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HomeMy WebLinkAbout20210941 84 Weibel Diesel Generator Application **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** jFOROFFICE USEl t-.E` ..1 S. r CITY OF SARATOGA SPRINGS (Application#) , 1_ r4 r DESIGN REVIEW COMMISSION 7C-. `4}, CITY HALL-474 BROADWAY (Date received) 'S° .` SARATOGA SPRINGS, NEW YORK 12866-2296 '"'�oRpoPpT o �g�` TEL: 518-587-3550 X2533 www.saratoga-springs.org (Project Title) APPLICATION FOR: ARCHITECTURAL/HISTORIC REVIEW Staff Review APPLICANT(S)* OWNER(S) (if not applicant) ATTORNEY/AGENT Name American Tower Congregation of Shaara Tfille Jacqueline Fuller do American To6 Address 10 Presidential Way 84 Weibel Ave 6095 Marshalee Drive, Suite 300 Woburn, Massachusetts 01801 Saratoga Springs, New York 12a Elkridge, Maryland 21075 Phone 877-518-6937 / / 410-712-7092/ ext 1063 Email jfuller@nbclic.com Identify primary contact person: 0 Applicant 0 Owner 0 Attorney/Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant's interest in premises: 0 Owner 0 Lessee 0 Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 84 Weibel Avenue, Saratoga Springs, NY 411589-153 000-0001 022-000 0000 Tax Parcel #: - - (for example: /6552—4—37) Date Acquired by Owner: Current Zoning District: Saratoga Springs Property use: 0 Residential 0 Non-residential/mixed-use Type of Review: 0 Architectural 0 Historic 0 Extension/modification (of current approval) Summary description of proposed action: Install an 80KW diesel generator on a concrete pad within a communications tower compound for a tower tenant. Has a previous application been filed with the DRC for this property? 0 No 0 Yes—date(s)? -App. No.(s)? Revised 01/2021 **A "complete" application consists of 1 hard copy(original) , and I electronic copy of application &ALL other materials as required below: New Construction/Additions ❑ Color photographs showing site/exterior details of existing structures and adjacent properties O Site plan,drawn to scale,showing existing&proposed construction, property lines&dimensions, required &proposed setbacks&lot coverage,site features(fences,walks,trees,etc.);on no larger than 2'x3'sheet—smaller preferred if legible O Elevation drawings showing design of all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture &lamp type,wattage),etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible ❑ Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible O Product literature,specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color (in non-residential districts only) ❑ Color photographs showing site/exterior details of existing structures and that illustrate affected features ❑ Elevation drawings showing all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture&lamp type,wattage),etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks:UR-I &INST-1-1TR=30';UR-4=25';UR-2,UR-3&NCUD-I=10') - Installation, removal or change in material of drive-and walkways - Installation or removal of architectural, sculptural or vegetative screening over 3' in height - Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2' diameter) For any of above: ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing&proposed construction: include property lines&dimensions, required &proposed setbacks&lot coverage,site features(fences,walks,trees,etc.) street names,compass bearing&scale; no larger than 2'x3'sheet—smaller preferred if legible ❑ Product literature,specifications and samples of proposed materials and colors Signage/Awnings ❑ Color photographs showing site/exterior details of existing structures,and adjacent properties ❑ Plan showing location of proposed sign/awning structure on building/premises: no larger than 11"x17" ❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile): include all dimensions of structure;type, dimensions and style of lettering or logo;description of colors, materials, mounting method and hardware ❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage, mounting method,and location ❑ Product literature,specifications and samples of proposed materials and colors Demolition ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing and any proposed structures-include dimensions,setbacks,street names,compass bearing,and scale ❑ Written description of reasons for demolition and, in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved ❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places,or for a "contributing"structure in a National Register district(contact City staff), provide plans for site development following demolition - include a timetable and letter of credit for project completion Telecommunication facilities O Color photographs showing site/existing structures, and of adjacent properties O Site plan showing existing and proposed structures: include dimensions,setbacks,street names,compass bearing,and scale O Scaled illustration of proposed structures: include all dimensions;colors, materials, lighting, mounting details O Consult Article 240-12.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2021 Request for extension of current approval ❑ Identify date of original DRC approval: Current expiration date: Org.App. No. ❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form ❑ Applicants proposing the following must complete"Part I" of the SEQR Short Environmental Assessment Form (available here: http://www.dec.ny.gov/docs/perm its_ej_operations_pdf/seaf partone.pdf): - Construction or expansion of a multi-family residential structure (4 units +) - Construction or expansion (exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure -Telecommunications facility, radio antennae, satellite dishes - Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? O No 0 Yes- If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Date:September 10,2021 (applicant signature) September 10,2021 Date: (applicant signature) If applicant is not the currently the owner of the property, the current owner must also sign. Owner Signature: Date: Owner Signature: Date: Revised 01/2021 Nry 0G � CITY OF SARATOGA SPRINGS DESIGN REVIEW COMMISSION `, City Hall 474 Broadway Saratoga Springs, New York 12866 ryc°"PORATEt) Tel:518-587-3550 x2533 www.saratoga-springs.org INSTRUCTIONS ARCHITECTURAL/HISTORIC REVIEW APPLICATION I. ELIGIBILITY:An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2. COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will only consider properly completed applications that contain 1 original and 1 digital version of the application and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3. ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District • any exterior changes that require a building permit • Installation or exterior change to a structure requiring a • any change in exterior building materials building or demolition permit • a new, or change to an existing, sign or sign structure • any material change to exterior of a structure including: • demolition of a structure - addition or removal of exterior architectural features - installation, removal or material changes to exterior building elements such as roof, siding, windows, doors, Within a non-residential zoning district: • a change in exterior building color porches, etc. • installation of an awning - enclosure or screening or buildings openings such as windows, doors, porches, etc. - installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. • Within a front yard setback: - installation, removal or material changes to drive- or walkways - installation or removal of architectural, sculptural or vegetative screening that exceeds 3' in height - installation of accessory utility structures or radio/satellite transmission/reception devices over 2' in diameter • a change in exterior building color within a non- residential zoning district • a new, or change to an existing, sign or awning • installation of telecommunications facilities Note—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. Revised 01/2021 4. DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: • Height— consistent with historic form and context of site and surrounding properties • Scale— relationship of structure and its architectural elements to human size, form, perception • Proportion — relationship among building elements including front facade, windows, and doors • Rhythm— pattern resulting from repeating building elements such as door/window openings, columns, arches, and other facade elements • Directional Expression — compatibility with horizontal &vertical expression of surrounding structures • Massing & Open Space— relationship of structure to open space between it and adjoining buildings • Setback—compatibility with surrounding structures • Compatibility of the following with surrounding structures/properties: - Major building elements (storefronts, doors, windows, roof) - Building materials - Color— (in non-residential zoning districts only) 5. DECISIONS: The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of the filing date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6. AGENDA DATE: Check City's website (www.saratoga-springs.org) for meeting dates. Applications are placed on an agenda on first-come, first-served basis as determined by the completeness of the application. 7. APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City's Zoning Ordinance available in City Hall and on the City's web site at http://www.saratoga-springs.org/544/Zoning-Ordinance. Revised 01/2021 2021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee Application to Zoning Board of Appeals[1][2] TOTAL #VARIANCE Use Variance $1100+$50/app Area Variance-Residential $275/var+$50/app+$125 eachadd'I variance Area Variance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200 eachadd'I variance Interpretations $550+$50/app Post-Work Application Fee Add 50%App fee+$50/app Variance extensions 50%ofApp fee+$50/app Application to Design Review Commission[1] TOTAL #STRUCTURE Demolition I $385 Residential Structures Principal $55 Accessory $55 Extension $35 Modification $55 Multi-Family,Comm,Mixed-Use Structures Sketch $165 Principal $550 Extension $200 Modification $330 Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings Principal $140 Extension $75 Modification $140 Post-Work Application Fee Add 50%App fee Application to Planning Board[1] TOTAL #STRUCTURE Special Use Permit[2] $990+$50/app Special UsePermit-extension $330 Special UsePermit-modification[2] $450+$50/app Site Plan Review-incl.PUD: Sketch Plan $330 Residential $330+$200/unit Residential-extension $200 Residential-modification $400 Non-residential $660+$130/1000 sf Non-Residential-extension $300 Non-Residential-modification $650 Subdivision-incl.PUD: TOTAL #LOTS Sketch Plan I $330 Preliminary Approval[2] Residential:1-5 lots $660+$50/app Residential:6-10 lots $990+$50/app Residential:11-20 lots $1320+$50/app Residential:21+lots $1650+50/app Residential-extension $330 Final Approval[2] Residential $1320+$175/lot+$50/app Non-Residential $2000/lot+$50/app Final Approval Modification[2] Residential $330+$50/app Non-Residential $550+$50/app Final Approval Extension Residential $135 Non-Residential $330 Other: TOTAL #LOT/ACRE Post-Work Application Fee Add 50%App fee Lot Line Adjustment $350 Letter of Credit-modification or extension $440 Letter of Credit-collection up to 1%ofLoC Recreation Fee $2000/lotorunit Land Disturbance $660+$55/acre SEQRA EIS Review(Draft&Final) TBD Legal Noticing if PB requires Public Hearing $50/app [1] Fees are based on per structure,except where noted. 0 TOTAL DUE [2] Legal ad required;includes City processing and publishing For Administrative Use Total Paid at Intake Revised Fee Balance Due / / Balance Paid Staff approval A : Wood Knolls Ag LoUDEN RO © AMERICAN TOWER' _• A.T.ENGINEERING SERVICE,PLLC di i Birch Ores Floal 3500 vxcz Ste WAT sates B So A - PHONE:oa t9)ttzenttz Sp9 Saratoga MeadewA,oak AMERICAN TOWER® U Bear Swamp u Eddy Carnes Regatta View ATC SITE NAME: SARATOGA SPRINGS NY B'TE`°�'T'°" The Springs VERSION ON r��wI.x,us�I�N.ow� .xa a,En SITE NUMBER: 283534 Cedar DESCRIPTION BY DATE Bluffs SITE ADDRESS: 84 WEIBEL AVENUE A, FOR CONSTRUCTION PL 08/100 so SARATOGA SPRINGS, o VICINITY MAP NY 12866 LOCATION MAP o ATC SHARED GENERATOR PROGRAM 283534 ANCHOR TENANT ATC SITE NAME SARATOGA SPRINGS NY COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX SITE ADDRESS SHEET ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE.DRESS THE PROPOSED PROJECT INSTALLS AN OPTION,STANDBY No DESCRIPTION REV DATE BY 84 WEIBEL AVENUE IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE GENERATOR SYSTEM,AUTOMATIC TRANSFER SWITCH, SARATOGA SPRINGS,NY 12866 FOLLOWING CODES AS ADOPTED BY THE LOC, 84 WEIBEL AVENUE GENERATOR.XILIARY POWER DISTRIBUTION,AND REMOTE CONFORMING SARATOGA SPRINGS,NY COUNTY SARATOGA 6 MONITORINGCOMMUNICATION TOWER TENANT ORA NOTHINGGOVERNMENT AUTHORITIES INTHESE coo, TILE SHEEP U ]e�,orz, PL SEAL TOBECONSHESE TRUED TOPERMIT WORK NOT O G-002GENERAL NOTES B.,Brz, \-,OFNEWYO ,. zDCn wreRNAnoNAL BUILDING CODE(IBC) GEOGRAPHICLATITUDE 43 09608174 cooaDINAEEs. cm, SITE PLAN o 3Bnorz, PL ,,:,,,,P-4"..IFNtiB.per E P.DETAILS 0 D8/10,1 PL z zon NATION,ELECTRIC CODE(NEC) LONGITUDE-73 74172498 GROUND ELEVATION 3DZ AMSL EeD, ELECTRICAL ONE-LINE AND WRING DETAILS D 38/10,1 PL * W 99� 3 LOCAL BUILDING CODE << `; n'r:_ 4. CITY/COUNTY ORDINANCES PROJECT NOTES R601 SUPPLEMENTAL I1 tl cr. 4i PARCEL NUMBER s3 DDD DDD,mz DDD DDDD z A TECHNICIAN WILL NSIT THE SITE.PROXIMATELY ONCE �JURISDICTION CITY OF SARATOGA SPRINGS s- ...1-7.- 00887 DRAINAGEA MONTH FOR ROUTINE INSPECTION AND MAINTENANCE 3 THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER L'ir S 4 PROJECT TEAM n BLE WATER OR TRASH . .0- OF DISPOSAL IS REQUIRED ATC REGIONAL NETWORK De,ELOPMENT PROJECT MANAGER. ° BEPLANS QUALIFIES As °�IA BUDD ENTITLED TO _� � MODIFICATION OF AN EXISTING aRELESST LER T Mobile WIRELESS TOWER REHAE EEE . E ATC NETWORK OPERATIONS CENTER A UTILITY COMPANIES . REPLACEMENT OFT TRANSMISSION ONEQ AND/OR UTILITY (877)518-6937 cIFR4,so00(B)(7). POWER COMPANY.NATIONAL GRID TOWER OWNER PHONE(631)755-6200PROJECT LOCATION DIRECTIONS AMERICAN TOWER DATE DRAWN 08/10,1 T PHONE (°,aj aRisIzo" ATC JOB NO. 13660960_M4 FROM,BANY,NY-TAKE I-787N TAKE EXIT 9W TO MERGE PROPERTY OWNER ONTO NY-7 W TOWARD 1-87/SCHENECTADY/SARATOGA 811THE CONGREGATION OF SHARRA RATO64 GASPBELAAVE,2866FILLETAKE w RFA EXIT RN TOWARD TAKE aGRFFOR NY-50 TITLE SHEET ENGINEERED BY. D NMY-39 TRUCK E.SLIGHT RIGHT ONTO N �j ONTO (PASS BY DENNY'S ON THE RIGHT).TURN RIGHT ONTO Know what's below. 3500ATC TOWER SERNCES REGENCY SUITE 100 THE LEFTAFTR02MILSBEHINDCONEIBEL AVE GREION GATIONLBEON SHEET NUMBER RECISION. Call before you dig. CARY,NCn3,e EER EFIL ESY SYNAGOGUE CONGREGATION G-001 0 REPRESENTATI.S,EITHER TO THE EXISTING WORK,OR TO HIS WORK OR THE WORK OF ANY DRAWINGS APP. GENERAL CONSTRUCTION coOTESIK SHALL CONFORM TO ALL THATC coNsraucnoN APPLICABLE SPECIFIcnnolvs.STATE,AND LOCAL DOES, OTHER CONTRACTOR,SHALL BE REPAIRED AT His EXPENSE TO THE OWNERS SATISFACTION. COVER AND THE LIKE1 ALL .APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL,B.SPACING, INCLU NG MPLY 72 2. 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES eMECHANICS SKILLED IN THE TRADE INVOLVED THE QUALITY OF WORKMANSHIP SHALL BE 1e. FOR DETAwIvc RBNFoacED colvcRETE STRucTUREDETAILING OF REINFORCING STEEL SHALL CONFORM s��ncII MANUAL OF STANDARD PRACTICE12 I\ SUBJECT TO THE.PROVAL OF THE ATC CM ANY WORK FOUND BY THE ATC CM TO BE OF /5 PRIOR TO START OF CONSTRUCTION. INFERIOR QUALITY ANWOR WORKMANSHIP SHALL BE CED ANWOR REWOR.12 AT CONTRACTOR 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 29 IN ORDER TO ESTABLISH STAND..OF QUALITY AND PERFORMANCE,...ES OF 3500 REGENCY PARKWAY 4 ALL DIMENSIONS TO,OF,AND ON EXISTING BUILDINGS,DRAINAGE STRUCTURES,AND SITE MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES ANWOR MANUFACTURER'S 21 LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE 1 SUITE 100 IMPROVEMENTS SHALL BE ED IN FIELD By CONTRACTOR WITH ALL DISCREPANCIES CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED CONTRACT DOCUMENTS,CONFORMANCE WITH ACI 318,AND ACCEPTANCE OF THE ENGINEER 5. DO NREPORTED OT CHANOTHE ENGINEER DRAWINGS SHONANG LOCATION OF DETAILS OF THE PROPOSED GESIZEOR SPACING OF STRUCTURAL ELEMENTS. BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS.CONSTRUCTION JOINTS SHALL PHONE:Tp�P 11n�JJ� 6. OTHERWISE NOTE.TYPICAL,SHAH.DETAILS PPPLVTOSIMILARCONDITIONS UNLESS . SPLICES OF W.,AT ALL SPLICED EDGES,SHALL BE SUCH THAT THE O.RLAP MEASURED THESE DRAWINGS AMR.ORE ACCOMPON`RNO SE, CONCRETE AND REINFORCING STEEL NOTES: BETHENOUTERl OSTCROS WIRES E,NFEACH THAN"H FABRIC ET IS NOT LESS THAN THE SPACING — CROSS 7 THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY 2M222N5LV.622=4262O79122Nron.=:(1626 k: WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 1 DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEmENTs sHALL coNFoRm To THE LATEST 23 BAR SUPPORTS SHALL BE ALL-GALVINIZED METAL WITH PLASTIC TIPS 2Kirs4r6r61r2721r,6=sR2V-rt=2=171-rr 8 EDITIONS OF ALL APPLICABLE CODES INCLUDING ACI 301"SPECIFICATIONS FOR STRUCTURAL THESE DOCUMENTS SKS,PERM ORE PROPER,Of 8 CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR E eY ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT BY 2.2=e7=226nL7/7821r7r22-6MMT F6T6ExceT66666LL STABILITY.E INSTALLED THESE ELEMENTS ARE AS FOLLOWS LATERAL BRACING,ANCHOR CONSTRUCTION AND MATERIALS",AND ACI 318"BUILDING CODE REQUIREMENTS FOR CONSTRUCTION TRAFFIC OR CONCRETE TIE IMRE SHALL BE OF SUFFICIENT STRENGTH FOR BOLTS,ETC REINFORCED CONCRETE" r2062v672°9=25=6rrev22r2r(426F9ZOs9s 452 9. CONTRACTOR ONTR CTORS ALL DETERMINE EXACT LOCATION WORK FEXISTING UTILITIES,GROUNDS DRAINS, 2. MIX DESIGN SHALL BE APPROVED BY ATC CM PRIOR TO PLACING CONCRETE INTENDED PURPOSE BUT NOT LESS THAN NO.,e GAUGE GRAVEL SLAB 25 SLAB ON GROUND �SION ON������R �I CAN SOWER ��rA�� DRAIN TS, COM ING A COMPACT SUBGRADE AND ENSURE THERE IS PLACED" 1°. L. IN AND AVE A MINIMUM 2e DAY COMPRESSIVE STRENE SHALL BE NORMAL WEIGHT,6%AIR GTH�O1PMITH LEwMTHERNA OF B. PRONDE VAPOR BARRIER BENEATH SLAB ON GROUND. REV DESCRIPTION BY DATE MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ATC CM PRIOR TO REMEDIAL OR THE ATC I ACTION OPROCEESUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL By NOTED. SHALL OF..Ps UNLESS oTHERVMSE STRUCTURAL STEEL NOTES: FOR CONSTRUCTION Amm RIOR 4 THE FOLLONANG MATERIALS „ EACH CONTRACTOR SHALL COOPERATE M, 1 STRUCTURAL STEEL SHALL THTHEATCCANDCDDRDINATEHI3wDRK"NTH PORTLAND CEMENT ASTM C150,TYPE 2 WIRE FOR THE DESIGN,FABRICATION D ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ATEST EDITION OF THE AISC SPECIFICATION THE WORK OF OTHERS AN 0 REINFORCEMENT BARS ASTM A615,MATCH EXTOR SHALL ISTING PRE-CONSTRUCTION R ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT UCTION CONDITIONS TO THE SATISFACTION OF THE ATC TO WEIGHT AGGREGATE WATER AASTM C33 STM ceaACOYMDERN,DEFORMED 0. STRUCTURAL ASTM DESIGNATIONSELLED SHAPES,PLATES AND BARS SHALL CONFORMTOTHEFOLLOWING A ATC SITE NUMBER 13 ALL 100N RT UIHENTT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION PEA A ASTM A-5H,GRADE 5D ALL W SHAPES,UNLESS NOTED OR A992 OTHERWISE 283534 USING ASI -SUPERPLASTICIZER ASTM C494,TYPE F OR TYPE G B ASTM A-36 ALL OTHER ROLLED SHAPES,PLATES AND BARS UNLESS NOTED OTHERWISEAME O SITE N 14 WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN S PLANN SEH,CONTR SHALL NOTIFY THE ATC CONSTRUCTION MANAGER IMMEDIATELY 5 MINIMUM CONCRETE COOERFOR REINFORCING STEEL SHALL BENOLESS THAN 3 C ASTM A500,GRADE B HSS SECTION(SQUARE,RECTANGULAR,AND ROUND) SARATOGA SPRINGS NY 15 CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED"NTH A COMPLETE AND 6 A 3..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 "NTH ACI 301 SECTION 4 2 4,UNLESS NOTED OTHERWISE SITE ADDRESS . 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 84 WEIBEL AVENUE DAY / INSTALLATION OF CONCRETE EXPANSIONNVEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE THE ANCHOR BOLT,DOWEL,OR R.SHALL CONFORM J ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER SARATOGA SPRINGS,NY 12866 STEEL HARDWARE 18 CONTRACTOR SHALL ISC WITH A PDF TO MINIMIZE IMPACT ANDDRUPONOFOTHEROCCAS-BUILT PANTFTHE HEFAILITY DRAWINGSUPON HOLES IN OREBAR RETE ALL BE CUT WITHOUT PRIOR ATC CM APPROVAL WHEN DRILLING GALVANIZED PER ASTMA153ORB695 NDANCHORBOLTSSHALLBE OFNE{y COMPLETION OF WORK 0 METHOD,OFACIORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN UIREDSHALL BEREPAIRED WITHFIELD DRILLED HOLES AND GROUND SURFACES E(HBRUSHIEE `7�P�...,OF pH1Lfp yOP 10 Q� eq INSTALLED BY THE CONTRACTOR CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED AND e. CO NOT WELD OR TACK WELD REINFORCING STEEL MANUFACTURER'S REcoMMENDnnolve. * 4.6'..S. - , - 9` 20 10 STEEL ELECTRICAL CONDUITS,PIPE SLEEVES, 3 DETAILED ON STRUCTURAL DRAWINGS.DO NOT DRILL HOLES THROUGH AL STEEL MEMBERS EXCEPT As SHOWN AND < 'Ii i, MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY ATC ALL REQUIRED PERMITS ITEMS AND FORME DETAILS SHALL BE IN PLACE BEFORE r 1 ' t NOT OBTAINED BY ATC MUST BE OBTAINED,AND PAID FOR BY THE CONTRACTOR START OF CONCRETE PLACEMENT. 6. CONNECTIONS. $_ .T*'r�� 21 CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN COLD A ALL WELDING TO BE \00867 22 AOFBRIOATIONND ONTRACTOR N3LL 3BMIT LSHOPDRA NGSAOAHCFORR D3PPROVALPRIOR 12 DO NOT PLACECONCRETEEINWATER,IIC ORNONFROZENGROUND�OIRED B ACCORDANCE WITH THE TESTEDITION OFTHE AWS LDINGCODE D11 ED IN c^aJrF_ S ,i's" ALL WELDS SHALL BE INSPECTED VISUALLY 25%OF WELDS SHALL BE NSPECTED"NTH 13 W REINFORCEMENT,CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE MEET THE ACCEPTANCE CRITERIA OF AWS A � / 23 ALL ACCORDING AS CURING A.SETTING PERIOD,OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT DI 1 REPAIR ALL WEL.AS NECESSARY LOCATED 14 HER(AOI3024 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN THE TO APPLICABLE ACI CODES 6)AND HOT-WEATHEND o(ATIAM)CONCRETE PLACEMENT,CONFORM o INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,METHODS, CHLORIDE,CALCIUM,SALTS,ETC ALLNOTBEUSEDNS PROTECT EITHER FRESH CONCRETE FROASE,MATERIALS M CONTAINING D STECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WEATHER FOR 7 DAYS,MINIMUM REQUIRED BY LOCAL GOVERNING.THORITY AND IF REQUIRED SHALL HAVE FIRE SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DENCES SUCH AS WELDING G PRIOR TO FIELD WELDING GALVANIZING T . .Mobile WORK UNDER THE CONTRACT DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY 15 ALL CONCRETE SHALL HA.A"SMOOTH FORM FINISH” 25 CONTRACTOR SHALL NOTIFY ATC CM A MINIMUM OF 48 HOURS IN.VANCE OF POURING E ALL ELECTRODES TO BE LOW HYDROGEN,MATCHING FILLER METAL,PER AWS DI 1, LNAWN. PL CONCRETE OR BAC.ILLING ANY UNDERGROUND UTILITIES,FOUNDATIONS OR SEALING ANY 16 UNLESS OTHERWISE NOTED UNLESS NOTED OTHERWISE WALL,FLOOR OR ROOF PENETRATIONS FOR ENGINEERING RENEW AND APPROVAL DATE DRAWN 0.10,1 A ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A61599 26 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL 6151499-996,GRADE 60 F MINIMUM WELD SIZE TO BED 1875 INCH FILLET WELDS,UNLESS NOTED OTHERWISE ATC JOB NO 13660960AM APPLIC.LE OSHA STANDAR.AND RECOMMENDATIONS A.SHALL PROVIDE ALL NECESSARY B WELDED WIRE F.RIC SHALL CONFORM TO ASTM A185 CONTRACTOR SHALL GRIND OFF AND DFIRE RPREVENTION,TEMPORARYSHORING,SCAFFOLDING,TRENCH BOXEASLOPING, 1,. INSPECTION IS COMPLETE,REPAIR ALL GROUND AND WELD.SURFACES WITH ZRC GENERAL NOTES REOoODCINGSTEELSHALL"NTH ACI 318 SPLICED TO DEVELOP ITS FULL TENSILE CAPACIIDRAWINGS OR AS ACCEPTED BY THE ENGINEER UNLESS OTHERWISE SHOWN TY( CLASSA)IN REooMMECOLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER LIZINGCOMPOUNDPERASTMA780ANDMANUFACTURERS 27 THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE,ALL EXISTING FACILITIES A.SUCH ANS 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 ,e SHEET NUMBERREVISION 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 A , S SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE N GINEER AT THE TIME OF THIS DESIGN THE CONTRACTOR SHALL NSIT THE SITE ,2'' P�ERTOCONSPE OFwORTIONAND VFOR THISRIFFY ALL ECT ISTING CONDITIONS RELATED TO 2 ICE BRIDGE CABLE LADDER COAX PORT AND CO.CABLE ARE SHOWN FOR AMERICAN TOWER° _ REFERENCE ONLY CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL A.T.ENGINEERING SERVICE,PLLC PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN BEFORE UTILIZING EXISTING CABLE SUPPORTS COAX PORTS INSTALLING NEW THE COMPONENTS MEET THE ATC SPECIFICATIONS 100 1 PORTS OR ANY OTHER EQUIPMENT CONTRACTOR LLVERIFYALLASPECTS of PROPOSED o�ESE"GEN ilk 3500 REGENCY C2518 PARKWAY OR BACKUP POWER PHONE:�VIE)lea 0112 C. (GREE SITE PLAN NOTE 4. co a CONSTRUCTION MANAGER AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS CONDUCTORS BREAKERS DISCONNECTS OR ANY OTHER ''' USE FILL AS NEEDED) _ EQUIPMENT REQUIRED FOR ELECTRICAL SERNCE ALL ELECTRICAL WORK SHALL neLTdievAETZVrsv-r=cc47=TAHREEIR-T:E.D BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND '' qlr NATIONAL CODES,ORDINANCES AND REGULATIONS APPLICABLE To THIS PROJECT. a. REQUIREMENTS ARE MET ---_-- F APPucnBLECODES AND MANUFACTURER SPECIFICABOVE GROUND CONDUITS NEED TO BE ATIONS PER NECLaa,NEc ■ ,I s' /. U 352 AND PER ATC CONSTRUCTION SPECIFICATIONS. :0EnN0eNZ2ZR(NrSVV=2-711LZOSNS AND I CEN.PAD 6. E INSTALLED AT TENANT SERVICE MAIN a® PROPOSED UNDERGROUND I ISI EXISTING T-MOBILE PANEL. VEFSIONONfIIEWITX AMERICAN TowEv. TMEu>EST DISCONNECT PER NEC 7020 ��I V POWER AND COMMUNICATIONS CONDUITSmVVQo4 „ „ R Is 1 SOURCES OF SUPPLY STANDBY GENERATOR LOCATED ONE LINE DIAGRAM EORO 2"Rx2 FOR CONSTRUCTION 08/1001 B OUTDOORS ESTOP I ..I---, A A iI Li OTERNDINGJARNING URCEICONNECK HAZARD CONNEISTS CTION IN GHISEQUPMENTIR DECONDDCTDR EQUIPMENT ELECTRODE REMOVED WHILE bi iMONITORING III RODENT CONTROL AROUND GENERATOR ENVELOPE EXISTING TSEOOAE liti. U - II CE 1 INSTALL ALL PRONDED SEALS PLUGS MAIN DISCONNECT Alk °_ CSITENUMBE TANK ENVELOPE SEAL ALL REMAINING NGST(EXCE GENERATOR 1 R PORE K°aaR 283534R DIMNSION. FOAM SEALANT.NO OPENING SHALL BE LARGER THAN 1/4 INCH ANY RN. I (SEE SITE PLAN NOTE 4) ATC SITE NAME BOXES2 SEAL ALL CONDUITS INCLUDING CONDUITS ENTERING ATTACHMENTS WITH RODENT FOAM SEALANT GENERATOR EQUIPMENT ETTPROPOSED I SARATOGA SPRINGS NY NEMA3R JUNCTION BOX SIZED PER NEC3 SEAL ALL CONDUIT ACCESS OPENINGS THROUGH CONCRETE PAD WITH 314 TO SPLICE FEEDER FROM PROPOSED CONCRETE oEXINGTNANTPE (PROPOSED TPREFERABLY 84 WEIBEL AVENUE EXISTING GRADE LEXELTYPICAL ALL PERIMETER SIDES ABO,PSBR r ALTERNATE HANDHOLEINGROMOUNTED ON BACK OF U°Di E 11 RTOGASPRINGSNY,�� IT AHD,LD A110 SEAL (ZEL OF NE{y ro LEGEND h�'4v`PIP B'P'f ATS AUTOMATIC TRANSFER SWITCH BOLLARD CSC CELL SITE CABINET MONOPINE r `�,r... i D DISCONNECT E ELECTRICAL CII. 100987 i. VAULTF FIBER A.GEN GENERATOR ME -47'1 t." HH V HAND HOLE IB ICE BRIDGE LC LIGHTING METER CONTROL T • •Mobile, PB PULL BOX PP POWER POLE T TELCO TRN TRANSFORMER o—e- WOOD FENCE DATE DRAWN 08/10,1 ATC JOB NO 13660960_M4 O DETAILED SITE PLAN SITE PLAN APPROXIMATE TRENCH DISTANCES N 11 it POWER CONDUIT TRENCH SCALE 1"I0(11XaD oSHEET NUMBER " C-101 0 FINISHED „, GRADE PROPOSED PAD e.1 ,,,0 m _ ......-..,_ ,.40..„...„..,....2,...,.....:..,.....,......_.;; -.'. „. AMERICAN TOWER'A _ \_- A.T.ENGINEERING SERVICE,PLLC 00 REGENCY STUB UP ua@��-�Ta° Fr--- . —. .W ,_.f.e.f AREA COMPACTEXISTING ED FILL srQiv o"acR EL 35'"EOTm9)468-0112 NC ewr ®®®®®® I PAD NOTES. (SEE NOTE�Avs 1177 CHAMFER ...... v oeOANICSSHALLBSUBGRADE AND LSHALL CONSIST oeaEANSOIL.DELETRIOUSMATERALAND _ sPEaFICATION31EDDDAccessRonDANDEARTHwoRK RucTIONLEESE DOCUMENTS SEA,PERM SEE PROPER,Of ��_ 2 MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2 PERIMETER USING AMECHANICAL PLATE TAMPER MIN 3 PASSES SEE ATC ua�n imilioWill.1111111111111 ' EQUIPMENT ANCHORAGE NSIONANCHoesoRAPPRoveDEOUALFOR USE GALVANIZED AND HILT EPA O Q VERSION �ATIOR(d� SOWER o EFLI�Z°NS ANN ®®®®®®ii-1 a FONDORDR OFANCHORSANDOTHERREUIREMENTSEEEUIPMENT ��7 GRAVEL PREPARATIONDESCRIPTION BY DATE t 3 SCALE.Nis. UNISTRUT PIPE/CONDUIT REV. FOR CONSTRUCTION 080001 CLAMP OP)FOLLOMANUFACTUREW A } Imo- ..—_ L u RECOR BOLT TORQUE 0 PAD NOTES -B. A co 1 PADS SHALL BE PRE CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCALJURISDICTION ,F, O7,o ES. PPE P FC -THANE2 PADS SHALL HAVE A MIN 28 DAY COMPRESSI,STRENGTH AS SPECIFIED ON G 002 CONCRETE AND REINFORCING STEEL CSITE NUMBER 3 REFER TO CONCRETE 8 ORCED STENOTES ONSHEET ODDOAATC CONSTRUCTION SPECF�TONO3DD - _ UPPOR SECTION AA 283534 CAST IN PLACE PA. .m TRANSFER ATC SITE NA4 STUB UP AREA SHALL BE FILLED WITH QUIKRETE OR APPROVED EQUAL PRIOR TO FINAL SET OF GENERATOR ON PAD ME® s ofU NEwToRONPA,GROUT ALLEXTERIOR OPENINGS ATPAD NTERFACESOTHAT FINISHED MAXIMUM i R NSF RSwTCH OPENING BE 40A MC B 8 SP 8CKf (SEE OTE SARATOGA SPR SPRINGS NY OROUTSHALLBEERAONSTRUCTIONSPECIFICATIONDIVSIONO3,CONCRETE NEMA 3R LOAD CENTER u 1 a REINFORCED PAD LAYOUT EMERGENCY POWER s. Mill uN STRUT OFF SITE ADDRESS DO BE FIELD LOCATED �� . ASRLNVENN �+ x AHF FUTURECRALT BREAKER SARA• rOGPGS ,�� M..4.,v ' . V � -� I �uIr SEAL . :. , 0AA JUNCTION BOX W ,,a,°e ,s°see°va RE Ar ® I I ,_ III ® FRAME NBACK DF ��OFNE y ti„a=g ,vat.„,:. ® O �� °,::gfLB wSPO PHIL/PB P� e°ke RENCH _J I �1111/1i1.411............... * ,e\ S#1”. "'` o �''88.°va9ee a� a _ - BREAKER e.7 6. ,,e e elae`epe fed� DCROWN �� I coNNECTiMEYERS Pu PMENT r' 111,44 LY S, �; �I \v�r�°e°a e ee;eva�e;a D�L COLD __� 1� .-` e� sN azsBT DUNG ,.,,NG Nt ADE \00887 4' `'1''''''7"^” RDDNDGRNDDCQDP =\' iA\! I:=\-----\\w, °y,F s ,.,y/ POWER ” COMMUN CAT ONB CONDUT COND UC LOOP COAC NDUIT(s) t 12 MIN CLEANFOR SAND TE,BEDDING . T�LE _ T • Mobile CONCRETE • 12 0 FRAME ND Q' 1 IF IT IS NECESSARY TO EXTEND THE H FRAME NJ ADDITIONAL POST SHALL BE REQUIRED DATE DRAWN 08/10,1 1 IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL EXCAVATED MATERIAL MAY BE USED FOR BACKFILL IF 2 PROPOSED UNISTRUTS TO BE FIELD CUT AND SH,L NOT EXTEND MORE THAN 6 INCHES BEYOND THE LAST POST NOT PROVIDE CLEAN COMPACTIBLE MATERIAL 3 SPRAY EN.OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT ALLOW TO DRY THEN COVER WITH RUBBER ATC JOB NO 13660960_M4 2 COMPACT IN 8 LIFTS USING A MECHANICAL PLATE TAMPER MIN 3 PASSES REMOVE ANY LARGE ROCKS PRIOR TO PROTECTI,CAPS FOR SAFETY BAC,ILLING CONTRACTOR TO VERIFY LOCATION OF EXISTING U./G UTILITIES PRIOR NDDIOUTOTRE TRENCHINGATC GROUNDED PER MANUFUCTURERSSPECS CONCRETE PAD 3 IF CURRENT AS BUILT DRAWINGS.E NOT AVAILABLE CONTRACTOR SHALL A CONFIRM SPACING AND DEPTH`MTH NEC OR LOCAL CODE REQUIREMENTS LAYOUT FOR FUTURE EQUIPMENT.ANY DETAILS DENATIONS MUST BE (WHERE HDBYATC MIU USSWRITING NONETESTAEXCEPTIONS B SYSTEM PRECAST CONCRETE JURISDICTION)OR CASTPLACE FOR PRECAST FOOTINGS,CONTRACTORS SHALL THOROUGHLY 0 CONDUIT TRENCH DETAILSA N COMPACT THE PERIMETER aE AL MIN) FOOTING WITH MECHANICPLATE TAMPER SHEET NUMBER REVISION. H-FRAMENT C-501 0 MINATE OR 120,4.3 RARE NG TERMIN, RIP VERIFY OR INSTALL AS LLOWS THIS BESmNo 2 BBATTERY LOCK HEATER H.D4RRE0,20VCIRCUIT CRCUTTDR 1 ■UTILITY SERVICE FIELD iiE PA EL CHANICOR A NNECTED INTERNALLY 6; v UTILITHALY CONSTRUCTION IF NOT - O CHANNEL wITH AMERICAN TOWER• - CaOV REPROCES S FORUREI DDE ANO DOUBLE LUG SS G EMERGE 400,MAIN CIRCUIT BREAKER FOR 7.1.1111 A.T.ENGINEERING SERVICE,PLLC eil 4W P HARDWAREGALVANIZE AFTER MCERC RAW TH NC(SEEWNOTES] COOLING 3500 THC n5ENCY 18 PARKWAY RACE ENTRANCE RATED )200/2 MCEENTR NC RATENEMA 31,D BOND PER NEC(MIN..BTC) p °GO LOAD SIDE OF OUNDCCONDUC R P COL.P),,,a°„2 c R R VERT O NEC yyy J BREAKER EE REACH CONDUIT ON C6Bi NT GENERATOR INSTALLATION NOT TO GROUND RINGTo (MIN MU SBTC) C)SETS OF(3)2.KCMIL AL AND(,).AWG AL C IN(2)3 c INSTRUCTIONSINSTALL GENERATOR AND TRANSFER SWITCH RATH ALL SUPPLIED3 250 KCIAIL AL ACCESSORIES PER MANUFACTURER S INSTALLATION 1., 3 c ” ;: AME SPLICE WITH 3 PORT POLARIS TAPS OR A.SPECIFICATIONS THIS INCLUDES BUT IS NOT LIMITED TO IN APPROVED EQUAL SECURE.WRAPPED WITH ACCESSORIES (CA TC.)MELECTRICAL CONNECTIONS, LEESE DOCUMENTS SEA,REMN LEE PROPER,Of 16 X16 X6 JUNCTION BOX COMMERCIAL GRADE NYLON PL TAPE AND GROUNDING CONNECTIONS. �� SPLICE o � COMPLETE :0)reTroex=se76=6rrev=r86=Os.mo AS ALL CONNECT (SEE NOTES 2 AND zc AL c, FOR AL c, AFTER INSTALLATION GENERATOR GROUNDING S2�E.NOT 7,2 SCALE VERSION ON n�wi.xu.�nirw.ow�n. .xEa,En UN-TERMINATE EXISTING SEE NOTE 5 FUTURE TENANTI DEMAND LOAD CALCULATION REV DESCRIPTION BY DATE FOR CONSTRUCTION PL 08/10,1 AT TENANT SERVICE GENERATOR LOA. 2 5./ A, MAIN PTILL BACK INTO PROPOSED JUNCTION 200 IN,MM(SEEAO EOTPIL/ME 60E) USNSPLICE, I 200A 2P 240V TOTAL DEMAND T A)LOADS itosA Q SON AND SPECIFIED. (A)M(IAWG CU THWN AT,2004NUHPH,3W A TRANSFER (,)#,2 AWG CU G 3/A C A pA EL OER St PDA SvsT ATS COMMON OR ATC SITE NUMBER ONE . 3/°U ODS RE 283534 GRADE1 CONNECT CT S ERS UAL SECTION 1 2 MANUFACTURER 441TH LEAD COMMERCIAL TC SITE NAME GN ELECTRICALTAPEAET RINSTALLATION e1 CT S FURNISHED BY GENERATOR �n 2 RiFMRFITNOZPORASTINCGLE.ASE OR SARATOGA SPRINGS NY TENANT LOAD ON PHASES A. COMPLETE ALL BRANCH CIRCUIT 3 UTILIZE EXISTING ENCLOSURES FOR SPLICING(PER NEC 312)OR INSTALL NEW ATC PANEL BREAKERS SHALLBE AA TAN) i i ADJUST ACCORDING.FOR INDIMDUAL SITES THAT ARE JUNCTION BOX AS BLE PER CONDITIONSSITE ANDC ESSIZEJUNCTION GEM RATED BLSSITE ADDRESS BALANCING THREE PHASE SERVICES BOX AS PER NEC 314 28 4 IF TAPPING AT TENANT EQUIPMENT NO S MAY BE MADE WITHIN THEIR TO PROPOSED 0 PH B(WHT) 3 1 PHASE MOUNT ONE CT WITH 84 WEIBEL AVENUE MONITORINGEXISTING EQUIPMENT INCLUDING PPC UNIT PH B(BLIq SARATOGA SPRINGS,NY 12855 '. TAP GENERATOR PANEL CIRCUIT TO LUGS ON T CONDUCTOR ON EACH woAD SIDE)INSULATED (WHEN PPucAeSEE SDLE,) TOWARDS THE eTERMwAL FACINGHITE DOT SEAL CONNECTIONS - EMERGENCY POWER OFF PUSHBUTTOM IN WEATHERPROOF ENCLOSURE FOR LUG WITH REMOTE SHUTDOWN OF GENERATOR ENCLOSURE FURNISHED BY GENERATOR ELECTRICAL ONE-LINE DIAGRAM RING TERMINAL PROPERLY SIZED ° p.\%OF NEW y0 5 LMANUFACTURER AND ocnreONEARTBzvwSTALwlREsw,aLEMc CONNECT TovTERMwALs 0�1 SCALE.77OnRU CT WIRING DIAGRAM THE ATS TERMwALcoNNEcnoms h��� PHILIpByf, * rte. w '9a "- .�. 100867 * ?O.GC TO ENSURE DIPSWITCH `,° l✓y7 FACTORY INSTALLED i-"/ F -,,L T', NOTES eW, Poe,IeSET To ON oe PDS INTERNAL ATS 1 INSTALL NETWORK OPERATING CENTER MOST)MONITORING COMMUNICATION SYSTEM (RMC-7007)ON MAIN UTILITY H-FRAME THE RMC-700 IS FURNISHED BY ATC COMPLETE WITH CO STATIN BRACKETS KIT(FURNISHED BYATC)7ANTENNA MOUNTS TOKENTROH T E Mobile TERMIN,WITHIN NEMA3R 6X6X4 / FACTORY INSTALLED ATS ENCLOSURE OR MOUNTED TO H AME FEED CABLE HROUGH RI.700 ENTRY PORT. GENERATOR ENCLOSURE TB1 WEATHERPROOF EWCOVER TERMINAL COMMUNICATION PORT AND CONNECT TO ANTENNA PORT TX/RX HAND TIGHTEN ONLY LEA,POWER ANO DATA CABLES IN RMC 700 UNCONNECTED FOR COMMISSIONING TEAM SCR B08/10. °AWGCU TART J MOUNTEDCONNECT ON ATSHFRAMETO E STOP RINGFOR MONITORING DEVICE SHALL BE2 2A JOBDATE NO 136 :WIRE E STOP 6.—RARING CONNECTION FUTURE ATS ® CONDUITTO ELECTRICAL ONE-LINE sA,rz20A, ® rocTCCTUR MPANEL ANUFACTURER CONNECT PER PROPOSED MONITORING AND WIRING DETAILS ACURERs SPECIFICATIONS AT GENE. 0 Y Soo NOT CONNECT��sHLO AT GENERATOR) s2ALE.NOTT0SCALE SHEET NUMBER 0 COMMUNICATIONS CABLE DETAIL REVISION. SCALE 05/7 7,2 SC ALE E-601 0 GENERAC I INDUSTRIAL I GENERAC'I INDUSTRIAL I — REMOTE EMERGENCY STOP SWITCH REMOTE EMERGENCY STOP SWITCH SURFACE MOUNT,H-PANEL SURFACE MOUNT,H-PANEL PWIEL o0 COMMIX 4 10ks0ft% 52% EWING aeEloxxExsimx t011.1t011.19.15 a ]6 OM I 160.191—N5 0.191 10321 r 1 8— �3 Tam- nil 1,210 II.'SLOE 1 (® EMERGENCY ®, [ ® ""/ -- 'm"' GENERATOR STOP -- EKTOMMENLIMPOI PM raTNeEO" � � PULL ` PURPOSES ONLY 0.13ENOTE ESTOP PIGT '.... ..,y , 11]48 193.6 NOTES: TO 191'6 TO 1183] 1926! NN1THEH-PANELBNAmE 9P NA6NEc555H N rxa ISTNERe REMOVEmicro MEN II901 9`gE6E1 w aNaA� �LE,oA H f ESTOP p ESS HINGED IN E� 5 LOCATED� �s.1010WPM`,9 P N �R mo=o® TON e PUSHBUTTON e 9E96AN1NN ENTTMER WIPES IWaAA�9N9 3,FACTORY COVSTOMER ER 0m9EHMPALONGo" /_2� ��©jam q /2.fEr,1,:•,°ni/ \I 1 aIiNIEH PFNE-STOP WAS AC,NAR9 BUf WEL NUNN crvlrE lliaiaEMOR PUSH BUTTON }\ ® LOWED 1,4 LOW iCxOWVrvuxmz MEx 1016 RUNNING rtl STOP HIT FROM ®Pusv oN® � N mgN 11.991 -'- 39.9 _61.B pulp o,awrta 11.181 12411 •MANUFACTURER:PILLA ELECTRICAL PRODUCTS,INC. DIMENSIONS.mm9NCHE% 1- .,-. �� •MODEL 00120 �� ,NO/Solo ,sa/voo ` .I •GENERAC PART NUMBER 081129E ns •SURFACE MOUNT,NEMA 4X "/o° •NONMETALLIC BACHBOX l I ' '' 1. 38 141,- 10 - - SWC1 SWC2 RELAY SOCKE 4-'W,/,z°E o:',..':.)'„, .._11,RS „Avow,-�' M.58� 1_®I .,N°A _ I:F1071� v:z^^,- EMI 6arerm P°Wer60 0N0IO PD OVVI WI00 o.W16818r fiz P:1z921s a9nmzb16cx°N, P° ,vrema,l%.0 yW,<zWWe.lw=m1uNUW 4mNmroe B mmeWm%. H iwis;60 SUPPLEMENTAL OE-STOP SWITCH SHEET NUMBER. REVISION. R-601 0