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HomeMy WebLinkAbout47404-Z PROJECT INFORMATION DRAWING INDEX / SITE ADDRESS 165 PECONIC LN DWG# DRAWINGTITLES PECONIC. NY 11958 A01 COVER SHEET ((( SUFFOLK COUNTY GN01 GENERALNOTES ( oaE SITE NAME: SOUTHOLD 5021 AREA PLAN AT&T CO2 COMPOUND PLAN FA NUMBER: 10074795 PROPERTY BOUT CO2A ELEVATION TOWN OF SOUTHOLD CO3 EQUIPMENT PLANS SITE NUMBER: NYNYNY0229 SOUT53095 ROUTE25 POBOX1179 CO3A EQUIPMENT SPECIFICATIONS SOUTHOLD,NY 11971 C04 SITE DETAILS AT&T PACE NUMBER: MRNYJ014844 CDS DETAILS COB GENERATOR SIGNAGE PTN NUMBER: 2191AOGHM E01 GENERAL INFORMATION SECTION 075 E02 GENERATOR SPECIFICATIONS Q SCOPE OF WORK: GENERATOR ADD BLOLOTCK 5 E03 ONE LINE DIAGRAM 14 ZONE R-80 Q JURISDICTION TOWN OF SOUTHOLD AT KEY MAP COORDILATITUDE N40°02'29 OD"(NAD 83) Q LONGITUDE W 7227'30 8T(NAD 83) GROUND ELEVATION ±16'AMSL Q N `•h p" `=°„'i`� 4h .,,,` `„, ''�' y= STRUCTURE HEIGHT ±131'b"AGL(TOP OF LATTICE TOWER) " _ ^I s _. mak".. 's»€': ,-��: mz ., APPLICANT Q _',� - "� .:^"„"e, •^�;•`� _ - ":._",• {`yw`,.°' 1NEW AT&T GULAR WIRELESS PCS,LLC(d/b/a/ATBT) 4 r.• J� . y '�+„�Lw3:. :.9�y.a.xx= ;�`='c•, ° � ~;`; ,: 1ATBT WAY "�, yJ 1 _ BEDMINSTER,NJ 07927 z` [Qspiey's EZominion' , LL r.�y s _ - _ �r "`•`_ - `' �iRC SJ'S4 t2a32,ENGINEERB PER Q3 DUE�NiIDDSEDMMENTs KMDESIGN GROUP,LLC rns sJs �"•,,.E- _ E§ 1800 ROUTE 34,SUITE 209 WALL,NJ 07719 12.1521 RevlseD PER Q CLIENTGOMMENTS �b PROJECT MANAGER STEVE STRIEFFLER(732)2805623 Z -S`„r<,* - �_ ,3.Y�,'z� - ' _ r r f• �I.i'L __ _ _ `j.,” ,3,''t REVISED PER �Z ,�;. .4i is `Xt,- �j O(Cat, 'ek`" ^»q+ _ vu hx,*' 11-17-27 p,, i AT&TCONTACTS-"� '.` - _ `+ f,:*;- d; _ _ "_ al p `1t CONSTRUCTION MANAGER JEFF SIESSEL 732 713-1381 GUENTCDMMENTS oes sJs w .. h%s'`- i•- 'jc,,,€,'�-�',.al 7 `� 'a, x_r ''rz<:_`r.= ``;•I�s`s"•--' .t } c l ) o - , -_ `„ r, ` - UTILITY CONTACT ISSUED FOR GD �c "`" 4 4San Inb rri �� ` SITE LOCATION PSE&GU QO BUILDING PERMIT RUNS SJS Sw •_ - - a',',` r yS=` ,; '" _ _ _ -,..'tea.,'a 1(844)341.6378 w a I` " _-x' V ri a# - _s j` ! GAS UTILITY CONTACT REVISION DRAWN _HKD. " `.,';• q' DESCRIPTION BY BY m w • -r,=. - _ NATIONALGRID REV DATE j [ __;, _ - c r' ,> , ._;': }1��\,^` • `'_ 1(800)9305003 °� z;= ',- c Z S ,'»Ar'$" `�'`!•' Mkv`#:'`�,�•y,o-3`ii-; � `w nr�°'�Z{'•-°�lE: -'*r3,' ^`Y. e 4` z „ s. ,;:1 ,,, :-' - E;,�,q. g• , �Sj 7.._� �a E='. ::�'.�.�t<•/ tz CODES&STANDARDS <° '` c- `1= '._ _i„R tea-.'^ ""I$, - - t 'r}_ k' ._ _ _ :<,GCIIt7Of[ a(tiOf"`L";,i °..-af 1' _ v •`` {' `;,., 7 ..GtP y �in9F• J These documents are In compliance&all construction t0 be In accordance with the following codes&standards as applicable �1 t i '};;I; i,•t'=` 2020 Building Code of New York StateKM N € eg.= 'L;a' i[ '- 1 I, *} j `, 2020 Residential Code of New York State DESIGN GROUP a 2020 Exlstmg Building Code of New York State t K kmbdg.cOm _ , t [NorthForkAnimal t 2020 Fire Code of New York State • =J f+` €,r`. y —t r' �:`i` `• , 1800 ROUTE 34,SUITE 209 a w �, .` Weifar®r ` _' 2020 Plumbin Code of New York State x w i _ A• 4^, - t^ - - :gym"' ;, g WALL NJ 07719 2020 Mechanical Code of New York State o w '' c., a: ,'`•;.a" ."i _ "':_ .,. '1''?g (732)280.5623 2020 Fuel Gas Code of New York State f '` :$'�� 2020 Energy Conservation Construction Code of New York State 4 N J CERTIFICATE OF AUTHORIZATION 24GA28150800 •° 2020 Property Maintenance Code of New York State a 2017 Uniform Code Supplement of New York State O F NEtv 2017 National Electrical Code of New York State �� Y ww 222 D,D2 222 422 622 JOB DESCRIPTION Know what's below. P NEN A O 6 (w ra*1 INSTALLATION OF NEW NON-EMERGENCY BACKUP DIESEL GENERATOR ON NEW CONCRETE PAD Call befo re you dig. e '-,sv-• 99� �' a - DO Q w a 11x17 SCALE.I"=800' 24x36 SCALE-1"=400' -- - o� o� a oz �O 08606 w0 �> FESSioNP D WI=o Stephen A. Bray 4 0 PROFESSIONAL ENGINEER LU� NJ LICENSE 24GE04414400 12/23/21 r - PROJECT NUMBER w o J 331.7547.APX o SITE INFORMATION c 165 PECONIC LN = PECONIC,NY 11958 SUFFOLK COUNTY <o 0 `y FAN: 10074795 a oz -o r S DESIGN TYPE o CO-LOCATION s 0 SHEET TITLE �a z COVER ok .5 SHEET i� SHEET NUMBER REV WI 10 Si o S� A01 3 ow �a �w 3 Y 00 ` GENERAL CONSTRUCTION NOTES SECTION 01613-DELIVERY,STORAGE AND HANDLING 20 For mid-weather and hot-weather concrete placement,conform to applicable ACI codes and G All threaded rods shall be 12"diameter A36 steel unless otherwise noted recommendations In either case,materials containing chloride,calcium,salts,etc shall not be used Protect H Temporary structures for staging and construction shall be capable of withstanding forces specified by the 1 This set of plans has been prepared for the purposes of municipal and agency review and approval This set 1 The Contractor shall be responsible for all procedures end scheduling associated with hoisting,staging,and fresh concrete from weather for 7 days minimum local building code current edition of plans shall not be utilized as construction documents unlit all drawings have been revised to indicate erecting of materials and equipment to andfor upon the site "ISSUED FOR CONSTRUCTION"Contractor shall e-mail plans@kmbdg cam to ensure that they have the GENERAL NOTES FOR POST-INSTALLED ANCHORS 4 Inspections latest set of construction drawings prior to commencing any work whatsoever 2 All elements of the existing site,i e structures,site plantings,etc shall be protected as necessary from said (HILT]OR APPROVED EQUAL) A Ali structural steel antenna frames,and connections shall be Inspected prior to Installation of antennas actions This work must be done in a sate,secure nondestructive manner for protecting personnel and AT&T 2 ADA compliance The facility Is a normally unoccupied mobile radio facility property B Ali les antenna cable trays,supports,channels and clamps shall be inspected prior to Installation of antenna 3 These plans are Intended to be used to direct the Proposed layout Drawings should not be scaled unless SECTION 01740 WARRANTIES AND BONDS EPDXY ANCHOR MOUNTING CHART C Coordinate all inspections With the client's Construction Manager p P P Y 9 D Contractor to make notifications 72 hours prior to any required Inspections othemise noted Plans,elevations and details are intended to show the end result of design Minor modifications maybe required to suit lob dimensions or conditions 1 The Contractor shall guarantee all labor and materials used In this project for a minimum period of one(1) WALLTYPE METHOD OF ATTACHMENT year commencing from the date of final acceptance by the client The Contractor is not required to guarantee 4 The contractor shall verify all dimensions and conditions and notify the Project Manager of any discrepancies material supplied by the Owner CONCRETE HILTI HIT HY200,MINIMUM EMBEDMENT 6"SPACED 16"ON CENTER before starting any work UNLESS NOTED OTHERWISE 2 Final date of acceptance Is deemed as the date that all required state and federal approval have been MASONRY HILTI HIT HY270 WITH SCREEN TUBE,MINIMUM EMBEDMENT 6"SPACED 5 These plans are designed to reflect observed field conditions Certain conditions are assumed to comply with obtained Including,but not limited to (CMU AND BRICK) 16"ON CENTER UNLESS NOTED OTHERWISE Q general standard construction design methods and principles,and the Contractor shall note that not all areas A Final inspection of structural attachment have been opened or specifically verified The Contractor is therefore requested to B Certificate of Occupancy THRU-BOLT MOUNTING CHART Q notify the Engineer Immediately should encountered field conditions very from those depicted on the drawings KMB Design Group,LLC will Issue field change dnec9on if required The Protect Manager is 3 Any deficiencies that come evident during this one(1)year period shall be corrected by the Contractor at the referenced on the cover sheet Contractors expense WALL TYPE BOLT TYPE Q 6 All equipment and materials shall he installed In accordance with the manufacturer's recommendations unless DIVISION 2-SITE WORK CONCRETEIMASONRY F1554 GRADE 55 THRU-BOLT UNLESS NOTED OTHERWISE Q otherwise noted by the Engineer of Record 1 The Contractor shall call utilities prior to the start of construction 7 The Contractor shall be responsible for all work performed and materials Installed to be in strict conformance, INSTALLER TRAINING Q s a minimum standard,with all applicable codes,regulations and ordinances having Jurisdiction Electrical 2 All existing active sewer,water,gas,electric,and other ubtites where encountered In the work shall be systems shall be Installed In conformance with the National Electrical Cade,and all other local and state protected at all times,and where required for the proper execution of the work,shall be relocated as directed 1 Installers must be certified through the ACVCRSI Adhesive Anchor Installer Certification program or jurisdictional codes,ordinances,and with local utility company specifications,whichever Is more stringent by Engineers Extreme caution should be used by the Contractor when excavating or pler drilling around or equivalent The General Contractor shag arrange installation training for all post-Installed anchor products Q near utilities The Contractor shag provide safety training for the working crew This will Include but not limited specified and shall provide the Engineer of Record documentation demonstrating that all personnel 8 The Contractor shall keep contract area clean,hazard free and dispose of all dirt,stumps,stones,rubbish or to responsible for installing anchors are trained prior to the commencement of Installing anchors ro debris In accordance with all local and environmental laws No materials or equipment shall be placed A Fag protection 0 anywhere on or In the structure without making adequate provisions to protect existing property Upon B Confined space aevlsED Pea Two SJS 3 12-2321 CUENTCOMMENra F z complebon,repair any damage that may have occurred during construction Repair all existing wall surfaces C Electrical safety 2 Installers shall be trained on the complete installation process for drilled-in anchors,Including but not limited damaged during construction such that they match and blend with adjacent surfaces D Trenching&excavation t0 Q 12.1531 cu NrcoMPieM A � SJs Hole Drilling Procedure z 9 The Contractor shall be solely responsible and have control over construction means,methods,techniques, 3 All site work shall be as indicated on the drawing and stipulated in the specification project summary B Hole Preparation&Cleaning Technique REVISED PER 0_i sequences,and procedures C Adhesive Injection Technique&Dispenser Training/Maintenance t tt"n"z1 cUEM COMMENrs D� sJs w i 4 If necessary,rubbish,stumps,debris,sticks,stones,and other refuse shall be removed from the site and D Rebar Dowel Preparation and Installation DO O SPECIFICATIONS FOR SIKA TOP 123 PLUS NON SHRINK GENERAL PURPOSE disposed of legally E Proof Loadingrrensile Testsf-rorquingISSUEDFOR w taxi-n cO sJs 0 aU1LDING PERMIT FlDNG GROUT: 5 The site shall be graded to cause surface water Flow away from the equipment shelter and monopole areas GENERAL PROCEDURES w a 1 All non-shrink general-purpose grout shall be installed in accordance with the manufacturer's REV. DATE REVISION DRAWN CHKD recommendations 6 No fill or embankment material shag be placed on frozen ground Frozen materials,snow or Ice shall not be Contractorfinstaller to follow anchor manufacturer specifications and instructions for use,including but not limited DESCRIPTION BY BY w placed in any fill or embankment to the following general procedures in pw2 The non-shrink general-purpose grout shall be mechanically mixed for a minimum of ten minutes 7 The sub grade shag be compacted and brought to a smooth uniform grade prior to finished surface 1 Hole Drilling Procedure i A Drill holes with rotary impact hammer drills using carbide-tipped bits,hollow drillbit system,and/or core o w 3 Ma no more grout Napplication en can be placed(n 10 to 15 minutesdolls using diamond core hits Drill bits shall be of diameters as specified by the anchor manufacturer ry we All existing inactive sewer,water,gas,electric and other uhtdies,which interfere with the execution of the Unless otherwise shown on the Drawings,all holes shall be drilled perpendicular to the concrete or 4 Surfaces to receive the grout shall be free of any type of foreign material and bond inhibiting materials Be mason surface v oc o work,shag be removed and/or capped,plugged or otherwise discontinued at points which WiII not Interfere masonry s o< sure repair area is not less than 118"In depth with the execution of the work subject to the approval of engineering o z¢0 2 Hole Preparation&Cleaning J n 5 The substrate shall be saturated surface dry with no standing water Mortar must be scrubbed into substrate 9 The areas of the Owners property disturbed by the work and not covered by the building or driveway,shall be A Holes must be free of debris,dust,water,Ice,all,grease,and other contaminants prior to adhesive I filling all pores and voids graded to a uniform slope,fertilized,seeded,and covered with mulch as specified In the specification of Injection Installer to ensure all holes are properly cleaned using compressed air and steel wire brush, "B a_w 6 Typical properties of the grout shall be as follows landscape work following manufacturer specified methods DESIGN GROUP - z tF For blowing out the hole,blow outwith oil free a r until return air stream Is free of noticeable dust v V w • Compressive strength(ASTM C-109 mguifietl) 10 The Contractor shall minimize disturbance to existing site during construction Erosion control measures,shall .. z< i day 3500 psi min(241 mpa) be In conformance with the local guidelines for erosion and sediment control • For brushing out the hole,only use specified wire brush The brush must resist Insertion Into the hole If kmbdg COm x 7 day 6000 psi min(44 8 mpa) g not,brush Is too small and must be replaced v,w 28 day 7000 psi min(48 3 mpa) 0 r 11 All back fill shag be compacted to 95%modified proctor density as determined by ASTM standard test I BDO ROUTE 34,SUITE 2 x • Flexural strength(ASTM C-293)@ 28 days 2000 psi(13 8 mpa) 07719 procedures 3 Cartridge Injection Adhesive Anchors WALL,NJ 5623 Splitting tensile strength(ASTM C495)@ 28 days DOD psi(6 2 mpa) A Clean all holes per manufacturer Instructions to remove loose material and drilling dust prior to Installation (732)280.5623 c • Bond strength(ASTM C-882 modified)@ 28 days 2200 psi(15 2 mpa) of adhesive In ect adhesive into holes roceedin from the bottom of the hole antl ro ressing toward the O= The Portland cement mortar shall not produce a vapor barrier DIVISION 3-CONCRETE J P g P g N J.CERTIFICATE OF AUTHORIZATION 24GA28150BOD P P surface in such a manner as to avoid introduction of air pockets In the adhesive Follow manufacturer • Density(wet mix)132Ibs/cu N(2 2 kgB) recommendations to ensure ro er mining of adhesive components Sufficient adhesive shell be injected O Density(i mix)13 l T-277 2B days approximately 500 coulombs 1 Design and construction of all concrete elements shall conform to the latest editions of the fallowing P P P e z Permeability @ Y Pp Y in the hole to ensure that the annular gap is filled to the surface Remove excess adhesive from the aequire to codes ACI for d Concrete" for Structure)Concrete for Buildings",ACI 318"Building Coda O F NEW 'L Requirements for Reinforced Concrete" surface Shim anchors With suitable device to center the anchor In the hole w of 7 All steel bearing plates and main support steel shell be Installed once ilia grout has been leveled and has B For hollow masonry applications,contractor to use plastic-mash screen tubes and inserts,following '` Y 1N been cured fora minimum of 24 hours The full design equipment load shall be Installed after the grout has r w cured for 48 hours 2 Mur design shall be approved by Owners representative prior to placing concrete manufacturer specifications P N A C Do not disturb or load anchors before manufacturer specified cure time has elapsed `.Q v LvI e Should the contractor wish to propose an alternative grout and method of working outside these parameters, 3 Concrete shall be normal weight,6%air entrained(±1 5%)with a maximum 4"slump,and have a minimum D Observe manufacturer recommendations with respect to Installation temperatures for cartridge injection �� q o this must be presented to the Engineer In wnbng with a full method statement,material data sheet and 28-day compressive strength of 3000 psi unless otherwise noted adhesive anchors �- 5 >F' installation instructions for his/her approval - * J n w a pp 4 Maximum aggregate size shall be 1" `d`F 1 .; POST-INSTALLED ANCHOR SPECIAL INSPECTION m¢ Facture to comply with this specification could seriously affect the stability of the Installation — -- - - —— Y 5 The following materials shall be used 1 The General Contractor shall notify the Engineer of Record and Special Inspector of Record when °'d DIVISION 1-GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK: Portland cement ASTM C 150,TYPE I post-Installed anchor work is scheduled to be performed to allow on-site inspection during Installation w o Reinforcement ASTM A 185 j z� w w Normal weight aggregate ASTM C 33 2 The General Contractor shall document their work with photographs and/or video during the installation o1- The Contractor shall review and become familiar with specifications contained In the bid package prepared by Water Drinkable Y a¢ KMB Design Group,LLC and the client The Contractor shag a-mad plans@kmbdg cam to ensure that they process demonstrating the above minimum general procedures have been performed,and shall furnish Esc = O have the latest set of construction drawn g any work whatsoever Admixtures Non-chloride containing_ _ photographs videos,andfor test reports to the Engineer of Record as part of the Special Inspection review a F tis prior commencing �OA 08606th i zo 6 Reinforcing details shall be in accordance with the latest edition of ACI 315 and project closeout process 2 In the event of a conflict between the bid package specifications and these notes,the provisions of the clients 1� w specifications shall lake precedence 7 Reinforcing steel shall conform to ASTM A 615,grade 6D,deformed unless noted otherwise Welded wire 3 The Contractor is responsible far the compliance with rag Items noted Failure for ilia Contractor to provide R�FES SI0 O c a fahnc shall conform to ASTM A 185 Welded steel vivre fabric unless noted otherwise Splices shall be class sufficient training documentation,notifications to the engineer,and/or to provide sufficient progress u 3 The Contractor shall visit the site of the proposed work and fully acquaint themselves With the conditions as •B"and all hooks shag be standard,unless otherwise noted photographs does not remove the Contractors liability for full compliance and may require the Contractor to Z c, they exist in order that any restrictions pertaining to the work are understood All areas and dimensions are remove and reinstall all anchors and repair adjacent affected areas X1 ?0 Indicated on the drawings as accurately as possible,but all conditions shag be verified by each contractor 8 The following minimum concrete cover shall be provided for reinforcing steel unless shown otherwise on Stephen A• Bray < and/or subcontractor at the site The failure of Ne contractor to examine or receive any form,instrument or drawings DIVISION 5-METALS z�S document,or tovisit the site shall not relieve the Contractor from any obligation with respect to their quoted . Concrete cast against earth 3" PROFESSIONAL ENGINEER WS price The submission of a quotation shall acknowledge that the Contractor and their Subcontractors have . Concrete exposed to earth or weather T= fully examined the site and know the existing conditions and have made provisions for operating under the 96 and larger 2" SECTION 05120-STRUCTURAL STEEL o m conditions as they exist at the site and have included all necessary items #5 and smaller 1 12" N,1 LICENSE 24GE04414400 12/23/21 F Concrete not exposed to earth or weather or not cast against the ground 1 Codes and specifications PROJECT NUMBER 4 The General Contractors responsibilities shall Include,but not be limited to,construction of the equipment Slab and wall 314" A The fabncationferectlon shall conform to the requirements of the following codes and specifications,latest ,�Dv = o foundation,Including electrical service,telephone conduits,grounding system and coordination with local Beams and columns 1 12" edition,unless otherwise noted 331.7547.L'].l A ¢u utility companies o 0 o 9 A 1"chamfer shag be provided at all exposed edges of concrete,unless otherwise noted,In accordance with The local building code '^ i 0 5 The antenna Installers responsibilities shall include,but not be limited to,cable tray installation,routing of P P 0 AISC 360 specification for structural steel buildings SITE INFORMATION ACI 30 section 4 24 m O cables from radio equipment to antennas,associated hardware for securing antenna cables,antenna mounts, ASTM A992 structural steel(for all w sections only) 165 PECON IC LN `r z ASTM A36 structural steel(ell other sections) mI 0 u delermining supplier of antennas,grounding of antennas to grounding system,Instating antennas and 10 Installation of concrete anchor,shall be per manufacturers written recommended procedure,the anchor bolt, P ECONIC NY 11958 varitying with Radio Frequency Engineers,the alignment location,and proper orientation of antennas dowel or rod shag conform to manufacturer's recommendation for embedment depth or as shown on the • ASTM A53,type E,grade B,electric resistance welded steel pipe SUFFOLK COUNTY c 00 0 8 The Contractors shall coordinate construction activities with the building Landlord In order to avoid conflicts drawing No rebar shall be cut without prior engineering approval when drilling holes in concrete ASTM 123 zinc(hotdip galvanized)coatings on Iron and steel products rozd. 9 • ASTM 153 zinc coated(hot-dip)iron and steel hardware nI with current use of the site 11 Curing compounds shall conform to ASTM C309 . AWS D1 1 structural welding code FA#• 10074795 0 o z EIPlTL4-222 structural standards for steel antenna towers and antenna supporting structures .i 7 The Owner may have work performed under separate contracts,concurrently,With the work of This contract 12 Admixtures shall conform to the appropriate ASTM standard as referenced in ACI301. F,2 DESIGN TYPE S 8 The General Contractor shall permit access to the project to these contractors to perform their work 13 Do not weld or tack weld reinforcing steel 2 Design parameters o E A The structural steel antenna mounting frames are designed to provide support for antennas and all CO-LOCATION g` i 9 TheContractor shall conform to all applicable local county,state,and federal codes,laws and requirements, 14 All dowels,anchor bolls,embedded steel,electrical conduits,pipe sleeves,grounds and all other embedded hardware and accessories associated with antennas z including OSHA items and formed details shall be In place before start of concrete placement SHEET TITLE 1.2 O i3 Fabrication and installation requirements 1. O w 10 The Contractor shall apply and pay for the construction permit,certificate of occupancy and all other required 15 Locate additional construction joints required to facilitate construction as acceptable to Engineer Place GENERAL NOTES Oo� permits or licenses The Contractor is responsible for obtaining all Inspections JnP 9 A The antenna supports,antennas and hall beg hardware shall be constructed plumb,level and true _ y� P P P reinforcement continuously through joint. a All structural elements and fasteners snail be galvanized In accordance With ASTM A123 and A753 � 11 Care shall be exercised In protecting the budding occupants during the demolition and construction periods of 16 Reinforcement shag be said bent whenever bending is required C Welds should be shop made wherever possible,conforming to AISC specification and AWS requirements T this project Every effort shall be made to maintain a clean operation Debris shell not accumulate All debris All welds are to be of the size and type indicated Contractor shall employ a licensed welder and shall — M will be deposited in a suitable container on a daily basis and shall be emptied on a regular schedule The provide the engineer with their name and a copy o1 their license prior to commencing any field welding 17 Place concrete in a uniform manner to prevent the formation of cold joints and other planes of weakness SHEET NUMBER REV cal o location of the container shall be coordinated with the Building Manager Vibrate the concrete to fully embed reinforcing Do not use vibrators to transport concrete thorough chutes or D Contractor shag provide fire watch during all welding operations,brazing and soldering and other work formwork requiring the use of an open game Two(2)hand held 30 Ib fire extinguishers and adequate water supply ii 12 Safety procedures Attention is directed to federal state,and local laws,rules and regulations concerning shall be maintained on site Fire wretch plan shall be submitted to the client for approval prior to welding o`o construction safety and health standards The construction company awarded this project shag ensure all 18 Do not place concrete in water,ice,or on frozen ground E All bolted connections shall he A325 high strength bolts 51W diameter minimum size unless otherwise J p w working surroundings and conditions are sanitary,and are not hazardous or dangerous to the health or safety noted Bolts shall be supplied with gat washers Bolts shall be tightened in accordance with the AISC snug ® � F a of the work crews or building occupants Precaution shall be exercised at all times for the protection of _ 19 Do not allow concrete subbase to freeze during concrete curing and setting period,or a minimum of 14 days tight condition,unless otherwise noted - i persons and property It is mandabe observed for all contractors and antenna riggers tory that the safety previsions of applicable local laws,OSHA regulabons after placement F Protective galvanized coatings which were damaged or removed during erection or transportation shall be and budding and construction codes, ac 3= restored by painting with zinc-rich primer i ]L 00 EXISTING FENCED COMPOUND AT&T f------------ 1 I `� I / CO2 i ~���—■ i EXISTING LATTICE 1 Q I 1 ' I TOWER y— I _ y-----------J / Q 1 r / n — PER 0: ' / /3\ 12-2321 TWS SJS p / � t� CIJENT COMMENTS 2Q CUENT COMMENTS TIN z EXISG PROPERTY EVISED PER 12-1521 RC SJS O 111T-21 REVISED PER DBS SJS CMM LINE Q UNG ENT COENTS 0 O / ISSUED FOR / I ` 1031-21 GO SJS 0 EXISTING BUILDING (TYP) / ` ` REV DATE BuluxREVISION DRAWN CHKD 5 1. DESCRIPTION BY BY pZ 1 a I-Y ap KMLJ C 1 _ � �w 0. O/ DESIGN GROUP 1 � ` � � � y= 1 EXISTING kmbdg com w ' BUILDING? 1800 ROUTE NJ 209 � WALL,NJ 07719 x y w 1 (732)280-5623 LLoin � 1 N J CERTIFICATE OF AUTHORIZATION 24GA28150800 ,. 01 _ SOF NEI,/ 0 s CID o Z w wEl i �0 08606 RR�PISMO a� I e Stephen A. Bray w 1 I I PROFESSIONAL ENGINEER NJ LICENSE,24GE04414400 12/23/21 wN G r 1- PROJECT NUMBER u O J 331.7547.APX ol SITE INFORMATION ROUTE 25 MAIN ROAD 165 PECONIC LN <, 00 PECONIC, NY 11958 oe SUFFOLK COUNTY �a FA#: 10074795 oz i S DESIGN TYPE o CO-LOCATION s SHEET TREE a ` =w AREA " ok � PLAN 5 SHEET NUMBER REV w1 0 V Dy8 0 4 8 16 32 50 w� S P 01 3 g �a 1 JAREA PLAN 00 11x17 SCALE.1"=150' 24x36 SCALE.1"=75' Y EXISTING AT&T CABLE BRIDGE PROPOSED AT&T CONCRETE PAD Q AT&TCO3 CO2A 10' RADIUS PROPOSED AT&T ELECTRICAL CONDUIT 2 ROUTED UNDERGROUND FROM PROPOSED CO3 GENERATOR TO NEW ATS WITHIN EXISTING AT&T EQUIPMENT SHELTER PROPOSED AT&T 3OkW AC Q ____________ DIESEL GENERATOR ON ��-- �♦` NEW CONCRETE PAD I li EXISTING AT&T ANTENNA & Q iI ANCILLARY EQUIPMENT (TYP) EXISTING T—MOBILE CABLE I BRIDGE Q I Q I / I � •� I EXISTING T—MOBILE p I / �I I r� I EQUIPMENT PAD REVISED PER Q3 12-2321 SJS CUEWCOMMEWS TWG OF% I I I I r\ REVISED PER I " EXISTING LATTICE TOWER Qz z 427 CNEMCOMMENB RC sJs �Z I I 1 [ I I I Q 111]-21 REVISED PER DBS SJS w¢ Z 1 CIJENi COMMENTS w EXISTING AT&T EQUIPMENT I j I I I Q BDI OINGP PERMIT FI NG SHELTER I I EXISTING T—MOBILE UTILITY 02121 co sJs w a IREVISION DRAWN CHKD Z _0 au f �I H—FRAM I E REV DATE DESCRIPTION BY BY 3 Zi " __ `� EXISTING WOOD UTILITY POLE ` ----------------------------------- ¢oKMB j� ,g I DESIGN GROUP &� A 1w EXISTING VERIZON CONDUIT a BELOW GRADE kmbdgcom U "> 1800 ROUTE 34,SUITE 209 F I WALL,NJ 07719 ¢ r N 1,732)280-5623 NJ CERTIFICATE OF AUTHORIZATION 24GA28150800 w� of R—: —Y—I EXISTING COMPOUND FENCE � N�� J- wNQN�N A O s <� EXISTING CSC CABINET--"X I * �� 9-y��* (BY OTHERS) ❑ - [-l-i-:-=-:-i- -i-irY-Y-R-:-=-R-.-.-.-=-Y-i-R-.-:-R-i-a-R i-[-i IY- - Li'l -^'` � � a ao °o EXISTING GENERATOR � 8606A (BY OTHERS) .w I I EXISTING VERIZON EQUIPMENTAR�fiESSIONP� 2 y i I SHELTER is o zoO i Stephen A. Bray rc 5 i PROFESSIONAL ENGINEER Tg H NJ LICENSE 24GE04414400 12/23/21 EXISTING PROPANE TANK I EXISTING ELECTRIC METER PROJECT NUMBER � o� (BY OTHERS) i �\ (BY OTHERS) 331.7547.APX z o EXISTING WOOD UTILITY POLE SITE INFORMATION y; 165 PECONIC LN PECONIC, NY 11958 �O m i I oI SUFFOLK COUNTY QY FA#: 10074795 DESIGN TYPE �s oo z o CO-LOCATION z SHEET TITLE UW c k COMPOUND o PLAN o N 5 SHEET NUMBER REV w� v,o �x w 4 8 CO2 3 1p 1 ICOMPOUND PLAN 0 11x17 SCALE 3/32"=1'-O" 24x36 SCALE:3/16"=1'-0" Y EXISTING AT&T ANTENNA & ANCILLARY EQUIPMENT ( ) AT&T EXISTING WHIP (BY OTHERS) EXISTING ANTENNA (BY OTHERS) (TYP) Q EXISTING ANTENNA (BY OTHERS) (TYP) Qa z-z�z1 CLIENT COMMEMS ms sas o REVISED PER Z Q REVISED RC SJS PER � K 121621 Q 2 CLIENT COMMENTS OZ Q 11 1721 REVISED PER OBS SJS W¢ 1 CUENTCOMMENTS O OISSUED FOR 10.21-21 GO SJS y D BUILDING PERMIT FILING w n REV DATE REVISION DRAWN CHKD DESCRIPTION BY BY �w 3 mw of a zF w <o Z 3 o< o Q0 61 N J a ZLd < U ry 0a - a DESIGN GROUP z¢ < Icmbdg com s w> z Z EXISTING LATTICE TOWER 1800 ROUTE 34,SUITE 209 m H H WALL,NJ 07719 4 sy 1n N (732)280-5623 w x x o f W WN J CERTIFICATE OFAUTHORIZZATION 24GA28150800 W � O 0 m w iD o ai �pF NES o F- �N o P� N�N A O wo o M 7 W {3 -w- -H +I ¢ 4 F o o ww o mo < EXISTING AT&T GPS ANTENNA ZOO 8n016 �i� 0 4 I-o O m Mw ¢ EXISTING VERIZON EQUIPMENT 9OFESSI rc a w SHELTER (BEYOND) za ZD w Qo 0 EXISTING AT&T CABLE BRIDGE Stephen A. Bray a PROFESSIONAL ENGINEER �5 < PROPOSED AT&T 30kW AC w y w DIESEL GENERATOR ON NJ LICENSE 24GE04414400 12/23/21 EXISTING T—MOBILE o PROPOSED CONCRETE PAD PROJECT NUMBER o CABLE BRIDGE a 331.7547.APX o 0 SITE INFORMATION LN =& a EXISTING AT&T EQUIPMENT LL SHELTER PECONIC,165 �Y NI91 58 000 o EXISTING COMPOUND FENCE SUFFOLK COUNTY o m O a ~ FA#: 10074795 ~ s S DESIGN TYPE zg a= CO-LOCATION zQ GRADE 0'-0")AGL Ll SHEET TITLE _= AMSL ±16' ELEVATION ok � h x o SHEET NUMBER REV Ei o 0 w 4 0 2 4 8 aw off.En o CO2A 3 w� 1 NORTHWEST ELEVATION w o o 11x17 SCALE:1116"=1'-0" 24x36 SCALE•1/8"=1'-0" [-i-F-t-i-i-T-i-[-[-[-[-[-I-[-I-i-T-i-i-T-F-I--I-}-k�i�Y-I-Y-I-i-[-}-T-}-ice[-Y-[-i-}-I-[ i EXISTING AT&T LUCENT t CABINET TO REMAINIn EXISTING AT&T AIF EXISTING AT&T CABLE FOR EXISTING AT&T HVAC UNIT EXISTING COMPOUND FENCE � � AT&T RACK TO REMAIN TO REMAIN TO REMAIN (TYP) (TOP OF 2) EXISTING AT&T 1900 NMPK iCABINET TO BE REMOVED i EXISTING AT&T 850 NMPK CABINET TO BE REMOVED Q EXISTING AT&T ARGUS Q POWER PLANT TO REMAIN r-r- T- Q EXISTING AT&T TELCO—, BACKBOARD TO REMAIN Q Q LL i 12-2321 REVISED PER ms BJB Q3 CUE NT COMMENTS 1-z Q REVISED PER 2 12-1321 CUENi COMMENTS RC GJS 1- I REVISEDPER DBS SJS CLIENTCOMMENTB wz 000 I i -1 -j.._-1-1_ 1-L-L-1._L_t_-l-_i_.-I.-J_-1__.1-1-1-1..,.1 -i_L-L, Q 10.21-21 BU'LDINGOP PERMIT HUNG GO SJS Zw I _-t--f"-f---t--i-"i._-l-'-T-'r-_r-�_-.1'-7"-T'-r-`_r--1--i----_i-�-_I'__T-`YT-i-_I,-rll as ! I l l i l l ( I I I E I I I l l i l l l I I I REV DATE REVISION DRAWN CH D DESCRIPTION BY BY .1....J.-.L...._..L-. ._1_-L-I_-L-__I-_.._-.- ---� _l.-.• ._L.._J_..J_-i v mw 0O a EXISTING AT&T AC SUB / Q / PANEL TO REMAIN / Q Q> I O EXISTING AT&T ELECTRIC J EXISTING AT&T MAIN ACKMi:� PANEL TO REMAIN M\R� REMAI<\ ry W I EXISTING AT&T MANUAL TRANSFER EXISTING AT&T GENERATOR DESIGN GROUP z, z ° z a I SWITCH TO BE REPLACED PLUG TO REMAIN �� kmbdgcom l = m x WALL,N 07719 °d �y 1 EXISTING EQUIPMENT PLAN ISOOR(72T28�.$5U3TE209 y W ( 11x17 SCALE 3116"=1'-0" 24x36 SCALE 3/8"=1'-0" N J CERTIFICATE OF AUTHORIZATION 24GA28150800 az / a� _ _ _ ___ pF New F-1-Y-i-I-x-Y-R-Y-R-Y-Y-R-i-[-t-I-i-}-[-Y-R-i-[-%-Y-Y-R-I-Y-I-R-I-R-R-R-i-R-}-i [-R-i-i R-%-%-[ i-% i-} i-% �w I EXISTING AT&T LUCENT O ¢� CABINET TO REMAIN U cwio EXISTING AT&T CABLE PORTS EXISTING COMPOUND FENCE y��� Q EXISTING AT&T FIF EXISTING AT&T HVAC UNIT ww I TO REMAIN TO REMAIN (TYP) RACK TO REMAIN 10' RADIUS (TYP OF 2) � N o 1 PROPOSED AT&T VERTIV BATTERY RACK /I 00 \ m a t 11 X' w w WITH (4) 24V 170AH BATTERY STRINGS co \ Z�� , � o CO3A OF (2) BATTERIES EACH INSTALLED lz.0 NUMBER OF EXISTING 24V RECTIFIERS: 7 EXISTING AT&T ARGUS / �8606� a NUMBER OF REQUIRED 24V RECTIFIERS: 7 POWER PLANT TO PROPOSED AT&T 1 CONCRETE PAD C04 AR�FESSI0NP� a Z NUMBER OF EXISTING 24V CONVERTERS: 7 REMAIN _ / i¢ -i--r--'-i---'1--1---v--r--r- -r-^r-r-r-r-r--r-i--T--•--r--r---r-'r-r-7- T--"r c -� NUMBER OF REQUIRED 24V CONVERTERS: 7 1 (g- / i I <� EXISTING AT&T TELCO 1 I I I i I I 1�/ PROPOSED AT&T ELECTRICAL Stephen A. Bray Q NUMBER OF EXISTING 48V RECTIFIERS: 0 -�_ L_J L-L _L _.- 1J F—�_ -s_L_ L_L_L CONDUIT ROUTED UNDERGROUND 65 NUMBER OF REQUIRED 48V RECTIFIERS: 0 BACKBOARD TO REMAIN - �\ FROM PROPOSED GENERATOR TO PROFESSIONAL ENGINEER r NUMBER OF EXISTING 48V CONVERTERS: 0 / I� NEW ATS WITHIN EXISTING AT&T NJ LICENSE 24GE04414400 12/23/21 wN NUMBER OF REQUIRED 48V CONVERTERS: 0 EQUIPMENT SHELTER PROJECT NUMBER = \ l \ PROPOSED AT&T 30kW AC� 331.7547.APX N _� NOTES 1-0" DIESEL GENERATOR ON BOp SITE INFORMATON PROPOSED CONCRETE PAD 165 PECONIC LN u 0 1. AT&TIS PROPOSING TO INSTALL A3DkW AC GENSET A R PECONIC, NY 11958 POWER PLANT SWAP IS NOT REQUIRED --- - i-----,--r- r---r-r- -T -r-r-1-- --- T - r R 0 0 2. PREVIOUS(MCA&5G BBU ADD)SCOPES ARE ADDING i -I -ilY I l I I I I ! I I I I I -I "JREPLACE SUFFOLK COUNTY z m RECTIFIERS AND CONVERTERS FOR ATOTAL OF(7)24V i I I of L-L-I-J-.�-�.-�-1_ _L o RECTIFIERS AND(7)48V CONVERTERS IR ! FA#: 10074795 00 3 NO ADDITIONAL RECTIFIERS REQUIRED r-r-r--r-I--I--.1 -r--r -*'--r-r-r----r--r-I--r--�-'�" r-T- --r" T, / m r 4 NO ADDITIONAL CONVERTERS REQUIRED I I ! I I I ! I I I I I I I I 1 i I ( I 1 I i ( DESIGN TYPE og 5 BATTERY UPGRADE REQUIRED.THERE ARE ONLY(2)24V CO-LOCATION o <° 170 BATTERY STRINGS IN THE EQUIPMENT ROOM POSED AT&T ATS TO 5i< INSTALL A 24V BATTERY RACK AND(4)24V 170AH(82 EXISTING MANUAL E02 SHEET TITLE w BATTERIES)FOR ATOTAL OF(6)24V 170AH BATTERY 1 1NSFER SWITCH EQUIPMENT PLANS or STRINGS / EXISTING AT&T AC SUB /6 PER THE AT&T SPCT,THE SITE GENERATOR CAPACITY / PANEL TO REMAINREQUIRED IS 29kW,A 30kW AC GENERATOR IS THEN O EXISTING AT&T MAIN AC TING AT&T ELECTRIC REQUIRED R REMAI\ SHEETNUMBER REv o PANEL TO REMAIN zz a PROPOSED AT&T DACSTING AT&T GENERATORC05A G TO REMAIN �\ 50 C®3 3 o "rn P1. 2 1 PROPOSED EQUIPMENT PLAN olo'l 11x17 SCALE-3/16"=V-0" 24x36 SCALE 3/8"=l'-O" Y MANUFACTURER VERTIV MODEL SAG58882020002 W HEIGHT 72 D" WIDTH 25 8" DEPTH AT&T "22 5 p WEIGHT 22 5" PLAN D , W Q NOTES = 1 WEIGHT DOES NOT INCLUDE CUSTOMER EQUIPMENT OR BATTERIES 0 2 INSTALLED PER 122321 REVISED PER TWS SJS z MANUFACTURER'S SIDE FRONTS CUENTCO E S SPECIFICATIONS Q 12-1521 CUENTCOMMENTS RC SJS K z < R IEDPER 1 BATTERY RACK SPECIFICATIONS Q 1112' CUENTGOMMENTS DES SJS SSUEDFOR SCALE'NTS 1-1-21 GO SJS zu Qo BUILDING PERMIT FILING 0 REVISION DRAWN CHKD w REV DATE DESCRIPTION BY BY M z o_ zF a ¢o o� 'd0 I �w \ FZAB Ox ow DESIGN GROUP " w, Icmbdg.com a ofom N I BCO ROUTE 34 WALL,NJ SUITE07119209 wo z (732)280.5623 a NJ CERTIFICATE OF AUTHORIZATION 24GA28150800 wz 0 �N �pF NET UI CID 1 p 10 Z Tri„ IS w� 08606LN \1 Ag�FES SI10 ONP -_� Stephen A. Bray =o a �5PROFESSIONAL ENGINEER w N NJ LICENSE 24GE04414400 12/23/21 o2 PROJECT NUMBER X - 331.7547.APX U SITE INFORMATION o IS Z� 165 PECONIC LN PECONIC, NY 11958 PI <Y SUFFOLK COUNTY w0 o FA#: 10074795 "I p DESIGN TYPE n �O v Z, CO-LOCATION W SHEET TITLE o` 0!= EQUIPMENT SPECIFICATIONS �5 f s SHEET NUMBER REVI u� S� CO3A 3 I 3s 00 - Y CONCRETE AND REINFORCING STEEL NOTES 1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301,ACI 318,ACI 336,ASTM A184,ASTM A185 AND THE PROJECT SPECIFICATIONS { 2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESSl AT&T NOTED OTHERWISE �1��—�- ',� 3 CONCRETE SLUMP TEST MUST BE DONE BY CERTIFIED EXPERT 4 REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC 3 3/4"UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS"B"AND ALL HOOKS SHALL BE STANDARD. 5 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 6" CONCRETE PAD WITH SHOWN OTHERWISE ON DRAWINGS WWF 6x6-W2.OxW2.0, CONCRETE CAST AGAINST EARTH... 31N Q 3000 PSI CONCRETE CONCRETE EXPOSED TO EARTH OR WEATHER #6 AND LARGER . . . 21N Q 1" CHAMFER #5 AND SMALLER 8 WWF 1 1/2 IN z (TYP ALL SIDES) CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT Q d CAST AGAINST THE GROUND N BEAMS AND COLUMNS. .. 1 1/2 IN -x x x¢ 6 A CHAMFER 1"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,LINO,IN ACCORDANCE Q " WITH ACI 301 SECTION 4 2.4 7 INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S Q \�\ a WRITTEN RECOMMENDED PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO LL �� ��\��\��\� � \��\��\ ���\� � MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS Q 1z-zs zl rns sds \ \ \ \ \ \ \ \ NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN S CUREVISED PER ENTCOMMEN = a E CONCRETE SPECIAL INSPECTIONS WHEN REQUIRED BY GOVERNING CODES,SHALL BE PERFORMEDENTCOMMENTS RC REVISED PER 2 12-1521 CLISJS IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS 4" CRUSHED STONE Q REVMEDPER y,Z 7 CLIENT COMMENTS 11-17-21 GES 'JS pO- COMPACTED SUB-BASE SSUE.FOR G 1x21-21 BLIILGING PERMIT FILING GO SJS Z W -0 waREVISION j j W REV DATE DESCRIPTION D B WN CBY m z °1 OU Z F 7* d QO z ,< UIt N a Q C KMB KFGROUP o f D 2 kbDESIGN com o i 1"""1 1800 ROUTE 34,SUITE 209 $ w 1 07719 CONCRETE PAD DETAIL 2 CONCRETE NOTES W32)28 5623 (732)280-5623 N 11x17 SCALE 112"=1'-0" 24x36 SCALE:1"=T-0" SCALE NTS NJ CERTIFICATE OF AUTHORIZATION 24GA28150800 w� z pg �pF NFW UoP��eNEN e99Op QI R wZ w. - 2i 10 11 1 ID a Ol wN O Q&606 M M z< �PES S IONP 10 E =o Stephen A. Bray o 5 PROFESSIONAL ENGINEER w N NJ LICENSE 24GE04414400 12/23/21 r 0. PROJECT NUMBER a 0 a 331.7547.APX z'o SITE INFORMATION 165 PECONIC LN PECONIC, NY 11958 "I SUFFOLK COUNTY 4y IFA#: 10074795 aI wz �s DESIGN TYPE g F� CO-LOCATION z< SHEET TITLE 0 SITE N I DETAILS T IN SHEET NUMBER REV o v c� a°1 a co"04w. 3 w 00 Y Vibro-EP COMPLEX :;t= AT&T ANTIVIBRATION ELASTIC PAD WITH DOUBLE LAYER Vibro-STRIP ANTI-VISRATION RUBBER STRIP trrsroyta1 S tbroSmp Is pnrranTy used aithe haseolmachmerytoachulmvbratwn antroL tican Vibro-EP Complex Is used to Isolate the vibration -'sobeused asanelaslwpad bWiaenthe structural parts(cclumns,walls,bridges. from: easly air handling units,abmmpressors,pumps,fans, (ants,aheriacov&N tmtie wdillit ilshuchlloffaces hcanbeadern Itcartyobeeasil power plant generators,cutting machines,etc (e tJwashers)aaadmgs petaWsof the supportedencisn Itcanaka be easily roL cutmthefmddleamounIIs spcaaiV teducherm Ithas.Forcoampl titans use Floating bases for industrial floors,elevators, 1pZ� axadin0 to the amount of M4•abon redutaon required.Far a>amplodcan be used in printing machines,testing machines,etc. si or double layer to Increase the Ihximass hence the deledartThEre are se+eraf a'ha�q'xabaa fanhulal a;s,which can be custemtyused Vibro-EPCompfex VIRRD.EP complex Is a vibration Isclatorconslsts of Characteristics double vibration Isolator pad Vtbfo EP In between Dmiansims;Thickinass(Ira%)itl mm,Wcith i08mIR of the pads there is a sheet of goWn•.ed steel, Aiidablabnm"sof3mleng'JI which contribute to the weight on both isolators. Generally, the overall height of the vibration controlpad is a crucial(actor on the absorption of Dynamic Cha $mstGs the lownaturai frequencies It improves vibration Narerallrequeticy fn_381(z(forperiendicubuloadm a smglaiayer) absorption, absorbing iibratlans with natural Loadrangal-3lgiar?(Iper3torviesperrinearmiler) frequency down 10 4 H](al maximum load) rL o It comes Into three different hardness and two 3 REVISED PER 12'33'21 CUENT COMMENTS Me sis F z different tubber types Vibro EP Beige,Green and Yellow,which consist of neoprene and each oneREVISEDPER 2 CUENTCOMMENTS Is mainly used for outdoor applications(W and lzaszl Rio sJS REVISED PER protection and oily environment) _ Q CLIENT COMMENTS 0, } 11-iT-21 DBS We J Z O y TtR DrM[NStON ruWMaM LOaO 4+ � i, ISSUED FOR y sT aJYI ry;*" 10.21-32 BUILDING PERMIT FILING GO SJS z u waxo rp Im,l Lonolwl Icv/o,.'I ..-,,, .w%''A'. . o •• - YfAYS OF INSTALLATION j W mow= tutu c�°0m to i,s2`3 "' '~ DutleLaYar,aE Lry� REV DATE DESCRIPTION PTION ISION DRAWN CBYD 2 We ]gin is-] 3cg � ,larer rntho c�rEr(casted) °' m i e2oatxsa us.us ]:a I]x p1 p SY}S 18IXI 1 IF 0. CCDw11167 t]5 of>.] eft ;,-}, •• V'l.�V`VV"W�J�I'V�:I`N r- S' w 4JxF.]oNt `t4?r:' �•i' i ado -. s`.. Orbs an.ore e rmlheo�a DaLVe hfiler cria nsvje teon,- NalmlFmq...iy(Afmr at smm -:1� N¢ivralFrtovemy(aemoximvm tooa)TR] -- n 0. DESIGN GROUP ZO T kmbdg.com 34 �= 1VIBRO EP COMPLEX PAD DETAIL 2 IVIBRO STRIP DETAIL 800 WALENJ077 E 204 L, 9x (732)280-5623 N SCALE NTS SCALE NTS NJ CERTIFICATE OF AUTHORIZATION 24GA2815080D 01 pF NEPP _ wo \,\E PN A & O�Q99���"u 5: v Wa 4 a-F n o �I °O ZJ,�O.o 88606 1 p � c.a �> FES StCNP iio Stephen A. Bray a PROFESSIONAL ENGINEER s� L w w NJ LICENSE 24GE04414400 12/23/21 oJ PROJECT NUMBER �7 ? u p SITE INFORMATI33 1.754/.APXON o 165 PECONIC LN <I 00 PECONIC, NY 11958 tint SUFFOLK COUNTY oI o FA#: 10074795 Fu DESIGN TYPE x �Q CO-LOCATION SHEET TITLE � �w o k DETAILS H� r wo SHEET NUMBER REV oI SI o ug o of °W C05 3 �a _= M 00 1'-o" NEPA 704 HAZARD IDENTIFICATION SYSTEM 15"DIAMOND WITH 6"NUMBERS SCDHS TNK #4 AT&T © ® � NOTES ,T 1 PLACE ON ALL VISIBLE SIDES OF THE TANK '. ® ®'�" 2 SIGNS MUST BE OF DURABLE MATERIAL WITH BLACK LETTERING ON A WHITE BACKGROUND REMOVE ga - Do PLOY DISCONNECT THIS TAG TIGHT FILL CONNECTION MUST BE 0 BACK FRONT BACK USED. A LOOSE FILL MAY RESULT SEE IOE IN A SPILL OF DIESEL FUEL HAZARD RATINGS NINE O'CLOCK-HEALTH(BLUE BACKGROUND,BLACK LETTERING) NOTES FUELING PR0ELEMS 1 PLACE THIS LABEL NEAR TO THE FILL PORT&FILL SPILL REVISED PER ° TWELVE O'CLOCK-FLAMMABILITY(RED BACKGROUND,BLACK LETTERING) CONTAINMENT BOX CUENTCOMMENTS MS Sis z z Q �Z 1&P1 REVISED PER RC SJS THREE O'CLOCK-INSTABILITY(YELLOW BACKGROUND,BLACK LETTERING) � CUNT ECOMMENTS O f - 1 ��-17-21 CUENTICOMMENTS DBS SJs z SIX O'CLOCK-SPECIAL(WHITE BACKGROUND,BLACK LETTERING) ) � �' ISSUED F ®® NOT DISCONNECT D w -p •k'-°� /g4 '€_ O 10.21-21 9UILDINO PERMOIT FILING GD 8J6 REFERENCES wa NEPA701 D Not Ov' IITank Maat,7/s Flf,,. '; REVISION DRAWN CHKD UFC 7901 9 _ -' NOTES REV DATE DESCRIPTION BY BY w Ie.. <WHEN'AlAF1JSOUN76'. m y IFC 2703 5 THETANtGI5 FlJL=_f 1 FINDING AC PLUG TO ENGINE HEATER v o 2 DISCONNECTED,KEEPING GENSET FROM STARTING 3 z s 3 RESULTING IN A VENDER/OEM CALL x a NOTES <0 1 UPRINTING COM(888)886-4111 COMPLIANCE SIGNS COM(800)578-1245 TAG-FOD402BOD001 o a 2 PLACEMENT BENEATH THE OVERFILULEAK c <' DETECTION ALARM PANELK"B r as 0= DESIGN GROUP " �w % za �x kmbdg com r L NOTES' 1800 ROUTE 34,SUITE 209 X WALL,NJ 07719 m AT&T IDENTIFICATION SIGN' 8'x12" (732)280-5623 5 o 1. OVERFILL LEVEL ALARM WILL BE SET TO AC11VATE AT 90% pp' p' OF THE WORKING CAPACITY OF THE BASE TANK. NJ CERTIFICATE OF AUTHORIZATION 24GA28180800 m a� o COMBUSTIBLE 2. WARNING SIGN SHALL BE POSTED NEXT TO OR IN property of PROXIMITY TO THE ALARM PANEL THAT STATES: "WARNING, o F N E w NO SMOKING !WITHIN 501 OVEERFILLE ALARM SOUNDS, THE TANK IS FULL, DO NOT �� � \P`�QN�N A e�rOLUU, � X NO OPEN FLAMES 3. THE FILL PORT SHALL BE COLOR CODED FOR DIESEL FUEL atco &t IN ACCORDANCE WITH API STANDARDS. �C w a4. FUEL TANK N . FUEL TANK NOMINAL CAPACITY:12sGALS WILL BE SUBJECT TO VEHICULAR TRAFFIC. I pa z FUEL TANK WORI9NGCAPACIlY:1Y8GALS '.I� 00 - -- o a� NOTES io 1 SIGN HEADER SHALL BE WHITE LETTERS ON RED r b, Z. BACKGROUND In CBSe Of emergency,or prior to performing OA 48606 a 2. SIGN MUST BE OF DURABLE MATERIAL WITH BLACK t ;a r ?— '_ .,T maintenance On this site,Call 8��635-2822 �Ij 5�o�� y LETTERING ON A WHITE BACKGROUNDT'm `' and reference call site Number: z 0 3 SIGN SHALL NOT BE OBSCURED OR REMOVED AND � °� itltl�;` DHER' ;° FA# a SHALL BE IN ENGLISH AS A PRIMARY LANGUAGE _ ,�- ,> ) Stephen A. Brag a 4 SIGN TO BE PLACE ON GENERATOR/FUEL TANK PER — `, A� a' 5 CONTRACTOR TO PROVIDE ALL REQUIRED SIGNAGE ;� IRR MEN >YYLS PROFESSIONAL ENGINEER 1:-,• NJ LICENSE 24GE04414400 12/23/21 wt 6 PLACE ON ALL VISIBLE SIDES OF THE TANKAFF,„ ry J " , - I•tj � �, � ,,,1.,,rE PROJECT NUMBER Y a- - ., - 331.7547.APX i ` Tt- „ fi *+,_-' �?°"l. „i SITE INFORMATION LE x -f- 165 PECONIC LN 7.71"', k PECONIC, NY 11958 ,. �3� 934 h SUFFOLK COUNTY oI FA#: 10074795 DESIGN TYPE CO-LOCATION j W SHEET TITLE or GENERATOR SIGNAGE R o SHEET NUMBER REV w� Ex v� - Sw � C06 3 p 1 GENERATOR SIGNAGE 00 SCALE NTS - - - - - - - - Y GENERAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS 1 ALL WORK SHOULD BE DONE IN A NEAT WORKMANLIKE MANNER,LEFT CLEAN AND FREE FROM DEFECTS,AND COMPLETELY 1 GENERAL OPERABLE THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENTAS SCHEDULED ON THE DRAWINGS ALL MATERIALS SHALL BE NEW ELECTRICAL LEGEND AND ALL WORK AND MATERIALS SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF A THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS,TOOLS,TRANSPORTATION EQUIPMENT,SERVICES AND ACCEPTANCE BY THE OWNER FACILITIES REQUIRED FOR THE COMPLETE,PROPER AND SUBSTANTIAL INSTALLATION OF ALL ELECTRICAL WORK ALL FIXTURES, DEVICES,AND FROM THE S SHOWN,NOTED OR REQUIRED ON THESE DRAWINGS,AND/OR CONTAINED HEREIN SHALL BE LIGHTING FIXTURES ���� 2 ALL WORK SHALL BE CAREFULLY COORDINATED WITH THE LANDLORD AND ALL TRADES INVOLVED,AND THE CONTRACTOR SHALL CONNECTED FROM THE SOURCE OF ELECTRIC POWER TO THE FINAL CONNECTION,TESTED AND MADE READY FOR , PROVIDE PROPER CONNECTIONS,FITTINGS,VALVES,PIPING,ETC FOR ALL EQUIPMENT FURNISHED BY CARRIER OR OTHER TRADES SATISFACTORY OPERATION TX 4'SURFACE MOUNTED FLOURESCENT FIXTURE WITH WRAP INVOLVED IN THIS CONTRACT AROUND ACRYLIC PRISMATIC LENS B ALL CONTROL WIRING SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR OTHER CONTRACTORS SHALL PROVIDE LITHONIA PART NO LB532-1205581/3-NYC 3 CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY OF ANY CONFLICT DISCOVERED BEFORE PERFORMING ANY WORK STARTERS,ETC FOR ALL EQUIPMENT THEY FURNISH,UNLESS SPECIFICALLY INDICATED ON THE ELECTRICAL DRAWINGS LAMPS(3)PART L RELATED TO SUCH CONFLICT C UNLESS OTHERWISE INDICATED,THE ARRANGEMENT,POSITION,CONNECTIONS,ETC SHOWN ON THE DRAWINGS SHALL BE 4 PROVIDE ALL REQUIRED TEMPORARY UTILITIES AND PAY ALLASSOCIATED FEES AND OPERATING COSTS TAKEN DIAGRAMMATIC THE RIGHT IS RESERVED BY THE ENGINEER TO MAKE MINOR CHANGES IN LOCATIONS AND _ /-� 50 WATT H P S EXTERIOR WALL MOUNTED FIXTURE W!PHOTOCELL ARRANGEMENTS WHEN REQUIRED BY JOB DEVELOPMENT WITHOUT ADDITIONAL COMPENSATION TO THE CONTRACTOR '�(�/� MOUNT 6'6'A F G TO BOTTOM 5 THE GENERAL CONTRACTORS SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THEIR RESPECTIVE WORK, HUBBELL NO NRG-301-120-PC Q INCLUDING STRUCTURALLY FRAMED OPENINGS SHALL BE CUTAND FRAMED BY THE GENERAL CONTRACTOR ALL HOLES IN D REFER TO THE GENERAL SPECIFICATION,THIS SHEET MASONRY FLOORS AND WALLS SHALL BE CORE DRILLED E POWER Q ALL WORK SHALL CONFORM TO THE ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND LOCAL,STATE AND APPLICABLE GROUNDING NOTES CODES rr HOMERUN TO DESIGNATED PANEL CROSS LINES INDICATE 1 ALL GROUNDING CONDUCTORS SHALL BE 02 SOLID TINNED COPPER,UNLESS OTHERWISE NOTED F PROVIDE AS-BUILT DRAWINGS TO OWNER AT CONCLUSION OF PROJECT - / NUMBER OF CONDUCTORS WHEN MORE THAN TWO(GROUND NOT Q I INCLUDED) 2 ALL EXTERIOR CONNECTIONS TO GROUND CONDUCTOR SHALL BE EXOTHERMICALLY WELDED(CADWELD) G OBTAIN ALL PERMITS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION AND PAYING ALL FEES REQUIRED NUMBER DENOTES CIRCUIT 3 ALL CONNECTIONS BELOW GRADE SHALL BE EXOTHERMICALLY WELDED(CADWELD) H WHEN A UTILITY COMPANY METER IS SPECIFIED,THE CONTRACTOR SHALL OBTAIN ALL ASSOCIATED CUT-IN CARDS,INSPECTIONS, TRANSFORMER ETC.NECESSARY TO HAVE THE METER SET IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET WITH UTILITY COMPANY Q 4 CONNECTIONS TO GROUND BARS SHALL BE MADE UTILIZING TWO-HOLE LONG BARREL TYPE STAINLESS STEEL BOLTS,NUTS,AND PRIOR TO CONSTRUCTION TO VERIFY SOURCE OF ELECTRIC SERVICE,TAP AND METER LOCATION WIRING DEVICES LOCKWASHERS DUPLEXRECEPTACLE,20 AMP,125 V,LEVITON NO 5262-1 Q I GROUND RING DEPTH SHALL BE 3D INCHES MINIMUM BELOW FINISHED GRADE,OR 61NCHE5 BELOW FROST LINE,WHICHEVER IS 5 CONNECTIONS TO EQUIPMENTAND ENCLOSURES SHALL BE MADE UTILIZING TWO-HOLE GROUND LUGS WITH AN ANTI-OXIDENT THE NO DISTANCE MOUNT 1'6"AF F TO CENTER COMPOUND DOUBLE DUPLEX RECEPTACLE,(2)20 AMP,125 V,LEVITON p 2 IDENTIFICATION NO 5262-1 MOUNT 1'6"A F F TO CENTER Q 1x-zizt EVIER cuRNTSED PENTs T'+1s s.ls u 6 THE GROUNDING SYSTEM SHALL BE TESTED UPON INSTALLATION THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED5 r z d �pn 20 AMP,125 V,DUPLEX RECEPTACLE W/GROUND FAULT E INTERRUPTER LEVITON NO 6599 W!LOCKING COVER 5977 OHMS A PROVIDE TYPEWRITTEN DIRECTORIES FOR PANELS,INDICATING USE OF EACH BRANCH CIRCUIT AND DESIGNATING SPARE 't7 Q a CIRCUITS HANDWRITTEN DIRECTORIES ARE NOT ACCEPTABLE tz-fs-zf R. s,ls 7 WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL SURFACES SHALL SE SCRAPED CLEAN TO BEAR METAL TO 1 SINGLE POLE,20 AMP TOGGLE SWITCH LEVITON NO CSB 1-20 2 CREVIED PER UENTCOMMENSTS INSURE PROPER CONTACT SURFACES SHALL BE RESTORED TO MATCH ORIGINAL FINISHES B LABEL ALL CONDUITS AND WIRES WITH THEIR ASSOCIATED CONDUIT AND CIRCUIT/TERMINAL NUMBERS MARKERSTOBEAS IM MOUNT 4'-0"AFF TO TOP o– REVISED PER o� ff•n-zt Dlu s.ls j i MANUFACTURED BY SETON NAMEPLATE CORP,OR EQUAL EF MOUNTTWO-POLE,20 AMP TOGGLE SWITCH LEVITON NO CSB 2-20 f CNENT COMMENTS 0 o e ALL BENDS IN GROUNDING CONDUCTORS SHALL NOT BE LESS THAN A 12"RADIUS - L� MOUNT 4'-0"AFF TO TOP C ALL PANELBOARDS,SWITCHES AND OTHER EQUIPMENT ENCLOSURES SHALL BEAR ENGRAVED NAMEPLATES AS MANUFACTURED Q ...... ISSUED POR GO sJs w 9 BOND ALL METALLIC RACEWAYS,EQUIPMENT ENCLOSURES,AND BOXES BY SETON NAMEPLATE CORP,OR EQUAL LETTERING TO BE 112 INCH HIGH WHITE LETTERS ON BLACK BACKGROUND UNLESS C 3-WAY,20 AMP TOGGLE SWITCH LEVITON NO CSB 3-20 oBUILDING PERMITRUNG wa NOTED OTHERWISE J MOUNT 4'-0"AFF TO TOP L 10 ALL BONDING CONDUCTORS SHALL BE AWG STRANDED INSULATED COPPER REV DATE REVISION DRAWN CHKD w 3 RACEWAYS AUXILIARY SYSTEMS DESCRIPTION BY BY m i 11 CABLE TO CABLE CONNECTIONS SHALL BE EXOTHERMICALLY WELDED(CADWELD) m A o J MINIMUM CONDUIT SIZE SHALL BE 314"UNLESS OTHERWISE NOTED ON THE DRAWINGS OI CEILING-MOUNTED IONIZATION SMOKE DEFECTOR 3 12 CABLE TO STEEL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED(CADWELD),UNLESS OTHERWISE NOTED o a w B EXPOSED RACEWAYS SHALL BE RUN TRUE,PLUMB,AND PARALLEL OR PERPENDICULAR TO BUILDING LINES CEILING MOUNTED PHOTOELECTRIC SMOKE DETECTOR z F © 13 USE OF NINETY DEGREE BENDS SHALL BE AVOIDED BENDS SHALL BE FORTY FIVE DEGREES WHERE POSSIBLE ;�N C CONDUIT SUPPORTS SHALL BE SPACED ATA MAXIMUM DISTANCE OF 10 FEET APART o a 14 BOND ALL SERVICE RACEWAYS,EQUIPMENT ENCLOSURES,METER FITTINGS,BOXES,AND METALLIC RACEWAYS IN ACCORDANCE SELF-CONTAINED COMBINATION EMERGENCY LED LIGHT W/(2) 'a p WITH SECTION 250 92 OF THE NATIONAL ELECTRIC CODE 4 WIRING METHODS F70T LAMPHEADS Ja DUAL-LITENO LTSRW cd A SINGLE CONDUCTOR CABLES SHALL BE USED FOR FEEDERS AND BRANCH CIRCUIT WIRING MINIMUM SIZE WIRE SHALL BE#12 wAWG UNLESS OTHERWISE INDICATED AND SHALL BE SIZED TO CONFORM TO NORMAL NEC VOLTAGE DROPS WIRE SIZES#10 AWG FIRE ALARM PULL STATION MOUNT 48"AFF TO TOP 0 T AND SMALLER SHALL BE SOLID,#8 AWG AND LARGER SHALL BE STRANDED ALL CONDUCTORS SHALL BE COPPER DESIGN GROUP B CONDUCTORS SHALL BE CONTINUOUS FROM ORIGIN TO PANEL OR EQUIPMENT WITHOUT SPLICES WHERE TAP SPLICES ARE FIRE ALARM HORN/STROBE MOUNT 80"A F F TO TOP Icmbdg.com 9 x NECESSARY AND APPROVED,THEY SHALL BE MADE WITH SUITABLE CONNECTORS IN JUNCTION BOXES .. o F EQUIPMENT 1800 ROUTE 34,SUITE 209 X C PHASE CONDUCTORS SHALL BE IDENTIFIED WITH THE FOLLOWING COLOR CODED TAPE AT BOTH ENDS WALL,NI 07719 $Ym (—I' DISCONNECTSWITCH 30=AMPRATING o i 120/208 VOLTS 277/480 VOLTS LJ- NF=NON-FUSED (732)280.5623 ten, PHASE BLACK BROWN NJ CERTIFICATE OF AUTHORIZATION 24GA28150800 PHASES RED ORANGE © PULLBOX PHASE C BLUE YELLOW w NEUTRAL WHITE WHITE WITH GREY STRIPE PANELBOARD O F NEW GROUND GREEN GREEN _ II__ D PROVIDE FIRESTOPPING AROUND ALL CONDUITS AT WALL AND FLOOR PENETRATIONS MOTOR-OPERATED DAMPER rO NE N E SEAL ALL EXTERIOR WALL PENETRATIONS AS REQUIRED �/ MOTOR VO Q 5:u F THE CONTRACTOR SHALL CONCEALALL CONDUIT ROUTING PASSING THROUGH FINISHED AREAS CONDUIT ROUTING THROUGH w a UNFINISHED AREAS SHALL BE SUPPORTED AS SPECIFIED IN DRAWINGS UNLESS CLEARLY SPECIFIED,NO CONDUITS SHALL BE GROUNDING * F ROUTED ON EXTERIOR SURFACE OF BUILDING �> ---- #2 SOLID TINNED COPPER UNLESS OTHERWISE NOTIFIED �d G UNDERGROUND CONDUITS SHALL BE A MINIMUM OF 24"BELOW FINISHED GRADE ALL UNDERGROUND WORK SHALL BE I1 I ) y O DOCUMENTED BY PHOTOGRAPH BEFORE ANY BACKFILL 15 BEGUN PHOTOS WILL BE REQUIRED AT TIME PUNCHLIST IS a w EXOTHERMIC WELD CONNECTION PERFORMED FEEDERS SHALL BE INDIVIDUAL CONDUCTORS IN SCHEDULE 40 PVC,DIRECT BURIAL CONDUIT WHEN BURIED – a¢ CONDUITS ARE SUBJECT TO VEHICULAR TRAFFIC,CONDUITS SHALL BE ENCASED IN CONCRETE ALL SWEEPS BELOW GRADE �f o SHALL BE SCHEDULE BO PVC MECHANICAL CONNECTION,DOUBLE-CRIMP"C"TYPE 0� ��O 08606� _ w y H ALL FEEDERS RUN INDOORS SHALL CONSIST OF EMT WITH INDIVIDUAL CONDUCTORS FLEXIBLE METALLIC CONDUIT(MC)SHALL ® MASTER GROUND BAR /J BE USED WHERE STRUCTURAL MEMBER PROHIBIT CONDUIT MC MAY ALSO BE UTILIZED FOR LIGHTING WHIPS,BRANCH CIRCUITS �+ AND OTHER MISCELLANEOUS APPLICATIONS PERMITTED BY CODE ® INSULATED GROUND BAR 90FES \0 / z I ALL FEEDERS IN"DAMP"OR"WET"LOCATIONS SHALL CONSIST OF INDIVIDUAL CONDUCTOR IN RIGID GALVANIZED STEEL OR RIGID 3 LL ALUMINUM CONDUIT LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE UTILIZED WHEN CONNECTING TO EQUIPMENT ® UNINSULATED GROUND BAR P P �I aJ CABINETS AND VIBRATING EQUIPMENT THE MAXIMUM LENGTH FOR FLEXIBLE CONDUIT SHALL BE 6'4" Stephen A. Bray a H 5 WIRING DEVICES ® 518"X 10'COPPER CLAD GROUND ROD PROFESSIONAL ENGINEER o N A SWITCHES,RECEPTACLES AND OTHER WIRING DEVICES SHALL BE SPECIFICATION GRADE OF TYPE,SIZE AND RATING INDICATED NJ LICENSE 24GE04414400 12/23/21 rw- ON THE DRAWINGS THE CONTRACTOR IS REQUIRED TO CONTACT ANDMEET WITH THE ry UTILITY COMPANIES PRIOR TO STARTING CONSTRUCTION THIS IS PROJECT NUMBER p J 6 DISCONNECT SWITCHES NECESSARY TO VERIFY THAT FOLLOWING UTILITY POINTS HAVE 331.7547.APX = rc - - REMAINED CONSISTENT WITH THE CONTRACTOR DOCUMENTS _ 0 A SWITCHES SHALL BE QUICK-MAKE,QUICK-BREAK NEMA 1 FOR INDOOR USE AND NEMA 3R FOR OUTDOOR USE AS MANUFACTURED z BY GENERAL ELECTRIC,SQUARE D OR EQUAL ELECTRICAL CONTRACTOR TO PROVIDE ALL SAFETY DISCONNECTS •TELEPHONE DEMARCATION POINT SITE INFORMATION v ii •ELECTRICALSERVICETAPPOINT 165 PECONIC LN vl 00 7 SPECIAL REQUIREMENTS •NEWUTILITY METER LOCATION PECONIC, NY 11958 A.THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER AND CONTROL WIRING FOR EQUIPMENT FURNISHED SUFFOLK COUNTY ^ R UNDER HVAC,PLUMBINGAND GENERAL TRADE SECTIONS of p B ALL WORK REQUIRING AN OUTAGE OT INTERRUPTION OF SERVICE(POWER,TELEPHONE)SHALL BE SCHEDULED ONLY AT SUCH FAN: 10074795 v o TIME PERMITTED BY OWNER S C THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE ADVISORY BOARD OF THE CITY OF NEW YORK(IF DESIGN TYPE rc REQUIRED)THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF NECESSARY DRAWINGS,FORMS AND ALL i ASSOCIATED FEES CO-LOCATION s a 8 LIGHTING FIXTURES AND LAMPS SHEET TITLE GENERAL o k A LIGHTING FIXTURES SHALL BE FURNISHED COMPLETE WITH NECESSARY HARDWARE AND LAMPS 9 PANELBOARDS INFORMATION o F- A PANELS SHALL BE BOLTED-ON MOLDED CASE CIRCUIT BREAKER TYPE WITH DOORS AND LOCKS zB ALL CONDUCTOR TERMINALS SHALL BE UL LISTED FOR MINIMUM OF 75•C SHEET NUMBER REV WI �r B� 10 TRANSFORMERS a A TRANSFORMERS SHALL BE DRY TYPE WITH AVERAGE TEMPERATURE RISE NOT TO EXCEED 150"C(115-C)(80-C) _ ® � 1 B TRANSFORMERS SHALL BE AS MANUFACTURED BY SQUARED,GENERAL ELECTRIC OR SIEMENS z m MANUFACTURER: CUMMINS POWER MANUFACTURER: ASCO MODEL: DIESEL GENERATOR C30D6 SERIES: 30OG HEIGHT: 1224 LBS MODEL: D03ATSA20200FGOF 7.8R 2.4' HEIGHT: 18.0".0" W WAT&T IDTH: 18 DEPTH: 12.0" I o o ❑ I ao I o PLAN N I o I PLAN 7.8' 2.4' 0 REVISED PER I0 p ❑ y D - W t2-2YZt CUENTCOMMENTS rn5 GJG W O tZ tS2t REVISED PER RO GJS CLIENT COMMENTS -iT-21 CLIENTIIED PER COMM NTS DBS SJG 00 LLISSUED FOR 1D-21-Zi BUILDING P RMIT FILING GO GJS wa REVISION DRAWN SIDE REV DATE CHKD w � FRONT DESCRIPTION BY BY cV 5 FOV OW a <o FRONT SIDE IS 2.8R 10.0, KMB a< DESIGN GROUP \ kmbdg com UTE 34 p� 1 GENERATOR SPECIFICATIONS 2 IATS SPECIFICATIONS 1800VVAU.NJ077I9EZ09 x w 0 SCALE NTS SCALE NTS (732)280-5623 O NJ CERTIFICATE OF AUTHORIZATION 24GA28150800 wz K+F JOBiF PANK CAYAC11l BLTUAI.TMRGLPAC101 UStANLF TAMPWLIGFIT GFNSU%IODDI OBNBFT FOIYL'YRiT Ik 31 61 205 GAL 96 GAL 4]S LBS C3DD6 34'X94' " APPROVED BY: DATE: �Q� NEI[/�j/ �o ~W rc :,n'd8 BRLOF MATERIA ��� T``N e9r0-� VI W W 6 OE9CRIPIION GTY ,T �_� END 64Y� S 31-- RANGE a-OPW EMERGENCY VEM 1 rAl ,L PLATEE Y $ 369JR FLANGE T NELRISURN N/I/ DIPTUBE 1 '✓ "\ Q LIP T 3210 '/ ICSSIIPERAIEDNELUNES I 7 w w I b d y 36505 iLANGE 2'NEL SUPPLY W/1/TDIPIUeE i N ID Z' rvN }, —0 U 3210 I/T FCSJ4 flRE RAPED FIIB.UNFS _ _J -- -Y L -- - m ❑❑ 7 011650 I/TOALL VALVE I I N4 o i•1 5 V I= FALGE2 LS MOAT 1 _ 4❑ WZ A W % IOOJ RANGE T FUEL LEVEL GAUGE 1 T I!, mow- I 1_C,J "I Y 3152M FLANGE T MON BROS STANDARDVENTCAP p e ® 13 G SIMMS HALFCCUPUNG T MORR BROS 90950SOPV 1 v-f� �`-`F��TG~' (-� Z n ® 27 X ❑ A 3350 Z SCALLY f7 CONNECTOR 1 lJ�O o 5 6 p 6 O 4310 RANGE Z PDS PROBE 1 C 0410 1/4 FWSHMOUMUFBNGPLATE d p o\ 25 D SPECIAL FEMOVABLEEND PAtE d-BEND 1 Kf E 9_ 211..-RDERECiRK DSNBUPW/RODEM , ASSIONP N Z N ¢ I D U T solo- I G F EMS, REf40VAELESNBUPACCESSPANEL 1 Z o III-- G 3190 RANGE 3B'EXiRA PITMG W/PLUS I lDI G7 STUB 8200 5GALLON WU.CONTARIMENT 1 Stephen A. Bray a Z TOP 8530 VENTED CONTA MENT BOX FOR EVENT 1 a Wg - 85314 4 BASIN OPENING W/CROSS BAR I Z 8310 CCLlANNFLBASINSUPPORT(CBx115) 3 PROFESSIONAL ENGINEER 1390 FAUMV15- 1 IS p AWMPAN IXIENIONIG.SA-W-IZLI 1 NJ LICENSE 24GE04414400 12/23/21 116 II 3520 RAN RUNOFFROPIION PROJECT NUMBER -�-II --{ 331.7547.APX F d 9 19 pW 1. DOUBLEWM CLOSEGIOPOIRUS Dj LOX r-20 RIVET NUIS I I 2 , I PArrtcoLOR cLOSSBUCK 19cael p0 9 13 (0260 GRIP RANGE] I NOTES NO BASIN DRAIN SITE INFORMATION rnZ 5 C 4%01y6 XIS'SLOT /RAIN 11.1110110 2]NO FITTINGS ON TANK SIDES 165 PECONIC LN �I Ny I F TYP TOP FLANGE 3]WELD COUPUNGANDPANELEXTEN$90NLEVEL PECONIC, NY 11958 m ❑p it ____________ 6011) <� _______51, � SUFFOLK COUNTY Q 0 22 O27FA#: 10074795 DESIGN TYPECO-LOCATION------- I 1. L I • I 5... ......................................o gz Lnr�Al. I 6%W/e'HOLE I 782 SHEET TITLE oG 26IBOTTOMGENERATOR 92 ED SPECIFICATIONS RO r R M 81.u unsnol SUBBASE TANK WITH RUPTURE BASIN _ Yt j REV DESCRIPION DALE BY w (u1,1,`j , •_- B UP ,,,,,„, &STUB O c,c RLti SHEEI'NUMBER REV of F oA,vmvfce JMt B X15-31461 S� e 3 DIESEL TANK SPECIFICATIONS E02 3 060 SCALE NTS x 1. EXISTING 120/24OV, 10 UTILITY METER. WIRE 8c CONDUIT SCHEDULE 2. EXISTING 200A, 120/24OV, 10 SERVICE DISCONNECT. VOLTAGE DROP MINIMUM CONDUIT ID DISTANCE (FT) WIRE SIZE & TYPE ® 160A CONDUIT 3. PROPOSED FEEDERS TO NEW AUTOMATIC TRANSFER 1� 0-200 (3) 3/0 AWG CU THWN-2 + #4 AWG CU GND 2.50% (1) 2 1 2" SWITCH TO BE INSTALLED TO NORMAL (UTILITY) /AT&T 200-300 3 350 KCMIL CU THWN-2 + 2 AWG CU GND 2.85% 1 3" CONNECTION. 300-350 (3) 400 KCMIL CU THWN-2 + #2 AWG CU GND 2.93% (1) 3" ® 4. NEW 200A, 120/240V, 10, 3—SOURCE, NEMA 3R, 350-400 3 500 KCMIL CU THWN-2 + 1 AWG CU GND 2.82% (1 3" ® N/A 2 12 AWG CU THWN-2 + 12 AWG CU GND N/A (1) 3 4" OPEN—TRANSITION, AUTOMATIC TRANSFER SWITCH © N/A 2 (1) 34" 10 AWG CU THWN-2 + 10 AWG CU GND N A (ATS). Q N/A (2) #14 AWG CU THWN-2 N/A (1) 3 4" 5 NEW 30KW DIESEL GENERATOR WITH 125A 120/24OV, ® N/A (2) #8 AWG CU THWN-2+ #10 AWG CU GND N/A (1) 3/4" 10 OUTPUT CIRCUIT BREAKER. Q ® N/A 4 12 AWG CU THWN-2 + #12 AWG CU GND N/A 1 3 4" 6. EXISTING COMPACT GENERATOR INTERFACE PANEL Q © N/A (1) 25 PAIR/24AWG CU, TWISTED PAIR, WATER RESISTANT N/A (1) 1" (CAM—LOCK) TO BE ROUTED TO THE SECONDARY CABLE FOR ALARMS FROM GENSET TO 66 BLOCK GENERATOR CONNECTION IN THE NEW TRANSFER Q SWITCH. O Q 7. EXISTING 200A MCB, 120/208V, 30 PANELBOARD. PANEL TO BE FED FROM LOAD SIDE CONNECTION OF Q THE AUTOMATIC TRANSFER SWITCH. GEV 8. NEW 120V, 40A, 1 POLE, 10KAIC, BREAKER INSTALLED Q1-2-1 G RISED PER ENTCOMMENiS Hs s s SHALL z IN SWITCH BREAKER SUPPLY". LABELED Q ,2_sz, CL ENT COMMENTS RG sJs oQ.~ 200A 1P REVISED PER ----- REVISED PER 13 14 9. NEW 120V, 20A, 1 POLE, 10KAIC, BREAKER INSTALLED 0 "'T2' CUENTCOMMERTS Des S. 00 re 12 IN PANEL BOARD. BREAKER SHALL BE LABELED a 2 1e� Tea II " SUED FOR BATTERY CHARGER". Q 10.21-Z' BUILDINGlERMIT FILING GO SJS IT ® REVISION DRAWN CHKD W N I 10. NEW 120V, 20A, 1POLE, 10KAIC, BREAKER INSTALLED REV DATE DESCRIPTION BY BY I _ IN PANEL BOARD. BREAKER SHALL BE LABELED "BLOCK HEATER/BATTERY WARMER". 3 ow I I 15 16 � 11. NEW (3) 120V, 20A, 1POLE, 10KAIC, BREAKERS a 0 A I I INSTALLED IN PANEL BOARD. BREAKERS SHALL BE ------ ------------------------- --� LABELED "TELCO BACKUP aa 0 TRANSTECTOR 13 12 PROVIDE NEW 20A, HEAVY DUTY, WEATHERPROOF RECEPTACLE IN GENERATOR ENCLOSURE FOR ATS i 2°°A E G CONNECTION OF BLOCK HEATER AND BATTERY DESIGN GROUP �= O zns ' 40A® B WARMER PAD. 1" kmbdg.com o SECONDARY ON—SITE 20AO 13. NEW 2—WIRE START CIRCUIT FROM TERMINAL STRIP IN 1800 ROUTE 34,SUITE 204 w 200A GENERATOR GENERATOR GENERATOR TO START CONTACTS IN ATS. WALL NI 07719 o f � 2OA 1 D (732)280-5623 c r� 0 A 20A F 14. NEW ALARM WIRING FROM TERMINAL STRIP IN NJ CERTIFICATE OF AUTHORIZATION 24GA28150800 wz GENERATOR TO 66 BLOCK AT EQUIPMENT LOCATION. 01 E L -_`4 20A 11 RWTm TO AT&T SEE ALARM TERMINATION DETAILS. OF NEN/ 0 �b TELCO DQaaRo 15.zDA GENERATOR ENCLOSURE AND CHASSIS SHALL BE �� Y cF N lr� GROUNDED TO NEW TELECOM GROUNDING SYSTEM. `P Q��N B A �b SEE TYPICAL GROUNDING DETAILS cij .` UO wa 16. SEE GENERATOR BONDING DETAILS. r w W y�y Io w I oz ° �O 08606N H COMPACT ©INTERFACE 3 PANEL =p A Stephen A. Bray =0 XI w g PROFESSIONAL ENGINEER oz NJ LICENSE 24GE04414400 12/23/21 G PROJECT NUMBER 331.7547.APX 24 �� SITE INFORMATION 165 PECONIC LN QI PECONIC, NY 11958 YSUFFOLK COUNTY z FA#: 10074795 al w� "4 LEGEND DESIGN TYPE CO-LOCATION w¢ _----------_ EXIST EQUIPMENT SHEET TITLE S EXISTING TO BE REMOVED EQUIPMENT ONE LINE ul F 7 7 J T NEW EQUIPMENT DIAGRAM w p SHEET NUMBER REV of ------------ CONTROL WIRING g O =p E03 W 1 ELECTRICAL SINGLE LINE 2 KEY NOTES OO