF - - MASSACHUSETTS AND AS SHOWN IN THE CONSTRUCTION.DOCUMENTS ISSUED BY CHAPPELL .. MASSACHUSETTS AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL COAX AREA) ENGINEERING ASSOCIATES,LLC.,ENTITLED"CENTERVILLE 2 MA",DATED 08/01/17 AND REFERENCED - - ENGINEERING ASSOCIATES,LLC.,ENTITLED"CENTERVILLE 2 MA",DATED 08/01/17 AND.REFERENCED AREA) - AS"SHEET LOT"AND BEING MORE.PARTICULARLY DESCRIBED AS FOLLOWS; - - - AS"SHEET LOT'AND BEING MORE PARTICULARLY DESCRIBED AS,FOLLOWS; .. Beginning at a point,said point being N79'24'52"E 341.15 feet from a concrete bound/drill hole - Beginning at a point,said point being N76'33'32"E 365.84 feet from a concrete bound/drilllhole DRAWING N0: found at the west sideline of the property, found at the west sideline of the property, . - _ Thence,running N34'02'00"E a distance of 30:00 feel to a point; - Thence,running N34.02'01"E a distance of 13.75 feet to a point; Thence,running S55'58'00"E a distance of 14.00 feel to a point, Thence,running S5557'59"E a distance of 5.00 feet to a pant; -Thence,running S3CO2'0O'W a distance of 30.00 feet to a pant; Thence,running S34'02'Ot"W a distance of 13.75 feet to a point; L01 Thence,running N55'S8'00"W a distance of 14.00 feet to the paint of beginning. Thence,running N55'58'00"W a distance of 5.00 feet to the yoint'of beginning. " The Area described above contains 420 Square Feet of area more or less. The Area described above contains 68.75 Square Feet of area more or less.' - '� - - Also included within the above coaxial area is the portion of vertical coaxial area ascending the Transmission Structure to the proposed antennas mounted at o height of 73.0'd:AGL.Both SCALE DESIGNED BY:GRS LOCATION CODE coaxial cables and antennas are to be attached to said structure. AS SHOWN c�aco Rr c�s - - PROJECT NO. ORIGINAL ISSUE DATE 384938 _ • - 96210.344 8/1/17 _ CONCRETE LEGAL DESCRIPTION OF UTILITY AREA BOUND/ \ / 'LEGAL DESCRIPTION OF UTILITY AREA FOR VERIZON LOCATED OFF-BARD WAY,CENTERVILLE,MA" + , { ' : DRILL HOLE - 1 / • / ON A PORTION OF PROPERTY OWNED BY WIWAM F.SULLIVAN III,-REFERENCED AS TOWN OF . - _ /i•s- �. / BARNSTABLE ASSESSOR'S MAP 171 BLOCK 244 - ■ _ PROPERLY 1 +'3q9 / A CERTAIN TRACT OF LAND SITUATEDOFBA NS LAND CO WTY OF F.SULLNAN ILL LOCATED NORTHEAST per i zo n. OF 841RD WAY,IN THE TOWN OF BARNSTABLE COUNTY OF BARNSTABLE,COMMONWEALTH OF MASSACHUSEfTS AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL ASGIING ASS SHEET L02"ANDTBEINGL MORE TPARTICULARLY DESCRIBED AS FOLOLOWS/01/17 AND REFERENCED - N NgP E ry moo= NOE Beginnng at o point,said point being 51812'12"E 98.80 feet from a concrete bound/drill hole %yt TERRACE m /'� �\O found at the west sideline of the property; [C ?a a�, /// Of PROP- 14' 0.30'-0" G`O[.1 _ "' �Y / C�'f- (420 S.F.) LICENSE AREA S55'5800E Thence,running N78'29'OS"E a distance of 61.40 feet to o point; 21.001 Thence,running in a northwesterly direction.a distance of 23.10 feet along a.curve of radius ' • N34'02'00"E 534'02'00"W- ^y - - s 73.00 feet to a point; , " 24.69' 14.50' Thence,running S83'23'05 E a distance of 12.27 feet t .point; POINT OF N78'29'OS'E /"' Thence,running S55'S6'S3 E a distance of 30.46 feet to a point; - BEGINNING i p0 S55'S8'00'E 61.40' T 6 i^ Thence,running S55'34'37 E a distance of 57.74 feet to a pant; -��CHAPPELL N0000'00"E lV�•y6/ i \\ 7.00` • Thence,running N34'38'48'E a distance:of 57.74 feet to a point; PROP. 3'WIDE JI/ . g P - N18'15'14"W \ / 5.2$ // _ HTP 199 - Thence,running N51'12'19"E a distance of 10.34 feet to a - ..ENGINEERING .'UTILITY.AREA - \! 9 point; 3.02' \ i S83'23'OS"E N3T5T24"E ('�\ Thence,.running N35'34'25"E a distance of 58.49 feet to a point;' - •. .. H 12.2T -.a. 58.16 �./ - Thence,running N41'38'44"E a distance�of 26.88 feet to a.point; "+ % �/ .Thence,runningN3T57'24"E a distance of 58.16 feet to a point; ASSOCIATES;LLC S78.29'OSYI; \ / S55'S6'53'E N41'38'44"E \ 534'02'00"W P `4 �� 30.46' 26.88' 17.50' @3q5 Thence,running.N00'00'00"E a distance of 5.24 feet to a point; (.fLt.-:a G-L)C./Ur 3i L.,.2t)L1'Sar,,F'y ttt� 61.05 \ ROW Thence,running in a northwesterly direction.a distance of 13.66 feel along a curve of radius C\ ��/ - 00 23.00 feet to a point: ((( N3s34'zs"E c R.K. EXECUTIVE CENTRE �555'34'37°E , 53T5T24V1 _ N55'58'00'W s ZRI Thence,"'running N34'02'00"Ea distance of 24.69 feet to a point; ss.a9' 59 Ec - - 201 BOSTON POST ROAD WEST, SUITE.101 27.96' y .29'. 25.00'•• PR 6\- Thence,running S55'58'00"E a distance of 21.00 feet to-a.point; - '' I \ \\ N51',12.19"E `�� NS �. Thence;runnin S34'02'00°N'adistance.of feet to a point;. s MARLBOROUGH,'MA 01752 N83'23'OS"W \ _ S41'38'44'W S34-02-00-W TOE. _ 9 P ' 115$ \ 10.341� ^i 26.82' 21.69' p W Thence,running 55558'00'E a distance of 7.00 feet to a point; (508) 481-7400 I I I \\ N34'38'48 E //� O<ti`' Thence,running S34'02'00'W a distance of 17.50 feet to o point; www.chappellengineering.com • N55'S6'S31'I�.// 535'34'25"N' R=20:00, Thence,running N5558'00'W o distance*of.25.00 feet to.a point - - _ I I 29.72'1 \\ 57. � \8.74' L=11.88 - f' < +� \ Thence,running S3,V02'00'W a distance of 21.69 feet to a point g5j°12.1g^W SOO'00'00'E Thence,running in a southwesterly direction a distance of 11.88 feet along a cure of radius S511• \ '. 6.27' 20.00 feet to a point; : - \ Thence,running SOO'OObO«W a distance of 6.27 feet to point; L� r I N55'34.37'Wy \.1 �S34'38'48'W A .. - I�%N Of 30.94' 60.29, t \ 'PO,p TP b58 running S3 o,point H Thence run T5T24"'N a distance of.59.29 feet to , I \FR Thence,running S41'38'44 a distance of 26.82 feet to a ppoint;1V Thence,running 53534'251V o.distance of 58:74 feet too aunt;t Thence,running S51'12'19"Wa distance of,10.31 feet to a point; - _ Thence,running S34'38'48"W'o distance of 60.29 feet to a point; _ • - I. I ♦I - I - ,\ _ �' - Thence,-running N55'34"37W o.distance of 30.94`feet to a point; .. Thence,running N55*56'53W a distance of 29.72 feet to a point; I I I Thence,running N83 23'05'W a distance of 11.54 feet to a point; Op • I I - I m \ -�\ Thence,running.in a southwesterly direction a distance of 22.15 feet along af,curve of radius dV ,00 f et to a point; I I I. I `T - _! \ • - Thence,running 29'05 a distance of 61.0-fee t a point; Thence,erunn'n N18'15'14"V!a distance of 3.025 feet tt to of beginning; - - The Area described above contains 1,412.66 Square Feet of area more or less UTILITY AREA 1- ENGINEER/LAND SU V OR DATE - - - SCALE:1"= 30' LA2- - °_ - y R IS A VIOLATION OF LAW FOR ANY PERSON. enniii_• �,_- - ' _ UNLESS THEY ARE ACTING UNDER THE DIRECTION 0 15' 30'... 60' 90' .. ., .« ' '-' OF A LICENSED PROFESSIONAL ENGINEER, . ,y, ..:..; - _ TO ALTER THIS DOCVMENT. .. CONCRETE - / LEGAL DESCRIPTION OF ACCESS 'AREA BOUND/ / \ / LEGAL'DESCRIPTION OF ACCESS AREA FOR VERIZON LOCATED OFF'BARD WAY,CENTERVILLE,MA': REVISIONS -- _. DRILL HOLE ON A PORTION OF PROPERTY OWNED BY WILLIAM F.SULLIVAN III,REFERENCED AS TOWN OF - - _ BARNSTABLE ASSESSOR'S MAP 171 BLOCK 244. NO. DESCRIPTION BATE / 0 ISSUED FOR REVIEW 6 30 17 - PROPERTY A CERTAIN TRACT OF LAND SITUATED ON LAND OF WILLIAM F.SULLIVANSULLNAN III,LOCATED NORTHEAST / / K OF BAIRD WAY,IN THE TOWN OF BARNSTABLE,COUNTY OF BARNSTABLE,COMMONWEALTH OF 1 REVISED GENERATOR-- 8 1 17 MASSACHUSETTS AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS ISSUED BY CHAPPELL // ASGINEERING SHEEET.LO�AND BEING MORE OCIATES.ULC., PARTTIICUTARLY DESCRIBED AS FOLLOWS; AND REFERENCED _�j ,4„ = - -. - .: ,,..•�ID�C) - ` - <• Beginning:at a point,.said point being 516'12'17"E'101.82.-feet from a concrete,bound/drill hole / ! TERRA, Y Q /y o W Of 20 found at the west sideline of the property, GOFF L - C F Thence,running N7629'05 E a distance of 61.05 feet to a point; ' s // 420 RS.F. 14'-0"E 0-0 Thence,running in a northwesterly direction a distance of 22.15 feet along a curve of radius �� ,nu, 70.00 feet to a point; - - ( ) ,u: - ` POINT OF `"' •' .+ / "E Thence,running 583'23'OS'E a distance of 11.54 feet to a point; PROJECT NAME, • ". .v BEGINNING „'" / 1 - g00.00i .moo\' '•Thence,running S55'57'03'E a distance of 29.26 feet to a:point; � - • �p ;A' �pS Thence,running S55.34'37'E a distance of 32.75 feet to a point; CENTERVILLE 2 MA 4�. 'a^ HTP b199 - c Thence,•running N35'34'25"E a distance of 128.92 feet to a point; NSTAR ELECTRIC CO. ' S34'0700'W Thence,running N41'38:44"E a distance of 26.82 feet to a point; N1B'15'10.07' ��N)1 0' //, R 7000 / \ 10.00' Thence,running N3T57'24"E a distance of.59.29 feet to a point; R/W#345,STRUCT.#199, - �\ 6) 5;5�',\ L=2215 - f 4F- �' / R=10.00,_ - Thence,running in a northeasterly direction a distance of 11.88 feet along a curve of radius LINES#136,115kV S83'23'O5'E PROP. 10`'WIDE }T� L=15.71 A9 20.00 feet•too point; �9`gZ. �" i 29 i �'S55'S8'00'E 3 �. Thence,.running N34'02'00"E a'distance of 41.69 feet to a point So. \ 1154' .ACCESS AREA 59. - + 54 BAIRD WAY ,E�• � V� 5.00' Thence,'running S55'S8'00'E a distance of 10.00 feet to a point; - - A%� 5'S"I 24, S34'02'00'W CO',�- - Thence,.running in a southeasterly a rly direction a dis feet to a point; CENTER\AIRD.MA 02632 -�2 g3?/ jR\O Thence,runningp a southeaste direction a distance of 15.71 feet alonga curve of.radius. - - R=60.00,� � 26\�,W �- 10.00', \PR��,60 /" 10.00 feel to point;N55 - IL=18.99Lr.\c,��\; \ /�VVVVV /�SA\S�. R=10:00, 5.0058'001N �\OE CIS Thence,running g S34'02'00'W a distance of S55*58'00*E a distance of 50.00 eet.00 feet t to a po nk o a point; DRAWING TITLE: N83-23b5^N -\A \\ ��� i�� ,e L=6.62 ,r ° F ti�0 I Thence,running N55'58'00"W,a•distance of 5.0 ,feet to o point; /-�/� /� 9.10 "'V V E L=15.710 60�0 / Thence,.running in a southwesterly direction a distance of 15.71 feel along a curve.of radius LELa/-1L'PLJ-\NS I- I S00'00'00"E O - 10.00 feet to a point - / ' ' _ I \\�j�\ / `,LWg2\38.2�.,N - 6 2T • _ - ' Thence;running S34'02'00"N'.a distance of 1.69 feet to a point; a (UTILITY AREA& , R-10.00, 53402'00'W Thence,running in a southwesterly direction a distance of 5.94 feet along a u;o of radius L=5.94 169' 10.00 feet to a point .ACCESS AREA) I I I I \a o Thence,running SOO'00'00'E a distance of 6.27 feet to a point RpgF HTP�58 _ / Thence,running in a southwesterly direction a distance of 6.62 feet along curve of radius v I \ \•Pry - _ 10.00 feet to o point; Thence,running S37'57'24'1V a distance of 59.61'feet to a point; •\ 4f �. DRAWING NO •^ / - Thence,-running 541'38'44"lV a distance of 26.61 feet to a.point;'. n " I - • Thence,running S35'34'25W a distance of 138.19 feet to point;. • - Thence,running N55'34'37"W a distance of 42.55 feel to a point; I - ... N55'ST03'Y/a distance t I T e rannino 2682 feet to a point; , I ., • 1 .. e - _ \ - � Thence,running N83'23'05"l'I a distance of 9.10 feet to a�point; - - '� z _ a oulhwes along a curve of radius I running,in s ter; direction a di of 18 9 feet I ... Thence m stance .9.. 9 L02 60.00 feet to a point; , \ Po • I I I I ' \ / - Thence,running S7829'05'W a distance of 59.87 feet to a-point; , �f - \ - Thence,running N18'15'14"W a distance of 10.07 feet to the point of beginning; - The Area described above contains.4,566.60 Square Feet of area more or less. SCLLE: DESIGNED BY:CRS LOCATION CODE ACCESS AREA �1 As SHOWN CHE�o.�' ' , -• -SCALE:1"= 30' .. Ley , PROIECr NO. ORIGINAL ISSUEDATE 384938 ' • 96210.344 8/l/17 _ 0 15' 30'- 60' 90' II 3 120* 3 / '. verizionv (BETA SECTOR) 0 yo. I I .. ' o " I, I _ TTecrc f.,-.tt.'., .•.,u:,." .. ti o I • '� to a -MAN LINE CABLE CHART I SECTOR MAIN LINE CABLE TOTAL LENGTH '•. ���.' I I ALPHA (3 8 RET CONTROL CABLE() 100 t (V.I.F.) - - CHAPPELL \ - P I, N I - . o - - BETA (4) 1 "COAX CABLES& (1) 100'3 I F. I, .. I 3/8"RET CONTROL CABLE N" ) - .ENGINEERING. GAMMA (4)13§"COAX CABLES&(1) 100't (V.I.F.) .. Von ASSOCIATES,LLC - 3/8.RET CONTROL CABLE '; \ I / a BL 1 CJvii-Slt2retLrreaf L.kTrt';t;rvGs;r/t7 s 3 g R.K. EXECUTIVE'CENTRE 201 BOSTON POST ROAD WEST,SUITE 101 _ MARLBOROUGH, MA 01752 PROP.VERIZON PANEL ANTENNAS (508)-481,-7400 (2 PER SECTOR,TOTAL OF 6)MOUNTED - - www.chOppellengineering.Gom E>``lST TO PROP.DF85°CLASS H-2(10.5 - - \ kbt I, o j TRANSMISSION; 3_ 3 BSA �2 EMBEDMENT; 4.'AGL REPLACEMENT . cR VT EMBED 7 S ) _ r \ R\AD SIR,p799 0 0 o Az= 12 " WOOD POLE(TO REPLACE EXIST.POLE) .• . •\. I r - 1 ,PROP.MESA-$PAN TELCO I \ sa . \\ ,/ I 2 PROP.VERIZON 5 j Tr I - _ - - , - PROP.VERIZON PANEL ANTENNAS (,�. Or CABINET(EXACT DETAILS .� 1 .. \ _-yg$1 /_ '.I 1 ' : L01 WIDE COAX AREA oI. (2 PER SECTOR.TOTAL OF 6) r '?,TO BE DETERMINED BY I '� \' ,.3. l 13 I r, 3 ° 1 2 8 MOUNTED TO.PROP..-DF85'CLASS s , .I _ PROP.VERIZON (12)-11'0 COAX - _: TELEPHONE COMPANY) 1 I \ d I l I� I '.. I' .� _ SIGNAL CABLES ROUTED UNDERGROUND - 'A02 501 H-2.(10.5' EMBEDMENT;74.5' A02 WITHIN 14"0 CORRUGATED PIPE WITHIN - - AG L) REPLACEMENT WOOD POLE PROP.5'WIDE COAX AREA TOP F PROP.VERIZON 6 PANEL ANTENNAS -(T0.REPLACE EXIST.WOOD'.POLE) - ` I 0 O O P w EL= 129.5 t AMSL 75.1 t AGL c. - iy I /� PROP.VERIZON GPS ANTENNA o I j�TOP OF PROR.REPLACEMENT POLE 1 \\ r - ---.� a / I 3 MOUNTED TO PROP. ICE SHIELD.TOP = 8.9 f AMSL 74.5 f AGE _ ,`0{PROP VERIZON (6)PANEL ANTENNAS - - " A02 OF GIPS ANTENNA SHALL BE MOUNTED - - (73.0L)4 EL= 127.4'f AMSL PROP.GRAVEL- 5 \ y� -- -- --- _-- 2'-0"ABOVE TOP..OF ICE SHIELD. - .._ c - . • SURFACING C".) :A02 \ I J. I - �_ c 'I- \ - k to \ PROP.VERIZON"RRH UNITS(TOTAL OF \ / I s :. o \ _ -PROP.VERIZON.•- I I �� A02 6�MOUNTEO TO PRORUNISTRUT:RACK10'x20'PARKING I I _ \ sl .7= �'7 •• I. IN PROP. FENCED EQUIPMENT AREA I�OR OF£XlST TRANSMISSION STRUC7RE -'\ ° ! ENGINEER/LANDAV OR DATE IIIII-x � a \ SPACE& 'I \ X •J�''�"%/)�-;v _ I I EL=119.5't AMSL(65.1 f AGL) _. _ EXIST. STATIC WIRE(TYP. OF 2) ,TURNAROUND AREA 'I�\ 9 ;' PROP.VERIZON.EQUIPMENT J r.. ,�.�"�,'/' 1 2 EXIST. STATIC LINE " EXIST. • - , •R IS A.VIOLATION OF LAW FOR ANY.PERSON. - .. 1 „I• -'\ ::7:'•:.� n I \ qp3 CAB401NETS,ON PROP. PAD• D• ; EL. =118.4'3 AMSL(64.Ot AGLf 'TRANSMISSION - t �'- UNLESS THEY ARE ACTING UNDER THE DIRECTION D, . PRDP.2DOA ELEGTRIG 1 ' I J 1 �, I ( ) •) i $7R.17199 s OF A LICENSED.PROFESSIONAL ENGINEER. ON PROP. E01 I\ I s I T PROP.6'HIGH-CHAIN LINK FENCE WITH - TOP OF EXIST CROSS ARM' PROP.VERIZON(12)-1'�"0 COAX SIGNAL TO ALTER THIS DOCUMENT.' '. Fi UNISTRUT RACK _ -I i a ! .EL.-=11z.2'3 AMSL(5Z6t AGLf 9 CABLES ROUTED UP ALONG FACE OF. \ A02 GREENHEDGE T1PE.PRIVACY SLATS 8 I '\ I I ° - EXIST.TRANSMISSION STRUCTURE ON'. - REVISIONS PROP. 6 0 CONCRETE FILLED i PROP.VERIZON 11'-10'x19'-10' - - - _' .�•.' I. � ,-. PROP.T-BRACKET SUPPORTS � - - •. STEEL BOLLARD(TYP.-OF'4) A02 \'_ .l- r\ 1-5 (235t SF)METAL DECK ICE SHIELD - I ' I / L r^ ' F �. S02 SHOWN TRANSPARENT FOR CLARITY),, Exisz CONDUCTOR IaREs wE,p136 - , _ N0. DESCRIPTION DATE PROP.ELECTRIC TRANSFORMER: / °d ( EL =106.2t AMSL(5/.B't AGLf 115KV LINE 136 LINE 136',,. - • r -�- - ---_ �• I l� ABOVE PROP. EQUIPMENT /f >:" - 0.' ISSUED FOR REVIEW 6/30/17- .. :(EXACT DETAILS TO BE DETERMINED r---I- -'-a.-'- \ i- // -::..'.:•. `.V' I •- '` .. _ \ s i s.:-• :} f �7 N _ llSKv�' 1I5Kv PROP. DF85'CLASS H-2 '. .. BY ELECTRIC UTILITY COMPANY) I � .~�uc}tE/Y •--•uc //o AAA �,.:r: ''c t��z� PROP.VERIZON 15 kW BACK-UP DIESEL\\ ExiSzGurKnRE ATTACHMEN>- - 1 REVISED GENERATOR 8/1/17 I I 1 •_ /� :;'`'•." I 10.5- EMBEDMENT:74.5'AGL REPLACEMENT \-_- ,�� - 34 GENERATOR WITH 54 GALLON INTEGRATED EL:=102.9•t AMSL(485't.AGL) PROP.VERIZON z-- v _ - I 'r --.\ 3---- -7T-. - A03 DOUBLE WALL(UL-142)DIESEL FUEL TANK .WOOD POLE(TO REPLACE.EXIST. POLE) - 12'-0"x20'-0" .. o ,I. .f /.../ �= I MOUNTED ON.PROP.EQUIPMENT PAD-- - EXIST CROSS BRACING . (240 S.F.)REINFORCED 8 .I I' . ..\ ..II'- -.' / I: y'. I ePROP.,ADDITIONAL CROSS BRACING PER ' - j CONCRETE PAD LOCATED sot: I I .� .L. -.�f-. r:/ _.'3 I g 1. LIMITS OF VERIZON'S PROP.14'-O"x3O'-0" - _ - • "EVERSOURCE C-112 SPECIFICATIONS - - 1 WITHIN VERIZON'S I L I !.. p ' oz d o L01 (420 S.F. LICENSE AREA STEEL 19Fr-ST5WF10.5 NIMO- - ,- .� LICENSE AREA I C f x L I/ ( \ I ) / PROP. TO PROP.UNISTRUTOPACK 6 ) - . PROP.VERIZON 11'-10"x19'-10 \ \ .I. - - .i P WITHIN PROP:,FENCED EQUIPMENT AREA A02 ._ .(1-5 `- �. I I •. `.-- �' . !I \.. ♦ A02. PROP.VERIZON 4' MAN GATE 'r' S02 (235t SF)'METAL IPMCK TICE.SHIELD . ABOVE PROP. EQUIPMENT PROP.200A ELECTRIC METER 1 PROJECT.NAME - . of PROP.EVERGREEN PLANTINGS ,v ON PROP. UNISTRUT RACK. E01 34' GENFRATOIZWTTHON IS4 GALLON INTEGRATED CENTERVILLEZ"MA \' ..I �2. (TYp.0 5'# O.C.) (SHOWN i - A03 DOUBLE WALL(UC'142)"DIESEL FUEL TANK. - .. L-__\ -•--- SCHEMATICALLY) PROP:MESA SPAN TELCO CABINET MOUNTED ON PROP.EQUIPMENTS PAD- NSTAR ELECTRIC CO: m I t I noz I T` _ R/W#345,STRUCT.#199, o PROP.ELECTRIC TRANSFORMER PROP.VERIZON GPS ANTENNA 3 MOUNTED TO PROP. ICE SHIELD.TOP F o I PROP.VERIZON / _ - go g \ o�- r PROP.'6"0 CONCRETE FILLED '8 LINES#136,115kV { I I 10'-0"WIDE GRAVEL / ,� STEEL BOLLARD 4 TOTAL A02 2' GPS ANTENNA SHALL BE MOUNTED 54 BAIRD WAY I ACCESS ROAD WITHIN - ° I/ _ L _ ( ) A02 2'-0'ABOVE TOP OF ICE SHIELD: - ! 14'-0" - X t 2 PROP.VERIZON EQUIPMENT CABINET$ON PROP. t0'-D WIDE Fo. A s s CENTERVILLE,MA02632 LICENSE AREA Y //A 9 AD - .-PROP.VERIZON 3'-0'WIDE 1 I,. I .ACCESS AREA/ I - _ TI - - ( ) PROS.EVERGREEN PLANTINGS A03 PROP. 1Y-0"z20'-O'CONCRETE P UTILITY AR EASEMENT EASEMENT .> EXIST. EXIST .\> r } (T\PJ(SHOWN SCHEMA CALLY) A02 .. EA/ (TYP.) L02 OVER EXIST.ACCESS GUY h -ANCHOR 'DRAWING TITLE: I C I I _ _ C_ �- h\ TOP OF PROP. ICE SHIELD 7 - PROP. 6' HIGH CHAIN LINK FENCE WITH " I I.. ROAD TO EXIST. 1 `�ANCHOR µIRE `, /- Q c To =64.8't AMSL(10.4't.AGL) A02 GREEN HEDGE TYPE PRIVACY SLATS ' 9 PUBLIC RIGHT-OF-WAY,, - EQUIPMENT AREA PLAN& - I I (EASTERN SIDE OF , TOP OF CHAIN LINK FEN CEn' 1 BAIRD WAY) \ Z ,z Z Z Z EL 6,4't AMSL(7.0•f AGL) SOUTHWEST SITE - ELEVATION EXIST GRADE LEVEL PROP.VERIZON ELECTRIC AND FIBER \\ \\I: .\\ Q \}, _ /' •• 3 s EE _54.4t AMSL(0.0"AGL) TELEPHONE SERVICE CONDUITS \ I\ .\ I A01 - - I I - DRAWING N0: ROUTED UNDERGROUND FROM PROP. 5 \ I \ - SERVICE'CONNECTIONS(ALONG BARD E01 \ \° `� ice/ a-•AT NO POINT SHALL GREATER THAN WAY)WITHIN PROP.3'WIDE UTILITY \V \\ <.s , AREA(SEE SHEET CO2 FOR I 2 FIFTY(50)GALLON$OF DIESEL A01 I\ FUEL BE PERMITTED TO BE CONTINUATION TO BARD WAY) / PRESENT FOR USE BY GENERATOR 5 \ Ir 'S NOTE: - 't IF Exlmrlc COUNTERPOISE Is FOUND To BE LOOKING TOWARDS SUBSTATION #920 OAR STREET . BROKEN OR DAMAGED,IT SHALL BE REPAIRED ' - SGNE: _ OR REPLACED BY THE CONTRACTOR IN EQUIPMENT AREA. PLAN t DESIGNED BY: B LOG ON CODE ACCORDANCE WITH NSTAR STANDARDS AND SPEC. SOUTHWEST SITE ELEVATION' .2 - A$ SHOWN URAwN.BY'.NMC - _ IF COUNTERPOISE IS ENCOUNTERED DURING - SCALE:3/16'= 1'-0" Apt - - 'SCALE:1/a.= V-0" A01 CHECK'D BY:ORS CONSTRUCTION WITHIN THE LICENSE AREA, - PROJECT NO. ORIGINOL ISSUE DATE 384938 - RELOCATE OUTSIDE OF THE LICENSE AREA 0 5'-4".- 10'-8" 16'-0" - - 0 8'-0' 16'-0" 24'-0" - 96210.344 8/1/17 - - . - 3'-0"TRENCH _ PROP.VERIZON PANEL ANTENNAS (2 PER SECTOR,TOTAL OF 6) 1 0 FINISHED GRADE,AC OR CONC MOUNTED TO EXIST. A02 c�b _ PAVING MATCH,SLOPE& TRANSMISSION STRUCTURE#199 H II VERIZON THICKNESS OF EXISTING PROP.2'SCHED.40 GALV.� GPS ANTENNA(PCTEL P/N -.,�... _ ,. ■ „ „ q PIPE MAST.PIPE SHALL CUT GPS-TMG-HR-26NCM)H .. z _ _ _ ver z��� AS REQUIRED TO MATCH HEIGHT � DOWN TILT ASSEMBLY OF ANTENNA(TYP.OF 6) UNDISTURBED(TYP.) COLLAR BRACKET --- - MOUNT KIT(BY PCTEL) COMPACTED BACKFILL PER THEDESIGN AND - PANEL „ - ° SPECIFICATIONS F RRUCTION FMTHWORK ..J._.st.w ..,.�t<.... ANTENNA SCH.40 x 18' ENNA - MIN SS OR GALV PIPE— PIPE CONCRETE _ PIPE MOUNT- "+ " _ O • LEAN CONC DUCT PROP.MONOPOLE T-ARM BANK RED COLORED _ PANEL ANTENNA DIMENSIONS(TYP.OF 6): (SITE PRO 1 PART 50.5"H x 12.5W x 7.1"D $LIDS-NP OR EQUAL) - - ANTENNA CABLES TO BE _ SR-G.VpP BE?q CORRUGATED(N 14"0 CULVERT PIPE �SFp MR CHAPPELL77p PSR DE GALVANIZED STEELPROP.NUTNOTE:PROVIDE PROPER BENDING RADIUS FOR.PIPE ENGINEERING SHIM PLATESAS REQUIRED PROP.-PIPE TO PIPE CLAMP AS REQUIRED BY THE COAXIAL CABLE MFR.PROP.DF85'CLASS H-2 REPLACEMENT - FOR SNUG FIT OF RING PROP.LOCK NUT -WOOD POLE(TO REPLACE EXIST.WOOD POLE) MOUNT AROUND POLE (ANDREWS P/N: BC-20-10) - ASSOCIATES, LLC PROP.12.7—X254— PROP.ICE SHIELD POST Civil-s1ructufa1•Land Surveying THREADED ROD TYPICAL BURIED COAX CABLE DETAIL - R K. EXECUTIVE CENTRE N R- E MOUNT ANTENNA IN'ACCORDANCE DANCE WITH - _ SCALE.NOT TO SCALE A02 MANUFACTURER'S RECOMMENDED PROCEDURE +(TOWER PLAN VIEW @ 73.0't AGL) • - 201 BOSTON POST ROAD WEST, SUITE 101 TRUE NORM MARLBOROUGH, MA 01752 PANEL ANTENNA WITH -DOWN—TILT ASSEMBLY cSDB> 4a,-74°° ANTENNA- MOUNTING PLAN 2 www.chOPDelleDgineeTlhg.cGm SCALE:NOT TO SCALE A02 SCALE:1/2"=1'-0" - A02 -'CRUSHED STONE, _- 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A-STANDARD 1"-1Y.' DIAMETER MIN.2"THICK 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 �'CRUSHED STONE 75TM. _ OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. THE CUT PIPE C3 3 SIZE NO 57-, * # END SHALL BE.DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET MIN 4"THICK - - ATTACHED TO THE ANTENNA MOUNT.- - FINISHED GRADE .. - zt- o ,— `� ' GPS M DODO°°° SCALE.N.T.S.0 N TI N A� ,w,w,wv,, w,w,:vvwvw,w U G'DETAILSAI 'thturv"' o.. 10'-0" MIRAFI 600X GEOTECH ` SCARIFY AND COMPACT TOP . .e7ep 4'COMPACTED RECLAIMED-BITUMINOUS FABRIC;.OR APP'D EQUAL 6'OFIXISTING GRADE CONCR - - ETE SURFACE COURSE (__SLOPE 1/4'/Ff. Fi_PE 1/4'/ 1: _ m TYPICAL GRAVEL YARD DETAIL t� 4 SCALE:3/4"=1'-0" A02 ENGINEER/LAND'SURVtYdR DATE • " w .EC \/\\%\%\\%\.��\/\%�\\\%\�/�\\���\ \\\�\���/\��\\ \%\%\\%��� .O 8" 1'-4" 2'-8" -4• R IS.THEY'ARE CT LAW FOR ANY PERSON. { - UNDISTURBED GROUND 8'CRUSHED GRAVE(. w UNLESS THEENSE APR F UNDER.THE WEER, ALCATEL—LUCENT ALCATEL—LUCENT - COMPACTED SUBGRADE (COMPACTED IN 4"LAYERS) OF A uceN5E0 PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.° B66o RRH4x45 B13 RRH4x30-4R REVISIONS TYPICAL GRAVEL ACCESS PLANTING ' NOTES, Ns RAB LIGHTING-FFLED18DC JAWS REMOTE RADIO HEAD UNIT LTE 700 REMOTE RADIO HEAD UNIT DRIVEWAY CROSS SECTION : _ 11 - 1. WATERING SAUCER SHALL BE FLOODED TWICE" NO. DESCRIPTION DATE 18W DURING THE FIRST 24 HOURS AFTER PLANTING. BRONZE • - - - - SCALE:1/2"= 1'-0' A02 0 ISSUED FOR REVIEW 6/30/17 '. - DIMENSIONS: 25.8°H x.11.BV1 x 7.2°D DIMENSIONS: 21.2'H x 11.971V x 7.18'D - ;..:. , - WEIGHT: 56.8 LBS WEIGHT: 62 L.BS±(INC.MOUNT) • 2. TREE SHALL BE SET PLUMB. 1 REVISED GENERATOR =8/1/17 a MOUNT IN PER MANUFACTURER'S - - , j SPECIFICATIONS - - r 0 1' 2' ' 4' -6' .. 3. DO NOT CUT LEADER. . - CL PIPE AND FOOTING - - - TYPICAL.LED FLOOD LIGHT DETAIL TYPICAL -RRH UNIT' -DIMENSIONS�. ROUNDED CONCRETE GAP , P PERIOD SHALL BEHMPL IMPLEMENTED BYyVERR ON , 4. - R SCALE:N.T.S. A02 SCALE:N.T.S. _ - A02 - - - TANDAKE U THE OWNER S ENSURE THE PLANTS WILL TAK - _ E ROOT AND SURVIVE. . 6"0 NOM.SCHED.40 GALV. 5. PLANTINGS SHALL BE AT A.SIZE RANGE ! . STEEL PIPE SLEEVE BETWEEN 5'AND 6''WHEN FULL GROWN AND .. ,.; PAINTED YELLOW SHALL BE 5 f 0_C PROJECT NAME \ CENTERVILLE 2 MA 45 EXTENSION ARM - ,_ 1, -FILL STEEL PIPE SOLID / 2 BARK.MULCH(PULL BARBED WIR 1 5/8"0 PROVIDE DIAGONAL ADJUSTABLE RIDE AND - I: wITH CONCRETE. BARK MULCH Awnr NSTAR ELECTRIC CO € TOP RAIL TURNBUCKLE ASSEMBLY AT ALL CORNERS 1. INSTALL FENCING PER ASTM F-567,SWING GATE PER ASTM .I i" - / FROM TRUNK OF TREE) R/W#345,STRUCT.#199, - \ - F-900. - ' PITCH TOP OF FOOTING ALL / ^; LINES#136;115kV - AROUND PIPE FOR DRAINAGE. 2. ALL END POSTS,LINE POSTS,PULL POSTS;POSTS FOR a - - \ PLANTING SOIL MIX PER' j4 gglR[)WAY LEAF,PIPES FOR GATE FRAME AND TOP.RAILS SHALL BE pr SPECIAL PROVISIONS - - SCHEDULE 40 PIPE PER ASTM F-1083. y EX/STING RNISHED GROUND SURFACE - ` / / / CENTERVILL M E, A 02632 STRETCHER 2'WIRE EXISTING SOIL fl4R - .MESH 9 GA. 3. FABRIC SHALL BE 12 GA CORE.WIRE SIZE 2"MESH .I• - �\ 3'HIGH EARTH WATERING _ CONFORMING TO ASTM A-392 - _- TREE SHALL BE PLANTED SO THAT -„ / SAUCER AROUND TREE PIT DRAWING TITLE: - TENSIO HEAVY DUTY 4. TENSION WIRE SHALL BE 7 GA.GALV.STEEL - CROWN IS 3'ABOVE FINISHED _ �i Y\\ I� r X\\Y\\\i\\�`. � GRADE AFTER SETREMENT \ / 'I :I. \\ CUT&ROLL BACK 1/3 OF WIRE ARM(ITCH BURLAP BEFORE BACKFILLING. _ 5. TIE WIRE SHALL BE 11 GA GALV.STEEL(MIN.)AT POSTS' % I ° COMPLETELY REMOVE SYNTHETIC SI 1 L'D�AILS 2 1/2'0 AND RAILS.A SINGLE WRAP FABRIC TIE AT TENSION WIRE BYel ,, \ BURLAP&(ACING - END PO HOG RINGS SPACED MAX.OF 24"INTERVALS. i 'I'• I•/ - \ 2'0 PIPE AT UNE PO 2 1/2"0 PIPE AT PULL PO 1 5/e"m PIPE - - I • REPAIR DISTURBED GROUND m FRAME GATE W/ 6. BARBED WIRE SHALL BE DOUBLE STRAND 12 1/2'O.D. o / I Y I{ SURFACE WITHIN VICINITY OF -- S�S ; FOR GATE POSIRVE LOCKING TWISTED WIRE TO MATCH W/FABRIC 14 GA.,4 PT.BARBS -'�•dd NEW BOUMD TO MATCH III—I MECHANISM SPACES AT APPROXIMATELY 5'.O.C. I 'Y'•I.% EXISTING CONOTIIONS. i 6'BELOW -1 I I I III 7. COMPLY WITH LOCAL ORDINANCES OF BARBED WIRE PERMIT I`L ° ` ROOTBALL II III III— L _ DRAWING NO: - GROUND LEVEL REQUIREMENTS,IF REQUIRED:. - `L .,I.. - -III _I O 8. STEEL FENCE SYSTEM SHALL INCLUDE THE FENCE POSTS. \ _ CMPACT SHALL BE PLACED ON COMPACTED OR UNDISTURBED - BOTTOM TENSION WIRE _ FABRIC,GATE SYSTEM AND ALL NECESSARY ERECTION ROOTRAI I I SUBCRADE _ 0 r\ •i )-1 ACCESSORIES,FDTINGS AND FASTENINGS.ALL FENCE SYSTEM (/—J - - COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM z - d A153.GATES SHALL BE SWING GATES(LEAF WIDTHS PER PLAN). 12'0 UNREINFORCED • 3 x ROOTBALL DIAMETER REFER TO TYPICAL FENCE DETAIL FOR ADDITIONAL INFORMATION. n CONCRETE FOOTING - .. INSTALL FENCE AFTER CONCRETE HAS ATTAINED 75%OF 28 - DAY DESIGN STRENGTH. TYPICAL EVERGREEN PLAN DETAIL ,a SCALE: DESIGNED BY:ORS LOCATION CODE TYPICAL CHAIN—LINK FENCE DETAIL GREEN HEDGE TYPE PRIVACY SLATS SHALL BE INSTALLED TYPICAL BOLLARD DETAIL e �1 DRAWN BY:NWD SCALE:3/8"= 1'-0' ON PROPOSED FENCING. SCALE:NTS AQp AS SHOWN CHECK'0 B.GRS 384938 A02 SCALE:NONE A02 PROTECT N0. ORIGINAL ISSUE DATE 96210.344- 8/1/17 0 1•_4"2'-8" 5'-4" 8•-0• - . 0"(CONCRETE PAD) _ j 6+s 7• 12 PROP 15 kW POLAR POWER BACK-UP/DIESEL (TYP 16-10' GENERATOR WITH 54 GALLON INTEGRATED 5'-0' 2'-g't - 1'-0' DOUBLE.wAI I (111 142)DIESEL FUEL TANK** a W6x15 SLEEPER BEAM - ^F - .OVERALL GENERATOR MEN IONSL049 RW)z bl bOzlMATE72 H - AO (4'-6' NG),TYP. '` D 3 LO 'P� •° APPROXIMATE DRY GENERATOR WEIGHT: 770 Ibs - - �,; ' - a 10%14"xV PLATE CENTERED • 'Foy 'ka i •i A01 BELOW 2 61PE SLEEPER AM) ' - �erizon� .................... .' c _ - PROP.RRH-UNITS ec1-r ,e Doha,AvTwrr, ' (TOTAL OF 6)MOUNTED 7 .P' 'C s • TO PROP.UNISTRUT RACK •.riv.. E" •I _ _ ; .. i .. PROP.POWER/TElCO.CABINET -.- • 000 v ® CHAPPELL ' ' o .1. .\•.' d �o;➢ .I ENGINEERING - - ••. •:-\�. m wF ASSOCIATES,LLC r' � .�, : e•\ �. " C;lr;•:�fruetl.rr�si�1-ETnrF 5unr�yinr N - PROP.ICE .•.> •. >'r_' P i • - _ ,* SHIELDP. POST O)T R.K. EXECUTIVE CENTRE • .• - 1�.' J'Ir, o •i ,. _ 2 MA 52 E 10 01 BOSTON-POST ROAD WEST, SUIT 1 RLBOROUGH, MA 017 (508),481-7400 - t✓' �,. o s www.chappellengineenrig.Com • q.- :: r r. uu PROP. 12-0"x20'=0'(240 SF) 8 1tr vr`a. OF REINFORCED CONCRETE PAD S02 ®� . 10°x14".V PLATE CENTERED 4 .. .•N �> P'.• >. moo® BELOW W6x15 SLEEPER s` - (TYP.OF 2 PER BEAM) A03 ..' • 1•' • .. W6A5 SLEEPER BEAM 4 li - 6 PROP.HOFFMAN..BOX MOUNTED v ° a ~ ' • 502 TO PROP.FREE-STANDING (4'-6'LONG),TV. UN STRUT FRAME t✓ '..P• Q ` '• - PROP.HOFFMAN'BOX MOUNTED B " °o p "• TO PROP.FREE-STANDING �q ' 15 kw POLAR V - - r UNISTRUT FRAME •Vry -COORDINATE FR ""* POWER BACK-UPS 10 PROP.,FLOOD V + WITH GENERATOR DIESEL GENERATOR •r' - p A02 LIGHT(TYP.OF 2) �) - 5 0 ENGINEER/LAND SU OR DATE _ : MANUFACTURER . PROP.CHARLES CUBE-PM639 RADIO/BTS CABINET PROP'RRHUNII'S w _ v� .s WITH PLNTH KIT(e/N LT97-002162-1)AND TOP O - 7 (TOTAL OF 6)MOUNTED TO .B 5 A wounaN OF uw FOR ANY PERSON, i - - HAT(P/N CT-97-002228-AT _ ♦ p'o: O S02 PROP.FREE-STANDING UNLESS!HEY ARE ACTING UNDER THE DIREGn i• OVERALL EQUIPMENT CABINET APPROXIMATE ° » I • .} '. - - UNISTRl1T RACK(TYP.) OF A LICENSED PROFESSIONAL ENGINEER. DIMENSIONS: 32"W z 32:D z J3'H 0 > - : .. -'.. .. APPROXIMATE`.MAX.CABINET WEIGHT. - To ALTER THIS DOCUMENT. - - .. r - - 340.Ibs(EMPTY). - 9" 4'-6'SLEEPERS T - \.2'-4" 700 lb (FULL) t' .. REVISIONS EQUIPMENT PAD�PLAN. / 1 � � � - � PROP CHARLES CUBE-BB48 BATTERY CABINET NO. DESCRIPTION DATE ' SCALE:Yr"= 1'-0" A03 ••-AT NO POINT IMSPALL OREATERM THAN - PROP.0 NCRET 0'-0' .8 _ - - FlF1Y(yD)CALLWIS OF DIESEL _ CONCRETE PAD 502 WITH PLINTH KIT(P/N LT97-002162-11 0 ISSUED FOR REVIEW 6/30/17 OVERALL N FUEL BE PFAMBTED M BE - DIMENSIONS: x32-D xIPMENT T7APPROXIMA - ` DIMEN 1 REVISED GENERATOR 8/1/17 D 2'-D" 4'-D" 6'-D", PFIf5F7tf FOR 115E BY GEIERATOR. � EQUIPMENT 'PAD- ISOMETRIC VIEW z D . •.0 - _ � APPROXIMATE MAX.CABINET WE T: •� . �.a 4'-6" -. y. SOO Ibs(EMPTY). SCALE:NOT APPLICABLE A03 2.650 16$(FULL) - - - q. g ENGINE EXHAUST » O �y HO4*Alk`.EXHAUST(FOUR SIDES)„ W6x15(4'-6'LONG) t:. 1 ._ ��. �.- _ _ PROJECT NAME: 0 0 ' o °o cALv.OR S.S.THREADED Roos ' _ CENTERVILLE 2 MA IN 7'x11'PATTERN CENTERED r - ABOUT PLATE(FOUR RODS PER }NSTAR ELECTRIC CO.. _ - PLATE)THROUGH'Xs 0 SHOP �® '+ •- COORDINATE FR WITH a' DRILLED HOLESIN PLATE WITH HILTI RM/,#345 STRUCT.#1 _99 `- GENERATOR MANUFACTURER , i Hrr-HY200-R ANCHORING ADHESIVE { - 31 AO • - .. "' IN Ixb 0 DRILLED HOLES WITH 4- - _ „~ - LINES 54 BA RD WAY V EMBEDMENT INTO CONCRETE PAD nnERCE vcv CENTERVILLE,.MA 02632 O O r� ®.. -� STOPSWITCH a W6x15 4 . ,T - - \ SERVICEAecESS. DRAWING TITLE: ' -- ('-6"LONG) - - .REMOVft6LE➢GbR REMOVABLE DOO R - .. - GUARDE6 - a- LOCKING $;, - Y2'x14°z10"PLATE CENTERED - " O O BELOW W6x15 SLEEPER 'HANDLE I-'�p�C (TYP.OF 2 PER SLEEPER) - ` ', F - EQUIPMENT-PAD _ r PLAN VIEW 16"x14'x10'PLATE CENTERED - FIXED DS3pR FIHEl3-DOOR' P D _ BELOW W6x15 SLEEPER •n co LD AIR;INLET,^ M ` LAN&DETAILS (SEE'PIAN VIEW"-FOR LAYOUT) FIXEDREARQOOR T CENTERED ABOUT RS.SPLTHREAD D RODS SI 7.11"P SRN - - 29.62 • `4935' - - DRAWING NO: - - W605 - b THROUGH'Ns 0 SHOP DRILLED HOLES IN PLATE WITH " y DHILTIRILLED HIE-HY200-R ANCHORING ADHESIVE IN NC%0 - - FRONT DR INLET,FRQNT DOOR A03 DRILLED HOLES WITH 4'EMBEDMENT INTO CONCRETE PAD � FROM DOOR IS MAIN ACCESS PROP.CONCRETE PAD - T 0 PROP.PAD, - '`R` `•�~ SCNL DESIGNED BY.GRS LOCATI CODE AS NOTED DRAWN By'.NWC TYPICAL W6 SLEEPER BEAM ANCHORING DETAIL 4 GENERATOK DETAILS PROJECT NO. ORIGINAL I4UERDATE: 384938 SCALE:N.T.S. A03 SCALE:NO SCALE A03 - _ 96210.344 8/1/17- ar - A . - RF Coax RET..System Ex—r nrw _ . Mamrren aamele< +-z7 ate- a of mam Alsc eaae la+an,ennae pnM - b EM , Mam um al oppnan , 70f) ..n. Mam U.az aama e, , ex_ ,. r. .._ Maa,une az b of Man AISG Ce0olnaM1e er oNy) 0 0 n—1 p of Ma n PISG Cable(M1pme tun Iron aaeaer to amennasl + a ..,� • my uneaePxx'. •xAwe pa urtaxAwa tlp+Jumpara �. P Immal aplaaaTaInAnlennaa b 0 rizon , -z aol Jumpa.lu EpWpmvml a a' ... potBMS Ta In SM1e,er - U 0 II a. 1-t :n:. v %v - a.I AISG It, •. am mr o ra vem To Same Antenna 0 0 �� ' a Sphtters/Diplexers A`•I` xen apt Alsc mmpara Ta oft—Mt—same St,-r - +°- a Also J t—t Tp Dff—t Antenna D'Ilerenl5vcta It , • >n u,nncv mw•.; - Ev 51 Nt: 0 0 penloe.l - " Al Anemp,VeMn w.umu ew 'eM''^ APmmneeMpop - ` - v.,ruew `• -" aAnbnnea A rEGr:ND - 4' emN , lue:.; �, A MpnASG epbo t RRIVa poIt : � '+ : , wxox lv va,. xn vaa k'.9- Al Epu pmant vp,ap, pa ""' a same anlp,noASG tamper 2 ta,AIS - - + Pl Epu pmpm Muue W LE%ER PD E%Eq WP00.E%Eq,•' System l " 850 •""^ At E,ft-1.cpam lY - - . i ..,rx• - ,. �:. - , »�- i� �c ->µ. .-RFT Syst� �Diagram onarpnt am«nnp lanma a e nlsG pplpm Mrvmpe , - a,e�; ,•, ,,:' * c eepmn AlsG tamper a s e... Alscanptn npm'amper -e' - 4. a o sec Alsclpmper - p.ma .I.IA II..rA mA or,o eap or pxm^x.o.. LTF RRH. rax-I xt, %.cr u, E(w oaenun 1 1 a• n RET System Configuration ao. r.w.anm a+ - E, IWeJ s , s All Sectors V CHAPPELL �iE l+w G sre,sx,nm c ^" ENGINEERING PC CDN1A ® ASSOCIATES,LLC e _ wmrn Aws aAws ATE Iwo M . ^m'a' LTE1�°° - C:;Lyt;•S'irttc.yt>1 .r•i.<.r>d Sur+,�, 7Jr-r.- - ` - R.K. EXECUTIVE CENTRE - LRRH FccdcrSyst;an .w - _ - 201 BOSTON POST ROAD WEST, SUITE 101 MARLBOROUGH, MA 01752 - xypm sPv,cea.-Dpapxy - - N�cpa+, awn (508) 481-7400 AWS ........... A c www.chappellengineerinq.com tea•>a,o, -peeeme.M- -.p...x,axx.: ._<..^xaexe RRH DiagtzLm IN SHELTER '-'------' '----"-'--"-------'----- '-"-' o w „ OF tips ENGINEER/LAND SU V OR DATE I IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE'DIRECTION - OF A LICENSED PROFESSIONAL ENGINEER. . - TO ALTER THIS DOCUMENT. > i a. I- pwti•--cM..a...c n.... SIONS REVI `®® • _ N0: DESCRIPTION DATE 0- ISSUED FOR REVIEW 6/30/17 1, REVISED GENERATOR 6/1/17 .. t f ,. � A y..... - '.t ' ' .... Imo.• ® ..., JA'Era �a auil - e PROJECT NAME: A CENTERVILLE 2 MA NSTAR ELECTRIC CO. R/W#345,STRUCT.#199, A. LINES#136,115kV 54 BARD WAY CENTERVILLE,-MA 02632 Arttq_ROVIW�em�a ,I Vlewd is from. } 'DRAWING TITLE: RN 1><I behin antenna anaY looking • a ) '+- out - a « O x x Pleasaevenly RFC CONFIGURATION E _ space antennas across each 'p Sector. x amm. °<;a nn«tpa DRAWING N0: - resGa nay.eR�eG!eP— RF CONFIGURATION anc � d� A04 .. - SCALE:N.T.S... A04 awa wp cwnwlee SCALE DESIGNED aY:GRS' LOCATION CODE AS SHOWN DRAWN e,':Nwc ! - - CHECK D tlY:GRS vrv,.xw cay.e Ea91 emana.oaµa, .gym a PROJECT NO. ORIGINAL ISSUE DATE: 384938 _ - 96219.344 8[1/17 - - .205 1172 v 1 7774 v 1136 ' e 1 TRANSMISSION STRUCTURE LOADING SUMMARY FORM' 977 Y 1 1872 6 2 1Z1788 Y 12 669 . 1904 205 493 1572 - - 12166 394 �6T714 1315 7136 _" ,•ry.°I s.—I n, Aueu.,e w.v c. aMA 2 / b 481" 7 590 _."s-2._ °.ne l„s,v) s 2885 2.358 /� / s 2.461 / .590 1 8 \ ./ 2 _ 1 6 / 7 / 0 N.°„°:nBu,wos'"n°nB,re,>wi ° aB,vei sn t ver' LC • 11 �' LC 27 cwe cmr n°4 o17w1• Db _ LC 2'11 i 21872 Ct 71 LC 1 21788 Cl 27 - ' LG" 2669 s wooeu :( 11 - zonv C�6 654 C1611 C 523 I RCf427 8 C-90 u �a'aw• . (1 slog s 22941 4 RC 1028 654 654 2715 2 2775 RC 523 523 16081 j RI'806 - Sl.e,wr sw�• a Bpm" va.m 2297 I 1608 mso+- 2291 2715 1608 rxistatwm w'"�etsmw,:: 1.7 Z';cr.;aitirr>'J(:atfsv R5.Jf1er;;.: 3_.. 6 3_.- smcu" +.CO.,—II),�Bwce•I.B xEsc w.., lr 9w 1tll '1 , w12 1 2 1 Bom• sow. ww - la.l IFI 6uz) su31 (iwa za,.tn) (mMz) (osm-zl IT •- ^ 418 . ... I417 s - NNBTMMw baM I�WwI zmtL L3L B I 5) 09z <0 �t5 1 r3 + eEBC.Bs wIzC 86 NE_ ZE w mzsoo soap too' +00 t.00 s,ee-tB 6d0 6ao 91 • 1 - z 1 Pam CHAPPELL ENGINEERING ,B ,++ ASSOCIATES,LLC BTAs waelo. w'.Eczl me asocl RSBoI az+ xre+ xe Bs. ay,..r 1 rAx,w( nm,.. 977 .51872 i 5'1788 669 - muco,z . . •3 2 6 4 1 5 - o C.+Yt/-:tl ji-t1CTt+!'T7J•)..i217C�:.'>f:f"Jt''y iP')L7 1 R.K. EXECUTIVE CENTRE 201 BOSTON POST ROAD WEST, SUITE101 . MARLBOROUGH, MA 01752 - OS) 1- 00 a ...._ __ TOWER e . '+4U,I B Leg ntl - AL1 a5eLe9enC... %U P Le9eritl i%U5 9 LeGentl-��.., - _ LOADING DATA, www.chappellengineering.com as .7a 1 0 is 1 a<=�;< 0 1"< as ru 9 ��ene' r r ' happellengineering.com . 1 zs< sa I zs<-^r« so 1 zs •< so SCALE:TUTS , - 501 so< %< 7s - ,. 0so a1.<.s 7so u< Ts las< x< so 6zs v=sD - Ts %<.1qo -Ts<_.�<100 Ts<.-y,<1oo I1On=°h 1100 c% .I100<=y,: 'M TO h<100 —.h<1001 .Imo r -Imo OF NESC 250D+MA DPU K NSTAR WIND C2 NSTAR ICE 3 NESC 250C.WIND 4 NESC 250D WIND LOAD 5 SCALE:NTS SO7 SCALE:HITS ' S01 SCALE:NTS . 501' SCALE:NTS S01 SCALE:.NTS S01 ' _ - PROP.VERIZON PANEL ANTENNAS (2 PER:SECTOR,TOTAL OF 6) . MOU PROP:VERIZON•PANEL ANTENNAS •� ' : ...• .. '. - - j 2 of H-2(10.5' PROP NT; CLASS 1 0 - K - - -TOP OF`O.P.VERIZON (6)PANEL ANTENNAS - A02 S01 H 2(10 5'EMBEDMENT 74.5' AGL) REPLACEMENT WOOD•POLE (2,PER SECTOR,TOTAL OF 6) ., w _ _ E = S - (TO REPLACE EXIST.WOOD POLE)- ' MOUNTED TO EXIST. A02 e _ .. TRANSMISSION STRUCTURE#199 - II PROP.2'SCHED.40 GALV. - ATOP OF PROP. REPLACEMENT POLE ,. qq PIPE MAST.PIPE SHALL BE CUT. - EZ AM5L PROP.VERIZON (6)PANEL ANTENNAS a _ AS REQUIRED TO MATCH HEIGHT. .. - .„ o„• - - . . EL. 127.4'f AMSL(73.0 B � - OF ANTENNA(TYP.OF 6)' - I - - • •" � ENGINEER/LAND SU V OR. DATE 'NOTE: NOTE: PROVIDE GALVANIZED STEEL CONTRACTOR TO PROVIDE 1/2"0 THRU /�TOP of EXIST-TRANSMISSION STRUCTURE r " R IS A VIOLATION OF LAW FOR ANY PERSON, BOLT THROUGH FLAT STOCK TO' 1vfL.=119.5't AMSL(65.1't AGL) EXIST STATIC WRE(TYP. OF 2 UNLESS THEY ARE ACTING UNDER THE DIRECTION SHIM PLATES O REQUIRED. ® _"f - I . SECURE TO WOOD POLE AT 12'-O". EXIST.STATIC LINE � OF A LICENSED PROFESSIONAL ENGINEER, FOR SNUG FIT OF RING . - - EXISL - - - - MOUNT AROUND POLE O INTERVALS. ALL OTHER LOCATIONS _- - EL.=118.4't AMSL(6a.0't AGL) � TRANSMISSION � To ALTER THIS DOCUMENT. •PROP.MONOPOLE T-ARM SHALL UTILIZE 1/2'LAG SCREWS.' STR.f199 - - (SITE PRO 1 PART - ELL, O-Ex`T CROSS ARM PROP. (12)-1j"0 COAX SIGNAL - REVISIONS GZOP #IDS-NP OR EQUAL) EL.-= 112.2't aMSL(5z8't AGL) 9 CABLES ROUTED UP ALONG FACE.OF �lp'1 B�4 ATTACH CABLES TO T—BRACKET - SO7 EXIST.TRANSMISSION STRUCTURE ON N0. - DESCRIPTION DATE SFCI' - WITH STACKABLE SNAP—IN HANGERS _ PROP.'T—BRACKET SUPPORTS 0 ISSUED FOR REVIEW 6/30/17 .14 R (SITE PRO 1 P/N 158SS—A),TYP. _ ExisT CONDUCTOR WRf5 LINT y136 - _ PROP.DF85'CLASS H-2 - i - - - 115KV 1 REVISED GENERATOR 8/1/17 'l - REPLACEMENT WOOD POLE(TO fL:= 7G6.2'f AMSL(51.8't AGL) LINE y136: LINE�136 - REPLACE EXIST.WOOD POLE) WOOD - EXIST.GUY VARE ATTACHMENT 775KV 115KV pgOp DF85'CLASS H-2 - STRUCTURE LEG i - EL.= 1o2.9t AMSL(46.5'f Act) (10.5'EMBEDMENT;74.5'AGL)REPLACEMENT . - - WOOD POLE (TO REPLACE EXIST. POLE) fX/SL CROSS - PR P. P N - 0 SUPER UNIVERSAL (TOWER PLAN VIEW 0 93.0'f AGL) - --T-BRACKET BRACING PROP.ADDITIONAL CROSS BRACING PER - PROP.3"X3fe"X12"LONG (SITE PRO 1 P/N T1200) EVERSOURCE C-112.SPECIFICATIONS - ANTENNA MOUNTING PLAN e FLAT STOCK(TYP.) (STEEL 19FT-STSWF10.5 NIMO) PROJECT NAME: • SCALE: Nis SO1 CENTERVILLE 2 MA NSTAR ELECTRIC CO. R/W#345,STRUCT.#199, WOOD STRUCTURE LEG , PROP. 1/2'THRu eolr IN r LINES#136,115kV WOOD STRUCTURE - " 54 BAIRD WAY PROP.3 X�(6"Xl2"LONG CENTERVII I E,MA 02632 RAT STOCK - • - , PROP. 1/2-LAG—BOLT INTO o NOTE: .DRAWING TITLE: -." - - PROPOSED WOOD'STRUCTURE "' PROP..(12) 1%-COAX ALL MODIFICATION/REINFORCEMENT - � � LOADING DIAGRAMS, . • PROP.SUPER UNIVERSAL T—BRACKET CABLES ROUTED UP ALONG WORK ON THE EXIST. - - .. - ..' .FACE OF WOOD POLE TRANSMISSION TOWER SHOWN - ANTENNA AND CABLE • SITE PRO-1 P/N T1200) - SHALL"BE PERFORMED IN STRICT - ACCORDANCE WITH CURRENT MOUNTING DETAILS& m - ..NSTAR INSTALLATION STANDARDS. k. SITE ELEVATION , PRoP.-1/2'0 THRU - " - - e 'Y BOLT EVERY 12'-0"^ EXIST GRADE LEVEL _ DRAWING N0: - ' 6"MIN.. 54 I L I I • ATTACH CABLES TO'. - II II • - T-BRACKET WITH STACKABLE I I Sol . , z.. SNAP-IN HANGERS(SITE PRO I T .I I ." 1 P/N 158SS-A),TYP. LiI Li PLAN .VIEW ISOMETRIC VIEW • LOOKING TOWARDS SUBSTATION #920 OAR STREET , SCALE: DESIGNED BY:GRS LOCATION CODE TYPICAL CABLE MOUNTING DETAIL �� SOUTHWEST SITE ELEVATION Z AS SHOWN DRAW Nwc CHECK'D BY:CARS s. SCALE:N.T.S. 501 SCALE: 1/8" = 1'-0" SOl - PROJECT NO. ORIGINAL ISSUE DATE: 384938 - - 96210.344 8/l/17 0 8'-0" 16'-0" 24'-0" - - PROP.Yi GALV.STEEL _ 3-0' 2"DECK . . S02 POST CAP SHOP - • WELDED ALL-AROUND _ ` PROP.WLCRAFT 2'2C20 GALVANIZED - - __ 1•-0• - STEEL DECK OR EQUIVALENT(24.OR , C8x11.5 (SLOPING) •� �h 36'WIDE,LENGTHS AS REQUIRED)' INCOMING C8x11.5• C801.5 - c ■ •I• - i �— PROP.WLCRAFT 2'2C20?GALVANIZED - ZA verszon� STEEL DECK OR EQUIVALENT(24'-0R PROP.2'x2'rYi - • 36"WIDE;LENGTHS AS REQUIRED) - _ 3(6 SPACER PLATE ♦. / - 1 PLATE(TYP.) x4 P LA PROP.L2x2x1/4 BRACE FROM V _ ° " 4 1F— PROP.-'0 A325 ° s' C8 FRAMING DOWN TO ICE 1 1 _ .. BOLT(TIP.) ..0. . ' S02 SHIELD POST ON 1:1 SLOPE " : ° n MR AT(4)LOCATIONS) i p. x... _ PROP.L2x2xl/4 .. BRACE(TYP) PROP.344"0 A32 NDBOLT, - \ C INCOMING L2x2. TYPICAL EACH E OF BRACE \\ / PROP.L2x(z1/' BRA - r. CHAPPELL - CE BRACE(TYP.) PROP.Va 4"z4'SHEAR TAB ENGINEERING i •- o ,� - -- 30 _ PROP.Yi'x8'x8' 4 WITH 1"z1'CORNER CHAMFER ASSOCIATES 1LC .1 n 502- 4 BASE PLATE(TYP.) S02 PROP.4'SCHED. �� ' e m s - 40 PIPE POST t.eLlr•.z(f"{+C#{itixl-P.:::TI'ICY YGy�tf'fC7 .1, _ - • PROP.wLCRAFr 2'2C20 - - « -� - R.K. EXECUTIVE CENTRE 5 GALVANIZED STEEL DECK OR - PROP.CONCRETE PAD -201 BOSTON POST ROAD WEST, SUITE 101 ' S02- EQUIVALENT(24"OR 36' ?•. m o MARLBOROUGH, MA 01752 • WIDE,LENGTHS AS REQUIRED) PROP,4'SCH 40 - .. , - - - TYPICAL I POST DETAIL • (508) 481-7400 COLUMN WITH Yi WELDED- - _ li/1L J L /i L! `^ 1 www.chappeliengineering.com ATTACH DECK TO ENTIRE CAP PLATE ON TOP(TYP.) - SCALE:1"=1'-0" 5 LENGTH OF ALL FRAMING ° " PROP.)¢'z8'z8' S02 CHANNELS ENCOUNTERED. - BASE PLATE(TYP.) 502 _ • ' EACH WAY - a PROP.SUPPORT•CHANNEL .. L. - :`• 4 - PROP.CONCRETE PAD • ` .PROP..BASE PLATE(TYP.) - e, :�. 3.SIDES Y -SIDES F ��tH Oflk�'�i' _ - - C801.5 (SLOPING) a:, 7"� ¢ - 18'-10" - •- 7" .0 ..:C8_ C8 5.-5" 5•_5. k {'" . . ... ICE SHIELD SECTION 2 GB - SCALE:1/2"= V-0' FRAMING PLAN NOTES: ' - •' - ° , - - (4)La"O.ASTM A325 '�I�� 1.)ALL STEEL SHALL LE INSTALLED LEVEL UNLESS OTHERWISE NOTED. •c.- - ,. - -y, - +. 'C8 BOLTS GALV.(TYP.) 2")TOP OF NEW STEEL ELEVATION SHALL BE HELD 9'-10'ABOVE - - - - - EQUIPMENT PAD SURFACE UNLESS OTHERWISE NOTED THUS(±X7 INDICATING _. - ENGINEER/LAND SU V OR DATE DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. - ICE_SHIELD FRAMING PLAN .TYPICAL BEAM TO BEAM CONN. IT IS A"°AME"CT G DE ANY PERSON' 1 UNLESS THEY ARE ACnNG UNDER THE DIRECTION SCALE:NOT TO SCALE $02 OF A UCENSED PROFESSIONAL ENGINEER. SCALE:3/8'= 1.-0. 502 ` _ - _ . TO ALTER THIS DOCUMENT. - 0 2._8" 5'-4" 8.-0, - PROP.cALvaNrz REVISIONS PLATE STEEL DECK N0. DESCRIPTION DATE PROVIDE HEAVY DUTY RUBBER - 4 K ' CAPS AT ENDS OF ALL UNISTRUTS O'. QO' PROP.X'GALVANIZED BOLTS NTH.TAPERED 0 ISSUED FOR REVIEW - 6/30/17, 4'0 SCHED.440 PIPE ° ..PROVDE GALVANIZED _ PROP.4'SCHED.40 WASHERS&LOCK WASHERS 012`O.C.(SET BOLTS 1 REVISED GENERATOR 8 1 17- ,. STEEL CAP PLATE ,. _ PIPE POST(7-LONG) 1N BED OF EXTERIOR GRADE SILICONE.SEALANT) - '' // . • . PROP:)'0 U-BOLT .o• �§"0 GALV OR S.S.THREADED, • a. _ PROP.'GALV. P1000 UNISTRUT, (TOTAL OF 8) - RODS IN'5"x5'PATTERN .;TYP.(LENGTH,QUANTITY AND ° f S - - CENTERED ABOUT PLATE(FOUR_ ^s` .. ' . .. - - RODS PER PLATE THROUGH SPACING AS REQUIRED) L - - .4 .. ,- -., a 0 SHOP DRILLED HOLES IN + . •- - _ PROVIDE HEAVY DUTY RUBBER PLATE WITH HILTI HIT-HY200-R C8x11.5 . CAPS AT ENDS OF ALL UNISTRUTS 1,�• ANCHORING ADHESIVE IN 9f.0 PROP.)"O GALV.OR - " 0'-8" DRILLED HOLES WITH 4" ' - - EMBEDMENT INTO CONCRETE PAD - � PROJECT NAME: ' S.S.U-BOLT(LYPJ - - - .. MOUNT HOFFMAN BOX TO TYPICAL ICE SHIELD BASE PLATE 4 TYPICAL STEEL DECK ATTACHMENT DETAIL s cE TAR ELECTRIC 2�O. UNISTRUT WITH RECOMMENDED - NSTAR ELECTRIC CO. MOUNTING HARDWARE.. SCALE:NONE 502 SCALE:1-1/2" V-O` - ,502 ' R/W#345,STRUCT.#199, •PROP.ICE. - - Z '10'00"GALVAN12ED STEEL BASE PLATE SHIELD POST .. - LINES#136,115kV (4)%-0 GALV.OR S.S.THREADED c - - 54 BAIRD WAY S IN 7'x7^PATTERN CENTERED ABOUT I w CENTERVILLE,MA 02632 PROP.4'GTE(FOUR R005 TOTAL)THROUGH IK6 0. - - - SCHED.40 PIPE PP DRILLED HOLES IN PLATE WITH HIL71(LENGTH AS REQUIRHY200-R ANCHORING ADHESIVE IN0 DRILLED HOLES WITH 4"EMBEDMENT f. BROOM FINISH PAD SURFACE DRAWING TITLE: CONCRL�E PAD - (f4 BARS® 1Y O.C.EACH.WAY T-p.L� r I-T� pS REQUIRED PROP. RRH UNIT„TYP:(SHOWN FOR ICE SHIELD FRAMING PLAN 2'-0'MIN.) .6 ILLUSTRATIVE PURPOSES ONLY). _2CDOMINATE SPECIFICATIONS AND 3/4•z3/4"CHAMFER &STRUCTURAL.DETAILSTHICK FULLY WELDEDREQUIREMENTS WITH VERIZON. ALL AROUND,TP.FENER PLATE,TYP.ALLSIDES OF BASE PLATE - 2' TYP. Ya r z EXISTING GRADE HIGH POINT PROP.P1000 UNISTRUb - EXISTING GRADE PROP.YjxB'z8' (LENGTH AS REO-D),TYP. LOW POINT 12"MIN.LAYER COMPACTED DRAWING NO: - PL(TOTAL OF 2) _ GRANULAR FILL - S02 PROP.CONCRETE PAD , - 16'MIN.THOROUGHLY " --COMPACTED SUBGRADE - 12'-O'x20'-0'CONCRETE PAD - ���, ������ ,��,a� UNISTRUT RACK DETAIL { SCALE DESIGNED BY:Os LOGTION CODE HOFFMAN BOX UNISTRUT FRAME-DETAIL 1T (RRH RACK SHOWN; POWER/TELCO RACK SIMILAR CONCRETE PAD DETAIL B - AS SHOWN SCALE:N.T.S. 502 - PROTECT N0. ORIGINPL SUE DATE SCALE:N.T.S. 502 SCALE:NONE -502 384938 96210.344 8/1/17 - .. .. i . -NORMAL POWER SOURCE TO BE VERIFIED PER MANUF.SPEC. 2'-0' TO(E)SERVICE(SEE POWER RISER) ELECTRICAL AND GROUNDING NOTES: 200A METER&CB - 24OV,10,3W MANUAL BYPASS METER FLECTRICAL '- AUTOMATIC TRANSFER SWITCH(INCLUDED WITH LOAD.CENTER) 1 ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE - " CAPPED(TYP.) -. + INTERSECT INC.ATS, " - PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. ver i zo n� SINGLE PHASE,200A- - 2. CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL POWER TRANSFER LOAD CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. UNISTRUT P1000(TYP.) _ CENTER IN 3R ENCLOSURE " - ' - } 200A-2P - O ❑ 3. SERVICE TO EQUIP.SHALL BE 120/240.VAC,200 AMP, 10,60 Hz. f.ac,t.,,t..3cNl.ar' SIBLE FOR PROPERLY + CFI " - 4 GROUNDING THE NAND UNDERGROUNDTOR IS NCONDUIT NSTALLATION AS TO PREVENT NG ANYANY - (3)@3/O& 15A-iP - - - (1)/2/OG - LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE , TELCO FAN CONDUIT. EMBIGENCY POWER SWRCE p. LOA •� - GENERATOR INPUT GROUNDING T ;o '• RGS CONDUITS ABOVE GRADE � tOOA-2P (3)qT&(1)�BG IN 2'C � EXOTHERMIC &THROUGH SWEEP(TYP.) 'RECEPTACLE(INCLUDED WITH h._- ,t (CADWELD)CONNECTIONS. - - CHAPPELL 5. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED AND MOUNTED S SIDE OF 30A-1P TO MESA SPAN CABINET - " 6. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC CA } LOAD CENTER IN SEPARATE ENCLOSURE)FOR CONNECTION . ( OWELD). -'I "` ENGINEERING ' 3"0 SCH.'40 GALV.STEEL r OF PORTABLE GENERATOR 20A-1P - POST W/THREADED END(TYP.) TO GENERATOR BLOCK HEATER UTILITY CONTACTS 7. ALL GROUND CONNECTIONS ABOVE GRADE:(LNTTERIOR&EXTERIOR)SHALL BE 2DA-lP - _ FORMED USING HIGH PRESS CRIMPS. - ASSOCIATES,LLC ellTO GROUND RING TO GENERATOR BATTERY CHARGERe - ` (TYP.OF 2) 15A-1P ELECTRICAL: - NSTAR ELECTRIC - B. ALL EXOTHERMIC CONNECTIONS.TO THE GROUND RODS SHALL'START AT THE , f .ONE NSTAR WAY a' TOP&HAVE A VERTICAL SEPARATION.OF 6"FOR EVERY ADDITIONAL EUDscErMcr POVO SOURCE/z — . WESTWOO R. EXECUTIVE CENTRE ... r - ,..._. .. D.MA 02090 CONNECTION. ,. .. ,, _. s E BACK-UP POWER FEED.FROM SERVICE GROUND- (888)633-3797 : 201 BOSTON-IPOST ROAD WEST, SUITE 101 \ \ FINISHED GRADE PERMANENT GENERATOR PER NEC _ - - 9. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION' MARLBOROUGH, MA 01752 I \ ' \ PAD LIGHTING TELEPHONE: - VERIZON RESISTAM MATERIAL.--` 1 (508) 481-7400 - -- ' ( I- I d0� - - - - BO ON.MAN STREET - www.choopell6n ineerin .com DIMENSIONS TO BE VERIFIED " - BOS-94 MA 00 10. ALL EXTERIOR GROUND CONDUCTORS SHALL BE 2 AWG SOLID TINNED 9 9 - o w iL YL PER MANUFACTURER'S 800-941-9900, -COPPER UNLESS OTHERWISE INDICATED. o m SPECIFICATIONS ONE LINE DIAGRAM ' - - - It GROUND RODS SHALL BE COPPER CLAD STEEL,'5/8"0 10-FT..LONG,AND . SCALE.NOT TO SCALE - _ E01 - L 12"0 PLAIN MAKE ALL CONNECTIONS AS PER UTIUTY COMPANYS REQUIREMENTS. SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 48"BELOW'FlNAL GRADE. u�] ' L �CONCRETE PIER ..' 12.Y CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP ORtf1 OF EXIST.UTILITY POLE p1231-4 PROP.RAS LED FLOOD LIGHT, - STACKED. :BACK TO BACK CONNECTIONS ON,OPPOSTTE SIDES OF.THE 1 - (LOCATED ALONG BAI11 WAY) P/N FFLED18DC(TYP.OF 2) PROP.3"BACK-UP POWER CONDUIT - GROUND BUS ARE PERMITTED. - - PROP..1"ALARM CONDUIT „i '., WEATHER HEAD , PROP.2"-TELCO CONDUIT - 13. USE OF 90•BENDS iN THE PROTECTION GROUNDING CORNDUUCTORS SHALL BE ELECTRIC METER SUPPORT DETAIL1 r WITH PALL STRING TIED ADEQUATELY SLIP SCALE: 3/4"=1'-O" E01 . PROP.24OV,10,A KWH MANUAL .!• PROP.(3)�1&.(1)ABG-2"C M1 *14. AMAXIMUM RES STANCE OF THE COMPLETED GROUNDSYSTEM SHALL NOT ` -. BY-PASS METER MILBANK 2272RL(ORCIRCUIT - `EXCEED 5 OHMS.TESTING SHALL BE PERFORMED IN ACCORDANCE WITH EQUAL)W/LOOK,2P TENANT CIRCUIT_ _. PROJECT SPECIFICATION FOR FACILITY GROUNDING,USING FALL OF POTENTIAL 0 1'-4" 2'-8" 4'-O" - BREAKER AND LOCKABLE BREAKER DOOR - METHOD. - PROP.METER RACK - - 15. ANTENNA GROUND KITS SHALL BE FURNISHED BY VERIZON SAND INSTALLED BY � " `CONTRACTOR. _ PROP.TRANSFORMER CUBE PM639 gg�' .f ` PROP.' ENGINEER/LAND SU V OR DATE J NOTE-. PROP.MESA SPAN - PROP.* PROP. ❑ PROP. - LEGEND: - . CABINET BOX POWER CUBE-BB 1)PROVIDE WEATHER TIGHT SEAL CONNECTORS ON PROP. CABINET - - R IS A VIOLATION OF LAW FOR ANY PERSON, .. ALL CONNECTIONS INSIDE AND OUT. GENERATOR' C ETU I • I - UNLESS THEY ARE ACTING UNDER THE DIRECTION - _ - - . GROUND TEST WELL OF A LICENSED PROFESSIONAL ENGINEER, 2)COORDINATE ALL FURTHER•MISCELLANEOUS .I ` - - - - - "` WIRING AND CONDUIT REQUIREMENTS WITH VERIZON. ., U - - .y. TO ALTER THIS DOCUMENT. w. - PROP. - �' IL ". GROUND ROD - - _ ...TELCO r - v - ® --- .CABINET I - DISCONNECT SWITCH - REVISIONS / / n PR + N0. DESCRIPTION DATE \\ \\ CONNECTION PER M METER 0 ISSUED FOR REVIEW 6/30/17 R _ CONNECTION 1 REVISED GENERATOR., 8/1/17 _ ADIO EQUIPMENT ' VENDOR � CADWELD TYPE.CONN- N PROP.{3)B3/O& ,PROP.(3)/3/0& ...,.. - .. COMPRESSION E. MPRE TYP CONNECTION - �• - - - (1)$2G COPPER _ (1)@2G COPPER. --------- GROUNDING WIRE WIRES-2"C, a WIRES-2% - " PROP.(1)4"TELCO PROP.(1)4"TELCO CONDUIT _ XXX - REPRESENTS DETAIL NUMBER- - CONDUIT WITH PULL STRINGS WTH'PULL STRINGS TO VZW PAD - - ` - - - - - TO MESA SPAN CABINET, - XXX f REF.DRAWING'NUMBER' a POWER AND TELCO SINGLE*LINE DIAGRAM ABBREVIATIONS: SCALE:NOT.To SCALE _ Eo1 � � -. •� _ _ � - PROJECT NAME, FLEXIBLE ABOVE-GROUND MARKER LOAM AREA I PAVm AREA. - - - - - - AWG AMERICAN WIRE GAUGE 'CENTERVILLE.2 MA - ° TO BE INSTALLED EVERY 1 W'OR AT SHOWN SHOWN F BCW BARE COPPER.WIRE - NSTAR.ELECTRIC CO. z DIRECTION CHANGES(BY J.MILLER - TWO COURSES 0 _ - 1-1/2"BITUMINOUS PAVEMENT % • INDUSTRIES,INC OR APP'D EQUAL) � - CGBE COAX'GROUND BAR EXTERNAL, � R/W 9�345,STRUCT.#199, • TRANSFER ASCO OLOADRIES,SINGLE PHASE,200A CENTER IN 3R ENCLOSURE ELECTRICAL PANEL SCHEDULE NE MA 0I AEC. - - FINISH GRADE HIGH YELLOW GE WARNING TAPE RIGID STEEL CONDUIT CIGBE COAX ISOLTAED.GROUND BAR EXTERNAL LINES#138,115I(V Y °� SAW-CUT TO STRAIGHT EVEN PLUG RIGID STEEL CONDUIT EDGE BEFORE PAMNG COUPLING DWG DRAWING 54 BAIRD WAY CKT CKi - -- - - EMT ELECTRICAL METALLIC TUBING. CENTERVILLE,MA 02632 ..,. 19 DESCRIPTION - AMP AMP DESCRIPTION m \ - 8'GRAVEL BASE - - - .: ........-g. - SPARE 2 .y •' - - .MGB MASTER GROUND.BAR DRAWING TITLE: GRADE'- " CUBE-PM639 100 \ 1Y 6' "• �i\/ - PCS PERSONAL COMMUNICATION ' 3 - SPARE' 4 5 CUBE-SS 100 - SPARE 6 2 MIN COMPACTED BACKRLL \ PVC RIGID(SCH.•40)POLYVINYL CHLORIDE CONDUIT j� R " 7 - SPARE •8 - 8"MIN. r RGS RIGID GALVANIZED STEEL ELECTRICAL DIAGRAMS e RWY - RACEWAY - pp p 9 - SPARE- '10 COMPACTED. - OL DETAILS. SPARE PROCESSED GRAVEL, RIGID "TYPICAL ° - 11 - � - SPARE � 12 �\ 4"MIN..ON'ALL'SIDES RIGID STEEL CONDUIT _. 13 30 MESA SPAN CABINET 14.. P SPARE SCHEDULE 40 CONDUITS FOR NEW 4" NOTE 15 20 GENERATOR BLOCK HEATER -16 - ELECTRICAL AND TELEPHONE SERVICES DETAIL AS SHOWN.IS FOR 'DRAWING NO: ' 17 20 GENERATOR BATTERY CHARGER - 18 SEE UTILITY AND SITE PLANS.PROVDE SECONDARY ELECTRIC SERVICE - PVC SCHEDULE 40 SIZE AS _ - SPARE APPROVED PULL BOXES AS REWIRED, PRIMARY HIGH VOLTAGE SERVICE RIGID STEEL TO PVC SHOWN ON LAYOUTS 19 15 PAD LIGHTING 20 AND COORDINATE INSTALLATION W/ALL REQUIRES 4'CONCRETE -ADAPTOR - + UTILITY COMPANIES FOR INTERFACING ENCASEMENT. 21 10 TELCO FAN - 22 T TERMINATION DINTS.PROVIDE FULL - - - _.E01- A SURGE SUPPRESSER 20 LENGTH PULL ROPES(TYP.). 15 GFI RECEPTACLE AT GENERATOR 24 ELECTRICAL PANEL SCHEDULE BURIED CONDUIT DETAIL 5 DETAIL B 6DA E DESIGNED BY:GRS LOCATION CODE SCALE:NTS E01 SCALE:NOT TO SCALE E01 - SCALE:NTS E01 - AS SHOWN DRAWN BY:NWC r CHECK'D BY:GRS PROJECT N0. ORIGINAL ISSUE DATE: 384938 -' - - - 96210.344 8/1/17^ F ANDREW UGBKIT2 • FROM O (WHEN (1/4•x21/2"x12") verizon� _ SHOWN ON GROUNDING ANTENNA MOUNT GROUND ` RISER DIAGRAM) -, - COAX CABLE _ SPARES- GROUNDING KITS - .. CABLE - • ® - . ' , I E02 E02 GROUND KIT TO GROUNDING KI • ® ® 0 - .. CADWELD. GPS ANTENNA _ r.ii••tt t311""ll"hh , GROUNDING "" m ® - TO-GROUNDING RING(LOWER EGB) ® CHAPPELL . eu• e • - ER GIG • COAX CABLE NITS DIAGRAM FOR EXACT LOCATIO R FER TO GROUNDING RISER UPPE - N- µ ENGINEERING _ #6 AWG GREEW INS. • OF ALL CONNECTIONS COPPER(TYP) ®. - I® ASSOCIATES,TLC LOWER 3 7 CIGBE E02 E02 I �� II e • C;,tiL-Str't1CTttr.df..l;2tIG'atit.'f✓C}?/TtC7 ` TO EXIST.GROUND C •�•. J J • CADWELD - - R.K. EXECUTIVE:CENTRE _ RING/COUNTERPOISE, --—_____—__ •GPS TO.GROUND,RING" GROUND BAR (EGB). / •' \ 201 BOSTON POST ROAD WEST, SUITE 101 GROUND BAR. .. - scALE:rvor.To SCALE Eo2 MARLBOROUGH, MA 01752' (508) 461.-7400 —— _ #2 AWG SOLID TINNED E --- 2 ANDREW UGBKIT(1/4"x 1/2"x19 1/2� www.chappellengineering.com COPPER(TYP) _ . OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND - - ® MOUNTING BRACKETS AS SHOWN - .. COAX CABLE KITS 2 o. . C _ �II•� "6 GROUND ROD W/TEST �WE� V1 O . `FUryh - E02 f02 WELL(TYP.OF 1) TO GROUND RING 12"TO 24• -�-1 MGBET m F It E ^J % ANTNNA CABLE .. MASTER GROUND BAR (MGB) _ _ TO EQUIP. SCALE:NOT TO SCALE E02 ee WEATHERPROOFING KIT - 474 (SEE NOTE 3) e RRH ' CABLE GROUND KIT 3 - '; #6 AWG STRANDED COPPER GROUND R (GROUNDED TO GROUND BAR).(SEE WIRE NOTE 1 &2) f ENGINEER/LAND SU V OR DATE + •, ` I Q R IS A VIOLATION OF LAW FOR ANY PERSON, ' +. : .' e •. ' ., \ ' - - . UNLESS THEY ARE'ACTING UNDER THE DIRECTION i ., CONNECTION OF CABLE GROUND KIT TO METER AND+ •x 3 '• OF A LITo AL.R TNIS SSIGNAL ENGINEER, - - DISCONNECT - -' • ' - 70 ALTER THIS DOCUMENT. ANTENNA CABLE' GROUND RODS _ 1 DO NOT INSTALL CABLE GROUND KIT AT.A.B_END AND ALWAYS"DIRECT REVISIONS - \ \ (TYP OF 4) - w - GROUND WIRE DOWN TO GROUND BAR. NO. } DESCRIPTION' DATE 2,GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED-. OR O ISSUED FOR REVIEW 6/30/1 ". _ - •' a RECOMMENDED BY CABLE MANUFACTURER. - 7 • 1 - #2 AWG SOLID - _ 3-WEATHER PROOFING SHALL BETWO-PART TAPE SUPPLIED WITH KIT. j 1 REVISED GENERATOR B/l/17 .TINNED COPPER(TYP) \ \� - COLD SHRINK SHALL NOT BE USED. To EXIST. - _. CONDUITS .. SERVICE'• GROUND n __-- - - #2 AWG SOLID TINNED J _ - :DETAIL 4 , COPPER(TYP)TO.EXIST. SCALE:NOT TO SCALE E02 z GROUND RING(TYP OF 2) - - 1 GROUNDING RISER DIAGRAM SCALE:.NOT TO SCALE --. - .Eo2.. ` - - - PROJECT.NAME: CENTERVILLE 2 MA #6 AWG FROM NSTAR ELECTRIC CO. ANTENNA CABLE . GROUND KIT R/W#345,.STRUCT.#199, GROUND BAR ON TO,ANTENNAS GRADE.. WALL,FLooR OR ON.Eoz '• - LINES#136,115kV ANTENNA TOWER 6"CIA.SCH 40 INSPECTION 54'BAIRDWAY SLEEVE W/THREADED PVC COVER TX1'RX1 TX2 RX2 WEATHERPROOFING SITE FINISH GRADE' KIT(TYP.) CENTERVILLE,MA 02632 CADWELD COAX JUMPER GROUND KIT(TYP.) DRAWING TITLE ,. x •asaaea..•e. seta... (TYP.) - (SEE NOTE) . sae =eaasaaeAa ,.. • .�/L-:%�/��\t l C5 f) CONNECTOR " CADWELD CONNECTON(TYP.) - �.�JOG r�,�J C? �> WEATHERPROonNc #6 AWG GROUNDING SCHEMATIC KIT TYP &DETAILS RING GROUND '9' SEE NOTE 2 I I I I' I' ANTENNA GROUND BAR, #2 AWG BCW - !2 AWG SOLID,TINNED SIMILAR TO DETAIL 3 WITHOUT t - SOLID,TINNED - OPPER GROUND WIRE - PIGTAIL - ANTENNA CABLE INSULATORS. BONDED DIRECTLY ' _ 1"x10"NOTCH SLEEVE FOR EXOTHERMIC WELD TO BE USED - TO BTS EQUIPMENT - TO TOP OF TOWER OR TOWER. - PASSAGE OF RING WIRE. - WITH#2 AWG.BCW TO ' (TYPO DRAWING N0: MAINTAIN INTERIOR OF BUILDING SER..GROUND OR - GROUND ROD _ SLEEVE.DEBRIS FREE. - GROUND RING ' -.TO ANTENNA. ' B2 AWG , COPPER CLAD � - - SUPPORT PIPE E-�--- -----i BONDED - - I STEEL 5/8.Ox Y 5/8'COPPER CLAD - •-GROUND BARS AT'THE BOTTOM OF TOWERS/TOWERS TO TOWER F '/^J 10'-0'LONG. + _ _. STAINLESS STEEL GROUND ROD SHALL ONLY USE EXOTHERMICWELDS. `O` .CONNECTION OF GROUND WIRE INSTALLATION OF GROUND TO GROUNDING BAR, TOWER GROUND ROD WIRE TO GROUND BAR GROUND ROD 5 TEST WELL .DETAIL DETAIL 7 DETAIL` 8 SCALE: DESIGNED BY:GRS LOCA710N CODE 'AS SHOWN DRAM er:Nwc . SCALE:NOT TO SCALE - E02 SCALE:NOT TO SCALE E02 - SCALE:NOT TO SCALE E02 .SCALE:NOT TO SCALE E02 CHECK'D BY:GRS PROTECT NO. ORIGINAL ISSUE DATE 384938 96210.344 8/1/17 7 r „ - - EXTERIOR GROUND RING(OUTDOOR - - 2'EMT CONDUIT APPLICATIONS)OR#2 GREENINSULATED' _I STRANDED HALO(INDOOR APPLICATIONS) m n 7/16'DW TYP 4 CADWELD '* verizon� . X 27 FIBER LINES(BY OTHERS) - - - � GROUND(1#2 AWG CONTINUOUS COPPER (GROUND IF NECESSARY) #6 AWG GREEN INS.STRANDED CONNDUCTOR)BARE,TINNED SOLID m m o - ' GROUND WIRE - - d m m 3/8"DIES TYP ' SHINER NOT TO ' - m m m X 4 - - - - \� EXCEED IOT m m 8'.BEND RADIUS RADIUS OF BOND CONDUCTOR - m WALL MOUNTING MIN.BOTH SIDES - SHALL BE V-0'NOMINAL/0'-8" .23°z4'x1/4' BRACKET REMOVE INSULATION FROM WIRE SO AS - - MINIMUM(TYP) i GA_LV.STEEL BAR ?3. _ BO)j0M ER INSTALLATIOTO EXPOSE N OF TWO RARE CER HHOLE COMPONDUCTOR. N GIiAPPELL.a CADWELD CONNECTION _ . 600V INSULATOR - 1#2 AWG BARE,TINNED SOLID OR 1#6 ENGINEERING ' GALV.STEEL GROUND BAR AWG(TO EQUIPMENT,GROUND BARS,ETC.)• _ �Ia oo oo oo ;oo oo. . ..ASSOCIATES,"LLC +. 5/8"-11 X 1. - BOLT WITH 5/8" - - o o.o o 0 0 0 o . - LOCK WASHER BURNDY YA2C2 TWO HOLE - - L ='SialtC2irY74t•t :!`t'!f,'t`x�4tdYVG>/1r1 - <- COMPRESSION LUG(TYP.) - ME ROUND BA C. EXTERNAL GROUND RING TO • EQUIPMENT,c Rs,ET R.K. EXECUTIVE CENTRE- •�.,' '1.SURFACE PREPERATION:ALL CONNECTIONS-MADE TO.BARE-METAL.ALL PAINTED SURFACES SHALL BE MADE BARE' " - - 201 BOSTON POST ROAD WEST,.SUITE 101 To ENSURE PROPER CONTACT:NO WASHERS SHALL BE ALLOWED BETWEEN THE ITEMS BEING GROUNDED.ALL - - - - MARLBOROUGH,MA01752 CONNECTIONS SHALL HAVE AN ANTI-OXIDANT AGENT APPUED PRIOR TO INSTALLATION. '-` -(508) 481-7400 2.BUSS PREPERATIOW ALL GALV..STEEL BUSSES SHALL BE CLEANED,POLISHED AND AN ANTI-OXIDANT APPLIED.' •nQTr•. www.cha ellen ineerin com .NO FINGERPRINTS OR DISCOLORED STEEL WILL BE PERMITTED. #2 AWG INSULATED COPPER - IF AN..ENTRY PORT 1S USED FOR THE PP 9 9' 3.TERMINATIONS*ALL EQUIPMENT TERMINATIONS SHALL BE MADE WTDi A BURNDY TWO HOLE COMPRESSION LUG. _ GREEN STRANDED'WIRE TO FIBER.ENTRY,.THE PORT MUST BE NOTE:ALL CONNECTION TO GROUND SHALL BE NON-DIRECTIONAL -WITH 10-24z3 4'LONG S.S.SCREWS,NUTS AND LOCK WASHERS.ALL BUSS TERMINATIONS SHALL BE MADE WITH A - EXTERNAL GROUND RING GROUNDED TO THE GROUND BAR WITH CAD-WELD OR BURNDY YC2C2.2 HOLE COMPRESSION LUG OR EQUAL.ALL INTERIOR HALO ATTACHMENTS SHALL BEES�2,GREEN COPPER STRANDED WIRE. _ - MADE USING A BURNDY YC2C2 COMPRESSION LUG. - - - -- - ��t1 OF - VIP. INTERIOR & EXTERIOR GROUND BAR INTERIOR GROUNDING AT TELCU ENTRY NON-DIRECTIONAL SPLICE SCALE:N.T.S. - SCALE:N.T.S. / SCALE:N.T.S._ A STEEL HARDWARE .. • - - TWO HOLE COPPER e COMPRESSION TERMINAL - V V..UDED' GROUNDING CABLE WALLSU V OR DATE MOUNTING BRACKET r t. _ ELEVADON °- - IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, GALV.STEEL BUS BAR POLYESTER FIBERGLASS -' TO ALTER THIS DOCUMENT. - -* WALL MOUNTED ... INSULATOR(NEWTON) : , FLAT WASHER REVISIONS TRAY " - _ . STAR'WASHER(TYP) - Mourinec BRACKET' ' , - ^x1J¢'tiEx Bolr NO. ' DESCRIPTION DATE ..�0 ISSUED FOR REVIEW 1 6/30/17 .. •' .. ° 5/8-THREADED ROD(TYP). - GROUND BAR.- REVISED GENERATOR 8/1/17 • -"", FIAT STEEL SURFACE -.. - ,; � ' (GENERATOR CABLE TRAY, ! ..1, CAMLOCK, S BOOSTER,_ NUT(TYP) , TOPABSOLUBTE EM N�MUMR NO INSULATION - 1 , KINDORF CHANNEL :� CONDUIT,CONDENSER ETC.)- - ALLOWED WITHIN THE COMPRESSION TERMINAL -' GROUNDING CABLE - .. - - 'T . EXOTHERMIC WELD - ., SECTION A-A (CADWELD} . MOLDED POLYESTER FIBERGLASS_' - .INSULATOR(NEWTON) ` 2 AWG GREEN-INS. NOTE: UP"OR'STACKING"OF CONNECTION IS NOT PERMITTED. 'PROJECT NAME GALV.STEEL BUS BAR CABLETRAY MOUNTED _ - - : COPPER WIRE - - - 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. _ CENTERVILLE.2 MA TYP. CADWELD #2 GREEN NSTAR ELECTRIC CO. BUS BAR MOUNTING TO FLAT STEEL SURFACE TYPICAL GROUND BAR. CONNECTION DETAIL R/V/#345,sTRucr.#,ss, ' SCALE:N.T.S. SCALE:NOT TO SCALE SCALE:N.T.S. - ' LINES#136,115kV 54 BAIRD WAY CENTERVILLE,MA02632 y. .. - DRAWING-TITLE: J 1/4--20UNC X 1/2"BOLT(CU.)NUT - ST10, RANDED NWIRE(TYP)SULATEDGREEN COPPER - t: GROUNDING DEFAILS &WASHERS(TYP) - - - - - - 1/4'LOCK WASHER STAR WASHER DOUBLE BOLT GROUND DOUBLE CRIMP"0"TAP(TYP) y (TYP) (TYP) _ - 73/4"-^ LUG T&B#53027 T/4'BOLTS- DRAWING NO• • —_ r 1/4"NUT(TYP) ' #2 INSULATED GREEN. T&B TWO(2)HOLE .. .Y.�O { STRANDED TAP(CU) 2 AWG TINNED BARE COPPER LUG(TYP) - v - y • SOLID WIRE(TYP) , - #6 STRANDED,INSULATED " .. GREEN CONDUCTOR ffDENEDY!Rl LOCATION CODE TYPICAL EQUIPMENT GROUND CONNECTION TYPICAL GROUND CONNECTION SPLICE DETAIL CABLE TRAY GROUNDING SHOWN PROJECT NO. TE: 384938 SCALE:N.T.S. - SCALE:N.T.S. SCALE:.N.T.S.- - / 96210.344 - i I I i olu `_" ry o O� 222.92' 2 5 00� 86.(53' ¢0+\ ` N84°25'001w Pe MOUSE #54 LOT 2 / G2,2G3 S.F. r C) Oj �Q�or 12.6 i 27 4 p-,\ �oJ 28. 40.0 O. (/�( I f Date DESCRIPTION Drawn Checked R E V I S 1 0 N S GARAGE ADDITION PLOT PLAN FOR S U LLI VAN AT 54 BAIRD WAY IN CEN TE R VI LLE SCALE: 1" = 30' DATE: DECEMBER 13, 2015 s SHAWN �, MACINNES CONSULTING, LLC acINtvEs � l� P.O. BOX 1182 CIVIL .41328 EAST SANDWICH, MA 02537 (508) 274-2091 SS�ONAc I DRAWN BY: SGM 1 5— a ---- CHECKED BY: SGM SHEET 1 0F ! 1 • i I Y i I I 15>ft7, u if t _ 11 - Do i i f �M I , r E i �, M1 , : , , I . i O . � I �2 t., 9 RSV �NED _• -l--: � . r1T. 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