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of SOUTyo!° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd °`fCoUNTV o� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46533 Date: 09/26/2025 THIS CERTIFIES that the building GENERATOR Location of Property: 165 Peconic Ln Peconic, NY 11958 Sec/Block/Lot: 75.-5-14.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/30/2021 Pursuant to which Building Permit No. 47404 and dated: 01/31/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory generator with sound enclosure for existing AT & T Wireless Communication facility as applied for. The certificate is issued to: Town of Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 47404 09/10/2025 PLUMBERS CERTIFICATION: s Auth iz Si ature ofSQUly° TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE UNT1 SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47404 Date: 01/31/2022 Permission is hereby granted to: Renewal Date: 08/07/2025 Town of Southold Attn: DPW Southold, NY 11971 To: (Generator)Install new generator with sound enclosure at existing AT&T Wireless communication facility as applied for, and with Planning Board approval. Premises Located at: 165 Peconic Ln, Peconic, NY 11958 SCTM#75.-5-14.2 Pursuant to application dated 12/30/2021 and approved by the Building Inspector. To expire on 08/07/2027. Contractors: Fees: Renewal Fee $117.50 Total 117.50 Building Inspector o��pF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �yC4UNTN,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Town of Southold Address: 165 Peconic Ln City: Peconic St: NY Zip: 11958 Building Permit#: 47404 Section: 75 Block: 5 Lot: 14.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: ADB&Son Electric License No: 2344ME SITE DETAILS Office Use Only Indoor Wo Basement F Service F Solar r Outdoor FV— 1st Floor F Pool r Spa r Renovation F 2nd Floor Hot Tub r Generator F%O- Survey rivi Attic r Garage Battery Storage INVENTORY Service 1 ph F Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch 200A UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: 30kW 3 Phase Cummins Generator w/ 200A Transfer Switch Notes: Cell Tower Generator Date: September 10, 2025 Inspector Signature: X Sean Devlin Electrical Inspector sean.devlin(D-town.southold.ny.us 165PeconicLnCel(Generator 50UTy�6 `\/ ` * # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL,Fj [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �tm, IfQi' p f� �v✓ DATE 9f D 7/ INSPECTOR • -- ✓� ------ ` # # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: y � Uve--" Ravolva�4 -D 14*4 DATE INSPECTOR OF SO ✓UTyo� 'l l Lf O l IV ' Ci�w 1 1C/ # # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) M-A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: W�� �a �CGG�Sly DATE INSPECTOR pFSOUTyOIo �-714CM V&5 * # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ([ �] PRE C/O [ ] RENTAL REMARKS: m IS I AA DrOle Mawr nb llcdn Mllsl� 5�eaAML��e l LA CA&.t4 's- rN 04A 7 - v DATE -"v Z INSPECTOR �o�apF 50UTyOlo (� # # T 4 SOUTH LD BUILDING DEPT. OWN O O couMv e�' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: `� US _ 0 2� L�I� lnh I f f DATE 0 INSPECTOR .. OF SOUTyOIo * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: A--- ,�9 �m Q6s v-e,, :knDdrM � r l DATE Y INSPECTOR - OF SOUTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. Coutm, 631-765-1802 4�joj INSPECTION [ ] FOUNDATION 1 ST/ RERAR [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [X�SULATIOWCAU KINGFRAMING /STRAPPING [ FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 0 ly,'� 'Aw SOUIyOIo # # ^ -I d F SOUTHOLD B �IL 5D IN�Q�� TO N O G DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: '941 .� � DATE 0 INSPECTOR OFFICE LOCATION: �QF S0(/ry MAILING ADDRESS: Town Hall Annex h�� O1 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY cn Telephone: 631 765-1938 G p www.southoldtownny.gov UNTI, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: September 26, 2025 � Re: New Cingular Wireless (AT&T) Addition of Generator SCTM#1000-75-5-4.1 `7 5— 5— I LI , a Town Lattice Cell Tower behind the Town Highway Dept., Peconic The Planning Board has found that the requirements of the above-referenced New Cingular Wireless (AT&T) generator addition have been completed based on the site inspection made September 19, 2025. The improvements are in compliance with the General Requirements of§280-70; therefore, we recommend a Certificate of Occupancy be issued for this application. As a reminder, Town Code §280-70 J (5) states the following: noise from base equipment, including any backup generator, shall measure less than 45dB at all adjacent property lines. The new generator shall be maintained within a level 2 sound enclosure to limit the noise to within the code-required levels. ThanR you for your cooperation. nD E 6" E 0, V E S E P 2 6 2025 Building Department Town Of Southold FIELD:NSPEcn,ONAZ 41 t ` T FOUNDATION; IST).; t y t k'OUNDAT�ON' • i t ROUGH 1 A.I)I MO.A. y 1 PLUNYB]NG'• • . 44V� nt II S..•i S,g,i. INSULArTIO1V p R1�I\ , r H. STATE ENtRGY`COL , ems.:• 62( 000 1 >. , 1 i ' G „r. ,�{ OO r04 . �D Q �/M�LI R ��-a.��: •Wit: •; � � zc ,. �,�,��.:' �� .• : . �-' ram,. ••:� �s .n� � �.�--M� --�� ���_... � � � � • r =O Y r. o�SUFFOI,��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT � y i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0 59+ BAN 9 2022 oy • �� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn 04�— - Planron:; Date Received APPLICATION FOR BUILDING PERMIT R ECEHE For Office Use Only DEC 3 0 wi PERMIT NO. % / Building Inspector: BUILDING DEP . '_':Applications and;forms must be filled out in their?ent'irety Incomplete TOWN OF SOU'Il•iOLD :applications will not.belaccepted. Where the,Applkant'is not..the owner;an Owner's.AuthorizAion form(Page;2)'shall k e completed: Date: 11-3-2021 OWNER(S) OF PROPERTY: Name:Town of Southold SCTM #.1000-75-5-14.001 Project Address: 165 Peconic Lane Phone#:631-765-1800 Email: Mailing Address:41405 Route 25, Peconic, NY 11958 CONTACT PERSON: Name: Patrick O'Rourke c/o Centerline Communications Mailing Address:5550 Merrick Road, Massapequa, NY 11758 Phone#:516-263-8817 Email:Patrick@Brennanshore.com DESIGN PROFESSIONAL INIORMATIOI : Name:KMB Design Group Mailing Address:1800 Route 34, Suite 209, Wall, NJ 07719 Phone#:732-280-5623 Email: CONTRACTOR 1 N FORMATION: Name:Jacobs Telecommunications Inc. Mailing Address: 1000 Wilshire Blvd., Los Angeles, CA 90017 Phone#:213-228-8295 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $25,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ONO 1 `". 7, r r PROPERTY-INFORMATION AN 2022.4 _�Existing use of property:Police Station/Public Utility Communication site Intended use of property:same _ Zone or use district in which premises is situated: Are there any covenants and restrict ons w-jhAr_es'pe'ct'to_'" R_80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading:.The owner/contractor/design professional is responsible for all drainage and storm water issues as.provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of'the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations;forthe construction of buildings; additions,alterations or'for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code; housing code and regulations and to admit authorized,inspectors on premises and in buildings)for necessary'inspections.False statemerits'made herein are punishable as:a Class A misdemeanor pursuant to Section 210.45 of the New York state Penal Law: Application Submitted By(print name): rC ��/\! ®Authorized Agent ❑Owner Signature of Applicant: �✓ �/" Date: 1,6/3/;t STATE OF NEW YORK) SS: COUNTY OF /v AS5"!01 ) �����,�=�7�j~'•• a �••,Sfi�,� nn /� oOr 0��y '-�lr being duly sworn, deposes and-Z :th s , he a cant (Name of individual signing contract) above named, zw 4;z _ • ��m • 2. (S)he is the Agent �i.li••..�..••'afi'� (Contractor,Agent, Corporate Officer, etc.) /I��1 MY 111111 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 'y/ day of yA C44'&11Z- 20 9" 1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) i, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Si ature Date Prin Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �F SO� P.O.Box 1179 54375 State Route 25 O�� jyOl Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Q Southold, NY � � Telephone: 631 765-1938 www.southoldtownny.gov u0,��' PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director (, Date: January 31, 2022 Re: Planning Department Report New Cingular Wireless (AT&T) Addition of Generator SCTM#1000-75-5-4.1 Town Lattice Cell Tower behind the Town Highway Dept., Peconic The Planning Department has conducted a review of the proposed generator pursuant to §280-74 B.(2), and recommends approval of this application. Town Code §280-70 J (5) states the following: noise from base equipment, including any backup generator, measures less than 45dB at all adjacent property lines; The new generator will be located within a level 2 sound enclosure, which will limit the noise to within the code-required levels. Thank you for your cooperation. LS E � U E � gUfFflt �,� BUILDING DEPARTMENT-EI al Inspector TOWN OF SOUTH JUL 3 1 2025 Town Hall Annex 54375 Main Road - PO Box 1179 Southold, New York 11971 QQrrgg ' . 19olll'cliin De artment 4, Telephone (631) 765-1802 -FAX(6314JA f ,®id rogerr@southotdtownny,,gov—seand@.southoldtownny.gov APPLICATION.FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date:7/29/2025 Company Name: fie, Electrician's Name: A License No.: 2344 Elec. email: Elec. Phone No: ' [91 request an email copy of Certificate of Compliance Elec. Address.: %K 6 P JOB SITE INFORMATION (All Information Required) Name: Town of Southold Address: 165 Peconic Lane, Peconic,NY 11958 Cross Street: Route 25 Phone No.: Bldg:Permit#:47404 email: joet@unitednetworkcomm.corr Tax Map District: 10.00 Section:75 Block: 5 Lot: } , BRIEF DMW �ES,CRIPTION F WOR I �CLnUDE SQUARE F/OOTAG�E.( le se Print Clearly): I—2-WAYk P `TImSke1 GUIi hbAe Q Ph&J r—square Footage: Circle All That Apply; Is job ready for inspection?: ❑ YES❑NO ❑Rough In ❑ Final Do you need a Temp.Certificate?: ❑ YES❑ NO issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑.Fire Reconnect[]Flood Reconnect[-]service Reconnect❑Underground❑Overhead #Underground Laterals 1 FJ2 H Frame OPole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION � ia1 ®SUFFp��.C� BUILDING DEPARTMENT- Electrical Inspector .Cj� �O (ram TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1 79 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrrccD-southoldtownny.gov — seand(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 02/01/2022 Company Name: Primma Electric Inc. Electrician's Name: Anthony Parrinello License No.: Me-39686 Elec. email:Joet@unitednetworkcomm.com Elec. Phone No: 631-926-3944 0✓ I request an email copy of Certificate of Compliance Elec. Address.: 210 East Nassau Street. Islip Terrace, NY 117752 JOB SITE INFORMATION (All Information Required) Name: New Cingular Wireless (AT&T)Addition of Generator 165- L1 Address: Town Lattice Cell Tower behind the Town Highway Dept. Peconic Lane Cross Street: Peconic Lane and Route 25 Phone No.: 516-557-2398 Bldg.Permit#: �:['] 4-)4 email: mlindbom@clinellc.com Tax Map District: 1000 Section:75 Block: 5 Lot: 4.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): AT&T to install a generator and associated equipment on their existing wireless telecommunications facility, on a new concrete 4'x10' equipment pad with. No additional/new electric service or meter re uired. Square Footage: 140 Circle All That Apply: Is job ready for inspection?: YES 0✓ NO 0 Rough In Final Do you need a Temp Certificate?: YES V NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New ServiceF�Fire ReconnectOFlood ReconnectOService Reconnect[]Underground00verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION a-� PERMIT# Address: Switches Outlets GFI's . Surface Sconces � . HH's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon . Micro: Generator: Combo. Cookfio Transfer AC AH Mini Special: Comments: c o�OSufFQ(KCO BUILDING DEPARTMENT- Electrical Inspector �� Gy TOWN OF SOUTHOLD c - -Town Hall Annex - 54375 Main Road - PO Box 117.9 '= Southold, New York 11971-0959 y O - Telephone (631) 765-1802 - FAX (631) 765-9502' ��� ' �a rogerrCa)southoldtownny.gov — seand(a-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 02/01/2022 Company Name: Primma Electric Inc. Electrician's Name: Anthony Parrinello License No.: Me-39686 Elec. email:Joet@unitednetworkcomm.com Elec. Phone-No:-631-926-3944---- - - 01 request an email copy of Certificate of Compliance Elec. Address.: 210 East Nassau Street. Islip Terrace, NY 117752 JOB SITE INFORMATION (All Information Required) Name: New Cingular Wireless (AT&T)Addition of Generator Address: Town Lattice Cell Tower behind the Town Highway Dept. Peconic Lane Cross Street: Peconic Lane and Route 25 Phone No.: 516-557-2398 Bldg.Permit#: �f'] `L 1-)q email: mlindbom@clinellc.com Tax Map District: 1000 Section:75 Block: 5 Lot: 4.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): AT&T to install a generator and associated equipment on their existing wireless telecommunications facility, on a new concrete 4'x10' equipment pad with. No additional/new electric service or meter re uired. Square Footage: 140 Circle All That Apply: Is job ready for inspection?- ❑ YES 7 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 7 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��a TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ---------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF OWNER At the premises: 41405 Route 25 aka 165 Peconic Lane Peconic,NY Section 75, Block 5, Lot 14.001 ---------------------------------------------------------------------------------X STATE OF NEW YORK ) ) SS.: COUNTY OF SUFFOLK ) Patrick O'Rourke, being duly sworn, deposes and says: I am the APPLICANT in fee of the premises known as Section 75, Block 5, Lot 14.1 (the "Premises" hereafter), and do hereby authorize New Cingular Wireless, PCS, LLC ('AT&T' hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for constructing or installing on the Premises such antennas,support structures,and related equipment as AT&T may require for the establishment of its public utility wireless telecommunication facility. As such,I will fully cooperate with AT&T and its agents in obtaining any required Approvals. By. Sworn to before me this '3 day of IV ������ 2021 o'; NOTARY PUBLIC Centerline Communications LLC l 5550 Merrick Road, Suite 302 Massapequa, NY 11758. ® E 1P December 30,2021 DEC 3 a 2021 R BY HAND BUILUInI d7Ei'T: Town of Southold TOWN OF SOUTHOLD Town Hall Southold,NY 11971 Brian Cummings-Town Planner RE: New Cingular Wireless PCS,LLC(AT&T)—Building Permit Application AT&T site NYNYNY0229 Premises: 165 Peconic Lane Southold,NY 11971 Section 75,Block 5,Lot 14.001 To whom it may concern: Our office represents New Cingular Wireless PCS,LLC(AT&T)with respect to its Application to modify its existing public utility wireless telecommunication facility at the subject premises. As shown in the plans submitted to the Town, the upgrade requires only minor modifications to the existing facility. With respect to the Building Permit Application,the following are enclosed in this submittal package; 1) Building Permit Application&Applicant Consent form**Please note the Town of Southold is the property owner** 2) Four(4)set of signed and sealed construction drawings,prepared by KMB Design Group dated 12/23/2021, including site plans and elevations A check for$4,000 (91222)as a consultant review Escrow fee. 5) Certificates of Insurance from the contractor 6) Application for Certificate of Occupancy form Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section 6409")was adopted in 2012. Under Section 6409, your city retains discretionary zoning review over the construction of new towers, but simple collocations and/or equipment upgrades at existing telecommunications facilities must be approved, no later than February 29,2022. The new law provides that: "A State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." The federal law defines an "eligible facilities request" as "(A) collocation of new transmission equipment; (B) removal of transmission equipment; or(C)replacement of transmission equipment." Also,the Federal Communications Commission issued a Wireless Infrastructure Report and Order-on October 17, 2014 ("FCC Order") which established regulations that clarify and streamline the municipal approval process for eligible facilities requests under Section 6409.A copy of the FCC Order is enclosed herewith. The FCC Order clarifies that municipal review of an eligible facilities request is limited to determining whether the request falls within Section 6409: "a State or local government may require the applicant to provide documentation or information only to the extent reasonably related to determining whether the request meets the requirements of this section [Section 6409]. A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation Centerline Communications LLC 5550 Merrick Road, Suite 302 1 Massapequa, NY 11758 intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities."47 C.F.R. 1.40001(c)(1) The FCC Order also specifies that the term "base station" includes any structure that "supports or houses" communications equipment. Since this structure already supports communications equipment,it is considered a"base station"under Section 6409 AT&T's Application is an Eligible Facilities Request under Section 6409 AT&T's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves"an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." As shown on the plans prepared by KMB Design Group, dated 12/23/2021, AT&T's proposed installation consist principally of the following elements: Install a Natural Gas Generator inside AT&T's leased premises at the base of the communication tower. Accordingly,AT&T's installation involves the"collocation of new transmission equipment"and that will not increase the height of the tower nor the dimensions of the equipment compound. As a result, the installation "does not substantially change the physical dimensions of such tower or base station." Therefore, these proposed equipment upgrades constitute an"eligible facilities request"under Section 6409, and must be approved. Timeline for Review and Approval We would like to highlight an important timing requirement for processing this application. The FCC Order determined that a municipality must act on an eligible facilities request within sixty (60) days of receiving the application. 47 C.F.R. 1.40001(c)(2)(Emphasis added). (Note,the sixty(60)-day period is also known as the"Shot Clock"). Thus,the city must approve this application within sixty (60) days of its receipt, no later than February 29,2022. The FCC Order provides that upon a municipality's failure to act prior to expiration of the Shot Clock,the "request shall be deemed granted" and AT&T will be legally entitled to proceed with construction. 47 C.F.R. 1.40001(c)(4). Note that the FCC Order does allow the Shot Clock to be tolled if an application is incomplete. However,in order to do so, a municipality must provide written notice that the application is incomplete within thirty (30) days of the submittal. 47 C.F.R. 1.40001(c)(3)(i). The notice must"clearly and specifically"describe the missing documents or information,47 C.F.R. 1.40001(c)(3)(i), and, as previously mentioned,such documentation must be necessary to the determination of whether the application qualifies as an eligible facilities request. If the municipality requests additional information after the first thirty (30) days have passed, we will still provide any "reasonably related" information allowed under the FCC Order,but the Shot Clock will not be tolled. In light of the foregoing,AT&T respectfully requests that its proposed equipment upgrades be approved. In the meantime,if you have any questions,please feel free to call or email me. Thank you for your cooperation. Sincerely , Padick O'Rourke Site Acquisition on behalf of AT&T 516-263-8817 Patrick@—Brennanshore.com N • • J UL 3 1 2025 m..bt r� �: *5 7im T s.4. .ue wn_At dhovd ., A9 I000Wllding Department OW—: 262 jh.L . A3F 076Wn of So►athOid July 29,2025 Building Department Electrical Inspector Town of Southold 54375 Main Road Southold,NY 11971-0959 Re:Subject: Submission of Electrical Inspection Permit Application-Permit#47404 Dear Electrical Inspector, I am writing to formally submit the renewal application for Electrical Inspection Permit#47404 for the property located at 165 Peconic Lane,Peconic,NY. Enclosed with this letter,please find the completed application form along with a check in the amount of$117.50 payable to"Town of Southold"to cover the associated fee. Please confirm receipt of this submission and advise if any additional documentation or information is required to process the application. Should you have any questions or need further clarification,I can be reached at 347.398.0600 or via email at amandaf@unitednetworkcomm.com Thank you for your attention to this matter. Sincer Amanda Farinha APPROVED AS NOTED O C C U PA N CY OR DATE: �� -aa B.P.# ° USE IS UNLAWFUL FEE: a3S.62 BY. WITHOUT CERTIFID 71F NOTIFY BUILDING DEPART!�A:ENT AT 65-1802 8AM TC 4PM 0R THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES O NEW YORK STATE & TOWN CODES. .AS REQUIRED AND CONDITIONS OF SOUITHOLD TOWN ZBA ILWMSOUTHOLD TOWN PLANNING BOARD. �'�°"a�u�RE° SOUTHOLD TOWN TRUSTEES N:Y.S.DEC tkyr;iC� S,�,i�ibr �'•r- t -.�: ;ice:,..... POf;SiIANT TO ClHVTLR 2`36 OF THE TOWN CODE. Specification sheet C. Diesel generator set � 25 kW - 40 kW EPA emissions stationary Standby6_ Description Cummins®generator sets are fully integrated Cooling system - Standard cooling package power generation systems providing optimum provides reliable running at up to 50 °C (122 OF) performance, reliability and versatility for ambient temperature. stationary Standby applications. Enclosures-The aesthetically appealing Features enclosure incorporates special designs that deliver one of the quietest generators of its kind. Cummins heavy-duty engine- Rugged Aluminum material plus durable powder coat 4-cycle, liquid-cooled, industrial diesel engine paint provides the best anti-corrosion delivers reliable power, low emissions and fast performance.The generator set enclosure has response to load changes. been evaluated to withstand 180 MPH wind Alternator- Several alternator sizes offer loads in accordance with ASCE7-10. The selectable motor starting capability with low intelligent design has removable panels and reactance 2/3 pitch windings, low waveform service doors to provide easy access for service distortion with non-linear loads and fault clearing and maintenance. short-circuit capability. Fuel tanks-Two dual wall sub-base fuel tank Control system- The PowerCommand®1.1 series are offered as optional features, providing electronic control is standard equipment and economical and flexible solutions to meet provides total generator set system integration extensive code requirements on diesel fuel including automatic remote starting/stopping, tanks. precise frequency and voltage regulation, alarm NFPA-The generator set accepts full rated load and status message display, output metering, in a single step in accordance with NFPA 110 for auto-shutdown at fault detection and NFPA 110 Level 1 systems. Level 1 compliance. Warranty and service- Backed by a comprehensive warranty and worldwide distributor network. Standby rating Prime rating Data sheets 60 Hz 60 Hz 60 Hz Model kW kVA kW kVA C25 D6 25 31.3 22.7 28.4 NAD-5860 C30 D6 30 37.5 27 33.8 NAD-5861 C35 D6 35 43.8 32 40 NAD-5862 C40 D6 40 50 36 45 NAD-5863 Our energy working for you.- y A po v..r cummins.com 02019 Cummins Inc. I NAS-5872-EN.DOCX(8119)A052GO39 ,f Generator set specifications Governor regulation class IS08528 Part 1 Class G2 Voltage regulation,no load to full load ±1.0% Random voltage variation ±0.5%-3 Phase only Frequency regulation Isochronous Random frequency variation ±0.5% Radio frequency emissions compliance FCC code Title 47 Part 15 Class B Engine specifications Bore 95.0 mm(3.74 in.) Stroke 115.1 mm(4.53 in.) Displacement 3.3 litres(199 in3) Configuration Cast iron,in-line,4 cylinder Battery capacity 550 amps at ambient temperature of 0 IF to 32°F(-18 °C to 0°C) Battery charging alternator 40 amps Starting voltage 12 volt,negative ground Fuel system Indirect injection,number 2 diesel fuel,fuel filter,electric fuel shut off Fuel filter Single element,10 micron filtration,spin-on fuel filter with water separator Air cleaner type Dry replaceable element Lube oil filter type(s) Spin-on,full flow Standard cooling system 50 °C(122°F)ambient cooling system Alternator specifications Design Brushless,4 pole,drip proof,revolving field Stator 2/3 pitch Rotor Direct coupled,flexible disc Insulation system Class H per NEMA MG1-1.65 Standard temperature rise 120 QC(248 °F)Standby Exciter type Torque match(shunt)with PMG/EBS as option Alternator cooling Direct drive centrifugal blower AC waveform Total Harmonic Distortion(THDV) <5%no load to full linear load,<3%for any single harmonic Telephone Influence Factor(TIF) <50 per NEMA MG1-22.43 Telephone Harmonic Factor(THF) 0.03 Available voltages Single phase 13 phase • 120/240 0 120/208 • 120/240 delta •277/480 • 347/600 Note:Consult factory for other voltages. Generator set options Fuel system Control Cooling system • Basic fuel tanks •AC output analog meters (bargraph) • Shutdown—low coolant level • Regional fuel tanks • Stop switch—emergency • Warning—low coolant level Engine •Auxiliary output relays (2) • Extension—coolant drain • Engine air cleaner—normal or •Auxiliary configurable signal • Cold weather option for operating heavy duty inputs (8)and relay outputs (8) at<4 cC(40 °F) • Shut down—low oil pressure Electrical Exhaust system • Extension—oil drain • Single circuit breaker • Exhaust connector- NPT Alternator • Dual circuit breakers • Open set with muffler mounted • 120 °C(248 IF)temperature rise • 80%rated circuit breakers Generator set application alternator • 100%rated circuit breakers • Battery rack,larger battery • 105 °C(221 °F)temperature rise Enclosure • Radiator outlet duct adapter alternator •Aluminum enclosure sound level 1 • Excitation Boost System (EBS) or or level 2,with muffler installed, PMG sandstone or green color • Alternator heater, 120 V • Open set Our energy working for you.- , A po v..r culrmins.com ©2019 Cummins Inc. I NAS-5872-EN.DOCX(8/19)A052GO39 i Generator set options (continued) Warranty • Standby,5 year,2500 hour,parts • Base warranty—2 year, 1000 hour, and labor Standby • Standby,3 year, 1500 hour,parts, •Standby,3 year, 1500 hour, parts labor and travel •Standby,5 year,2500 hour, parts . Standby,5 year,2500 hour,parts, •Standby,3 year, 1500 hour,parts labor and travel and labor Generator set accessories • Extreme cold weather kit • Battery charger—stand-alone, 12 V • Battery rack,larger battery • Circuit breakers • Battery heater kit • Enclosure Sound Level 1 to Sound Level 2 • HM1211 RS in-home display, upgrade kit including pre-configured 12"harness • Enclosure paint touch up kit • HMI211 remote display, including • Mufflers—industrial,residential or critical pre-configured 12"harness •Alternator Excitation Boost System(EBS) • HM1220 remote display or PMG •Auxiliary output relays(2) •Alternator heater •Auxiliary configurable signal • Maintenance and service kit inputs(8) and relay outputs(8) • Engine lift kit •Annunciator—RS485 • Various fuel tanks and accessories • Remote monitoring device— PowerCommand 500 Control system PowerCommand 1.1 AC protection • Over current warning and shutdown • Over and under voltage shutdown ir • Over and under frequency shutdown 4. • Over excitation (loss of sensing)fault ` j • Field overload E Engine protection • Overspeed shutdown PowerCommand control is an integrated generator set . Low oil pressure warning and shutdown control system providing voltage regulation, engine protection, . High coolant temperature warning and shutdown operator interface and isochronous governing (optional). Major features include: • Low coolant level warning or shutdown • Battery monitoring and testing features and smart starting • Low coolant temperature warning control system. • High,low and weak battery voltage warning • Standard PCCNet interface to devices such as remote • Fail to start(overcrank)shutdown annunciator for NFPA 110 applications. • Fail to crank shutdown • Control boards potted for environmental protection. . Redundant start disconnect • Control suitable for operation in ambient temperatures from- . Cranking lockout 40 °C to+70 °C(-40 OF to+158 OF) and altitudes to 5000 meters(13,000 feet). • Sensor failure indication • Prototype tested; UL, CSA,and CE compliant. • Low fuel level warning or shutdown • InPowerTM PC-based service tool available for detailed Alternator data diagnostics. • Line-to-Line and Line-to-Neutral AC volts Operator/display panel • 3-phase AC current • Manual off switch • Frequency •Alpha-numeric display with pushbutton access for viewing •Total kVa engine and alternator data and providing setup,controls and Engine data adjustments (English or international symbols) . DC voltage • LED lamps indicating generator set running, not in auto, . Lube oil pressure common warning,common shutdown,manual run mode and . Coolant temperature remote start • Suitable for operation in ambient temperatures from • Engine speed -40 °C to+70 °C • Bargraph display(optional) Our energy working for you power.cummins.com ©2019 Cummins Inc. I NAS-5872-EN.DOCX(8/19)A052GO39 Other data Options • Generator set model data •Auxiliary output relays(2) • Start attempts,starts,running hours • Remote annunciator with(3) configurable inputs and • Fault history (4)configurable outputs • RS485 Modbus®interface • PMG alternator excitation • Data logging and fault simulation(requires InPower • PowerCommand 500/550 for remote monitoring and alarm service tool) notification(accessory) Digital governing(optional) •Auxiliary,configurable signal inputs (8) and configurable • Integrated digital electronic isochronous governor relay outputs(8) •Temperature dynamic governing • Digital governing Digital voltage regulation •AC output analog meters(bargraph) • Integrated digital electronic voltage regulator -Color-coded graphical display of: •2-phase Line-to-Line sensing 3-phase AC voltage • Configurable torque matching 3-phase current Control functions Frequency •Time delay start and cooldown Wa • Cycle cranking • Remote operator panel • PCCNet interface • (2)Configurable inputs • (2) Configurable outputs • Remote emergency stop •Automatic Transfer Switch(ATS)control • Generator set exercise,field adjustable Ratings definitions Emergency Standby Power(ESP): Applicable for supplying power to varying electrical load • for the duration of power interruption of a reliable utility source. Emergency Standby Power(ESP) is in Dim"B" accordance with ISO 8528. Fuel Stop power in accordance with ISO 3046,AS 2789, DIN 6271 and BS 5514. Limited-Time Running Power(LTP): Applicable for supplying power to a constant electrical load for limited hours. Limited-Time Running Power (LTP) is in accordance with ISO 8528. Prime Power(PRP): -- Dim"C" Applicable for supplying power to varying electrical load for unlimited hours. Prime Power(PRP) is in accordance a with ISO 8528.Ten percent overload capability is available in accordance with ISO 3046,AS 2789, DIN 6271 and BS 5514. Dim"A" Base Load(Continuous) Power(COP): Applicable for supplying power continuously to a constant This outline drawing is for reference only. See respective electrical load for unlimited hours. Continuous Power model data sheet for specific model outline drawing (COP) in accordance with ISO 8528, ISO 3046,AS 2789, number. DIN 6271 and BS 5514. Do not use for installation design Our energy working for you.- power.cummins.com ©2019 Cummins Inc. I NAS-5872-EN.D0CX(8r 19)A052G039 Dim"A" Dim"B" Dim "C" Set weight' Set weight* Model mm(in.) mm(in.) mm(in.) dry kg(Ibs) wet kg(Ibs) Open set C25 D6 2224(87.5) 864(34) 1121(44.13) 504(1115) 525(1161) C30 D6 2224(87.5) 864(34) 1121 (44.13) 533(1178) 553(1224) C35 D6 2224(87.5) 864(34) 1121 (44.13) 552(1221) 573(1267) C40 D6 2224(87.5) 864(34) 1121 (44.13) 566(1252) 587(1298) Sound attenuated enclosure Level 1 C25 D6 2384(93.8) 864(34) 1156(45.5) 551 (1219) 572(1265) C30 D6 2384(93.8) 864(34) 1156(45.5) 580(1282) 600(1328) C35 D6 2384(93.8) 864(34) 1156(45.5) 599(1325) 620(1371) C40 D6 2384(93.8) 864(34) 1156(45.5) 613(1356) 634(1402) Sound attenuated.enclosure Level 2 C25 D6 2629(103.5) 864(34) 1156(45.5) 570(1261) 591 (1307) C30 D6 2629(103.5) 864(34) 1156(45.5) 599(1324) 619(1370) C35 D6 2629(103.5) 864(34) 1156(45.5) ' 618(1367) 639(1413) C40 D6 2629(103.5) 864(34) 1156(45.5) 632(1398) 653(1444) Weights represent a set with standard features.See outline drawings for weights of other configurations. Codes and standards Codes or standards compliance may not be available with all model configurations-consult factory for availability. This generator set is designed in facilities certified to ISO 9001 The generator set is available and manufactured in facilities Listed to UL 2200,Stationary certified to ISO 9001 or •, Engine Generator Assemblies. ISO 9002. The Prototype Test Support (PTS)program verifies the performance integrity of the Engine certified to U.S. EPA SI generator set design. Cummins m U.S. EPA Stationary Emission Regulation products bearing the PTS 40 CFR, Part 60. symbol meet the prototype test requirements of NFPA 110 for Level 1 systems. All low voltage models are CSA International The generator set is certified for certified to product class Building seismic application in 4215-01. accordance with International Code Building Code(IBC)2012. Warning: Back feed to a utility system can cause electrocution and/or property damage. Do not connect to any building's electrical system except through an approved device or after building main switch is open. For more information contact your local Cummins distributor or visit power.cummins.com Our energy working for you.- ©2019 Cummins Inc.All rights reserved.Cummins is a registered trademark of Cummins Inc.PowerCommand.AmpSentry,InPower and"Our energy working for you.'are trademarks of Cummins Inc.Other company,product,or service names may be trademarks or service marks of others.Specifications are subject to change without notice. NAS-5872-EN.DOCX(8/19)A052GO39 Sound data CH C30 D6 60 Hz Sound pressure level @ 7 meters, dB(A) See notes 1-6 listed below Configuration Position(note 1) 8 position 1 2 3 4 5 6 7 8 average Standard-unhoused Infinite 78.8 80.5 77.9 80.8 78.4 80.1 79.7 78.5 79.4 exhaust F217-2-sound attenuated Mounted 66.4 69.2 65.7 68.1 67.3 68.5 66.1 67.6 67.5 level 2 F231-2-sound attenuated Mounted 73.6 70.0 66.0 67.0 67.9 69.3 66.2 71.5 69.7 level 1 Sound power level, dB(A) See notes 2-4, 7, 8 listed below Octave band center frequency(Hz) Overall Configuration sound 31.5 63 125 250 500 1000 2000 4000 8000 power level Standard-unhoused Infinite 47.3 67.9 74.9 95.4 97.4 98.9 100.3 96.3 89.8 105.2 exhaust F217-2-sound attenuated Mounted 50.6 80.2 77.2 91.1 88.6 87.2 85.8 83.5 78.2 95.3 level 2 F231-2-sound attenuated Mounted 49.8 80.0 76.2 92.4 89.3 87.8 86.9 84.3 78.9 96.2 level 1 Exhaust sound power level, dB(A) See notes 2, 9 listed below Octave band center frequency(Hz) Overall sound Open exhaust 31.5 63 125 250 500 1000 2000 4000 8000 power level (no muffler)@ rated load 45.9 82.2 85.8 1 94.6 101.3 106.4 108.6 107.5 1 103.4 113.4 Note: 1. Position 1 faces the generator front per ISO 8528-10.The positions proceed around the generator set in a counter-clockwise direction in 45'increments.All position are at 7 m(23 ft)from surface of the generator set and 1.2 m(48 in.)from floor level. 2. Sound levels are subject to instrumentation,measurement,installation and manufacturing variability. 3. Data based on full rated load. 4. Sound data with generator sets with infinite exhaust do not include exhaust noise. 5. Sound pressure levels are measured per ANSI S1.13 and ANSI 512.18,as applicable. 6. Reference sound pressure is 20 pPa. 7. Sound power levels per ISO 3744 and ISO 8528-10,as applicable. 8. Reference power=1 pw(10-12 W). 9. Exhaust sound power levels are per ISO 6798,as applicable. Cummins Inc. Data and specification subject to change without notice MSP-1181 (10/17) PROJECT INFORMATION DRAWING INDEX SITE ADDRESS: 165 PECONIC LN. DWG# DRAWING TITLES PECONIC,NY 11958 A01 COVER SHEET SUFFOLK COUNTY GN01 GENERALNOTES SITE NAME: SOUTHOLD BPD, AREA PLAN AT&T CO2 COMPOUND PLAN FA NUMBER: 10074795 PROPERTY OWNER: CD2A EEVATION TOWN OF SOUTHOLD CO3 EQUIPMENT PLANS SITE NUMBER: NYNYNY0229 SOUTH53095 OLD,NY PO BOX 1179 CO3A EQUIPMENT SPECIFICATIONS SOUTHOLD,NY 11971 C05 SITE DETAILS �� PACE NUMBER: MRNYJ014844 C06 DETAILS PTN NUMBER: 2191AOGHM E01 GENERATOR ORMAGE TI E01 GENERAL INFORMATION SECTION: 075 E02 GENERATOR SPECIFICATIONS Q SCOPE OF WORK: GENERATOR ADD BLOCK 5 LOT: 1q E03 ONE LINE DIAGRAM ZONE: R-80 Q JURISDICTION: TOWN OF SOUTHOLD ORDI ATE KEY MAP CO LATITUDES N 40'02'29.0-(NAD 83) Q LONGITUDE: W 72"27'30.8T'(NAD 83) _ GROUND ELEVATION: ±16'AMSL Q R STRUCTURE HEIGHT: «131'-6"AGL(TOP OF LATTICE TOWER) 4 APPLICANT: Q NEW CINGULAR WIRELESS PCS,LLC(dlbld AT&T) P_ 1 AT&T WAY r l BEDMINSTER,NJ 07921 Q / ' OSP�fey�S Dor�tnion ® ineyerds iz-z1z1 RE PER MS SJS LL ENGINEER: Q CLIENT T-M COMMENS KMBf z DESIGN GROUP,LLC 1800 ROUTE 34,SUITE 209 d'— .1521 RC BJB WALL,NJ 07719 12 2 CSED PER DENTICOMMENTS a PROJECT MANAGER:STEVE STRIEFFLER(732)280-5523 z K AT&T CONTACTS: Q 11-17-21 DES s.Is W Q PCCOnIC REVISED PER lPfl CONSTRUCTION MANAGER:JEFF SIESSEL(732)713-1381 1 CDENCGMMENTS O O �� UTILITY CONTACT: 1031-21 _ ISSUED FOR GO SJs FW Sennino Yineyerd v_�, SITE LOCATION PSE&G LI 0 BUILDING PERMIT FILING S z LLo 1(844)341�378 REVISION DRAWN CHKD. .c o a GAS UTILITY CONTACT: REV. DATE m wa NATIONAL GRID DESCRIPTION BY BY m Z 1(800)930-5003 3 z T CODES&STANDARDS a o rlcm.npo<t'-H.rbor n9 These documents are in compliance&all construction to be in accordance with the <> S following codes&standards as applicable: KMB QL J a 2020 Building Code of New York State 2020 Residential Code of New York State DESIGN GROUP N r North ForR•Antinef 6 2020 Existing Building Code of New York State ` knnbdg.conn a 2020 Fire Code of New York State o w Welfare 2020 Plumbing Code of New York State Boo ROUTE 3q,SUITE 209 a F= WALL,NJ 07714 N 2020 Mechanical Code of New York State • 2020 Fuel Gas Code of Naw York State © (732)280-5623 m 2020 Energy Conservation Constriction Code of New York State N.J.CERTIFICATE OF AUTHORIZATION:24GA28150800 m w, 2020 Property Maintenance Code of New York State �� a 2017 Uniform Code Supplement of New York State F N E W w w 2017 National Electrical Code of New York State FJOB DESCRIPTION Know what's b@SOW. zoD D 10o zoo 40o eoo �PQNEN 4 60 u Im rznI INSTALLATION OF NEW NON-EMERGENCY BACK UP DIESEL GENERATOR ON NEW CONCRETE PAD. Call before you dig. w w 11x17 SCALE:1"=800' 24x36 SCALE:1 =4D0' * " 1 Oo ww Z 1 a a< o of zN �O 08606� � a AgOFES SIONP� ir> Na _o zo Stephen A. Bray a z 5 PROFESSIONAL ENGINEER NJ LICENSE:24GE04414400 12/23/21 wN o J PROJECT NUMBER: w 331.7547."X u _ SITE INFORMATION: p 0 165 PECONIC LN <, PECONIC,NY 11958 SUFFOLK COUNTY FA#: 10074795 =o _ DESIGN TYPE: CO-LOCATION g z¢ =W SHEET TITLE: 2. COVER y SHEET �T SHEET NUMBER: REV.: 01 wo fF o S� A01 3 1, 3T Do GENERAL CONSTRUCTION NOTES: SECTION 01613-DELIVERY,STORAGE AND HANDLING: 20. For cold-weather and hot-weather concrete placement,conform to applicable ACI codesand G.All threaded rods shall be 112"diameter A36 steel unless otherwise noted. recommendations.In either case,materials containing chloride,calcium,salts,etc.shall not be used.Protect H.Temporary structures for staging and construction shall be capable of withstanding forces specified by the 1. This set of plans has been prepared for the purposes of municipal and agency review and approval.This set 1. The Contractor shall be responsible for all procedures and scheduling associated with hoisting,staging,and fresh concrete fmm weather for 7 days minimum. local building code current edition. of plans shall not be utilized as construction documents until all drawings have been revised to Indicate erecting of materials and equipment to and/or upon the site. "ISSUED FOR CONSTRUCTION."Contractor shalle-mailplerrs@kmbdg.comto ensure that they have the GENERAL NOTES FOR POST-INSTALLED ANCHORS 4. Inspections: latest set of construction drawings prior to commencing any work whatsoever. 2. All elements of the existing site,i.e.structures,site plantings,etc.shall be protected as necessary from said (HILTI OR APPROVED EQUAL) A.All structural steel antenna frames,and connections shall be inspected prior to Installation o1 antennas. ,�1 actions.This work must be done in a safe,secure nondestructive manner for protecting personnel and AT&T 2. ADA compliance:The facility is a normally unoccupied mobile radio facility. B.All antenna cable trays,supports,channels and clamps shall be inspected prior to installation of antenna Pr°Pert1'- cables. 3. These plans are intended to be used to direct the proposed layout Drawings should not be scaled unless SECTION 01740 WARRANTIES AND BONDS: EPDXY ANCHOR MOUNTING CHART C.Coordinate all Inspections with the client's Construction Manager. otherwise noted.Plans,elevations and details are intended to show the end result of design.Minor D.Contractor to make notifications 72 hours prior to any required Inspections. modifications may be required to suitjob dimensions or conditions. 1. The Contractor shall guarantee all labor and materials used in this project for a minimum period of one(1) WALL TYPE METHOD OF ATTACHMENT year commencing from the date of final acceptance by the client The Contractor is not required to guarantee 4. The contractor shall verity all dimensions and conditions and notify the Project Manager of any discrepancies material supplied by the Owner. HILTI HIT HY200,MINIMUM EMBEDMENT 6"SPACED 16"ON CENTER before starting any work CONCRETE UNLESS NOTED OTHERWISE 2. Final date of acceptance is deemed as the date that all required slate and federal approval have been 5. These plans are designed to reflect observed field conditions.Certain conditions are assumed to comply with obtained including,but not limited to: (CMU AND BRICK) 16"OIN CENTER UNLESS NOTED OTHERWISE MINIMUM HIT HY270 WITH SCREEN TUBE, EMBEDMENT 6"SPACED Q general standard construction design methods and principles,and the Contractor shall note that not all areas A Final inspection of structural attachment have been opened or specifically verified.The Contractor is therefore requested to B.Certificate of Occupancy THRU-BOLT MOUNTING CHART notify the Engineer immediately should encountered field conditions vary from those depicted on the drawings.KMB Design Group,LLC will issue field change direction if required.The Project Manager is 3. Any deficiencies that come evident during this one(1)year period shall be corrected by the Contractor atthe referenced on the cover sheet. Contractor's expense. WALL TYPE BOLTTYPE Q 6. All equipment and materials shall be installed in accordance with the manufacturer's recommendations unless DIVISION 2-SITE WORK CONCRETEIMASONRY F11.GRADE 55---BOLT UNLESS NOTED OTHERWISE otherwise noted by the Engineer of Record. Q 1. The Contractor shall call utilities prior to the start of construction. 7. The Contractor shall be responsible for all work performed and materials Installed to be in strict conformance, INSTALLER TRAINING Q as a minimum standard,with all applicable codes,regulations and ordinances having jurisdiction.Electrical 2. All existing active sewer,water,gas,electric,and other utilities where encountered in the work shall be systems shall be installed in conformance with the National Electrical Code,and all other local and state protected at all times,and where required for the proper execution of the work,shall be relocated as directed 1. Installers must be certified through the ACUCRSI Adhesive Anchor Installer Certification program or jurisdictional codes,ordinances,and with local utility company specifications,whichever is more stringent by Engineers.Extreme caution should be used by the Contractor when excavating or pier drilling around or equivalent The General Contractor shall arrange installation training for all post-installed anchor products Q near utilities.The Contractor shall provide safety training for the working crew.This will include but not limited specified and shall provide the Engineer of Record documentation demonstrating that all personnel B. The Contractor shag keep contract area clean,hazard free and dispose of all dirt,stumps,stones,rubbish or to: responsible for installing anchors are trained prior to the commencement of installing anchors. ¢ debris in accordance with all local and environmental laws.No materials or equipment shall be placed A Fall protection REVISED PER o anywhere on or in the structure without making adequate provisions to protect existing property.Upon B.Confined space t2-z3ztENT cos s,ls completion,repair an dame that may have occurred during 2 Installers shall be trained on the complete installation process for drilled-in anchors,including but not limited 3 COREV REVISED F;z py damage y g constaction.Repair all existing wall surfaces C.Electrical safety to: Q REVISED PER 1= damaged during construction such that they match and blend with adjacent surfaces. D.Trenching 8 excavation tz-ts.2t Rc sus z� A Hole Drilling Procedure 2 CLIENT COMMENTS -z 9. The Contract REVISED PER or shall be solely responsible and have control over construction means,methods,techniques, 3. All site work shall be as indicated on the drawing and stipulated in the specification project summary. B.Hole Preparation 8 Cleaning Technique p¢ sequences,and procedures. C.Adhesive Injection Technique 8 Dispenser Training!Maintenance t tt-tT-zt CUENTCOMMENTS Des sLs 4. If necessary,rubbish,stumps,debris,sticks,stones,and other refuse shall be removed from the site and D.Reber Dowel Preparation and Installation 00 SPECIFICATIONS FOR SIKA TOP 123 PLUS NON SHRINK GENERAL PURPOSE itsposed of legally. E.ProofLoadin/Tensile Teslsrror uin ISSUED FOR F W 9 9 9 Q tazt-zt Go s.ls 5 GROUT: 0 6UILDING PERMIT FlLING 5. The site shall be gratled to cause surface water flow away from the equipment shelter and monopole areas. GENERAL PROCEDURES �o REVISION DRAWN CHKD. ya 1. All non-shrink general-purpose grout shall be installed in accordance with the manufacturer's 6. No fill or embankment material shall be placed on frozen ground.Frozen materials,snow or ice shall not be Contractor/installer to Follow anchor manufacturer specifications and instructions for use,including but not limitetl REV. DATE DESCRIPTION BY BY w recommendations. placed in any fill or embankment to the following general procedures: 3 M z° 1 Hole Drillin Procedure O w 2. The non-shrink general-purpose grout shall be mechanically mixed for a minimum often minutes. 7. The sub grade shall be compacted and brought to a smooth uniform grade prior to finished surface - g a I- A.Drill holes with rotary impart hammer drills using carbide-Upped bits,hollow drill bit system,and/or core zw 3. Mix no more grout then can be placed in 10 to 15 minutes. application. t- drills using diamond core bits.Drill bits shall be of diameters as specified by the anchor manufacturer. rcal 4. Surfaces to receive the grout shall be free of any type of foreign material and bond inhibiting materials.Be B. All existing inactive sewer,water,gas,electric and other utilities,which interfere with the execution of the Unless otherwise shown on the Drawings,all holes shall be drilled perpendicular to the concrete or ¢o work,shall be removed and/or capped,plugged or otherwise discontinued at paints which will not interfere masonry surface. o "sure repair area is not less than 1/B in depth. with the execution of the work, ova o subject to the approval I f engineering. o z j j pp n ¢0 2. Hale Preparation 8 Cleaning J rc S. The substrate shall be saturated surface dry with no standing water.Mortar must be scrubbed into substrate 9, The areas of the Owners property disturbed by the work and not covered by the building or driveway,shall be o. filling all pores and voids. acted to a uniform slope,fertilaed,seedeQ,and covered with mulch as specified in Ne ification of A.Holes must be free of debris,dust,water,ice,oil,grease,and other contaminants prior to adhesive 13 g pe, p spec Injection.Installer to ensure all holes are properly cleaned using compressed air and steel wire brush, �w landscape work following manufacturer specified methods: DESIGN GROUP ~ o x 6. Typical properties of the grout shall be as follows: w Compressive strength(ASTM C-109 modified) • Far blowing out the hole,blow out with all free air until return air stream is free of noticeable dust N 10. The Contractor shall minimize disturbance to existing site during construction.Erosion control measures,shall knlbdg.com z> 1 day:3500 psi min(24.1 mpa) For brushing out the hole,only use specified wire brush.The brush must resist insertion into the hole.If O i be in conformance with the local guidelines for erosion and sediment control. not,brush is too small and must be replaced. w 7 day:6000 psi min(44.8 mpa) 28 day:7000 psi min(48.3 mpa) I B00 ROUTE 34,SUITE 209 F❑ 11. All back fill shall be compacted to 95%modified proctor density as determined by ASTM standard test >< • Flexural strength(ASTM C-293)@ 28 days:2000 psi(73.8 mpa) procedures. 3. Cartridge Injection Adhesive Anchors WALL NJ 07719 ¢ �y w Splitting tensile strength(ASTM CABS)@ 28 days:900 psi(5.2 mpa) A.Clean all holes per manufacturer Instructions to remove loose material and drilling dust prior to installation (732)280-5623 • Bond strength(ASTM C-882 modified)@ 28 days:2200 psi(15.2 mpa) of adhesive.In act adhesive into holes proceeding from the bottom of the hole end progressing toward the o DIVISION 3-CONCRETE P pit g E The Portland cement mortar shall not produce a vapor barrier surface in such a manner as to avoid introduction of air pockets in the adhesive.Fallow manufacturer N.J.CERTIFICATE OF AUTHORIZATION:24GA28150800 • Density(wet mix):132 lbs/cu ft(2.2 kg/I) recommendations to ensure proper main of adhesive components.Sufficient adhesive shall be injected ¢o Permeability-AASHTO T-277 @ 28 days:approximately 500 coulombs 1. Design and construction of all concrete elements shall conform to the latest editions of the following Pr°P 9 P 1e o applicable codes:ACI 301"Specifications for Structural Concrete for Buildings";ACI 318"Building Code in the hole to ensure that the annular gap Is filled to the surface.Remove excess adhesive from the suitable device to center the anchor in the hole. N a Requirements for Reinforced Concrete". surface.Shim anchors with sui I Q E(/t/ 2 7. All steel bearing plates and main support steel shall be installed once the grout has been leveled and has q B.For hallow mason p 9¢ ci applications,contractor to use lastio-mmesh screen tubes and inserts,following .- w.O been cured for a minimum of 24 hours.The full design equipment load shall be installed after the grout has manufacturers specifications. c Ia cured for 48 hours. 2. Mix design shall be approved by Owners representative prior to placing concrete. Pec Q- E N q 6 Q� C.Do not disturb or load anchors before manufacturer specified cure time has elapsed. a P- B. Should the contractor wish to propose n alternative rout and method of working outside these parameters, 3. Concrete shall be normal weight.6%air entrained(31.5%)with a maximum 4"slump,and have a minimum D.Observe manufacturer recommendations with respect to installation temperatures for cartridge injection V p pose a g g ou pa .L "9 M o this must be presented to the Engineer in writing with a full method statement,material data sheet and 2&day compressive strength of 3000 psi unless otherwise noted. adhesive anchors. * O w installation instructions for his/her approval. � w 4. Maximum aggregate size shall be 1". POST-INSTALLED ANCHOR SPECIAL INSPECTION -4 Failure to comply with this specification could seriously affect the stability of the Installation. ¢y 5. The following materials shall be used: 1. The General Contractor shall notify the Engineer of Record and Special Inspector of Record when -' a DIVISION 1-GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK" Po N performed Nand cement ASTM C 150,TYPE I post4nstalled anchor work is scheduled to be perfoed to allow on-site inspection during installation. y o Reinforcement: ASTM A 185 Normal weight aggregate: ASTM C 33 2. The General Contractor shall document their work with photographs and/or video during the installation m I LLo w 1. The Contractor shall review and became familiar with specifications contained in the bid package prepared by Water. Drinkable a a KMB Design Group,LLC and the client The Contractor shall e-mail plans@kmbdg.com to ensure that they process demonstrating the above minimum general procedures have been performed,and shall furnish Admixtures: Nonohloritle containing photographs,videos,and/or test reports to the Engineer of Record as part ofthe Special Inspection review w O z have the latest set of construction drawings prior to commencing any work whatsoever. and project closeout process. �O 08 6 0 6 z 0 2. In the event of a conflict between the bid package specifications and these notes,the provisions of the clients 6. Reinforcing details shall be in accordance with the latest edition of ACI 315. A a specifications shall take precedence. 3. The Contractor is responsible for the compliance with all items noted.Failure for the Contractor to provide �'�FES S IONP P 7. Reinforcing steel shall conform to ASTM A 615,grade 6D,deformed unless noted otherwise.Welded wire sufficient training documentation,notifications to the engineer,and/or to provide sufficient progress 'e> fabric shall conform to ASTM A 185 welded steel wire fabric unless noted otherwise.Splices shall be class does not remove the Contractors liability for full compliance and ma re the Contractor to c i< 3. The Contractor shag visit the site of the proposed work and fully acquaint themselves with the conditions as "B"and all hooks shall be standard,unless otherwise noted. photographs ryy quire the exist in order that an restrictions pertainingto the work are understood.All areas and dimensions are remove and reinstall all anchors and repair adjacent affected areas. L7 i LL indicated on the drawings as accurately as Possible,ble,but all conditions shall be verified by each contractor 8. The following minimum concrete cover shall be provided for reinforcing steel unless shown otherwise on Stephen A. Bray a <1, and/or subcontractor at the site.The failure of the contactorto examine or receive any form,instrument or drawings: DIVISION 5-METALS document,or to visit the site shall not relieve the Contractor from any obligation with respect to their quoted Concrete cast against earth.........3" PROFESSIONAL ENGINEER wprice. ntractors have Concrete exposed to earth or weather. N ¢ The submission of a quotation shall acknowledge that the Contractor and their Subco P SECTION 05120-STRUCTURAL STEEL r i z fully examined the site and know the existing conditions and have made provisions for operating under the #6 and larger......................................2" NJ LICENSE:24GE04414400 12/23/21 w y conditions as they exist at the site and have included all necessary items. #5 and smaller....................................1 12" m 1. Codes and soecifcatiens F Concrete not exposed to earth or weather or not cast against the ground: PROJECT NUMBER: a- 4. The General Contractors responsibilities shall include,but not be limited to,construction of the equipment A The fabricatioNerection shall conform to the requirements of the following codes and specifications,latest °= Stab and wall..........................................3/4" 9� 9 Pay 3 77 47 X o foundation,including electrical service,telephone conduits,grounding system and coordination with local Beams and columns............................1 12" edition,unless otherwise no 331./rJ4/.AS A M� utility companies. The local building code. o 01 9. A 1"chamfer shall be provided at all exposed edges of concrete,unless otherwise noted,in accordance with AISC 36D specification for structural steel buildings. SITE INFORMATION: i 5. The an installers responsibilities shall include,but not be limited to,cable tray installation,routing of ACI 30 section 4.2.4. - . ASTM Assz structural areal(for all w aeptipna only). 165 PECON IC �I cables from radio equipment to antennas,associated hardware for securing antenna cables,antenna mounts, -- z z ASTM A36 structual steel(all other sections).u determining supplier of antennas,grounding of antennas to grounding system,installing antennas and 10. Installation of concrete anchor,shall be per manufacturers written recommended procedure,the anchor bolo P ECON IC, NY 11958 w verifying with Radio Frequency Engineers,the alignment,location,and proper orientation of antennas. dowel or rod shall conform to manufacturers recommendation for embedment depth or as shown an the ASTM A53,type E,grade B,electric resistance welded steel pipe. SU FFOLK COU N I 1 odrawing.No rebar shall be cut without prior engineering approval when drilling holes in concrete. ASTM 123 zinc(hot-dip galvanized)coatings on Iran and steel products. <Y 6. The Contactors shall coordinate construction activities with the building Landlord in order to avoid conflicts ASTM 153 zinc coated(hot-dip)Iran and steel hardware. ,1�f of with current use of the site. 11. Curing compounds shall conform to ASTM C3 J11109. AWS D1.1 structural welding code. FA TT• 10074795 /95 r�i O EWTIA-222 structural standards for steel antenna towers and antenna supporting structures. g z 7. The Owner may have work performed under separate contracts,concurrently,with the work of this contract 12. Admixtures shall conform to the a ^'+W O ppropriate ASTM standard as referenced in ACI3D7. r N 2. Design parameters: DESIGN TYPE: 8. The General Contractor shall permit access to the project to these contractors to perform their work. 13. Do not weld or tack weld reinforcing steel. E A.The structural steel antenna mounting frames are designed to provide support far antennas and all CO-LOCATION "s i 9. The Contractor shall conform to all applicable local,county,state,and federal codes,laws and requirements, hardware and accessories associated with antennas. z including OSHA 14. All dowels,anchor bolts,embedded steel,electrical conduits,pipe sleeves,grounds and all other embedded items and formed details shall be in place before start of concrete placement SHEET TITLE: o �� 3. FabricatioaaidInstallationreguirements: GENERAL NOTES 1D. The Contractor shall apply and pay for the construction permit,certificate of occupancy and all other required 15. Locate additional construction joints required to facilitate construction as acceptable to Engineer.Place A The antenna supports,antennas and mounting hardware shall be constructed plumb,level and true. I o K permits or licenses.The Contractor is responsible for obtaining all Inspections. reinforcement continuous/ through ro y g joint B.All structural elements and fasteners shall be galvanized in accordance with ASTM A123 and At 53. c C.Welds should be shop made wherever possible,conforming to AISC specification and AWS requirements. !p F11. Care shall be exercised in protecting the building occupants during the demolition and construction periods of 16. Reinforcement shall be cold bent whenever bendingis required. r this project.Every effort shall be made to maintain a clean operation.Debris shall not acoumulate.All debris q All welds are to be of the size and type indicated.Contractor shall employ a licensed welder and shall wgl be deposited in a suitable container on a daily basis and shall he emptied on a regular schedule.The provide the engineer with their name and a copy of their license prior to commencing any field welding. WI 17. Place concrete in a uniform manner to prevent the formation of cold joints and other planes of weakness. SHEET NUMBER: REV.: s location of the container shall be coordinated with the Building Manager. Vibrate the concrete to fully embed reinforcing.Do not use vibrators to transport concrete thorough chutes or D.Contractor shall provide fire watch during all welding operations,brazing and soldering and other work formwork requiring the use of an open flame.Two(2)hand held 30 Ib fire extinguishers and adequate water supply S 12. Safety procedures:Attention Is directed to federal,state,and local laws,rules and regulations concerning shall be maintained on site.Fire watch plan shall be submitted to the client for approval prior to welding. construction safety and health standards.The construction company awarded this project shell ensure all 18. Do not place concrete in water,Ice,or on frozen ground. E.All bolted connections shall be A325 high strength bolts 518"diameter minimum size unless otherwise w J o w working surroundings and conditions are sanitary,and are not hazardous or dangerous to the health or safety noted.Bolts shall be supplied with flat washers.Bolts shall be tightened in accordance with the AISC snug ® ,y of the work crews or building occupants.Precaution shall be exercised at all times for the protection of 19, Do not allow concrete sub base to freeze during concrete curing and setting period,or a minimum of 14 days tight condition,unless otherwise noted, apersons and property It is mandatary that the safety provisions of applicable local laws,OSHA regulations after placement. F.Protective galvanized coatings which were damaged or removed during erection or transportation shall be rr and building and construction codes,be observed for all contractors and antenna riggers. restored by painting with zi-ich primer. zi 3 00 Y EXISTING FENCED COMPOUND AT&T I -- -- -- -- --� I 1 I m I 1 Q I 1 I EXISTING LATTICE Q TOWER Q y ----------J / Q 1 � I _ o ' � REVISED PER TWS SJS K 1 ' Q 12-2}21 CUENTCOMMENTS O LL O I Q REVISED PER RC SJS Q r 1 ' 2 12-1531 C4EM COMMENTS z EXISTING PROPERTY REVISED PER 2K LINE Q it-1T-31 CLIENT COMMER NTS D� SJS 'U / ISSUEDFO DO ` ` Q 1621-21 BUILDINGPERMITFIUNG GO SJS EXISTING BUILDING (TYP) 1 / REVISION I DESCRIPTION D BY N CBYD W REV. DATE z Q o i KMB > m 0� DESIGN GROUP 1 kmbdg.com EXISTING 1800 ROUTE 34,SUITE 209 o ' BUILDING WALL,NJ 07719 S a / (732)280-5623 o i N.J.CERTIFICATE OF AUTHORIZATION:24GA28150000 ¢N 1 o� 1 QF NEB, N�N w Ag � 1 U wz w 1 VIA 7i � a 00 1 —"� --�--� IV 11 o� O Q8606� �� w Q pq�FESSOA1. , O< �I a� 1 Stephen A. Bray z 1 ) I PROFESSIONAL ENGINEER NJ a � 1 w / � PROJECT NUMBER: 12/23/21 w a- o; 331.7547.AP 0.0a SITE INFORMATION: ROUTE 25 MAIN ROAD 165 PECONIC LN m, PECONIC, NY 11958 0 o SUFFOLK COUNTY y <o FA#: 10074795 ~ 0o M o S DESIGN TYPE: CO-LOCATION s iSHEET TITLE: AREA °K PLAN SHEET NUMBER: REV.: wl Z s u� ~ S 8 0 4 8 6 32 a Lw�Em S P® 1 �/ 11 1 AREA PLAN i 3.w Y 0 0 11x17 SCALE:1"=150' 24x36 SCALE:1"=75' EXISTING AT&T CABLE BRIDGE 1 1 PROPOSED AT&T CONCRETE PAD lV CO3 CO2A 10' RADIUS AT&T PROPOSED AT&T ELECICAL 2 ROUTED UNDERGRO NDTRFROM PROPOISED CO3 GENERATOR TO NEW ATS WITHIN EXISTING AT&T EQUIPMENT SHELTER PROPOSED AT&T 3OkW AC Q DIESEL GENERATOR ON i' -� NEW CONCRETE PAD A i EXISTING AT&T ANTENNA & Q ANCILLARY EQUIPMENT (TYP) EXISTING T-MOBILE CABLE I I \ BRIDGE 0 EXISTING T-MOBILE EQUIPMENT PAD Q 12 z32 REVISED PER rns sJs B CLIENT COMMEM OREVISED PER IEXISTING LATTICE TOWER zQ 12 $x' CUENTCOMMENTS RC sJs a 1 I REVISED PER p? I I [ l I I 1Q �( CLIENT COMMENT.iL o OBS SJS N EXISTING AT&T EQUIPMENT I / I I IL Io-z+zJ NGER.ITD FIR co sJs zLL SHELTER ( I EXISTING T-MOBILE UTILITY BUILgNO PERMIT FILING w o I REVISION DRAWN CHKD. I / I H-FRAME REV. DATE DESCRIPTION BY BY of 2 EXISTING WOOD UTILITY POLE a' S� ' DESIGN GROUP o. EXISTING VERIZON CONDUIT Z. BELOW GRADE kmbdg.com w> 1800 ROUTE 34,SUITE 209 � a WALL.NJ 07719 ¢ x w (732)280-S623 ^p z I N.J.CERTIFICATE OF AUTHORIZATION:24GA25180800 w u I �— ao Y—[� EXISTING COMPOUND FENCE OF NEW y N \NE N e� o x aI�- EXISTING CSC CABINET (BY OTHERS) w m z y i •—[—_—[—_—[—_— —_— Z - �I—i I . aom o EXISTING GENERATOR 086064 A °o (BY OTHERS) m y I I EXISTING VERIZON EQUIPMENTSHELTER R�FESStONP� z o t7 i Stephen A. Bray 5 i PROFESSIONAL ENGINEER i NJ LICENSE:24GE04414400 12/23/21 w� EXISTING PROPANE TANK I EXISTING ELECTRIC METER PROJECT NUMBER: / �d (BY OTHERS) oU (BY OTHERS) i /�� 331.7547.APX oa o So EXISTING WOOD UTILITY POLE SITE INFORMAT ON: - 165 PECONIC LN i PECONIC, NY 11958 SUFFOLK COUNTY wp o FA#: 10074795 r S DESIGN TYPE: � CO-LOCATION �5 �¢ SHEET TITLE: COMPOUND or PLAN SHEET NUMBER: REV.: wp ELF U� p 4 8 4 0 2 ow �� 1 COMPOUND PLAN �w 0 0 11x17 SCALE:3132"=1'-0" 24x36 SCALE:3116"=1'-0" Y EXISTING AT&T ANTENNA & ANCILLARY EQUIPMENT AT&T EXISTING WHIP (BY OTHERS) EXISTING ANTENNA (BY OTHERS) (TYP) Q REVISED PER EXISTING ANTENNA Q CDEWCOMMEN S �z (BY OTHERS) (TYP) z-zsil rns sJs Z REVISED PER K- 2 1L1SZ1 CNENTCOMMENiS RC SJS O J REVISED PER Z? 1 11-17-21 CIJENTCOMMENTS DBS SJS wQ SSU 00 0.2 w ED GO SJS FOR 0 11-21 11 PERMIT FILING oa REV. DATE REVISION DRAWN CHKD. DESCRIPTION BY BY �w 0. 3 mz a of 0 6 z r Q W <O Z o IKOMB p Q>0 ~ n Q W < U ^. o. - DESIGN GROUP 0; a kmbdg.com N i CD Z EXISTING LATTICE TOWER 1800 ROUTE 34,SUITE 209 X r Z F WALL.NJ 07719 N V) �_ (732)280-5623 X X o z W W N.J.CERTIFICATE OF AUTHORIZATION:24GA28150800 w� p O z p1 o o - pF NEW H Nag �0 a I _I GJ A\ -91 a o 00 C? D, EXISTING AT&T GPS ANTENNA �O 086068, � o .a ¢ EXISTING VERIZON EQUIPMENT 9�PESS10N� z SHELTER (BEYOND) Z � �O fD a i EXISTING AT&T CABLE BRIDGE Stephen A. Bray I z PROFESSIONAL ENGINEER �g a �� PROPOSED AT&T 30kW AC p DIESEL GENERATOR ON NJ LICENSE:24GE04414400 12/23/21 ul PROPOSED CONCRETE PAD PROJECT NUMBER: EXISTING T-MOBILE O w ? O CABLE BRIDGE D_ 331.7547.APX N o af SITE INFORMATION: ti i0 a EXISTING AT&T EQUIPMENT o SHELTER 165 O PECONIC, NY 11958 o m EXISTING COMPFENCE OUND— o SUFFOLK COUNTY F- <o FAY: 10074795 ~ DESIGN TYPE: � os CO-LOCATION s i :-\O' AGLX SHEET TITLE: U W GRADE ±16 :. ELEVATION OG gg t7 FS �_ i SHEET NUMBER: REV.: Wol Er SF 4 0 2 4 8 16 ow CO2A 3 ry rat'rc Im rEnl al w� 1 NORTHWEST ELEVATION Z Z L 0 0 11x17 SCALE:1116"=1'-0" 24x36 SCALE:1/8"=1'-0" �i- -i-i-[-[-i-l-•-i-1-z-[-Y-1-1-Y-Y-Y-Y- [ -[-ice•-F-•-Y-i-[-•-[-[-[�i-•-i � �l3ISN AT&T LUCENT CABINET TO REMAIN EXISTING AT&T CABLE PORTS [—i— —Y EXISTING AT&T HVAC UNIT EXISTING COMPOUND FENCE EXISTING AT&T FIF \ J TO REMAIN TO REMAIN (TYP) AT�� RACK TO REMAIN (TYP OF 2) EXISTING AT&T 1900 NMPK iCABINET TO BE REMOVED EXISTING AT&T 850 NMPK CABINET TO BE REMOVED Q EXISTING AT&T ARGUS Q POWER PLANT TO REMAIN -r-r-r-- -- - -1--r-r-r---r-r-�-I- --I- - -r--r-r ��r EXISTING AT&T TELCO BACKBOARD TO REMAIN -- i IREVISEDPER O 12-2321 T1"� �S 3 CLIE ISED PER COMMENTS Q12-1521 CNENT COMMENTS RC SJS a Z T'-r-r-I-� Z i t REVISED PER ! ! I I I i ! ! ! I I ! ! I ! I ! I I ! I ! I i ! ! ! 1 11-1T-21 CLJENT COMMENTS DBS SJS wi I -! I I ! I I I I ! 1 1 1 1 1 1 1 1 1 1 1 00 L-.L_-LJ-.J-.-1-1-.l_ 1-.1-L-.L-L-i_-t--L.--J__J-J-1-1--1-.A_-.L-..--L.- ISSUED FDR GD SA -II 0 1P21-21 BU'..PERMIT FlLING w i I._._ ._..r.._r.-I-�....,-.....__-�.._,. ..r...�. ... T-__.I. rc I I 1 I I I I ! ! I I ! ! ! I I I ! I I I I I ! I REVISION DRAWN CHKD. REV. DATE DESCRIPTION BY BY oU 3 IJU a zi I / PANEL / <o I % EXISTING AT&T TO REMAIN o< KMBOM o p I O EXISTING AT&T MAIN AC MEITER TO REMAINECTRIC \ d< PANEL TO REMAIN ry EXISTING AT&T MANUAL TRANSFER EXISTING AT&T GENERATOR DESIGN GROUP w z ° 2 a I SWITCH TO BE REPLACED ( PLUG TO REMAIN kmbdg.com � "Rn w> 1800 ROUTE 34,SUITE 209 L1 �= 1 EXISTING EQUIPMENT PLAN (732)28056239 z 11 x17 SCALE:3116"=1'-01, 24x36 SCALE:3/8"=1'-01, N.J.CERTIFICATE OF AUTHORIZATION:24GA28150600 a; _ OF Ntz W c =0 F-&—,SCABIN'FT TING AT&TLUCETN 0W. TO REMAIN�o EXISTING AT&T CABLE PORTS EXISTING AT&T HVAC UNIT EXISTING COMPOUND FENCE Al'� EXISTING AT&T FIF TO REMAIN TYP - 1 w I RACK TO REMAIN TO REMAIN (TYP) 10 RADIUS 4 U, IN a< I (TYP OF 2) _ -- I' 1 h 1 PROPOSED AT&T VERTIV BATTERY RACK a0 , I Z < oo 14 o CO3A �TMOF4(2)4 BATTERIES EACH NSTAII I ED /4'-8' \ MNGS ,,, 11 �� 0z / Q 08606 wN NUMBER OF EXISTING 24V RECTIFIERS: 7 I EXISTING AT&T ARGUS PROPOSED AT&T 1 NUMBER OF REQUIRED 24V RECTIFIERS: 7 POWER PLANT TO CONCRETE PAD C04 AR�FESSIONP� NUMBER OF EXISTING 24V CONVERTERS: 7 REMAIN "a -•--r---I-..�-.�_.�.._-r-�'- 'r---r- -r-^-I--1--1--r--r--r--r-r-r___T_ r t� zLL NUMBER OF REQUIRED 24V CONVERTERS: 7 Stephen A. Bray PROPOSED AT&T ELECTRICAL <� EXISTING AT&T TELCO ! ! I I I I tf I i I 3 I I I I I I I ! I 1 NUMBER OF EXISTING 48V RECTIFIERS: 0 _.L _ _I_. -J 1 _ L_ _ L L__.._Le�_L_____a__!__I_ ___ 1.__�_ .-_. J__, _1. �\ CONDUIT ROUTED UNDERGROUND p 5 NUMBER OF REQUIRED 48V RECTIFIERS: 0 I BACKBOARD TO REMAIN - / I FROM PROPOSED GENERATOR TO PROFESSIONAL ENGINEER z; NUMBER OF EXISTING 48V CONVERTERS: 0 NEW ATS WITHIN EXISTING AT&T NJ LICENSE:24GE04414400 12/23/21 , oy NUMBER OF REQUIRED 48V CONVERTERS: 0 I ' EQUIPMENT SHELTER <= I \ ) � PROJECT NUMBER: PROPOSED AT&T 3OkW AC� 331.7547.APX o; I DIESEL GENERATOR ON E0P SITE INFORMATION: v A. NOTES: -0� PROPOSED CONCRETE PAD 165 PECONIC LN N, zo Z 1. AT&T IS PROPOSING TO INSTALL A 30kW AC GENSET.A Y PECONIC, NY 11958 POWER PLANT SWAP IS NOT REQUIRED. --r-r-r--I------ '^ -T-r-r-r-r-r-r-I--- - - r- r- r-' p 0 0 2. PREVIOUS(MCA&5G BBU ADD)SCOPES ARE ADDING SUFFOLK COUNTY 0 z RECTIFIERS AND CONVERTERS FOR ATOTAL OF(7)24V -L-.L._1 -L_1_-.._ [-[ / FA#• 10074795 w o RECTIFIERS AND(7)48V CONVERTERS. - - oz 3. NO ADDITIONAL RECTIFIERS REQUIRED. I—r-r-r-r-1---I--1--r--r--r-'-' '-r-r-r-r-r-I--1--1--r--r--r--r F 4. NO ADDITIONAL CONVERTERS REQUIRED. I ( ! DESIGN TYPE: S ! D D CO-LOCATION o 5. BATTERY UPGRADE REQUIRED.THERE ARE ONLY 2 24V - -_ -- O L-L- -I- -J- �- L-1-L-L-_ -L-L-L-LJ----- y -.1_-L-L PROPOSED AT&T ATS TO lz r 170 BATTERY STRINGS IN THE EQUIPMENT ROOM. 2 INSTALL A 24V BATTERY RACK AND(4)24V 170AH(8 .REPLACE EXISTING MANUAL E02 SHEET TITLE: w BATTERIES)FOR ATOTAL OF(6)24V 170AH BATTERY / F / TRANSFER SWITCH EQUIPMENT PLANS oC STRINGS. / EXISTING AT&T AC SUB / �J y i 6. PER THE AT&T SPCT,THE SITE GENERATOR CAPACITY / PANEL TO REMAIN i REQUIRED IS 29kW,A 30kW AC GENERATOR IS THEN EXISTING AT&T ELECTRIC w REQUIRED. O EXISTING AT&T MAIN AC METER TO REMAIN o PANEL TO REMAIN \ \ / \ SHEET NUMBER: REV.: o V� 1 SNlow 2 0 1 2 a i C05A PROPOSED AT&T DAC _ - PLUGITO REMAINENERATOR �\ .rt.n CO3 3 P� 2 1 PROPOSED EQUIPMENT PLAN 0 0 11 x17 SCALE:3116"=1'-0" 24x36 SCALE:318"=V-0" x MANUFACTURER: VERTIV MODEL: SAG58882020002 w HEIGHT: 72.0" 1 --� WIDTH: 25. " AT&T DEPTH: 22.5" WEIGHT: 251.5 Ibs PLAN D W , 0 0 NOTES: 2 1. WEIGHT DOES NOT INCLUDE CUSTOMER EQUIPMENT OR BATTERIES. 0 2. INSTALLED PER REVI SEDPER 3 �2-ZiZ� CIJENi COMMENTSTwS SJS --$ �i MANUFACTURER'S SIDE FRONT RC S a Q REVISEDPER� SPECIFICATIONS. 2 CUENTCOMMENTS SJ z O J REVISEDPER DBS SJS C4ENT COMMENTS 0. 1 BATTERY RACK SPECIFICATIONS y 1-2121 B ISSU PERMR D ED FOR GD SJG w SCALE:NTS 0 UILDING FlNG �o ❑a. REVISION DRAWN CHKD. REV. DATE DESCRIPTION BY BY �w 3 mz of ry z? ry Qo Q C J0 - DESIGN GROUP kmbdg.com m m i 1800 ROUTE 34.SUITE 209 x wo s WALL NJ 07719 w (732)280-5823 o i N.J.CERTIFICATE OF AUTHORIZATION:24GA28'150800 �y wz o 01 �,pF NEON Al QNEN q 6 �Q U o 1CID Qa _ VVVQn oQ w= 2 0 Zh , A9�FES SiONP �> Stephen A. Bray �I zA PROFESSIONAL ENGINEER s� NJ LICENSE:24GE04414400 12/23/21 ❑y PROJECT NUMBER: .d. o; 331.7547.APX o l SITE INFORMATION: Z° 165 PECONIC LN P, PECONIC, NY 11958 SUFFOLK COUNTY aY <o FA#: 10074795 0 oz ws DESIGN TYPE: o CO-LOCATION W G i SHEET TITLE: �w N� EQUIPMENT _= SPECIFICATIONS j of SHEET NUMBER: REV.: Zs 0 of aw CO3A 3 _0 i t y l F 00 CONCRETE AND REINFORCING STEEL NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301,ACI 318.ACI 336,ASTM A184,ASTM A185 AND THE PROJECT SPECIFICATIONS. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE. 3. CONCRETE SLUMP TEST MUST BE DONE BY CERTIFIED EXPERT. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC 3 3/4"UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS"B"AND ALL HOOKS SHALL BE STANDARD. 5. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 6" CONCRETE PAD WITH SHOWN OTHERWISE ON DRAWINGS: Q WWF 6x6—W2.OxW2.0, CONCRETE CAST AGAINST EARTH.......3 IN. 3000 PSI CONCRETE CONCRETE EXPOSED TO EARTH OR WEATHER: Q #6 AND LARGER.................................2 IN. 1" CHAMFER #5 AND SMALLER&WWF...........1 112 IN. Q (TYP ALL SIDES) CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT 4- CAST AGAINST THE GROUND: Q SLAB AND WALL N� 6 WITH ACI 301 SEC IDED AT ALL EXPOSED EDGES OF CONCRETE,UN ACCORDANCE ACHAMFFERISSHALLBLEPROV TE O IN .. . AND ........1 1/21N. Q �' TION 4.2.4. Q 7. INSTALLATION OF CONCRETE EXPANSIONIWEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO REVISED PER LL \��� ��/fit%�/ ��\ MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS Q 'z'z3z' CUEMCOMMEN rns sas \�\�\�������� ��\�\ ����\\ NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN REVISED PER <E CONCRETE.SPECIAL INSPECTIONS WHEN REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED z-tszt ac sJs 2 CLIENT COMMENTS z IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. K� 1t1]21 REVISEOPER pgs SJS o� 4" CRUSHED STONE TS 1 CNENT COMMEN ISS FO OR COMPACTED SUB-BASE Q 10.21-21 WIDINGUPEWITFlUNG GO SJS a DESCRIPTION BY BY REVISION DRAWN CHKD. REV. DATE .c mz =' 0 7 ow Q 0 oQ0 KMB o. DESIGN GROUP i> 0 1 2 = kmbd-.com o= m ran I800 ROUTE 34,WALL NI SUITE07719 209 $ x 1 CONCRETE PAD DETAIL 2 CONCRETE NOTES (732)280-5623 N 11.17 SCALE:1/2"=1'-0" 24X36 SCALE:1"=1'-0" SCALE:NTS N.J.CERTIFICATE OF AUTHORIZATION:24GA28150800 / w� o �QF NEW P� Q NE A N �c, ` s Al o �_ — 2 02 z N A9�FES S\O �a =o Stephen A. Bray �I zJ a 5 PROFESSIONAL ENGINEER ' s� NJ LICENSE:24GE04414400 12/23/21 oy ry u PROJECT NUMBER: ? 331.7547."X .0 SITE INFORMATION: 165 PECONIC LN P, Zz PECONIC, NY 11958 0 o SUFFOLK COUNTY Q y E o FA#: 10074795 ~ w F DESIGN TYPE: � o S CO-LOCATION s �o I- SHEET TITLE: w� jz o k SITE " UW U N DETAILS ti SHEET NUMBER: REV.: oI fi ow C 0 4 3 LZ Y 3- 00 - own d� Vibro-EP COMPLEX flti=r AT&T --- NTIVIBRATION ELASTIC PAD WITH DOUBLE LAYER Vibro-STRIP A ANTEVIBfiATION RUBBER STRIP YlbD-Wilom lo-Stdp's pBI1sTj Iced ffi th base of maCl§leryto zddevB r,Lraeon mfdBL tt cal Vib -EPC—plea Is used to Isolate,the Vibration also be used as inelastic pad betmen the nicuaf parls(mAmsns.rrdX bridges. Q from: tanks,e.tc)lorsmcoNmg bldshictural baces.hcan be easlyadin any dm!ension air handling units,aircompressms,pumps,fans, (e.g.xashers)acmr6tgto the wdghlof Neslpported machar-Icut also be east', power plant generators,cutting maddnes,etc so ad in the 6JI511 dletp.dS specelVshape lorm.0 hmvxian ZV olkslzg f Floating bases for industrial Hors,elevators, we— _ Isoccccligtoft word of rmrzfial redlctort required For min'lo 0 canbe Law in printing machines,testing machines,etc4F smg!e cvlfaudelapv toaerease Ole OicLness hEnB ite tlEOec6on.TAem are seR2l Vibro-EPCcmpkx other aNkcatLn5 C91�naliar,wfddt call bems,m slsed. VIBRO-EP complex is avibration isalatorconsists of Chuxlzi[lies double Vibration imla"r pad Vibro-EP,In between DownsiowTtidaless(mu)10 ffm Wdh 108 na of the pads there Is a sheet of galvanlmd steel, Argable nmrs dEmlengllt. which contribute to the weight on both Isolators Generally, the overall height of fhb Vibration DFxGc control pad Is a crucial factor on the absorption of t0!a.e�r5a the low natural frequencies.it improves vibration NBfaalflEQIIEK}'bb 3�1z(fm pelpal!daadallBadinas`tlgie�y2Q Q absorption, aIrsorb!rtg vibrations with natural Loadrarge 13kg`ad(I perJtmnes perliwineeer) frerryency down to 4 W(at maximum load). p it comes Into three different hardness and two REVISED PER S 12-2a-21 CLIENT COMMEMS TWS Ws"-td different rubber types:Vibro EP Beige,Green and <r Yellow,which consist of neoprene and each one tz-tszt Re SJs Z REVISED PER is mainly used for outdoor appncattons(UV acid 2 LLIENr COMMENTS Oz protection and oily emironment). Q ii 1T 21 REVISED PER NT OBe SJS w Q 1 CLE COMMENTS ON SSUEDFOR W Tt1f DIMpA6Y It1111MH IaI1D � 4 Q 10.21-21 BUILdNG PERMIT FlLING GO SJS z V—D, (-I wngwl IW®'1 w a �Js s4n z-3 WAYS OFI STALLATION REV. DATE REVISION DRAWN CHKD. j w 4-ram sssszs cm s-B-Zs OmN la,R,cre4-1 szs tsx ss t S'ge tale criteastr(m-'�1) DESCRIPTION BY BY " 0. ffi-tfaE szs.!ss :m na.0 py-tm1 o° - @.x+.. Qpsf taYa meLieronlreoVe as�Oe ahs grg ° J� oefiesmnslorma,arn,m wel:snms '�A:-'• _ - 6,h,' 0. Natural irepuenry(4trnctimlmrbad):�Ht - �Q DESIGN GROUP " kmbdg.conl N w w 1800 ROUTE 34,SUITE 209 a O r WALL,NJ 07719 N 1 IVIBRO EP COMPLEX PAD DETAIL 2 IV113RO STRIP DETAIL (732)280-5623 ySCALE: SCALE:NTS N.J.CERTIFICATE OF AUTHORIZATION:24GA28150800 `o OR �oF NEw a Q�EN A 69�0 CID s VG G Oz BOA 08606b, oz M W0 a q�FES SIONP 1 za Stephen A. Bray 4 z PROFESSIONAL ENGINEER i NJ LICENSE:24GE04414400 12/23/21 ° PROJECT NUMBER: _ O J 331.7547.APX � o� SITE INFORMATION: v 165 PECONIC LN Q PECONIC, NY 11958 0 o SUFFOLK COUNTY O m FA#: 10074795 ~I oz -° r N DESIGN TYPE: <= CO-LOCATION it- - SHEET TITLE: 0` 5i DETAILS v w or N N SHEET NUMBER: REV.: of w0 EF J $� F C05 3 i 3 I- s4 00 NEPA704 HAZARD IDENTIFICATION SYSTEM 15"DIAMOND SCDHS TNK#4 AT&TWITH 6"NUMBERS I�'1 i0 NOTES: 1. PLACE ON ALL VISIBLE SIDES OF THE TANK. DO NOT 2. SIGNS MUST BE OF DURABLE MATERIAL WITH BLACK LETTERING ON A WHITE BACKGROUND. Q t. DO NOT REMOVE 0 DISCONNECT THIS TAG TIGHT FILL CONNECTION MUST BE 0 USED. A LOOSE FILL MAY RESULT 0 SEEOTRERSIOE IN A SPILL OF DIESEL FUEL HAZARD RATINGS: FRONT BACK NINE O'CLOCK-HEALTH(BLUE BACKGROUND,BLACK LETTERING) FUELING P RO B L E IVI S NOTES: 1. PLACE THIS LABEL NEAR TO THE FILL PORT&FILL SPILL REVISED PER K Q3 CLIENT COMMENTS ° TWELVE O'CLOCK-FLAMMABILITY(RED BACKGROUND,BLACK LETTERING) CONTAINMENT BOX. z-zs zl Tws s s Z REVISED PER THREE O'CLOCK-INSTABILITY(YELLOW BACKGROUND,BLACK LETTERING) z z-iszi C EN COMMENTS RC s s REVISED PER w z SIX O'CLOCK-SPECIAL(WHITE BACKGROUND,BLACK LETTERING) Ili 'I ry'I "'T�' C ENTCOMMEN S DM s s /F DO NOT DISCONNECT 0 h REFERENCES: 1P2-21 ISSUED GO sis �0 BDILgNG PERMIT FILING LL NEPA 704 wa UFC7704 Do Not:OVarflll.Tank Mau 7ftt Fill NOTES: REVISION DRAWN CHKD. r wy IFC 2703.5THEp FANKnS OUI FULLS REV. DATE DESCRIPTION BY BY m z 1. FINDING AC PLUG TO ENGINE HEATER ° 2. DISCONNECTED,KEEPING GENSET FROM STARTING 3 3. RESULTING IN A VENDER/OEM CALL z F NOTES: o <0 1. UPRINTING.COM(888)888-4111 COMPLIANCE SIGNS.COM(800)578-1245 TAG-FOD402BOD001 ry o< 2. PLACEMENT BENEATH THE OVERFILULEAK ° a o' DETECTION ALARM PANEL MB o= 1'-3" -0" DESIGN GROUP \ iw kmbdg.com a g w w 1800 ROUTE 34,SUITE 209 NOTES: WALL N)07719 W AT&T IDENTIFICATION SIGN: BN12" (732)280-5623 of 1. OVERFILL LEVEL ALARM WILL BE SET TO ACTIVATE AT 90% N.J.CERTIFICATE OF AUTHORIZATION:24GA28150800 w OF THE WORKING CAPACITY OF THE BASE TANK. o COMBUSTIBLE 2. WARNING SIGN SHALL BE POSTED NEXT TO OR IN property of F NEW " OR o PROXIMITY TO THE ALARM PANEL THAT STATES: "WARNING, W N NO SMOKING-WITHIN 50' WHEN THE ALARM SOUNDS, THE TANK IS FULL, DO NOT at OIL F N 3 OVERFILL." ` \P �QN_ A 6q O� X NO OPEN FLAMES 3. THE FILL PORT SHALL BE COLOR CODED FOR DIESEL FUEL CI IN ACCORDANCE WITH API STANDARDS. �w 4. FUEL TANK NOMINAL CAPACITY. FUEL TANK WILL NOT BE SUBJECT TO VEHICULAR TRAFFIC. AUTHORIZED * p Na FUEL TMKWOR19NG CAPACITY:125 GALSOZ �° I m ' 02 w z PERSONNEL ONLY! 1a NOTES' °z 1. SIGN HEADER SHALL BE WHITE LETTERS ON RED In case of emergency,or prior to performing ��0 0860(6� BACKGROUND. maintenance on this site,call 800 638-2822 and reference call site Number: R�FES S IONP a 2. SIGN MUST BE OF DURABLE MATERIAL WITH BLACK ` _z LETTERING ON A WHITE BACKGROUND. s FOR FUEL OCHER z 15 ° 3. SIGN SHALL NOT BE OBSCURED OR REMOVED AND It FA# SHALL BE IN ENGLISH AS A PRIMARY LANGUAGE. Stephen A. Bray z 4. SIGN TO BE PLACE ON GENERATOR/FUEL TANK PER wz N EPA 704. "0101NMENTAL NJLICENS�24GE0044144 OGINEER 12/23/21 5. CONTRACTOR TO PROVIDE ALL REQUIRED SIGNAGE. w 6. PLACE ON ALL VISIBLE SIDES OF THE TANK. PROJECT NUMBER: v EMERGENCIE=S 331.7547.APX 0, SITE INFORMATION: CALL EH&S 165 PECONIC LN p PECONIC, NY 11958 00 p SUFFOLK o �� 1-8��'566-9347 COUNTY ^ FA#: 10074795 ^<I �_ (180011 KNOW EHS) V, s 0 - I ' - DESIGN TYPE: o CO-LOCATION SHEET TITLE: 8 '1° o GENERATOR t" H SIGNAGE �w 5 SHEET NUMBER: REV.: o' fi u S� ow C06 3 1 GENERATOR SIGNAGE Do SCALE:NTS Y GENERAL SPECIFICATIONS: ELECTRICAL SPECIFICATIONS: 1. ALL WORK SHOULD BE DONE IN A NEAT WORKMANLIKE MANNER,LEFT CLEAN AND FREE FROM DEFECTS,AND COMPLETELY 1. GENERAL: OPERABLE.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENTAS SCHEDULED ON THE DRAWINGS.ALL MATERIALS SHALL BE NEW ELECTRICAL LEGEND AND ALL WORK AND MATERIALS SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF A.THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS,TOOLS,TRANSPORTATION EQUIPMENT,SERVICES AND - ACCEPTANCE BY THE OWNER. FACILITIES REQUIRED FOR THE COMPLETE,PROPER AND SUBSTANTIAL INSTALLATION OF ALL ELECTRICAL WORK.ALL FIXTURES, DEVICES.AND ROMTHE S SHOWN,NOTED IC REQUIRED ON THESE DRAWINGS,AND/OR CONTAINED HEREIN SHALL BE LIGHTING FIXTURES � AT&T 2 ALL WORK SHALL BE CAREFULLY COORDINATED WITH THE LANDLORD AND ALL TRADES INVOLVED,AND THE CONTRACTOR SHALL.` CONNECTED FROM THE SOURCE OF ELECTRIC POWER TO THE FINAL CONNECTION,TESTED AND MADE READY FOR � ��v/ PROVIDE PROPER CONNECTIONS,FITTINGS,VALVES,PIPING,ETC.FOR ALL EQUIPMENT FURNISHED BY CARRIER OR OTHER TRADES SATISFACTORY OPERATION. V X 4'SURFACE MOUNTED FLOURESCENT FIXTURE WITH WRAP INVOLVED IN THIS CONTRACT. AROUND ACRYLIC PRISMATIC LENS. B.ALL CONTROL WIRING SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR.OTHER CONTRACTORS SHALL PROVIDE LITHONIA PART NO.LB-332-120SS81/3-NYC. 3. CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT DISCOVERED BEFORE PERFORMING ANY WORK STARTERS,ETC.FOR ALL EQUIPMENT THEY FURNISH,UNLESS SPECIFICALLY INDICATED ON THE ELECTRICAL DRAWINGS. LAMPS:(3)F32T8/35K RELATEDTO SUCH CONFLICT. C.UNLESS OTHERWISE INDICATED,THE ARRANGEMENT,POSITION,CONNECTIONS,ETC.SHOWN ON THE DRAWINGS SHALL BE ^^` SO WATT H.P.S.EXTERIOR WALL MOUNTED FIXTURE W/PHOTOCELL 4. PROVIDEALL REQUIRED TEMPORARY UTILITIES AND PAY ALL ASSOCIATED FEES AND OPERATING COSTS. TAKEN DIAGRAMMATIC.THE RIGHT IS RESERVED BY THE ENGINEER TO MAKE MINOR CHANGES IN LOCATIONS AND V MOUNT 6'6"A.F.G.TO BOTTOM. ARRANGEMENTS WHEN REQUIRED BY JOB DEVELOPMENT WITHOUT ADDITIONAL COMPENSATION TO THE CONTRACTOR. MOUNT L NO.F.G.TO BOTTOM. 5. THE GENERAL CONTRACTORS SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THEIR RESPECTIVE WORK, HUBBEQ INCLUDING STRUCTURALLY FRAMED OPENINGS SHALL BE CUT AND FRAMED BY THE GENERAL CONTRACTOR.ALL HOLES IN D.REFER TO THE GENERAL SPECIFICATION,THIS SHEET. MASONRY FLOORS AND WALLS SHALL BE CORE DRILLED. POWER Q E.ALL WORK SHALL CONFORM TO THE ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND LOCAL,STATE AND APPLICABLE GROUNDING NOTES: CODES. } HOMERUN TO DESIGNATED PANEL,CROSS LINES INDICATE NUMBER OF CONDUCTORS WHEN MORE THAN TWO NOT INCLUDED) 1. ALL GROUNDING CONDUCTORS SHALL BE#2 SOLID TINNED COPPER,UNLESS OTHERWISE NOTED. F.PROVIDE AS-BUILT DRAWINGS TO OWNER AT CONCLUSION OF PROJECT. // IL NUMBER DENOTES CIRCUIT 2 ALL EXTERIOR CONNECTIONS TO GROUND CONDUCTOR SHALL BE EXOTHERMICALLY WELDED(CADWELD). G.OBTAIN ALL PERMITS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION AND PAYING ALL FEES REQUIRED. Q TRANSFORMER 3. ALL CONNECTIONS BELOW GRADE SHALL BE EXOTHERMICALLY WELDED(CADWELO). H.WHEN A UTILITY COMPANY METER IS SPECIFIED,THE CONTRACTOR SHALL OBTAIN ALL ASSOCIATED CUT-IN CARDS,INSPECTIONS, ETC.,NECESSARY TO HAVE THE METER SET.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET WITH UTILITY COMPANY WIRING DEVICES Q 4. CONNECTIONS TO GROUND BARS SHALL BE MADE UTILIZING TWO-HOLE LONG BARREL TYPE STAINLESS STEEL BOLTS,NUTS,AND PRIOR TO CONSTRUCTION TO VERIFY SOURCE OF ELECTRIC SERVICE,TAP AND METER LOCATION. LOCKWASHERS. DUPLEX RECEPTACLE,2D AMP,125 V,LEVITON NO.5262-1 Q I. GROUND RING DEPTH SHALL BE 301NCHE5 MINIMUM BELOW FINISHED GRADE,OR 61NCHES BELOW FROST LINE,WHICHEVER IS � MOUNT 1'6"A.F.F.To CENTER 5. CONNECTIONS TO EQUIPMENT AND ENCLOSURES SHALL BE MADE UTILIZING TWO-HOLE GROUND LUGS WITH AN ANTI-OXIDENT THE GREATER DISTANCE. COMPOUND. DOUBLE DUPLEX RECEPTACLE,(2)20 AMP,125 V,LEVITON REVI PER rc 2. IDENTIFICATION: NO.5262-1 MOUNT I'6"A.F.F.TO CENTER Q 1x-Zai1 cUENTCSED OMMENT. nS sis O 6 6. THE GROUNDING SYSTEM SHALL BE TESTED UPON INSTALLATION.THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 20 AMP,125 V,DUPLEX RECEPTACLE W/GROUND FAULT r OHMS. A PROVIDE TYPEWRITTEN DIRECTORIES FOR PANELS,INDICATING USE OF EACH BRANCH CIRCUIT AND DESIGNATING SPARE �7 INTERRUPTER LEVITON NO.6599 W/LOCKING COVER 5977 Q REVISED PER RC 5J5 a Lg: CIRCUITS,HANDWRITTEN DIRECTORIES ARE NOT ACCEPTABLE. 2 tzs.zl CD ENT COMMENTS z S 7, WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL.SURFACES SHALL BE SCRAPED CLEAN TO BEAR METAL TO �1 SINGLE POLE,20 AMP TOGGLE SWITCH LEVITON NO.CSB 1-20. o K INSURE PROPER CONTACT.SURFACES SHALL BE RESTORED TO MATCH ORIGINAL FINISHES. B.LABELALL CONDUITS AND WIRES WITH THEIR ASSOCIATED CONDUIT AND CIRCUITTTERMINAL NUMBERS.MARKERS TO BE AS MOUNT 4'-0"A.F.F.TO TOP. REVISED PER < MANUFACTURED BY SETON NAMEPLATE CORP.,OR EQUAL TWO-POLE,20 AMP TOGGLE SWITCH LEVITON NO.CBS 2-20. it-1T-z1 Dss 5J5 w Z 1 WENT COMMENTS 0-9 B. ALL BENDS IN GROUNDING CONDUCTORS SHALL NOT BE LESS THAN A 12"RADIUS. MOUNT 4'-0"A.F.F.TO TOP. W C.ALL PANELBOARDS,SWITCHES AND OTHER EQUIPMENT ENCLOSURES SHALL BEAR ENGRAVED NAMEPLATES AS MANUFACTURED ISSUED FOR MWAY,20 AMP TOGGLE SWITCH LEVITON NO.CSB 3-20. o iu�t-21 avILdNG PERNJT FILING GO -IS 9. BOND ALL METALLIC RACEWAYS,EQUIPMENT ENCLOSURES,AND BOXER. BY SET ON NAMEPLATE CORP.,OR EQUAL LETTERING TO BE 1/2 INCH HIGH WHITE LETTERS ON BLACK BACKGROUND UNLESS MOUNT 4'-D"AF.F.TO TOP. z p NOTED OTHERWISE. REVISION DRAWN CHKD. - 10. ALL BONDING CONDUCTORS SHALL BE 96 AWG.STRANDED INSULATED COPPER. AUXILIARY SYSTEMS REV. DATE DESCRIPTION BY BY w w 3. RACEWAYS: 11. CABLE TO CABLE CONNECTIONS SHALL BE EXOTHERMICALLY WELDED(CADWELD). m z - I CEILING-MOUNTED IONIZATION SMOKE DETECTOR D U A MINIMUM CONDUIT SIZE SHALL BE 3/4"UNLESS OTHERWISE NOTED ON THE DRAWINGS. _ � 12 CABLE TO STEEL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED(CADWELD),UNLESS OTHERWISE NOTED. : z w B.EXPOSED RACEWAYS SHALL BE RUN TRUE,PLUMB,AND PARALLEL OR PERPENDICULAR TO BUILDING LINES. F'O CEILING MOUNTED PHOTOELECTRIC SMOKE DETECTOR w 13. USE OF NINETY DEGREE BENDS SHALL BE AVOIDED.BENDS SHALL BE FORTY FIVE DEGREES WHERE POSSIBLE. ;41\ o C.CONDUIT SUPPORTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10 FEET APART. o< 14. BOND ALL SERVICE RACEWAYS,EQUIPMENT ENCLOSURES,METER FITTINGS,BOXES,AND METALLIC RACEWAYS IN ACCORDANCE SELF-CONTAINED COMBINATION EMERGENCY LED LIGHT W/(2) p zQ 0 WITH SECTION 250.92 OF THE NATIONAL ELECTRIC CODE. 4. WIRING METHODS: EXtT LAMP N KMB N °m DUAL-LITE NO.:LTSRW a A.SINGLE CONDUCTOR CABLES SHALL BE USED FOR FEEDERS AND BRANCH CIRCUIT WIRING.MINIMUM SIZE WIRE SHALL BE P12 � "< AWG UNLESS OTHERWISE INDICATED AND SHALL BE SIZED TO CONFORM TO NORMAL NEC VOLTAGE DROPS.WIRE SIZES#10 AWG FIRE ALARM PULL STATION.MOUNT 48"A.F.F.TO TOP. DESIGN GROUP 0w p s AND SMALLER SHALL BE SOLID,#8 AWG AND LARGER SHALL BE STRANDED.ALL CONDUCTORS SHALL BE COPPER. w LI" FIRE ALARM HORN/STROBE MOUNT 8d'AF.F.TO TOP. kmbda CORI c i B.CONDUCTORS SHALL BE CONTINUOUS FROM ORIGIN TO PANEL OR EQUIPMENT WITHOUT SPLICES.WHERE TAP SPLICES ARE o. w y NECESSARY AND APPROVED,THEY SHALL BE MADE WITH SUITABLE CONNECTORS IN JUNCTION BOXES. ,4o F EQUIPMENT 1800 ROUTE 34.SUITE 209 C.PHASE CONDUCTORS SHALL BE IDENTIFIED WITH THE FOLLOWING COLOR CODED TAPE AT BOTH ENDS: WALL,NJ 07719 a w DISCONNECT SWITCH 30=AMPRATING (732)280-5623 120/208 VOLTS 2771480 VOLTS NF=NON-FUSED °z PHASE BLACK BROWN N.J.CERTIFICATE OF AUTHORIZATION:24GA28150800 y PHASEB RED ORANGE PULLBOX 91 wi PHASEC BLUE YELLOW c NEUTRAL WHITE WHITE WITH GREY STRIPE PANELBOARD O N I V,w qa GROUND GREEN GREEN _ .Cr y N s w �- MOTOR-OPERATED DAMPER \ G N A g O c rW D.PROVIDE FIRESTOPPING AROUND ALL CONDUITS AT WALL AND FLOOR PENETRATIONS. Al N r E.SEAL ALL EXTERIOR WALL PENETRATIONS AS REQUIRED. MOTOR �� p° V W W F.THE CONTRACTOR SHALL CONCEAL ALL CONDUIT ROUTING PASSING THROUGH FINISHED AREAS.CONDUIT ROUTING THROUGH - GROUNDING - µ UNFINISHED AREAS SHALL BE SUPPORTED AS SPECIFIED IN DRAWINGS.UNLESS CLEARLY SPECIFIED,NO CONDUITS SHALL BE w 2 ROUTED ON EXTERIOR SURFACE OF BUILDING. i� ---- 92 SOLID TINNED COPPER UNLESS OTHERWISE NOTIFIED o G.UNDERGROUND CONDUITS SHALL BE A MINIMUM OF 24"BELOW FINISHED GRADE.ALL UNDERGROUND WORK SHALL BE "❑w DOCUMENTED BY PHOTOGRAPH BEFORE ANY BACKFILL IS BEGUN.PHOTOS WILL BE REQUIRED AT TIME PUNCHLIST IS ■ EXOTHERMIC WELD CONNECTION m PERFORMED.FEEDERS SHALL BE INDIVIDUAL CONDUCTORS IN SCHEDULE 40 PVC,DIRECT BURIAL CONDUIT.WHEN BURIED Z n 0 2 CONDUITS ARE SUBJECT TO VEHICULAR TRAFFIC,CONDUITS SHALL BE ENCASED IN CONCRETE.ALL SWEEPS BELOW GRADE o SHALLBES RE SUBJECT TC. ® MECHANICAL CONNECTION,DOUBLE-CRIMP V' c 0. OA z w H.ALL FEEDERS RUN INDOORS SHALL CONSIST OF EMT WITH INDIVIDUAL CONDUCTORS.FLEXIBLE METALLIC CONDUIT(MC)SHALL Illllllli MASTER GROUND BAR BE USED WHERE STRUCTURAL MEMBER PROHIBIT CONDUIT.MC MAY ALSO BE UTILIZED FOR LIGHTING WHIPS,BRANCH CIRCUITS 90�lL S S,O�� pa AND OTHER MISCELLANEOUS APPLICATIONS PERMITTED BY CODE. ® INSULATED GROUND BAR ri c i I. ALL FEEDERS "DAMP"OR"WET"LOCATIONSSHALLCONSISTOF INDIVIDUAL CONDUCTOR RIGID STEEL RIGID l9 zo ALUMINUM CON C m UNINSULATED GROUND BAR CONDUIT.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE UTILIZED WHEN CONNECTING TO EQUIPMENT Stephen A. Bray x <j ® 1-z IV COPPER CLAD GROUND ROD CABINETSAND VIBRATING EQUIPMENT.THE MAXIMUM LENGTH FOR FLEXIBLE CONDUIT SHALL BE V-0". 5 v H 5. WIRING DEVICES: PROFESSIONAL ENGINEER s A SWITCHES,RECEPTACLES AND OTHER WIRING DEVICES SHALL BE SPECIFICATION GRADE OF TYPE,SIZE AND RATING INDICATED NJ LICENSE:24GE04414400 12/23/21 m w m ON THE DRAWINGS. THE CONTRACTOR IS REQUIRED TO CONTACT AND MEET WITH THE o 6. DISCONNECT SWITCHES: UTILITY COMPANIES PR IOR STARTING CONSTRUCTION.THIS IS PROJECT NUMBER: ? NECESSARY TO VERIFY THATT FOLLOWING UTILITY POINTS HAVE 331.7547.APX REMAINED CONSISTENT WITH THE CONTRACTOR DOCUMENTS: o A.SWITCHES SHALL BE QUICK-MAKE,QUICK-BREAK NEMA 1 FOR INDOOR USE AND NEMA 3R FOR OUTDOOR USE AS MANUFACTURED SITE INFORMATION: i o BY GENERAL ELECTRIC,SQUARE D OR EQUAL.ELECTRICAL CONTRACTOR TO PROVIDE ALL SAFETY DISCONNECTS. 'TELEPHONE DEMARCATION POINT v -m 'ELECTRICALSERVICETAPPOINT 165 PECONIC LN 7. SPECIAL REQUIREMENTS: 'NEW UTILITY METER LOCATION cI PECONIC, NY 11958 0 o A THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALLALL POWER AND CONTROL WIRING FOR EQUIPMENT FURNISHED 11 S U FFOLK COUNTY m UNDER HVAC,PLUMBING AND GENERAL TRADE SECTIONS. Q �I <-0 B.ALL WORK REQUIRING AN OUTAGE OT INTERRUPTION OF SERVICE(POWER,TELEPHONE)SHALL BE SCHEDULED ONLY AT SUCH FA#• 10074745 o i TIME PERMITTED BY OWNER. r S C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE ADVISORY BOARD OF THE CITY OF NEW YORK(IF DESIGN TYPE: V p E REQUIRED)THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF NECESSARY DRAWINGS,FORMS AND ALL CO-LOCATION .6 z¢i ASSOCIATED FEES. r r SHEET TITLE z8. LIGHTING FIXTURES AND LAMPS: ok A.LIGHTING FIXTURES SHALL BE FURNISHED COMPLETE WITH NECESSARY HARDWARE AND LAMPS. GENERAL c m 9. PANELBOARos: INFORMATION j A PANELS SHALL BE BOLTED-ON MOLDED CASE CIRCUIT BREAKER TYPE WITH DOORS AND LOCKS. w SHEET NUMBER: REV.: p B.ALL CONDUCTOR TERMINALS SHALL BE U.L.LISTED FOR MINIMUM OF 75°C. I 8 10. TRANSFORMERS: //''�� o w A.TRANSFORMERS SHALL BE DRY TYPE WITH AVERAGE TEMPERATURE RISE NOT TO EXCEED 150'C(115°C)(80°C). O l �y it B.TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARE D,GENERAL ELECTRIC OR SIEMENS. _6.J1 ¢I m¢ Y 00 FACTURER: CUMMINS POWER MANUFACTURER: ASCO DEL DIESEL GENERATOR C30D6 SERIES: 30OG irHEIGHT: 1224 LBS MODEL: D03ATSA20200FGOF V AT&T j 7.8' 2.4' HEIGHT: 135.0"8V W WIDTH: 18.0" DEPTH: 12.0" I o o ❑ I ao o PLAN 0 N I o I PLAN 0 7.8' 2.4' 0 0 D W Q 12-2321 C REVEIIDPER LIENT COMMENTS TNS SJS o ❑ REVISED PER 12-15-21 G [b 2 UENT R-MED D RC SJS r M REVISED PER ? Q 11-17-21 CLIENTCDMMENTS OBG SJS Z w a 04 z oo 0 BUILDING PERMIT RUNG w 10.21-21 GO SJS LL REVISION DRAWN CHKD. orc SIDE FRONT REV. DATE DESCRIPTION BY BY o N 0 3 a iF FRONT SIDE Qo � oQ o 10.0' o DESIGN GROUP Q knlbdg.com z s m� 1 GENERATOR SPECIFICATIONS 2 A 1800ROUTE34,SUITE209 L WALL,N107719 TS SPECIFICATIONS a r (732)280-5623 of SCALE:NTS SCALE:NTS N.J.CERTIFICATE OF AUTHORIZATION:24GA28150600 r� wu c z a JpgU T.N'K CAPACTIYACNAL T.l4ACAPACRY115e..Fua TAAU[4'EIGBT CK'S61'DIODd GE\RTtvrsPltL\T F{ APPROVED BY' DATE' C�O E I_ 31 61 Z05 GAL 196 GAL 1475 LBS C30D6 r r p BU10EAuiERIAL •• w EN w Q€ 6 DactarnoN air r �P�QN A 8�-90�� a END 5 ]16[OPN HAhC+E l.OPw GVFRGENOY VFM 1 PLATE E Y S 315FR RANGE=.iUFl¢kTUHlwr l(7DPNdE 1 � V O UP � � T 121D 1?fC2].iNE RAZED NEI UNES 1 �W I 76`6 fIM'GE.Z.RlEi.9RPLY w/IIIDRNBE i 11 _D U 3210 1llfC2NfRAIB)RtELUt43 i _ -�J __ •.�— �- — M N n J TJ0.1650 i?BALLVAIVE i .✓ �.. I p ZQ� ° 1� 5 Y iD30 RANGE=.4H FLOAi i �•'L O - A X IfIGi .z Y 3152v, d FTANGE=.N.OxR.BROS SIANDARD`fWLCAP I Z \ G ° 13 2 J31 bW XALFCOUt1a+G.=.AWRR.P.80s.9U99S OP.v. i .�..,.1 K ~ mso =SCULLY f¢LCOlwECTOR 1 02 21 A LIIO RAMGE=Pf1tPROEE i ^ 086064 'o c oalo 1/C1lI1SHMwrrt uFrx+c RATE /" z 25 D sPECU1 REMOVAEIEfW P1A1E-6'BEa 1 w usTANaARO EIEczcnL SNR uvwlRooe+r FES S1CNP J(L C OI E f000R GJARD i w Z a D p T v Z G F P/IR1 ff1AOVANESN3 UPACCESS PANFI 1 C G ]I90 FlANGE J(d.EXFRAf(fFNGWI PLLG i _� 24 Stephen A. Bray 62D] GALLONEFRif-OMAW.•AENt 1 x Sj STUB UP LOP 82Y1 v@FF®CONfAPInFNi9oxfOR EVFM i Zl� 8211-a f0/SPI OPEt.RIGw/CROSSBM i �g mlo coLAwvEL nASN suPPa+i(cecnsl ] PROFESSIONAL ENGINEER sz oo 7K NJ LICENSE:24GE04414400 12/23/21 wN ALARNPNFI F%IENSDN Icai4-n-Iml 1 PROJECT NUMBER: rr 116 - Il 3531 RAPIRUNOR90PtpN oj 19 7 Dw-Im 1%NINEwALL CLo1®toP Dam 331.7547.APX N 2 165 PECONIC LN p D: 10%'/.'-20 RNET NUTS 1 I-- --1 1 SITE INFORMATION: V,O 9.113 '11,10 GRIP RANGEI NOTES: NO WIN DRAIN v ZZ 5 C 4Xm��ia XI�SLOT RAINRUN0— 21NOFffBNG50N TANK SIDES PECONIC, NY 11958 oiy F IYP TOP ------ -- FLANGE 31 WELD COUPLING AND PANEL EXTENSIION LEVEL N 6D11) SUFFOLK COUNTY oI 1i FA#: 10074795 27 w O 72 I DESIGN TYPE: .E2 ' CO-LOCATION x ___—___U ._� I i.___ __ __ __ I SHEET TITLE: 0 m fi �25 bX01/ieHOLE IT.I1.2�-- GENERATOR = ttP I BOTTOM I ;iQE I 1ID I _ 97 'i34o6 SPECIFICATIONS s4.az _ ENP __ t,s RODENT GUARD r II/Is/AI SUBBASE TANK WITH RUPTURE BASIN STUB UPS SHEET NUMBER: REV.: of j REv. B REV. so g s� E02 3 g D 3 DIESEL TANK SPECIFICATIONS �a 0o SCALE:NTS Y 1. EXISTING 120/24OV, 10 UTILITY METER. / WIRE 8c CONDUIT SCHEDULE 2. EXISTING 200A, 120/240V, 10 SERVICE DISCONNECT. CONDUIT ID DISTANCE (FT) WIRE SIZE & TYPE VOLTAGE DROP MINIMUM ,. ( ® 160A CONDUIT 3. PROPOSED FEEDERS TO NEW AUTOMATIC TRANSFER ,VJ 0-200 (3) 3 0 AWG CU THWN-2 + #4 AWG CU GND 2.50% (1) 2 1 2" SWITCH TO BE INSTALLED TO NORMAL (UTILITY) u AT&T 200-300 3 350 KCMIL CU THWN-2 + #2 AWG CU GND 2.85% 1 3" CONNECTION. 300-350 (3) 400 KCMIL CU THWN-2 + #2 AWG CU GND 2.93% (1) 3" 4. NEW 200A, 120/240V, 10. 3—SOURCE, NEMA 3R, 350-400 3) 500 KCMIL CU THWN-2 + #1 AWG CU GND 2.82% (1) 3" OPEN—TRANSITION, AUTOMATIC TRANSFER SWITCH ® N/A 2 12 AWG CU THWN-2 + #12 AWG CU GND N/A (1) 3 4" (ATS). C NIA 2 10 AWG CU THWN-2 + #10 AWG CU GND N/A 1) 3/4- NIA (2) #14 AWG CU THWN-2 N/A (1) 3 4" 5. NEW 30KW DIESEL GENERATOR WITH 125A 120/240V, N/A (2) #8 AWG CU THWN-2+ #10 AWG CU GND N/A (1) 3/4" 10 OUTPUT CIRCUIT BREAKER. Q N/A 4 12 AWG CU THWN-2 + #12 AWG CU GND N/A 1 3 4" 6. EXISTING COMPACT GENERATOR INTERFACE PANEL Q © N/A (1) 25 PAIR/24AWG CU, TWISTED PAIR, WATER RESISTANT N/A (1) 1" (CAM—LOCK) TO BE ROUTED TO THE SECONDARY Q CABLE FOR ALARMS FROM GENSET TO 66 BLOCK GENERATOR CONNECTION IN THE NEW TRANSFER SWITCH. O 7. EXISTING 200A MCB, 120/208V, 30 PANELBOARD. PANEL TO BE FED FROM LOAD SIDE CONNECTION OF Q THE AUTOMATIC TRANSFER SWITCH. O rz - REVISED PER8 NEW 120V, 40A,PANEL BOARD1 BEAKER SHIALL BEAKER LABEIESDTALLED C ENT COMMEN S20OA/1P REVISED PER"TRANSFER SWITCH — AUX. SUPPLY". CUEN COMMEN SRc s s ————— REVISED PER IN PANEL BOARD. BREAKER SHALL BE LABELED 2,,9. NEW 120V, 20A, 1 POLE, 10KAIC, BREAKER INSTALLED CUENT COMMENTS 10.21 21ING E FORRNT GD SJS "BATTERY CHARGER". eUILdNGPERMITFlDNG 2 ies REVISION DRAWN CHKD. _0 T T 10. NEW 120V, 20A, 1POLE, 10KAIC, BREAKER INSTALLED REV. DATE DESCRIPTION BY BY w I _ IN PANEL BOARD. BREAKER SHALL BE LABELED v I = "BLOCK HEATER/BATTERY WARMER". 3 s I I 15 16 � WFr_ ____________ __________________________J 11. NEW (3) 120V, 20A, 1POLE, 10KAIC, BREAKERS <o A I I INSTALLED IN PANEL BOARD. BREAKERS SHALL BE -_______________________________I LABELED "TELCO BACKUP".12. PROVIDE NEW 20A, HEAVY DUTY, WEATHERPROOF B TRANSTECTOR 13 RECEPTACLE IN GENERATOR ENCLOSURE FOR 0. ATS ; ; zooAE CONNECTION OF BLOCK HEATER AND BATTERY DESIGN GROUP O 21 ' 40A® B WARMER PAD. kmbdg.Com SECONDARY ON—SITE 20AO 13. NEW 2—WIRE START CIRCUIT FROM TERMINAL STRIP IN 1800 ROUTE 34,SUITE 209 yW GENERATOR TO START CONTACTS IN ATS. WALL NI o7719 200A GENERATOR GENERATOR 20A (732)280-5623 o� A 10 14. NEW ALARM WIRING FROM TERMINAL STRIP IN N.J.CERTIFICATE OF AUTHORIZATION:24GA28150800 wz s i 20A F GENERATOR TO 66 BLOCK AT EQUIPMENT LOCATION. o E L O SEE ALARM TERMINATION DETAILS. OF N E tj, T� sl zoA 11 RTELCO DEMARCT 15. GENERATOR ENCLOSURE AND CHASSIS SHALL BE " N GROUNDED TO NEW TELECOM GROUNDING SYSTEM. �P �Q�EN /� BgyO'A g`I A �^ SEE TYPICAL GROUNDING DETAILS. CID V O 16. SEE GENERATOR BONDING DETAILS. � WT ILli O C 08666b, ' COMPACT O Nn� �w ©INTERFACE An FESS\Q r` '¢ 3 PANEL 'T = z Stephen A. Bray Q= a i A ¢ PROFESSIONAL ENGINEER �5 wz �= NJ LICENSE:24GE04414400 12/23/21 wN PROJECT NUMBER: o 331.7547.APX pa o D= SITE INFORMATION: .�. zo 165 PECONIC LN <, PECONIC, NY 11958 SUFFOLK COUNTY <x FA#: 10074795 0 oz _D DESIGN TYPE: 5 s LEGEND CO-LOCATION �� i5 EXIST EQUIPMENT SHEET TITLE: ,� ------------ TO REMAIN ONE LINE EXISTING EQUIPMENT TO BE REMOVED DIAGRAM r3 NEW EQUIPMENT 'o SHEET NUMBER: REV.: oI ;_ ------------ CONTROL WIRING ow E03 3 o 1 ELECTRICAL SINGLE LINE o 2 KEY NOTES 3� Y 00