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HomeMy WebLinkAbout49666-Z TOWN OF SOUTHOLD fe Ott d BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49666 Date: 9/11/2023 Permission is hereby granted to: Orient Fire District 23300 Route 25 Orient NY 11957 To: Install accessory stand-by generator, automatic transfer switch, generator auxiliary power distribution and remote monitoring communications circuitry for T-Mobile tower, per Planning Board approval. At premises located at: 23300 Route 25 Orient SCTM # 473889 Sec/Block/Lot# 18.-5-13.8 Pursuant to application dated 10/28/2022 and approved by the Building Inspector. To expire on 3/12/2025. Fees: ACCESSORY $100.00 ELECTRIC $85.00 CO-COMMERCIAL $50.00 Total: $235.00 Building Inspector w,rri TOWN OF SOUTHOLD—BUILDING DEPARTMENT 0 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �'04 Mao,' Telephone(631) 765-1802 Fax(631) 765-9502 htt� s.1'/',N ww.southoldto% nrpv, try Date Received APPLICATION I FOR BUILDING PERMIT For Office Use Only Di [ECZ0'V[ED PERMIT N0._ 14,que 7 Building Inspe of. l.- EP 1 1 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an W D(G DEPT. Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUMOLD Date:February 21, 2023 OWNER(S)OF PROPERTY: Name:American Tower ISCTM#2000- Project Address:23300 Main Road, Orient, NY 11957 Phone#:610-812-1570 Email:yrose@qualtekwireless.com Mailing Address:10 Presidential Way, Woburn, MA 01801 CONTACT PERSON: Name:Yvonne Rose Mailing Address:200 N. Warner Rd., Suite 215, King of Prussia, PA 19406 Phone#:610-812-1570 Email:yrose@qualtekwireless.com DESIGN PROFESSIONAL INFORMATION: Name:ATC TOWER SERVICES Mailing Address:3500 REGENCY PARKWAY SUITE 100, Cary, NC 27518 Phone#:610-812-1570 :EEmail:yrose@qualtekwireless.com CONTRACTOR INFORMATION: Name:T-Mobile Northeast Mailing Address:475 Virginia Drive, Fort Washington, PA 19034 Phone#:610-812-1570 Email:yrose@qualtekwireless.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration LRepair ❑Demolition Estimated Cost of Project: Z Other Telecommunications backup generator $23,000.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Telecommunications tower Intended use of property:No change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes i4No IF YES,PROVIDE A COPY. N Check Box Alter Reading: The owner/contractor/design professional Is responsible for all drat gn nage and storm water Issues as provided by Chapter 236 of the Town Code. APPUCATION 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,for the 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 authoraed inspectors on premises and in buildirgasl for necessary Inspections.Falx statements 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):Yvonne Rose RAuthorized Agent ❑Owner Signature of Applicant: m Date: / I STATE OF NEW-Y&ft) SS: , COUNTY OF �tjN� M 4� / -5'being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) 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 : day of � 26` Notary Public Commonvdeaatth of Pennsylvania-Notary Sea( DAVID A.GIBBONS,Notary Public Mant?t,,rnery County PROPER IN 01UNINER AUTHORIZATION day Commission Expires September 24,2024 (Where the applicant is not the®conal) �Go �ssivr rlaanther 1053193 See Letter of Authorization, included 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 Signature Date Print Owner's Name 2 AMERICAN TOWER® C O R P O R A T I O N LANDOWNER LETTER OF AUTHORIZATION FOR PERMITTING Licensee: T-MOBILE NORTHEAST LLC d/b/a T-MOBILE ATC Site No: 373337/Site Name: Orient Point/Project: ATC823725 Site Address: 23300 Main Rd, Orient,NY 11957-1102 APN: 1000-018-00-05-00-013-008 Coordinates: 41.142500,-72.299444 1os11 < - ra of Orient Fire District, owner of the property identified above or duly authorized agent t lereof, do hereby authorizes T-MOBILE NORTHEAST LLC d/b/a T-MOBILE, AMERICAN TOWER*, their parents, subsidiaries, affiliates, successors, assigns, contractors, and agents, to act as my non-exclusive agent for the sole purpose of filing and consummating any land-use, building, or electrical permit application(s) as may be required by the applicable permitting authorities for T-MOBILE NORTHEAST LLC d/b/a T-MOBILE,proposed equipment per the scope of work as outlined below. PROJECT DESCRIPTION THE PROPOSED PROJECT INSTALLS AN OPTIONAL STANDBY GENERATOR SYSTEM,AUTOMATIC TRANSFER SWITCH. GENERATOR AUXILIARY POWER DISTRIBUTION,AND REMOTE MONITORING COMMUNICATIONS CIRCUITRY FOR A COMMUNICATION TOWER TENANT. 1Date: Print Name: OrientFire�t NOTARY BLOCK State of County of On MauL°': g-2 before me, t U )tf1.f!: ,{ personally appeared ,i>ho provide to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of New Hampshire that the foregoing paragraph is true and correct. Witness my hand and official seal. BERNADETTE LTAPLIN NOTARY PUBLIC,STATE OF NEW YORK flegWmWn Signature .° �ry al) Guaf fled in Suwk comty My Commission Expires: My C fwn sIw E)Vrw February 1,20.2k *American Tower as used herein includes any affiliates or subsidiaries of American Tower Corporation 10 Presidential Way • Woburn,MA 01801 • 781.976.4500 Office 781.926.4555 Fax • www americantower.com ,r I ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y sJown Hall Annex - 54375 Main Road - PO Box 1179 y og . 'Ovam OF Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rog err out oldto nin . ov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: May 18, 2022 Company Name: Diversified Wireless, Inc Name: License No.: 2006-07 email: mconnor@diversifiedwireless.com Address: 2539 Steuben Hill Road Herkimer NY 13440 Phone No.: 315 895-0336 JOB SITE INFORMATION (AII Information Required) Name: Orient Fire Department 373337 . Orient Point Address: 23300 Main Road Orient NY 1.1957 Cross Street: Tabor Road Phone No.: 631 232-2445 BIdg.Permit#: 4 q (o G 6 email: Tax Map District: 1000 Section: 18 Block: 5 Lot: 13.8 BRIEF DESCRIPTION OF WORK (Please Print Clearly) American Tower Corporation grooses 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 Reconnected - Underground - Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: T l" ekWireless 1,L "as the authorized agent acting on behalf of American Tower. POC for QualTek Wireless,LLC is Tiffany Adams Myers at: 6600 New Venture Gear Dr,East Syracuse,NY 13507; (984) 800-5108;tadamsmyers@qualtekwireless.com PAYMENT DUE WITH APPLICATION Request for Inspection FormAs OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ��"m Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLDL )022 MEMORANDUM Michael J. Verity, Chief Building Inspector P022 To: 9 p `� From: Heather M. Lanza, AICP, Planning Director Date: October 28, 2022 Re: Planning Department Report Generator for American Tower/T-Mobile at Orient Fire District 23300 Main Road, Orient SCTM#1000-15-9-13.8 . r The Planning Department has conducted a review of the proposed generator pursuant to §280-74 B (2), and recommends approval of this application with the condition that the generator be housed in the Level 2 Sound Enclosure identified in the attached quote. The generator is located relatively close to residential property lines and requires a noise-reducing enclosure to ensure noise levels are low when in operation in this zoning district. Thank you for your cooperation.. Encl. 4% NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE NO ^^^^^^ 262854624 DIVERSIFIED WIRELESS INC 2539 STEUBEN HILL RD HERKIMER NY 13350 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DIVERSIFIED WIRELESS INC TOWN OF SOUTHHOLD 2539 STEUBEN HILL RD 54375 ROUTE 25 HERKIMER NY 13350 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G2523 510-2 922746 11/01/2021 TO 11/01/2022 5/19/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2523 510-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POUCY',INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/ .NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT LOUIS MASTROIANNI DIVERSIFIED WIRELESS INC THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STT4 ,74*1 NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 890881635 U-26.3 DIVEWIR-01 MIJILLIPS CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 3/10/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed„ If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lance Roberts NAME: CH Insurance Brokerage Services Co.,Inc. PHONEFAX 100 S.Salina St.Suite 370 Arc,No,Ext): 315 234-7500 Arc„No.(315)234-7508 Syracuse,NY 13202 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Libe Mutual Group INSURED INSURER B: Diversified Wireless Inc INSURER c: 2539 Steuben Hill Rd INSURER D: Frankfort,NY 13340 INSURER E INSURER F COVERAGES CE. FICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1NSR ADDL SUBIR POLICY EFF POLICY EXP LiftTYPE OF INSURANCE POLICY NUMBER0MMLIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000' CLAIMS-MADE r___7',OCCUR BKS56467877 3/8/2022 3/8/2023 DAMAGE TQ RES teaENTED 300,000 MED EXP(Any oneperson) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGA E LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 X POLICY PEC LOC PRODUCTS-COMPAOP AGG $ 2,000,000 OTt lE AUTOMOBILE LIABILITY ==,SINGLE LIMIT ANY AUTO BODILY INJURY Per erson OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNEDQPEf ^r AMAGE AUTOS ONLY AUTOS ONLY er—PE enl $ $ UMBRELLA LIAB =OCCUR EACH OCCURRENCE EXCESS LIAB AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATIONPER 0TH- AND EMPLOYERS'LIABILITY Y/N ��E ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) If yes,describe under E L.DISEASE-EA EMPLOYEE$ DESCRIPTION OF QPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Town Route h ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD d �3 G�SSe-SSo 0s r AMERICAN TOWER' _ N A.T.ENGINEERING SERVICE,PLLC 3500 REGENCY PARKWAY y �r1F10 SUITE 100 i PHONE: ,NC 2751812 d �19) �'yy ?f COA:0012746 w THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND �% - ' PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE East rvlarjoni~' AM E RICAN TOWERO FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE C OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR r� SITE LOCATION THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ONSITE CONSTRUCTION REVIEW OF THIS _ Y PROJECT.CONTRAC TOR(S)MUST VERIFY ALL DIMENSIONS AND - _ " _ _ ATC SITE NAME: ORIENT POINT O ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY PRIOR - SSUANCE THIS DRAWING IS tet' - - _ �1 IVERS ON ON FILE WITH AM RICAN TORR ED BY THE LATEST cre�Rpo�t .: t SITE NUMBER: 373337 •I-` QE- REV. DESCRIPTION BY DATE Har ar_:- . _ sfiie : ti SITE ADDRESS: 23300 MAIN ROAD 0° FOR CONSTRUCTION AM 05/10/22 ORIENT, NY 11957 ° - LOCATION ° VICINITY MAP MAP ° ATC SITE NUMBER: 373337 SHARED GENERATOR PROGRAM ATC SITENAME: ANCHOR TENANT ORIENT POINT COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX SITE ADDRESS: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INSTALLS AN OPTIONAL STANDBY SHEET DESCRIPTION: REV: DATE: BY: 23300 MAIN ROAD IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE GENERATOR SYSTEM,AUTOMATIC TRANSFER SWITCH, N0: ORIENT,NY 11957 23300 MAIN ROAD GENERATOR AUXILIARY POWER DISTRIBUTION,AND REMOTE G-001 TITLE SHEET 0 05/10/22 AM SEAL: FOLLOWING CODES AS ADOPTED BY THE LOCAL ORIENT,NY 11957 MONITORING COMMUNICATIONS CIRCUITRY FOR A GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS COUNTY:SUFFOLK COMMUNICATION TOWER TENANT. TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO G 002 GENERAL NOTES 0 05/10/22 AM �C OF NEW;, A THESE CODES. GEOGRAPHIC COORDINATES: / rL C-101 SITE PLAN 0 05/10/22 AM O i 1. 2020 NEW YORK BUILDING CODE(20181BC) .� LATITUDE:41.1425 C-501 CONCRETE PAD DETAILS 0 05!10/22 AM * \ 2. 2017 NATIONAL ELECTRIC CODE(NEC) LONGITUDE:-72.29944444 E-601 ELECTRICAL ONE-LINE AND WIRING DETAILS 0. 05/10/22 AM � .G 3. LOCAL BUILDING CODE GROUND ELEVATION:17'AMSL r' R-601 SUPPLEMENTAL ZONING INFORMATION: 4. CITY/COUNTY ORDINANCES 1. THE FACILITY IS UNMANNED.PROJECT NOTES _ JURISDICTION:SUFFOLK R-602 SUPPLEMENTAL j,J�� 100667 PARCEL NUMBER:1000-018-00-05-00-013-008 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE R-603 SUPPLEMENTAL �^ A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND F S DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. PROJECT TEAM 4. NO SANITARY SEWER,POTABLE WATER OR TRASH DISPOSAL IS REQUIRED.5. IS NOT y ATC REGIONAL NETWORK DEVELOPMENT PROJECT MANAGER: 6. THE CAP PIROJ CTCESS DEPICTED INREQTHESE PLANS QUALIFIES AS AUt11O17Zed by "EOR" MICHAEL JOYCE AN ELIGIBLE FACILITIES REQUEST ENTITLED TO ��@}}�( / C (508)326-5522 EXPEDITED REVIEW UNDER 47 U.S.C.§1455(A)AS A p I(® p ® � pf =��. �v MODIFICATION OF AN EXISTING WIRELESS TOWER THAT 43 U ATC NETWORK OPERATIONS CENTER: INVOLVES THE COLLOCATION,REMOVAL,AND/OR UTILITY COMPANIES (877)518-6937 REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR§1.61000(B)(7). POWER COMPANY:LONG ISLAND POWER TOWER OWNER: DRAWN BY: PHONE:(516)222-7700PROJECT LOCATION DIRECTIONS DATE DRAWN: 05/10/22 TELEPHONE COMPANY:VERIZON AMERICAN TOWER 10 PRESIDENTIAL WAY ATC JOB N0: 13770374_M4 PHONE:(631)537-1039 WOBURN,MA 01801 PROPERTY OWNER: ,., ORIENT FIRE DISTRICT TITLE SHEET 23300 MAIN ROAD FROM GREENPORT NY,HEAD NW TOWARD BAY AVE FOR 100 FT. �* I` p ORIENT,NY 11957 TURN LEFT ONTO BAY AVE.TURN RIGHT ONTO MAIN RD IN.8 ML TURN TIGHT ONTO NY-25 E IN 4.4 MI.TURN RIGHT IN 350 FT AND _ ENGINEERED BY: DESTINATION IS ON THE LEFT. SHEET NUMBER: REVISION: Know what's below. ATC TOWER SERVICES w 3500 REGENCY PARKWAY SUITE 100 G-001^ 0 0 1 0 Callbefore you dig. CARY,NC 27518 �•J , GENERAL CONSTRUCTION NOTES: REPRESENTATIVES,EITHER TO THE EXISTING WORK,OR TO HIS WORK OR THE WORK OF ANY DRAWINGS. APPLY APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL,BAR SPACING, 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL,STATE,AND LOCAL CODES, OTHER CONTRACTOR,SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. COVER AND THE LIKE. D C' INCLUDING ANSI/EIA(TIA-222,AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 28, ALL WORK SHALL BE INSTALLED IN A FIRST CLASS,NEAT AND WORKMANLIKE MANNER BY 19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO"ACI MANUAL OF STANDARD PRACTICE 2. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE FOR DETAILING REINFORCED CONCRETE STRUCTURES"(ACI 315). SUBJECT TO THE APPROVAL OF THE ATC CM. ANY WORK FOUND BY THE ATC CM TO BE OF AL PRIOR TO START OF CONSTRUCTION. INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL AMERICAN TOWER 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. CONSTRUCTION JOINTS,UNLESS SHOWN IN THE CONTRACT DRAWINGS. A.T.ENGINEERING SERVICE,PLLC J BUILDINGS,DRAINAGE STRUCTURES,AND SITE 29• IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE,ALL TYPES OF 3500 REGENCY PARKWAY 4. ALL DIMENSIONS TO,OF,AND ON EXISTING TS SHALL BE VERIFIED FIELD IL CONTRACTOR WITH ALL DISCREPANCIES MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR MANUFACTURER'S 21. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE SUITE 100 IMPROVEMENTS REPORTED N THE ENGINEER. CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. CONTRACT DOCUMENTS,CONFORMANCE WITH ACI 318,AND ACCEPTANCE OF THE ENGINEER. CARY,NC 27518 " DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL ~ PHONE:(919)468-0112 < BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS. COA:0012746 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 6. DETAILS SHOWN ARE TYPICAL;SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS 22. SPLICES OF WWF,AT ALL SPLICED EDGES,SHALL BE SUCH THAT THE OVERLAP MEASURED THESE DRAWINGS AND/OR THEACCOMPANYING - OTHERWISE NOTED. CONCRETE AND REINFORCING STEEL NOTES: BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING SPECIFICATION AS INSTRUMENTS AN SERVICE ARE THE OF THE CROSS WIRE PLUS 2 INCHES,NOR LESS THAN 6". EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY FOR WHICH THEY ARE PREPARED.ANY USE DISCLOSURE . DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR 1 WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 23. BAR SUPPORTS SHALL BE ALL-GALVINIZED METAL WITH PLASTIC TIPS. THE SPECIFIED CARRIER Is srRlcrLv PROHIBITED.TITLE To EDITIONS OF ALL APPLICABLE CODES INCLUDING:ACI 301"SPECIFICATIONS FOR STRUCTURAL THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF 6. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR CONCRETE FOR BUILDINGS",ACI 117"SPECIFICATIONS FOR TOLERANCES FOR CONCRETE 24. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT BY AMERICAN TOWER WHETHER OR NOT THE PROJECT IS STABILITY ARE INSTALLED. THESE ELEMENTS AREAS FOLLOWS:LATERAL BRACING,ANCHOR CONSTRUCTION AND MATERIALS",AND ACI 318"BUILDING CODE REQUIREMENTS FOR EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER WILL REINFORCED CONCRETE." CONSTRUCTION TRAFFIC OR CONCRETE.TIE WIRE SHALL BE OF SUFFICIENT STRENGTH FOR BE PROVIDING ONSITE CONSTRUCTION REVIEW OF THIS BOLTS,ETC. INTENDED PURPOSE,BUT NOT LESS THAN NO.18 GAUGE. PROJECT.CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS DRAINS, 2. MIX DESIGN SHALL BE APPROVED BY ATC CM PRIOR TO PLACING CONCRETE. 25. SLAB ON GROUND: VERSION ON FILE WITH AMERICAN TOWER. DRAIN PIPES,VENTS,ETC.BEFORE COMMENCING WORK A. COMPACT SUBGRADE AND ENSURE THERE IS PLACE 6"GRAVEL BENEATH SLAB. 3. CONCRETE SHALL BE NORMAL WEIGHT,6%AIR ENTRAINED(+/_1.5%)WITH A SLUMP RANGE OF B. PROVIDE VAPOR BARRIER BENEATH SLAB ON GROUND. REV. DESCRIPTION BY DATE 10. INCORRECTLY FABRICATED,DAMAGED,OR OTHERWISE MISFITTING OR NONCONFORMING 3-5"AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ATC CM PRIOR TO REMEDIAL OR NOTED. A FOR CONSTRUCTION AM 05/10/22 CORRECTIVE ACTION.ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY STRUCTURAL STEEL NOTES: 0 THE ATC CM PRIOR TO PROCEEDING. 4. THE FOLLOWING MATERIALS SHALL BE USED: 11. EACH CONTRACTOR SHALL COOPERATE WITH THE ATC CM,AND COORDINATE HIS WORK WITH PORTLAND CEMENT: ASTM C150,TYPE 2 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC"SPECIFICATION THE WORK OF OTHERS. REINFORCEMENT: ASTM A185,PLAIN STEEL WELDED WIRE FABRIC FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." Q REINFORCEMENT BARS: ASTM A615,GRADE 60,DEFORMED Q 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO NORMAL WEIGHT AGGREGATE: ASTM C33 2. STRUCTURAL STEEL ROLLED SHAPES,PLATES AND BARS SHALL CONFORM TO THE FOLLOWING MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE ATC WATER: ASTM C 94/C 94M ASTM DESIGNATIONS: ATC SITE NUMBER: CONSTRUCTION MANAGER. ADMIXTURES: 373337 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION -WATER-REDUCING AGENT: ASTM C 494/C 494M,TYPE A A. ASTM A-572,GRADE 50-ALL W SHAPES,UNLESS NOTED OR A992 OTHERWISE USING A SILICONE SEALANT. -AIR-ENTERING AGENT: ASTM C 260/C 260M ATC SITE NAME: -SUPERPLASTICIZER: ASTM C494,TYPE F OR TYPE G B. ASTM A-36-ALL OTHER ROLLED SHAPES,PLATES AND BARS UNLESS NOTED OTHERWISE. ORIENT POINT 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,CONTRACTOR -RETARDING: ASTM C 494/C 494M,TYPE B SHALL NOTIFY THE ATC CONSTRUCTION MANAGER IMMEDIATELY. 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE NO LESS THAN 311. C. ASTM A-500,GRADE B-HSS SECTION(SQUARE,RECTANGULAR,AND ROUND) 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND 6. A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE D. ASTM A-325,TYPE SC OR N-ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. WITH ACI 301 SECTION 4.2.4,UNLESS NOTED OTHERWISE. SITE ADDRESS: 16. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH E. ASTM F-1554 07 -ALL ANCHOR BOLTS,UNLESS NOTED OTHERWISE 23300 MAIN ROAD DAY. 7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S ORIENT,NY 11957 WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT,DOWEL,OR ROD SHALL CONFORM 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER 17. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE FABRICATION PER ASTM Al 23.EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE SEAL: TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ATC CM APPROVAL WHEN DRILLING GALVANIZED PER ASTM Al 53 OR 8695. HOLES IN CONCRETE. �C O f NEWTS 18. CONTRACTOR SHALL FURNISH ATC WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON 4. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING 4 NEW IS OF WORK. 8. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH(2)BRUSHED �� PHILIP 0� "METHOD 1"OF ACI 301. COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND 19. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH ATC CM TO DETERMINE MANUFACTURER'S RECOMMENDATIONS. h� WHAT,IF ANY,ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND 9 DO NOT WELD OR TACK WELD REINFORCING STEEL. * 4Q INSTALLED BY THE CONTRACTOR.'CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED. 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND 20. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH ATC CONSTRUCTION 10. ALL DOWELS,ANCHOR BOLTS,EMBEDDED STEEL,ELECTRICAL CONDUITS,PIPE SLEEVES, DETAILED ON STRUCTURAL DRAWINGS. r" MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY ATC. ALL REQUIRED PERMITS GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE NOT OBTAINED BY ATC MUST BE OBTAINED,AND PAID FOR,BY THE CONTRACTOR. START OF CONCRETE PLACEMENT. 6. CONNECTIONS: 21. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH ATC SPECIFICATIONS 11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN 1008 7 AND REQUIREMENTS. ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1. O/" F 22. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ATC FOR REVIEW AND APPROVAL PRIOR 12. DO NOT PLACE CONCRETE IN WATER,ICE,OR ON FROZEN GROUND. B. ALL WELDS SHALL BE INSPECTED VISUALLY.25%OF WELDS SHALL BE INSPECTED WITH TO FABRICATION. 13. DO NOT ALLOW REINFORCEMENT,CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS 1 23. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND CURING AND SETTING PERIOD,OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT. D1.1.REPAIR ALL WELDS AS NECESSARY. Authorized by "EOR" LOCATED ACCORDING TO ATC SPECIFICATIONS,AND AS SHOWN IN THESE PLANS. , Ma 0' 0 :4�: 9 14. FOR COLD-WEATHER(ACI 306)AND HOT-WEATHER(ACI 301M)CONCRETE PLACEMENT,CONFORM C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. 24. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE,MATERIALS CONTAINING ❑l® 0 © ® CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,METHODS, CHLORIDE,CALCIUM,SALTS,ETC.SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS F� TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WEATHER FOR 7 DAYS,MINIMUM. REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIRE WORK UNDER THE CONTRACT. DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. 25. CONTRACTOR SHALL NOTIFY ATC CM A MINIMUM OF 48 HOURS IN ADVANCE OF POURING 15. ALL CONCRETE SHALL HAVE A"SMOOTH FORM FINISH.' E. ALL ELECTRODES TO BE LOW HYDROGEN,MATCHING FILLER METAL,PER AWS 01.1, DRAWN BY: CB - CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES,FOUNDATIONS OR SEALING ANY UNLESS OTHERWISE NOTED: UNLESS NOTED OTHERWISE. 16. WALL,FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. DATE DRAWN: 05/10/22 A. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A6151A 26. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL 615M/A-996,GRADE 60. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS,UNLESS NOTED OTHERWISE. ATC JOB NO: 13770374_M4 APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL,CONTRACTOR SHALL GRIND OFF AND FIRE PREVENTION,TEMPORARY SHORING,SCAFFOLDING,TRENCH BOXES/SLOPING, 17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT GALVANIZING W BEYOND ALL FIELD WELD SURFACES.AFTER WELD AND WELD BARRIERS,ETC. DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED INSPECTION IS COMPLETE,REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GENERAL NOTES REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY(CLASS A)IN GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS 27. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE,ALL EXISTING FACILITIES AND SUCH ACCORDANCE WITH ACI 318. RECOMMENDATIONS. OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES,OR BY 18. REINFORCING BAR DEVELOPMENT LENGTHS,AS COMPUTED IN ACCORDANCE WITH ACI 318, SHEET NUMBER: REVISION: THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS FORM THE BASIS FOR BAR EMBEDMENT LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE G-002 0 SITE PLAN NOTES: •n 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. AMERICAN TOWER® - 2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL A.T.ENGINEERING SERVICE,PLLC j PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. 3500 REGENCY PARKWAY BEFORE UTILIZING EXISTING CABLE SUPPORTS,COAX PORTS,INSTALLING NEW SUITE 100 1 PORTS OR ANY OTHER EQUIPMENT,CONTRACTOR SHALL VERIFY ALL ASPECTS OF CARY,NC 27518 THE COMPONENTS MEET THE ATC SPECIFICATIONS. UTILIZE EXISTING 10'X 11' PHONE:(919)468-0112 rr/ CONCRETE PAD BY SAW CUTTING COA:0012746 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ATC / OR CORE DRILLING AREA FOR ^I CONSTRUCTION MANAGER AND LOCAL UTILITY COMPANY FOR THE INSTALLATION STUB UP TO MATCH DETAIL ON THESE DRAWINGS ANDIOR THE ACCOMPANYING OF CONDUITS,CONDUCTORS,BREAKERS,DISCONNECTS,OR ANY OTHER �� C-501-OR-REMOVE AND SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE v EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALLUILDING i., REPLACE EXISTING WITH PAD EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND _ BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND MATCHING PROPOSED DESIGN. PUBLICATION SHALL BE RESTRICTED TO USE OR DISCLOSURE E ^ NATIONAL CODES,ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. FOR WHICH THEY ARE PREPARED.ANY A E GR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR % THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLETO 4. CONTRACTOR SHALL INSURE THAT ALL WORKING SPACE REQUIREMENTS ARE MET „rrrrr EXISTING FENCE PROPOSED SOKW THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF (TO BE REMOVED) DIESEL GEN. AMERICAN TOWER WHETHER OR NOT THE PROJECT IS PER APPLICABLE CODES AND MANUFACTURER SPECIFICATIONS. FOR BACKUP POWER EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER WILL r!! BE PROVIDING ONSITE CONSTRUCTION REVIEW OF THIS 5. ABOVE GROUND CONDUITS NEED TO BE SUPPORTED/FASTENED PER NEC 344,NEC iDISCREPANCIES. t (SEE SITE PLAN NOTE 4) PROJECT.CONTRACTOR(S)MUST ALL DIMENSIONS AND FIRE DEPT /,r� ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY PRIOR 352,AND PER ATC CONSTRUCTION SPECIFICATIONS. SELF SUPPORT TOWER r%''r!r PROPOSED ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST /! VERSION ON FILE WITH AMERICAN TOWER. MONITORING UNIT 6.. THE FOLLOWING SIGNS SHALL BE INSTALLED AT TENANT SERVICE MAIN DISCONNECT PER NEC 702.7. PROPOSED H-FRAME IB a REV. DESCRIPTION BY DATE r rr! r �' 4 6.1. "CAUTION:TWO SOURCES OF SUPPLY STANDBY GENERATOR LOCATED \' FOR BACKUP POWER C-50 A FOR CONSTRUCTION AM 05/10/22 ;!' ! /, 3.0 / (SEE SITE PLAN NOTE 4) OUTDOORS" Q - N' Q 6.2. "WARNING:SHOCK HAZARD EXISTS IF GROUNDING ELECTRODE CONDUCTOR r!r!f / PROPOSED OR BONDING JUMPER CONNECTION IN THIS EQUIPMENT IS REMOVED WHILE rrr'r / 6' X 10, E-STOP GENERATOR e ALTERNATE SOURCE IS ENERGIZED" rr rrrr 601 ', r' V ;rrr" 11'-6" X 30"-D" CON. PAD Q / SHELTER - RODENT CONTROL AROUND GENERATOR ENVELOPE: PROPOSED UNDERGROUND r' t 3y 1 POWER AND COMMUNICATIONS ATC SITE NUMBER: 1. INSTALL ALL PROVIDED SEALS,PLUGS,COVERS,ETC.IN GENERATOR AND FUEL //!/!r CONDUITS PER ELECTRICAL C-50 E-60 373337 TANK ENVELOPE. SEAL ALL REMAINING OPENINGS(EXCEPT NORMAL VENTING) ONE-LINE DIAGRAM ATC SITE NAME: EXISTING T-MOBILE PANEL WITH RODENT FOAM SEALANT. NO OPENING SHALL BE LARGER THAN 1/4 INCH ANY „r!r' ' DIMENSION. PROPOSED ORIENT POINT V \ NEMA 3R JUNCTION BOX SIZED PER NEC 2. SEAL ALL CONDUITS INCLUDING CONDUITS ENTERING GENERATOR EQUIPMENT, Y; \ 314.TO SPLICE FEEDER FROM PROPOSED BOXES,ATTACHMENTS,ETC.WITH RODENT FOAM SEALANT. M/D r` \ j0. G \ {� _ ATS TO EXISTING TENANT PANEL. 3. SEAL ALL CONDUIT ACCESS OPENINGS THROUGH CONCRETE PAD WITH (PROPOSED JUNCTION BOX PREFERABLY CONCRETE. MOUNTED ON BACK OF FRAME OR T-rL10BlLE \ � � ��i+�� ALTERNATE HANDHOLE IN GROUND) SITE ADDRESS: 4. SLOPE GRAVEL BASE AT CONCRETE PAD PERIMETER FROM ABOVE PAD BASE TO / /� 8' X 20' \ IB MONOPOLE y 23300 MAIN ROAD EXISTING GRADE LEVEL TYPICAL ALL PERIMETER SIDES. \ \ CON. PAD W1 EXISTING T-MOBILE ORIENT,NY 11957 12 X 26' GMETER AND SERVICE \ RAVEL 1 \ GROUND SPACE SURFACES MAIN DISCONNECT SEAL: 1pr NEW),o LEGEND IN � \ �� 49 9 ® GROUNDING TEST WELL ATS AUTOMATIC TRANSFER SWITCH LC \ i B BOLLARD /B CSC CELL SITE CABINET D DISCONNECT CON. PAD 1008 7 E ELECTRICAL ` A F FIBER A GEN GENERATOR r G GENERATOR RECEPTACAL \ I T F HH,V HAND HOLE,VAULT �''"J Authorized by "EOR" IB ICE BRIDGE '\ K KENTROX BOX 1 /` MaQ 9 0I( LC LIGHTING CONTROL \/ M METER © ® PB PULL BOX ro PP POWER POLE T TELCO TRN TRANSFORMER DRAWN BY: CB - CHAINLINK FENCE DATE DRAWN: 05/10/22 ATC JOB NO: 13770374M4 � DETAILED SITE PLAN SITE PLAN APPROXIMATE TRENCH DISTANCES o 10' zo' SHEET NUMBER: REVISION: 8' POWER CONDUIT TRENCH SCALE:1"=10'(11X17) 1"=S'(22X34) C-1 01 m FI G/RAD SHED PROPOSED PAD /�'= '" ., •.T r,':�.,�,,..Yf / AME�CAN T�WERO < A.T.ENGINEERING SERVICE,PLLC } J 3500 REGENCY PARKWAY SUITE 100 o STUB UP CARY,NC 27618 J #4 @ 11-1/4^ AREA EXISTING 6"EXISTING CRUSHED PHONE:(919)468.0112 •�_�,�e^ COMPACTED FILL STONE OR GRAVEL COA:0012746 PAD NOTES: (SEE NOTE 2) I THESE DRAWINGS AND/OR THE ACCOMPANYING I 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL.DELETRIOUS MATERIAL AND SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE 3/4" ✓v ORGANICS SHALL BE REMOVED. EXCLUSIVE PROPERTY OF AMERICAN TOWER THEIR USE AND CHAMFER iV o PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE ? N is 2. MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2'PERIMETER USING A OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR j i MECHANICAL PLATE TAMPER,MIN 3 PASSES.SEE ATC CONSTRUCTION THESPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLETO •I SPECIFICATION 312000 ACCESS ROAD AND EARTH WORK. THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER WILL 3. USE GALVANIZED HILTI EXPANSION ANCHORS OR,APPROVED EQUAL,FOR BE PROVIDING ONSITE CONSTRUCTION REVIEW OF THIS PROJECT.CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND EQUIPMENT ANCHORAGE. ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY PRIOR #4@11" i m ISSUANCE OF THIS DRAWINGS SUPERSEDED BY THE LATEST 4. FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT,SEE EQUIPMENT VERSION ON FILE WITH AMERICAN TOWER. VENDOR DRAWINGS. GRAVEL PREPARATION REV. DESCRIPTION BY DATE 3" UNISTRUT PIPE/CONDUIT 2 SCALE:N.T.S. OQ FOR CONSTRUCTION AM 05/10/22 CLAMP P1119 OR P2558-35 0 — (GALV.)(TYP.)FOLLOW MANUFACTURER 0 RECOMMENDATIONS FOR — BOLT TORQUE — 40 Q — PAD NOTES: O � PIPE CAP 1. PADS SHALL BE PRE-CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION. EXISTING FRAME I A A 1"TO 3" ATC SITE NUMBER: SU 2. PADS SHALL HAVE A MIN 28 DAY COMPRESSIVE STRENGTH AS SPECIFIED ON G-002,CONCRETE AND REINFORCING STEEL NOTES#3 SUPPORT 1^ ^1 �`��-- 373337 FUTURE TRANSFER SI>>ATCH 3. REFER TO CONCRETE&REINFORCED STEEL NOTES ON SHEET G-002&ATC CONSTRUCTION SPECIFICATION 033000 FOR SECTION A-A CAST-IN-PLACE PADS. ATC SITE NAME: 4. STUB UP AREA SHALL BE FILLED WITH QUIKRETE,OR APPROVED EQUAL,PRIOR TO FINAL SET OF GENERATOR ON PAD. 5. AFTER FINAL SET OF GENERATOR ON PAD,GROUT ALL EXTERIOR OPENINGS AT PAD INTERFACE SO THAT FINISHED MAXIMUM ATC PANEL ORIENT POINT OPENING SHALL BE 1/4 INCH. 240V,60A,3-WIRE,1-PH, 6. GROUT SHALL BE PER ATC CONSTRUCTION SPECIFICATION DIVISION 03,CONCRETE. O © 40A M.C.B.8 SP,8CKT, NEMA 3R LOAD CENTER REINFORCED PAD LAYOUT SCALE N.T.S. TRANSFER SWITCH UNISTRUT SITE ADDRESS: (SEE NOTE 7) ® (TO BE FIELD LOCATED) 23300 MAIN ROAD EMERGENCY POWER • FUTURE CIRALIT BREAKER ORIENT,NY 11957 OFF ! :2 SEAL: + NEMA 3R 6X6X4 4 WEATHERPROOF � ,A�,Of _ EXISTING GRADE SCREW COVER ® WIREWAYJUNCTION Q, 0 I. MOUNTED ON BACK OF 3"STD 4HI��p ooa0000ao oo�ac°3paa a , H-FRAME GALVANIZED PIPE I`� 9•p I/ °a000°a°goo°moa°moo a°o°a' ' CIRCUIT * 'p Ul} C7 O p0000a99a°'ooa�oo�a a°op°c°o H z oa a° o° DETECTABLE MAGNETIC BREAKER r -� EXOTHERMIC WE Q a A o a oa a U F- loo.*Qoagaaao°�ooa000000°i COLD GALVANIZE U.1 rn L7 °oaopOo°o°000°°oo°000°° WARNING TAPE MEYERS HUB I I r Of 0 x,6 �o°000°aooaaoa°pOpOaa°a (fYP ALL EQUIPMENT L- AFTER COOLING .r H., w.� iQo..aoa?aoo°D°.°oo°0000°o^oC� TRENCH 1"CROWN 4.1 CONNECTIONS) Q Q WH ;,.:7oga°O000�oao°moo°°°°cfoo'Qo°o EXISTING GRADE .- 0 7p Q _ oa ooa aaa ao a° o° \ Z U 2 as pc° °oa°pO po°oc°�J ,` �� �� T #2 SOB NC � Z �°aj6oa°oo��oa��co�ao���l UNEXCAVATED ,✓✓✓ ~ } _ 1aa,aaoO Jaaoaaaoco°ao° ar" _ ^�� ` 1r' iii F S et m i aoaooaoaaoo°°oa°arca°off' SOIL 1 GROUND D CONDUCTOR v 1`}�ooa°aa°°oa°�aa°°°°°°c°aa ` ��'1 ,x �� TO GROUNDING �OQOC'�O��p0�p9a�` ,`YpOaCq Oaa.0aa0°O p°Qoa°jet`' 5 ELECTRODE yOoaQooaQ°qoo: 0OOooao�, o \�` CONDUCTOR LOOP "EOR" P pOo. ��P� B, , _ Authorized by EOR Ma 0 0 49: 9 __ Y /J � Ic COMMUNICATIONS CONDUIT 6j 6j AC POWER `—� (AS APPLICABLE) CONDUIT(S) CLEAN SAND SUITABLE 12"MIN. FOR CONDUIT BEDDING - V-01. 12"0 (SEE NOTE 1) H-FRAME NOTES: 12"0 CONCRETE FOOTING DRAWN BY: CB 1. IF IT IS NECESSARY TO EXTEND THE H-FRAME,AN ADDITIONAL POST SHALL BE REQUIRED. DATE DRAWN: 05/10/22 TRENCH NOTES: 2 PROPOSED UNISTRUTS TO BE FIELD CUT AND SHALL NOT EXTEND MORE THAN 6 INCHES BEYOND THE LAST POST. 3. SPRAY ENDS OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT,ALLOW TO DRY,THEN COVER WITH RUBBER ATC JOB NO: 13770374_M4 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE USED FOR BACKFILL.IF PROTECTIVE CAPS FOR SAFETY. NOT,PROVIDE CLEAN,COMPACTIBLE MATERIAL. 4. UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES. 2. COMPACT IN 8"LIFTS USING A MECHANICAL PLATE TAMPER,MIN 3 PASSES.REMOVE ANY LARGE ROCKS PRIOR TO 5. ALL PROPOSED HARDWARE TO BE MOUNTED AND GROUNDED PER MANUFACTURERS SPECS CONCRETE PAD BACKFILLING.CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING.SEE ATC 6. ALL ITEMS ARE PROPOSED UNLESS OTHERWISE NOTED. 7, LAYOUT H-FRAME&PROPOSED EQUIPMENT EXACTLY AS SHOWN TO ALLOW FOR FUTURE EQUIPMENT.ANY DETAILS CONSTRUCTION SPECIFICATION 312000 SECTION 3.15. DEVIATIONS MUST BE APPROVED BY ATC CM,: WRITING,NO EXCEPTIONS. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL HAND DIG U/G TRENCHING. 8. FOOTINGS SHALL BE ONE OF THE FOLLOWING:USS POLECRETE STABILIZER SYSTEM,PRECAST CONCRETE(WHERE 4. CONFIRM SPACING AND DEPTH WITH NEC OR LOCAL CODE REQUIREMENTS ALLOWED BY JURISDICTION)OR CAST IN PLACE.FOR PRECAST FOOTINGS,CONTRACTORS SHALL THOROUGHLY SHEET NUMBER: REVISION: CONDUIT TRENCH DETAILS COMPACT THE PERIMETER(2'MIN)OF FOOTING WITH MECHANICAL PLATE TAMPER. 3 SCALE:N.T.S. H-FRAME 4 SCALE:N.T.S. C-501 y GENERATOR v TERMINATE 120/208V OR 120/240V 3-WIRE CIRCUIT ON GENERATOR n WIRING TERMINAL STRIP.VERIFY OR INSTALL AS FOLLOWS: 1. BATTERY CHARGER-PRE-WIRED ON ONE 120V CIRCUIT. - THIS DESIGN ONLY APPLICABLE TO 2. BLOCK HEATER-HARD WIRED 120V CIRCUIT MECHANICAL WELD. CONNECTED INTERNALLY 240V 10 UTILITY SERVICE.FIELD VERIFY UTILITY SERVICE AND IF NOT GEN PANEL TO CHANNEL FRAME WITH AMERICAN TOWER < 240V 10,HALT CONSTRUCTION AND DOUBLE LUG,SS HARDWARE.COLD A.T.ENGINEERING SERVICE,PLLC RE-PROCESS FOR RE-DESIGN - ____--- J rEMERGENCY POWER OFF G 400/2 MAIN CIRCUIT BREAKER FOR 80kW 1m, i GALVANIZE AFTER 3500 REGENCY PARKWAY 1 EXISTING (SEE NOTE 6) 120/240V,3W,OPTIONAL STANDBY COOLING. SUITE 100 - I I METER SOCKET WITH KWH GENERATOR.PROPOSED DOUBLE 250 KCMIL I CARY,NC 27518 r TENANT CIRCUIT BREAKER I BOND PER NEC AL LUGS ON EACH POLE OF LOAD SIDE OF #2 SBTC PHONE:(919)468-0112 4 125A,2P,240V NEMA 3R SERVICE ENTRANCE RATED. I i GROUND CONDUCTOR COA:0012746 SERVICE ENTRANCE RATED (MIN#2 SBTC) MCB-TOTAL 2 LUGS. � -_ CIRCUIT BREAKER(TYP) SEE TELCO AND POWER JOINT ` TO GROUND RING VERIFY GROUND I I TRENCH CONDUIT ON C-501 PER NEC --J GENERATOR INSTALLATION NOTE: THESEDRAWINGSINDIORTHEACCOMPANYING (MIN#2 SBTC) �� - ( ) ( ) ( ) ( ) SPECIFICATION AS INSTRUMENTS AN SERVICE ARE THE 2 SETS OF 3 250 KCMIL AL AND 1 #1 AWG ALGIN 2 3"C INSTALL GENERATOR AND TRANSFER SWITCH WITH ALL SUPPLIED EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND 3-2$0 KCMIL AL, PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE WIRE WAY,8"x 8"MINIMUM,LENGTH OF FRAME ACCESSORIES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE 1-#4 AL G.3"C — AND SPECIFICATIONS. THIS INCLUDES,BUT IS NOT LIMITED TO, OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR (TYP) . SPLICE WITH 3-PORT"POLARIS"TAPS OR ACCESSORIES FOR THE EXHAUST SYSTEM,FUEL SYSTEM,ENCLOSURE THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF 40- 12$!2 APPROVED EQUAL,SECURELY WRAPPED WITH INTEGRITY(CAPS,PLUGS,COVERS,ETC.),ELECTRICAL CONNECTIONS, AMERICAN TOWER WHETHER OR NOT THE PROJECT IS 16"X16"X6"JUNCTION BOX. COMMERCIAL GRADE NYLON ELECTRICAL TAPE AND GROUNDING CONNECTIONS. EXECUTED.PROVIDING NEITHER THE ARCHITECT NOR REVIEWTHE WILL BE PROVIDING ONSITE CONSTRUCTION REVIEW OF THIS SPLICE OR FEED THROUGH AFTER INSTALLATION IS COMPLETE. PROJECT.CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND AS REQUIRED 3-4#2/0 AWG AL, 342/0 AWG AL, P ALL CONNECTIONS) GENERATOR GROUNDING ISSUANADVISECE E OF THIS DRAWING TOWER G IS NY SUPERSEDED D BY S.THE LATESNY T (SEE NOTES 2 AND 3) 144 AWG AL G. 1-#1 AWG AL G, � rf ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST 2"C 2"C L SCALE:NOT TO SCALE VERSION ON FILE WITH AMERICAN TOWER. SEE NOTE 5FOR FUTURE TENANT REV. DESCRIPTION BY DATE UN-TERMINATE EXISTING DEMAND LOAD CALCULATION GENERATOR LOADS 2.5 KW 0� FOR CONSTRUCTION AM 05110122 AT TENANT SERVICETENANT PANEL DEMAND LOADS 25.0 KW MAIN, PULL BACK INTOKIN Q _ COMMUNICATIONS CABLE TOTAL DEMAND ( ) 27. W 20LOADS 5 K 02) IN 1"C(SEE DETAIL 4lE-601) 0 PROPOSED JUNCTION TOTAL DEMAND CURRENT(A) 114.5 A — BOX AND SPLICE AS I 200A,2P,240V SPECIFIED. AUTOMATIC (4)#12 AWG CU THWN AT 120/240V,1 PH,3W Q TRANSFER SWITCH (1)#12 AWG CU G TENANT WIRED AS A IN 3/4"C PANEL NON-SEPARATELY ATC SITE NUMBER: DERIVED SYSTEM ATS COMMON,OR 373337 (TYP) LOAD,TERMINALS 40/2 CT NOTES: ONE 3-#8 AWG CU, 22%1 T1 T2 1. CTS FURNISHED BY GENERATOR ATC SITE NAME: 1-#6 AWG CU, 20/1 ATC PANEL MANUFACTURER WITH LEAD WIRE ORIENT POINT 1. CONNECT CTPER HTS OWNERS MANUAL-SECTION 3.11.2 INSTRUMENT PACKAGE 314"C 2 240V,60A,3-WIRE,1-PH, ATS OPTION,200:1 AMP RATIO. 2. SPLICE WITH"POLARIS"TAPS OR APPROVED EQUAL,SECURELY WRAPPED WITH 20/1 40A M.C.B,8 SP,SCKT, TB 2. WIRING SHOWN FOR SINGLE PHASE -LINE NOTES: COMMERCIAL GRADE NYLON ELECTRICAL TAPE AFTER INSTALLATION IS NEMA 3R LOAD CENTER. TENANT LOAD ON PHASES A-B. COMPLETE. ALL BRANCH CIRCUIT PH A(WHT) ADJUST ACCORDINGLY FOR 3. UTILIZE EXISTING ENCLOSURES FOR SPLICING(PER NEC 312.8)OR INSTALL NEW ATC PANEL BREAKERS SHALL BE INDIVIDUAL SITES THAT ARE JUNCTION BOX AS APPLICABLE PER SITE CONDITIONS AND CODES.SIZE JUNCTION GFCI RATED. PHA(BLK) SITE ADDRESS: BALANCING THREE PHASE SERVICES. BOX AS PER NEC 314.28 TO PROPOSED PH B(WHT) 3. 1-PHASE: MOUNT ONE CT WITH 23300 MAIN ROAD 4. IF TAPPING AT TENANT EQUIPMENT,NO TAPS MAY BE MADE WITHIN THEIR MONITORING UNIT PH B(BLK) t:lc WHITE DOT FACING AWAY FROM,AND ORIENT,NY 11957 EXISTING EQUIPMENT,INCLUDING PPC. (WHEN APPLICABLE, 5. TAP GENERATOR PANEL CIRCUIT TO LUGS ON T-TERMINALS(LOAD SIDE)WITH SEE 5/E601) O TOWARDS,THE ATS TERMINAL SEAL: OTHER CT WITH WHITE DOT FACING AUXILIARY TAP SCREW.TERMINATE CONDUCTOR ON EACH LUG WITH INSULATED CONNECTIONS RING TERMINAL PROPERLY SIZED. 0 4. 3-PHASE: MOUNT ALL CT'S WITH 6. EMERGENCY POWER OFF PUSHBUTTOM IN WEATHERPROOF ENCLOSURE FOR Jh WHITE DOTS ALL FACING AWAY FROM REMOTE SHUTDOWN OF GENERATOR ENCLOSURE.FURNISHED BY GENERATOR ELECTRICAL ONE-LINE DIAGRAMTHE ATS TERMINAL CONNECTIONS OFN i MANUFACTURER AND INSTALLED BY CONTRACTOR.CONNECT TO Y TERMINALS SCALE:NOT TO SCALE CT WIRING DIAGRAM �EE!y LOCATED NEAR TB2 VIA 2#18 AWG WIRES IN 112"LFMC. 3 SCALE NOT TO SCALE JSj APyA yp r 10151.9 0 me = GC TO ENSURE DIPSWM ITCH NOTES: U) FACTORY INSTALLED SWI-POS 1 IS SET TO'ON' OFF GN INTERNAL ATS WIRING SW1 v Pos i - 1. INSTALL NETWORK OPERATING CENTER(NOC)MONITORING COMMUNICATION SYSTEM POS 2 (RMC-700)ON MAIN UTILITY H-FRAME.THE RMC-700 IS FURNISHED BY ATC,COMPLETE WITH Authorized by "EOR" FACTORY INSTALLED J2 TB2 1 MOUNTING BRACKETS. Ma 03.499 - GENERATOR TO ATS 2. INSTALL EXTERNAL ANTENNA KIT(FURNISHED BY ATC).ANTENNA MOUNTS TO KENTROX Q � � COMMUNICATION PORTNEMA 3R 6X6X4 I i ENCLOSURE OR MOUNTED TO H-FRAME.FEED CABLE THROUGH RMC-700 ENTRY PORT#3 TERMINAL WITHIN I i FACTORY INSTALLED ATS WEATHERPROOF I i � AND CONNECT TO ANTENNA PORT TXlF2X.HAND TIGHTEN ONLY.LEAVE POWER AND DATA GENERATOR ENCLOSURE. KTBI /� CORM UN CATION PORT CABLES IN RMC-700 UNCONNECTED FOR COMMISSIONING TEAM SCREW COVER1-0JUNCTION BOX2-183 CONNECT TO E-STOP BUTTON 3. BRANCH CIRCUIT WIRING FOR MONITORING DEVICE SHALL BE 2#12 AWG CU,1#12 AWG CU DRAWN BY: CB 3- 2 WIRE ENGINE START I G,IN 3/4"C. 2-#14 AWG CU I -----MOUNTED ON ATS H-FRAME DATE DRAWN: 05/10/22 4-390/485+ ATC JOB NO: 13770374_M4 5-391/485- &77 6-SHLDWIRING CONNECTION 2WIREE-STOP TO NEXT FUTURE ATS ELECTRICAL ONE-LINE 15A/220A 2#18 AWG CU ISA1/220A1 TO GENERATOR PANEL.CONNECT PER KNOCKOUT REMOVED FOR AND WIRING DETAILS X Y MANUFACTURER'S SPECIFICATIONS. CONDUIT TO FUTURE ATS &_aRg POSED MONITORING (DO NOT CONNECT PROPOSED AT GENERATOR) SCALE:NOT TO SCALE SHEET NUMBER: REVISION: COMMUNICATIONS CABLE DETAIL E-601 0 4 SCALE:NOT TO SCALE i `a n y, C GE:NERAC• I INDUSTRLAi. GEtVERAC' I INDUSTRIAL J — r•�® 920vvr=s7 P�7 dT F7 0 REMOTE EMERGENCY STOP SWITCH REMOTE EMERGENCY STOP SWITCH ti SURFACE MOUNT, H-PANEL SURFACE MOUNT, H-PANEL _ t}E EL FMILTE FOSiL9G 3C3It� U EAS-cIs)5fflEi. .� 50.0 5.0 ami��..turJx, _'�i�.�' I:CfiR_C-OR tvult..�coffIX.- N idd-76 00] 6.08 I`10 211] 502ra iba/ana FN 2 FIN 2 4 tHdf mcm EMERGENCY o a }=E,f320E5 O 6 g -,SEJ�E o D GENERATOR STOP R,� •4'Q o. . 00 1�F]f22GA, O r�Y _ EACf�Y CdEi®t831-t3,�.rF.'F.37CiG t� PLIlPD.^""vt87'Cd'1 IP 14.17E Cv"iD'td1T rf`^PUL �nNOTES: THEME e UMC-d TG R R-MEME91 117.46 it TO rd K631 l�� 101.6 1}Th`ssktP�dcLRr�iOi�E-STCPHAAN�SISSsflllNd t�tY1�FFt1➢tEEs� 14.001 pa rr L`lr'W ilUflE i{VEBiEEXnTJG5fFrARA—]c S141TCH F�ci°grz�ps CO.T-JECTCfl a'E➢ENGINE KARREFs C0?94EGT0FL H-FA?&F31ATE RF'1 °-+f7P fJTL9EGTICTi r"Cwl Is LOCAa.,i.0 BEtHIm TtIE N SV•aiE �1L;z-'l.,!gam p E-WGF HAPIE:IG Hl?da'LG•G6VEH 2)SEEV11IINGOR„GHEt10CMACYIAM[E)EFEGFICTO E1,IERCE ICY Y x PUSH BUTTON lRBT FOR 110TIISLATICii O1 FtrM r�_s CENERATDR STOP O O 3)FACrk AY RiRiB'fAM%Off OFF FMELAI T I EIIGPIEttkT ESS THrTM-m LiVYOB h i5A/T1:J. j ,=tifF�4— �TU�tER i�?l`-IE,iY;H IGY.ilr i�'RAP 5L7t� ;a��; isAi,•2�ca- �s �,sril�cx�_1 ti�SSIE35 AS fi2E-OE➢. �}TIE H-,F!rEL VilL!AT FEC-3017-v TYr7 MI 10 E ` O O El L9',9 YCU.:E CWT4tcl L ESTOP%VASAGUATM.EUi h-0!STOPU,UTFRMI PLASH El-ITT13%� � Cota�:a�HNXfE T52 iJ'IN6I0 Cid WER Eiv�d Ri1FED •�AT:,ETFt7F2P-V CLwED 14.01 V0.0 6i.9 11-181 I2-44] •01ANUFACTLRER:PMA ELECTRICAL PRODUCTS,INC. DMENSIMS:mm[MHES] •PADDELSG1220 2 I54f776A —174— * 74•GENERAC PART NUMBER 081129E s •SURFACE LUG NT,BA NEMA 7C L�=�' g ° - •PIDNh17ALL1C B?CKBDX ]�/a2!� R,S3 R]S51 225' SIM SIAM clFL::SxK_'r .� O � IRE,hvrcl —Im 25 R,� '001 Rs -AlA2W-Da Y x _ a Q isA�zroa. 3 1:R9�`171A'. O O I 1 6s:Polrozrv:�m nc. P.t7.➢ox8 1 :Y^uiaha.'h95318; P:�th-GLdO 5�13ir1 4 x}75 C1 P.O Pl aerSq:ant Irn:.Al ro--'rte.err l Al! 2M snge=!to�: S Aftc t cotev_ Rav A 105,115 SUPPLEMENTAL E-STOP SWITCH SHEET NUMBER: REVISION: R-601 0 a `n 'J 0080 4.51 I :la GENERAC'I INDUSTRIALSD080 � 4.51 I �� h��J GENERAL' I IPOWER NDUSTRIALF�ovv� i INDUSTRIAL DIESEL GENERATOR SET INDUSTRIAL DIESEL GENERATOR SET EPA Certified Sttionary Emergency J EPA C=_rMed S-bane&-y Eaaaerganey n CIDAENSfOHS AND WEIGHn r OPEN SET o STANDBY POWER.RATING P � i I _ t C' — I' FLTI11ME {=AAL FA kW;100 kV 60 Hz 'I k ! I3)LAS CAPAclTy Lx'.VaH�g rj AfCx{krs-t rS3 a"rs 4' QF°F NGTA149 - 93[G-922}x4(10,E�x.9[t244S) 2A25(IWj PRIME POWER RATING ' I!; 13 79{293) 93 e�22ixtrl IOt z62 1574.!' 2'1,17 721J1? 72 kIA(,90 kVA,60 Ff? 311 1-19[715.) 33t2:fi22)x03(101Mx74(l9?3.fi) 30(1,144} 4E 3CP](1135.6) 93jK--322)14(101[)x36(2134.4) Sti7(t5a��} Ir. -: f' ❑ 56 393(,325) 110(.A]:)x4(1016j:35R1&t1} iA I 8: 510[14305) 117)2471.3)x!7[+1938)186t21&t.4) ,119{1{,714) i •�� �iw 1= •j j �) [ 93 559[2{74.6) 1281�j13)xf9(12d46)1B5(2184.41 M I IQZR F STANDARD ENCLOSURE I f 1• p a ) _ I a FUN711ME l ARLf V 1{1144) ala te+roY OFF - Y x-01 Via, a)j Lx'NrHs[rnj Sue AiWr. i �° FOLRB •Eurf;mfit 4CAu:i-g2c:-lcat?iwgn;ar li NOTrL�1K - 712[�`�'-3.8)xd1[1441.a)S55[1a22.4) --- IrEPA C-mS_j Frhe tadrtp.xr_ne,,z<its112 m be 1).S.a:im 7mrtv-iez. trap med-r ihurzfs.:pummez on y - 12 79[20 172 12£e4.;;)x Al(041.4)x 69(1752.61 L Ze 733;715:.) 11212A443,x41fiat 1.4}x01f2,25?-4) •Cer¢in cr�ns dreu;lcmeaflan rn:l is ta'd a�tis:�-'ixn 41:1,1 48 SMI1115.6) 12f2E .8)x=1(10414),91ME2-2) 425(193) t 5(7]1 :6 3:x](125) Ir2128-3)x1,I(I0s1.4):93(2352.2) E•01L71_8 AND STANDARDS POWERING 0_i?eAD __._ -_.--- 31 510;M,1) t177-713)x47r,193.8)191(2252.2) °t— �� aaemxe 93 ;?d'3';LM.5} 123fi�13)x=9t1i44.u�:93(2352.7+ 119119x,14 products ere designed to the 14110vrin9 standards: For over 51)years,Generachas led the industry,with innovative design and SUP 0rinr manufacturing. .� ! ''M ----- t��_� L EVI:Z 1 ACOUSTIC ENCLOSURE UL2200,UL508, ULi 42,UL498 Q, 5AR_E :1�Its 11';3-Sx1am-CrW Ceneracen:,urassuperior quality bydesigning and F.ICI x0,11-I ` cn-ear+ Lta'<a;nrrl -- - -I I rALas G (L) s tg Atun zrc � manufacturingMost ofits generator components,including Noru1K ,�7t fpx:+(10:,.a)xxs"(,-�1i CEJ N-PA70.99,110.37 alternators,enclosures and base tanks.control systems and - ;�' ' KFM _ t5 79f24?1 7,,�133Iyx.11 f10,IX,x£9(IKZS) communication s Soffiv are- 5A 1u],716,e) +'s74)x01(2C?.sj s n \- N=0700.701,702,70846 'srj111]5.6) 13]ia3]21x4,(10,1.4)x93t'202) 4oc�eCe1 2a (12)) ](,;2) a Generacsgansetsutuizeawidevarietyotoptions30;37Ttx:lna:,.a}xl� 2i . conEiguratioasand arrangements,allowing us to me4t the I e1 5igji3)3.5,1 :3.9(SK0,,x1-7[Ir?3.9)x93Rz a.zj standbypowatneedsofpracticallyeveryapplication. i ji 1809001,8522,20467631 _ 93 5.0gY).6) Q0;3334x0f12Gt5jx9312SU.2,a Pluses#2b,4 11 ', i i H Generacsearchedglaballytoensurethemostreliable c-r ---�- rJ-- LEVEL 2ACOUSTICENCL©SURE eng[nespowerour generators.'Nechooss only engines that Q' r ;Y;lbs 14) RxIDrasnly Eul 1611E NENIA10S10.MG-1,250;10,15,ql have already been proven in heavy-duty industrial application FDLRS cti=nETTi LaNxHnrrrl GL'(L) 'aa Ahm ar under adverse conditions. - - L bV NOTAAK - 1t2;22443)x4t(I]41:t)x67{1752.6} AAWkNSI1152. 1 a rcca;aza�rr ?lM.UUr�.trrois-1MAL051M 13 :9023?} 112(4.se.gjxel(Ik7.a)x92(21122.5) Generaciscomrnitted to ensuring ourcusromers'servic.. 3p 1?J(715.dt 1t2(e`7,;d.g)xsl(p7-l.a)x97[ ei.b) support continuesaftertheir generator purchase. ae S1,31:135.6) 112123z1.gx41;1U11,A)x116{2,192.4; 92a(2e4) 3rk5(Ia3l 59 3YJt132Z) t12(2d!d�xs1;1941tjx1C642n92.ai 61 51.](1a2 5) 177 R.N.1.01x47(1151.51x1[5i'z92.4y 33 439 X3.5) t2b f3231?i xa9t12aa.vixlCo[2592Aj 'AII r.-astttan�ata 3u-%�,c�,a<e a7C�r.a:,a6or pupd:a>stp.Saurd a3:.�ca7ca,-ad n,:C>s• . _,:a;r�is¢;,�_�ilrLLy'3%-:tp,a��tt is adxd'�'tip 3 Cpas Sscadr,5t f�;,a!ar=�1,131�ig'T a :c9�..Gamr}�:ms;va;�a�aoi�aces.vin�asi:ns:nsxic't.ta-:re rrt:e:.-es�att�.:�:e�n�:��zFaNk;•,�Ivx:r:J:'�cvrae�edia:tl:=o-ai-ra~:r.:. , 1 6_raaa:PuwarSy riz.lrc- I P.0-B 8 11Vus1?rta,h9;.'147 Parma r:Kmw R{262[5=4-4811 ED 2417 Gene=Paruuer 5ya&ms.Ica-All rightares-7ad All pemo3timn.ue eel yettD cferga walcutnaicz Pse.F 312t1-17 SUPPLEMENTAL GENERATOR SHEET NUMBER: REVISION: R-602 0 w ll 4 ti 3179H 111 R�r p v�+[ raLLV�I D-1 2262 [89.1]TYP UN1 TANK FITTING FUNCTION 1721.5[67.78]TYP 1 318"NPT COUPLING 1181[46.5]TYP 0 17.5 [0.691 HOLES FUEL SUPPLY 20 PLACES 2 318"NPT COUPLING FUEL RETURN 640.5 [25.22]TYP TOP&BOTTDM 3 4"NPT WELD FLANGE (-SEE NOTE 1) 2 .1 EMERGENCY VENT �*— 100 js.91 TYP 4 -—_ FUEL VENT 5 2"NPT WELD FLANGE FUEL FILL 6 4"NPT WELD FLANGE 228.5 EMERGENCY1.ENT(INNER) 7 2"NPT WELD FLANGE [9.00] VENT B STUB-UP $ 3I4'NPT COUPLING DRAIN 940 1 9 22 MM HOLE LEAK DETECTOR [37.0] 906384.0[5412] 841 CAPACITY SHOWN:LITER[GALLONS] S B__UP [33.1] WEIGHT SHOWN:KILOGRAMS[POUNDS] 251 STUB-UP LENGTH SHOWN:MM[INCH] 19-91 UL#142 LISTED TYP 228.5 ULC-S601 LISTED ! 19-001 NOTES: STUB-UP I.MOUNTING BOLTS OR STUDS TO MOUNT BASETANK 789.5 [37.08]TYP 4 5 6 TO CONCRETE SHALL BE 518-11 STANDARD SAE TORQUE SPECS)RADE 5. (USE 126.8 939.5 [36.99]TYP 49.5 [4-99] 7 i 360.4 [1.95] TYP 1439.4 [56.67] [14.19] Typ ® LOW VOLTAGE STUB—UP 17 1639.4 [64.55] STUB-UP [0-71 ® HIGH VOLTAGE STUB-UP a l 9 (31J DIM I a s 'Ae . 585 s 41.5 lo t c� [1-6=41 [2.30] 117.5 1895 [74.6] .$ [4-6:3] �- t43.5 2360 [92 9] 143-5 A 470.0 [18.51] TANK PIN OJ18430ST03 0J18440ST03 0JI8450ST03 940 [37.0] A DIM W 330[13] 635[25] 940 3 TOTAL TANK CAPACITY 31S[84] 734 [1941 1154[305] 0 FIL.-=crE�,��--�a�,r roc,_NGIRIEER USABLE TANK CAPACITY sc rfL_._cr,rtpti01.=1C.4TiON TO 299[T9] 716[189] 1134[300] TrIFILE rra vED TO saLr❑ roD�a;iLr_ DRY WEIGHT(EST) 237 522 INSTALL B-GROUP BASETANKS [ ] 344[758] 445[982] �1 ^ `1 1�������a�^ ^ D ¢htP..t_i`t'Ir SY.^.cIL•QAx3:tE rG1'C[]rtr IIJ L"a'rtM: I1L.111` VV1 191_]1 t51RR'4ftD ltl{pStThi21V4D KJri IST.OC LcR-P tl ,ac�:�.-rx'�ru�av-.cn��:r:1.crAc ISSUE QATE: BZCr1l14 V 1 YVf ILl1\yLl SIZE CAGE NO DbVG NO �.TRCA,�'YAP=R,.� B Nl.A OJ4211 REVD 3 SGLLE 0.075 V-7-KG KG 24D_95� SHEET 1 of 1 1 SUPPLEMENTAL TANK SHEET NUMBER: REVISION: R-603 0 -• -^� E... A_00 IV= IIV MM IN SIZE (IN) QTY 80/ 10'JkW 791 209 366 807 508 20 2800 110. 2 3" 80 kW 1371 348 482 1062 813 32 2800 110. 2 3"/4" E? AC kW 1698 448 560 1234 813 32 3400 133. 9 4„ I EACH 2 I EO i FH J® O I 1 LENGTH 0 0 A I DB C REMOVABLE ° ° E%0 ° 0 p END CHANNEL ° p ° PI0 I I I I N I DETAIL A z r� SCALE 0. 30 Lu 3 9 7. 5 TANK FITTINGS [ 15. 657 A. 'A' NPT EMERGENCY VENT FITTING PER NFPA 30 O STUB UP WITH VENT CAPS Q AREA i - z B. 2" NPT FUEL FILL FITTING WITH LOCKABLE CAP z W 8 2" RISER W O it C. 2" NPT ADDITIONAL FITTING FOR OPTIONAL ACCESSORY ❑ / ' ¢ D 21NNORMALSTEEL VENT FITTIINGPWIITHPLUG) MUSHROOM VENT N CAP AND 5" RISER \ E. 2" NPT FITTING FOR REMOVABLE ENGINE SUPPLY DIP TUBE ( 3/8" NPT FEMALE WITH CHECK VALVE) F. 2" NPT FITTING FOR REMOVABLE FUEL RETURN DIP TUBE ( 3/8" NPT FEMALE ) ) H. 2" NPT FUEL LEVEL SENDING UNIT 1 �i oc O J. 2" NPT ADDITIONAL FITTING FOR OPTIONAL ACCESSORY ( INSTALL STEEL 2" NPT PIPE PLUG) 0 oFJ ° M. 1 /2" NPT BASIN DRAIN 0 0 0 ° ( INSTALL STEEL 1 /2" NPT PIPE PLUG ) ° p ° ° N. 1 /2" NPT FOR FUEL IN BASIN SWITCH 1293. 4 [50. 92] ,-' ° o ( INSTALL STEEL .1 /2" NPT PIPE PLUG ) — 4X 25. 4 * FITTING DESIGNATIONS TO CHANGE WITHOUT [ I . 00J SECONDARY TANK NOTIFICATION EMERGENCY PRESSURE SEE DETAIL A RELIEF VENT A EEO r Lu m o I o 377. 0 C [ 14.84] I 1649. 0 76. 2 [64. 927 [3. 007 38. 2 1043. 6 141 . 091 [ 1 . 50] STANDARD TANK REV DATE ON COMPOSITE DWGS. SEE PART NO. FOR REVISION LEVEL gY UNLESS OTHERWISE SPECIFIED 9 zo-1z NEW DRAWING [CTz34541 II DINENSIONSARE IN MILLIMETERS KOHLER CCS METRIC PRO-E A 5-23-13 (D-8) 348 GAL TANK: VENT SIZE 3"/4" (1 EACH) KMP 21 TOL FRANCES ARE' X Nx t 0 25 POWER SYSTEMS. KOHLER, WI 53044 U.S.A. 80 MODEL 4S7, 4.S9, 4V9 WAS 3" (2) ECT477901 x % t i 5 SDREACE FINISH THIS DRAWING IN DESIGN AND DETAIL IS KOHLER CO. PKD ANGLES t 0' 30' PROPERTY AND MUST NOT BE USED EXCEPT IN 100 MODEL 4S9, 4.SII, 4V'II MAX, CONNECTION WITH KOHLER CO. WORK. ALL RIGHTS OF RECONNECTABLE DESIGN OR INVENTION ARE RESERVED, IMPROVE MOTOR STARTING (IMS) RECONNECTABLE III,F<T�OME ® -� "ITEE 600V & 1 PHASE ALTERNATORSAPPROVALS DATE DIMENSION PRINT 4045HF285 JOHN DEERE °""'" KMP 12 , T9-20-PER III CMEEM1ED °•EE o.15 °•°10. Jg2 9-20-12 D° •°°°°°E° AJD 9-z0-12 ADV-8519 D GENERAC' INDUSTRIAL S0080 4.5L 80 loll POWER INDUSTRIAL DIESEL GENERATOR SET EPA Certified Stationary Emergency STANDBY POWER RATING 80 kW, 100 kVA, 60 Hz PRIME POWER RATING* . •: - - o 72 kW, 90 kVA, 60 Hz .El -41 r- - ° - o - - 0F. - o o Q *Built in the USA using domestic and foreign parts *EPA Certified Prime ratings are not available in the U.S.or its Territories. Image used for illustration purposes only **Certain options or customization may not hold certification valid. CODES AND STANDARDS POWERING AHEAD Generac products are designed to the following standards: For over 50 years,Generac has led the industry with innovative design and superior manufacturing. ui us UL2200, UL508, UL142, UL498 Generac ensures superior quality by designing and manufacturing most of its generator components,including Nra NFPA70, 99, 110, 37 alternators,enclosures and base tanks,control systems and communications software. nec a NEC700, 701, 702, 708 f Generac's gensets utilize a wide variety of options, configurations and arrangements,allowing usto meet the IS09001, 8528, 3046, 7637, standby power needs of practically every application. Pluses #2b, 4 Generac searched globally to ensure the most reliable enginespower our generators.We choose only enginesthat NEMA ICS10, MG1, 250, ICS6,A131 have already been proven in heavy-duty industrial application under adverse conditions. AAWIANSI 062.41 Generac is committed to ensuring our customers'service �Tl1ICd°Nefi°w!Sla°dards fuN1Ne support continues after their generator purchase. I 1 SDO80 4.5L 80 kW GENERAL' I I®DWUSETRRIAL INDUSTRIAL DIESEL GENERATOR SET EPA Certified Stationary Emergency STANDARD FEATURES ENGINE SYSTEM ALTERNATOR SYSTEM ENCLOSURE (IF SELECTED) General • UL2200 GENprotect m Rust-proof fasteners with nylon washers to • Oil Drain Extension • 12 leads(3-phase,non 600 V) protect finish P • Air Cleaner • Class H insulation material High performance sound-absorbing material • Fan Guard • Vented rotor Gasketed doors • Stainless Steel flexible exhaust connection • 2/3 pitch Stamped air-intake louvers • Critical Exhaust Silencer(enclosed only) • Skewed stator • Air discharge hoods for radiator-upward pointing • Factory Filled Oil • Auxiliary voltage regulator power winding • Stainless steel lift off door hinges • Radiator Duct Adapter(open set only) • Amortisseur winding • Stainless steel lockable handles Fuel System • Brushless Excitation • Rhino Coat''-Textured polyester powder coat • Sealed Bearings TANKS IF SELECTED • Fuel ryoff fuel filter solenoid • Automated manufacturing(winding,insertion, ( ) • Primary fuel UL 142 lacing,varnishing) Cooling System • Rotor dynamically spin balanced Double wall • Closed Coolant Recovery System • Full load capacity alternator Vents • UWOzone resistant hoses • Protective thermal switch Sloped top • Factory-Installed Radiator Sloped bottom • Radiator Drain Extension GENERATOR SET Factory pressure tested(2 psi) • 50/50 Ethylene glycol antifreeze • Internal Genset Vibration Isolation Rupture basin alarm • 120 VAC Coolant Heater • Separation of circuits-high/low voltage Fuel level Engine Electrical System • Separation of circuits-multiple breakers Check valve in supply and return lines • Battery charging alternator • Silencer Heat Shield Rhino Coat Textured polyester powder coat • Stainless hardware • Battery cables • Wrapped Exhaust Piping • Battery tray • Silencer housed in discharge hood(enclosed only) • Solenoid activated starter motor • Standard Factory Testing • Rubber-booted engine electrical • 2 Year Limited Warranty(Standby rated Units) connections • 1 Year Limited Warranty(Prime rated Units) • Silencer mounted in the discharge hood(enclosed only) CONTROL SYSTEM • Power Factor • Single point ground • kW Hours,Total&Last Run • 15 channel data logging • Real/Reactive/Apparent Power • 0.2 msec high speed data logging • All Phase AC Voltage • Alarm information automatically comes up • All Phase Currents on the display • Oil Pressure • Coolant Temperature Alarms • Coolant Level • oil Pressure(Pre-programmable Low ®®® • Engine Speed Pressure Shutdown) • Battery Voltage • Coolant Temperature(Pre-programmed • Frequency High Temp Shutdown) • Date/Time Fault History(Event Log) • Coolant Level(Pre-programmed Low Level Control Panel • Isochronous Governor Control Shutdown) • Waterproof/sealed Connectors • Low Fuel Pressure Alarm • Digital H Control Panel Dual 4x20 Display ° Audible Alarms and Shutdowns • Engine Speed(Pre-programmed Over • Programmable Crank Limiter • Not in Auto(Flashing Light) speed Shutdown) • 7-Day Programmable Exerciser • Auto/Off/Manual Switch • Battery Voltage Warning • Special Applications Programmable PLC • E-Stop(Red Mushroom-Type) • Alarms&warnings time and date stamped • RS-232/485 • NFPA110 Level I and II(Programmable) • Alarms&warnings for transient and steady • All-Phase Sensing DVR • Customizable Alarms,Warnings,and state conditions • Full System Status Events • Snap shots of key operation parameters • Utility Monitoring • Modbus protocol during alarms&warnings • Low Fuel Pressure Indication • Predictive Maintenance algorithm • Alarms and warnings spelled out(no alarm • 2-Wire Start Compatible • Sealed Boards codes) • Power Output(kW) • Password parameter adjustment protection SDO80 4.5L 80 kW GENERAC' I POWr=r=RRIAL INDUSTRIAL DIESEL GENERATOR SET EPA Certified Stationary Emergency CONFIGURABLE OPTIONS ENGINE SYSTEM CIRCUIT BREAKER OPTIONS TANKS (Size on last page) General 0 Main Line Circuit Breaker 0 Electrical Fuel Level O Oil Heater 0 2nd Main Line Circuit Breaker O Mechanical Fuel Level 0 Industrial Exhaust Silencer 0 Shunt Trip and Auxiliary Contact O 8"FII Extension 0 Electronic Trip Breaker O 13"Fill Extension O 19"Fill Extension Fuel System GENERATOR SET 0 Flexible fuel lines 0 Gen-Link Communications Software CONTROL SYSTEM 0 Primary fuel filter (English Only) O 21-Light Remote Annunciator Engine Electrical System 0 IBC Seismic Certification 0 Remote Relay Panel(8 or 16) O 8 Position Load Center 0 Oil Temperature Sender with Indication 0 10A UL battery charger O 2 Year Extended Warranty Alarm 0 2.5A UL battery charger O 5 Year Warranty 0 Remote E-Stop(Break Glass-Type, 0 Battery Warmer 0 5 Year Extended Warranty Surface Mount) 0 Remote E-Stop(Red Mushroom-Type, ENCLOSURE Surface Mount) ALTERNATOR SYSTEM 0 Weather Protected O Remote E-Stop(Red Mushroom-Type, O Alternator Upsizing 0 Level 1 Sound Attenuation Flush Mount) 0 Anti-Condensation Heater 0 Remote Communication-Modem O Tropical coating O Level 2 Sound Attenuation 0 Remote Communication-Ethernet 0 Permanent Magnet Excitation O Steel Enclosure 0 10A Run Relay 0 Aluminum Enclosure 0 Ground Fault Indication and Protection 0 150 MPH Wind Kit Functions O 12 VDC Enclosure Lighting Kit O 120 VAC Enclosure Lighting Kit ENGINEERED OPTIONS 0 AC/DC Enclosure Lighting Kit 0 Door Alarm Switch ENGINE SYSTEM GENERATOR SET TANKS 0 Coolant heater ball valves 0 Special Testing O Overfill Protection Valve 0 Block Heaters O UL2085 Tank O Fluid containment pans O ULC S-601 Tank O Stainless Steel Tank ALTERNATOR SYSTEM ENCLOSURE O Special Fuel Tanks(MIDEQ and 0 3rd Breaker Systems 0 Motorized Dampers FL DEP/DERM,etc.) 0 Vent Extensions 0 Door switched for intrusion alert CONTROL SYSTEM 0 Enclosure ambient heaters O Spare inputs(x4)/outputs(x4)-H Panel Only O Battery Disconnect Switch RATING DEFINITIONS Standby-Applicable for a varying emergency load for the duration of a utility power outage with no overload capability. Prime-Applicable for supplying power to a varying load in lieu of utility for an unlimited amount of running time.A 10%overload capacity is available for 1 out of every 12 hours.The Prime Power option is only available on International applications.Power ratings in accordance with ISO 8528-1,Second Edition SDO80 4.5L 80 kW GENERAC$ I N 3US�T�RIAL INDUSTRIAL DIESEL GENERATOR SET EPA Certified Stationary Emergency APPLICATION AND ENGINEERING DATA ENGINE SPECIFICATIONS General Cooling System Make Iveco/FPT Cooling System Type Closed E EPA Emissions Compliance Stationary Emergency Water Pump Belt Driven Centrifugal EPA Emissions Reference See Emissions Data Sheet Fan Type Pusher y{ Cylinder# 4 Fan Speed(rpm) 2538 Type In-Line Fan Diameter mm(in) 660.4(26) ` Displacement-L(cu In) 4.5(274.6) Coolant Heater Wattage 1500 Bore-mm(in) 105(4.1) Coolant Heater Standard Voltage 120 V/240 V Stroke-mm(in) 132(5.2) Compression Ratio 17.5:1 Intake Air Method Turbocharged/Aftercooled Fuel System Cylinder Head Type 2 Valve Fuel Type Ultra Low Sulfur Diesel Fuel Piston Type Aluminium Fuel Specifications ASTM Crankshaft Type Forged Steel Fuel Filtering(microns) 5 Fuel Injection Stanadyne Engine Governing Fuel Pump Type Engine Driven Gear Governor Electronic Isochronous Injector Type Mechanical Frequency Regulation(Steady State) +/-0.25% Fuel Supply Line mm(in) 12.7(0.5)NPT Fuel Return Line mm(in) 12.7(0.5)NPT Lubrication System Oil Pump Type Gear Oil Filter Type Full Flow Engine Electrical System Crankcase Capacity-L(qts) 13.6(14.4) System Voltage 12 VDC Battery Charging Alternator 20 A Battery Size See Battery Index 0161970SBY Battery Voltage 12 VDC Ground Polarity Negative ALTERNATOR SPECIFICATIONS Standard Model 390 Standard Excitation Synchronous Brushless Poles 4 Bearings One-Pre Lubed&Sealed Field Type Revolving Coupling Direct,Flexible Disc Insulation Class-Rotor H Load Capacity-Standby 100% Insulation Class-Stator H Prototype Short Circuit Test Yes Total Harmonic Distortion <3% Voltage Regulator Type Digital Telephone Interference Factor(TIF) <50 Number of Sensed Phases 3 Regulation Accuracy(Steady State) ±0.25% I ,• s SD080 4.5L 00 kW GENERAL° I OWr=TRRIAL INDUSTRIAL DIESEL GENERATOR SET EPA Certified Stationary Emergency OPERATING DATA POWER RATINGS Standby Single-Phase 120/240 VAC @1.Opf 80 kW Amps: 333 Three-Phase 120/208 VAC @0.8pf 80 kW Amps: 278 Three-Phase 120/240 VAC @0.8pf 80 kW Amps: 241 Three-Phase 277/480 VAC @0.8pf 80 kW Amps: 120 ? Three-Phase 346/600 VAC @0.8pf 80 kW Amps: 96 STARTING CAPABILITIES(sKVA) sKVA vs.Voltage Dip 480 VAC 208/240 VAC Alterna or kW 10% 15% 20% 25% 30% 35% 10% 15% 20% 25% 30% 35% Standard 80 59 88 117 147 176 205 44 66 88 110 132 154 Upsizel 100 79 118 157 197 236 275 59 89 118 148 177 206 Upsizel 130 116 174 232 290 348 406 87 131 174 218 261 305 FUEL CONSUMPTION RATES* Diesel-gal/hr(1/hr) Fuel Pump Lift-ft(m) Percent Load Standby 3(l) 25% 2.1 (7.9) 50% 3.7(14.0) Total Fuel Pump Flow(Combustion+Return) 75% 5.2(19.7) 13.6 gal/hr 100% 6.3(23.8) *Fuel supply installation must accommodate fuel consumption rates at 100%load. COOLING Standby Coolant Flow per Minute gal/min(1/min) 32.7(123.8) Coolant System Capacity gal(L) 4.5(17.44) Heat Rejection to Coolant BTU/hr 232,270 Inlet Air cfm(m3/hr) 6360(180) Max.Operating Radiator Air Temp Fe(CO) 122(50) Max.Ambient Temperature(before Berate) Fe(CO) 104(40) Maximum Radiator Backpressure in H2O 0.5 COMBUSTION AIR REQUIREMENTS Standby Flow at Rated Power cfm(m3/min) 306(8.67) i ENGINE EXHAUST Standby Standby Rated Engine Speed rpm 1800 Exhaust Flow(Rated Output) cfm(m3/min) 782(22.14) Horsepower at Rated kW** hp 131 Max.Backpressure(Post Silencer) inHg(Kpa) 1.5(5.1) Piston Speed ft/min(m/min) 1559(475) Exhaust Temp(Rated Output) OF(°C) 887(475) BMEP psi 210 Exhaust Outlet Size(Open Set) mm(in) 76.2(3.0) **Referto"Emissions Data Sheet"for maximum W for EPA and SCADMD permitting purposes. Deration—Operational characteristics consider maximum ambient conditions.Derate factors may apply under atypical site conditions. Please consult a Generac Power Systems Industrial Dealer for additional details.All performance ratings in accordance with IS03046,BS5514,IS08528 and DIN6271 standards. S SpOQ� 14.5 $® kW GENERAL' I INDUSTRIAL �7 r�ld0.�ER INDUSTRIAL DIESEL GENERATOR SET EPA Certified Stationary Emergency DIMENSIONS AND WEIGHTS* OPEN SET USABLE .y (I RUN TIME CAPACITY L x W x H in(mm) WT lbs(kg)-Tank&Open Set HOURS H GAL(L) NO TANK - 93(2362.2)x 40(1016)x 49(1244.6) 2425(1100) 13 79(299) 93(2362.2)x 40(1016)x 62(1574.8) 2947(1201) k L 30 189(715.4) 93(2362.2)x 40(1016)x 74(1879.6) 3183(1444) L W i 48 300(1135.6) 93(2362.2)x 40(1016)x 86(2184.4) 3407(1545) I 56 350(1325) 110(2794)x 40(1016)x 86(2184.4) NA 81 510(1930.5) 117(2971.8)x 47(1193.8)x 86(2184.4) 3790(1719) 93 589(2229.6) 128(3251.2)x 49(1244.6)x 86(2184.4) 4269(1936) 6' STANDARD ENCLOSURE � O H RUN TIME USABLE WT lbs(kg)-Enclosure Only HOURS CAPACITY L x W x H in(mm) --- -� GAL(L) Steel Aluminum i NO TANK - 112(2844.8)x 41(1041.4)x 56(1422.4) 13 79(299) 112(2844.8)x 41 (1041.4)x 69(1752.6) L W 30 189(715.4) 112(2844.8)x 41(1041.4)x 81(2057.4) 48 300(1135.6) 112(2844.8)x 41(1041.4)x 93(2362.2) 425(193) 155(70) 56 350(1325) 112(2844.8)x 41(1041.4)x 93(2362.2) 81 510(1930.5) 117(2971.8)x 47(1193.8)x 93(2362.2) BIN 015 Jas��i 93 589(2229.6) 128(3251.2)x 49(1244.6)x 93(2362.2) es °aaaelm e'.s'aIUM. H LEVEL 1 ACOUSTIC ENCLOSURE RUN TIME USABLE WT lbs(kg)-Enclosure Only CAPACITY L x W x H in(mm) HOURS -- i GAL(L) Steel Aluminum ^I NO TANK 130(3302)x 41(1041.4)x 56(1422.4) -- - ---- - L W 13 79(299) 130(3302)x 41(1041.4)x 69(1752.6) 30 189(715.4) 130(3302)x 41(1041.4)x 81(2057.4) 48 300(1135.6) 130(3302)x 41(1041.4)x 93(2362.2) 450(204) 285(129) 56 350(1325) 130(3302)x 41(1041.4)x 93(2362.2) ` 81 510(1930.5) 130(3302)x 47(1193.8)x 93(2362.2) £ 93 589(2229.6) 130(3302)x 49(1244.6)x 93(2362.2) H ME, b LEVEL 2 ACOUSTIC ENCLOSURE USABLE WT Itis(kg)-Enclosure Only RHOU SUN E CAPACITY L x W x H in(mm) GAL(L) Steel Aluminum L I- W NO TANK - 112(2844.8)x 41(1041.4) x 69(1752.6) YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALER 13 79(299) 112(2844.8)x 41(1041.4) x 82(2082.8) 30 189(715.4) 112(2844.8)x 41(1041.4) x 94(2387.6) 48 300(1135.6) 112(2844.8)x 41(1041.4) x 106(2692.4) ' 625(284) 395(180) 56 350(1325) 112(2844.8)x 41(1041.4) x 106(2692.4) 81 510(1930.5) 117(2971.8)x 47(1193.8)x 106(2692.4) 93 589(2229.6) 128(3251.2)x 49(1244.6)x 106(2692.4) 'All measurements are approximate and for estimation purposes only.Sound dBA can be found on the sound data sheet.Enclosure Only weight is added to Tank&Open Set weight to determine total weight. Specification characteristics may change without notice. Dimensions and weights are for preliminary purposes only. Please consult a Generac Power Systems Industrial Dealer for detailed installation drawings. Generac Power Systems,Inc. I P.O.Box 8 1 Waukesha,WI 53187 Part No OK5092 P:(262)544-4811 ©2017 Generac Power Systems,Inc.All rights reserved.All specifications are subject to change without notice. Rev.F 01/26/17