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Home My WebLink About1000-15.-9-8.1 (3) L LWRP CONSISTENCY ASSESSMENT FORM2022 IA. INSTRUCTIONS _ lr I, All applicants forpeirnits*including Town of Southold agencies,sBoard or` proposed actions that are subject to the Town of Southold Waterfiont Consistency Review Law This assessment is intended to supplement other information used by a Town Of Southold agency in j making a determination of consistency. *Except minor exempt actions including Building Permits � and other ministerial permits not located►vithin the Coastal Erosion Hazard Area. f t 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program A proposed action will be evaluated as to its significant ` beneficial and adverse effects upon the coastal area.(which includes all of Southold Town). F 3. If any question in Section C on this form is answered"yes"or no"then the proposed action will affect the achievement ofthe LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both supporting and non- supporting facts.If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertalcen. 1 6 A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Departrnent,all local l libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION ; S SCTM# 15 -9 _ 8.1 ; t2 I>RO�-TNAlV.l)✓ Proposed New York SMSA Limned Partnership d/b/a Verizon Wireless Communications Facility Orient Pon � 9 k The Application has been submitted to (check appropriate response): f 1 TownBoard ❑ Planning Board ® Building Dept. ❑ Board of Trustees ❑ I. Category of Town of Southold agency action(checic appropriate response): r ❑ t (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) x (C) Permit,approval,license,certification: ® ' 1 Nature and extent of action: The proposed action involves the installation of a Verizon Wireless communications facility at 40200 Main Road to the hamw let of Orient,Ton of Southold, _ _ 1 Suffolk County,New York(the"subject property") Specifically,Venzon Wireless proposes to install a 20f-foot extension on the existing 69+-foot above_ 4 grade level(agl)concealment pole at the subject property.Three antennas would be concealed within the resulting 89+-foot agl concealment pole,and 9 associated equipment would be installed within a proposed equipment compound,north of the concealment pole and an adjacent equipment compound of i another service provider The equipment compound would measure 32-feet-by-13-feet-I0t-inches(4431-square-feet),and would include a pier-supported steel platform(292 5 t-square feet)with equipment cabinets,main distribution boxes,remote radio heads and a 10kWdtesel-powered emergency backup generator is proposed for this site A weather canopy would cover portions of the equipment platform and would have four GPS units mounted thereon The equipment t compound would be surrounded by a 13-toot agl chain link fence,as well as nine 14-foot agl evergreen plantings for additional visual screening on the north q$ and west sides.Associated utility conduits would be routed underground at the subject property to existing connections t t i r ! Location of action:40200 Main Road,hamlet of Orient t Site acreage: 4.7t i t Present land use:Commercial Marina and Restaurant j t Present zoning classification: Marine II(MII) i 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided:- (a)-Name rovided:(a)Name ofapplicant:New York SMSA Limited Partnership d/b/a Verizon Wireless g (b)Mailing address:c/o Amato Law Group,PLLC,666 Old Country Road,Suite 901, ; i ) f Garden City,New York 11530 c Tel hone number.Area.Code( 516-227-6363 F f (d)Application.nutnber,ifany: i t Will the action be directly undertaken,require funding,or approval by a state or federal agency'? Yes ® NO El If yes,Which state or federal agency?New York State Department of Environmental Conservation i C. Evaluate the project to the following policies by analyzing how the project will further support or not F support the policies. Provide all proposed Best Management Practices that will further each policy. ! Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLIO' � Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. i ®Ye, ❑ lib ❑ Not Applicable \ t A no proposed installation makes use of existing mfrastmclme,as it involves the collocation of a Venzon Wireless facility upon and proximate to an existing wireless commtmicstiona facility on a portion of lbe overall Onent by the Sea Restaurant and Marina property The overall equipment compound area would occupy only 0 Olt acre(OL—.percent oftile subject parcel),and it would not involve the cleanng of natural areas The 20•fnot concealment 1, pole extension would conceal Verizon Wireless antennas within,helping to mitigate potential visual impacts As the facility would be collocated within an existing concealment ole on a commercial) developed property,sane would not adversely impact community chameter or open space resources Finally,the presence of a communications facility along(or visible from)the Main Road(Route 25)comdor and Gardinees Bay would not be precedent setting,as the proposed facility installation would be an extension of au existing concealment pole,rather than a completely new installation Attach additional sheets ifnecessaty i Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP I i Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ® Na ❑ Not Applicable i { i ` k Although the proposed action will not directly protect and preserve histone and archaeological resources,the applicant intends to consult with both the Town of Southold Planning Depaitment,the New York State office of Parks,Recreation and Historic Preservation and Federally-recognised fndian Tribes to ensure that the proposed facility i has been designed and sited such that it would have minimal impacts upon historic and/or archaeological resources. r Attach additional sheets if necessaty Policy 3.FAahance visual quality and protect scenic resources throughout the Town of Southold See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria ` ® Yes ❑ lib ❑ Not Applicable As with the existing concealment pole,the proposed concealment pole extension would be visible from the surrounding area.However, r antennas would be concealed within,the extension would match the existing concealment pole in structure and coloration, and it would not significantly alter the existing visual character of the overall subject property.Moreover,it is anticipated that the proposed extension, will be obscured from view from many locations by intervening structures and vegetation. .Finally,the equipment compound would be surrounded on the north and west sides by evergreen plantings to screen views from adjacent areas. Attach additional sheets if necessary i NATURAL COAST POLICIES f i Policy 4.Nhnm=loss of hfe,stiuclLues,andnatural resources from flooding and erosion. See LWRP y 1 Section III-Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑Not Applicable According to FEMA's Flood Insurance Rate Map Panel 36103C0088H,the proposed facility location is located within a 100-year floodplain(Zone AE-EL9).However,the proposed accessory equipment would be installed on a pier-raised steel platform,such that same would be above the 9-foot base flood elevation.The proposed ground-based equipment compound would also be situated outside ? the Coastal Erosion Hazard Area.Moreover,the proposed installation will result in the minimal disturbance of only 0.0761±-acre of s paved and lawn area on the overall marina and restaurant property(i.e.,an increase in impervious area of 0.00061-acre).Finally,the 1 6 proposed facility would be unmanned. t E 8 Attach additional sheets if necessary Policy 5.Protect and improve water quality and supply in the Town of Southold See LWR.P Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ Nb ® Not Applicable As the proposed facility would be unmanned,it would not require potable water nor would any sewage or solid waste be generated. Moreover,a minimal amount of impervious area would result and there would be no non-point source runoff to adjacent properties as a result of the proposed action.Thus,there would be no benefits or impacts to water quality. I i Attach additional sheets ifnecessary Policy 6.Protect and restore the quality and fimction ofthe Town of Southold ecosystems including Significant Coastal.Fish and Wildlife Habitats and wetlands. See.LWRP Section III-Policies;Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable i The nearest Significant Coastal Fish and Wildlife Habitat to the proposed facility is Long Beach Bay,located approximately 150 feet west of the proposed facility.However,the proposed installation would be on previously developed paved and lawn areas and would not result in any significant positive or adverse impacts to ecosystems. f i Attach additional sheets if necessary Policy 7.Protect and improve air quality in the Town of Southold See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ! i ❑ Yes ❑ Iib ® Not Applicable As the proposed facility would be umanned and remotely monitored,requiring minimal vehicular trips,there would be no significant 1 adverse impacts to the air quality resulting from automobile emissions.Additionally,the proposed emergency back-up diesel generator 1 would only operate on an occasional basis for routine testing(typically once per week)and in emergency situations,limiting potential impacts associated with diesel emissions.Moreover,the proposed action does not involve the creation of an industrial use.As such,it is not anticipated that the proposed facility would have any adverse impacts to the air quality of the Town of Southold. ° i F Attach additional sheets ifnecessary F Policy 8.Minimize environmental degradation in Town of Southold from solid waste andhazmdous substances and wastes. See LWRP Section III-Policies;Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No® Not Applicable The proposed action involves the construction of an unmanned communications facility.Thus,no solid waste,hazardous waste, } hazardous substances or other wastes would be generated. 3 i t f PUBLIC COAST POLICIES ' Policy 9.Provide for public access to,and recreational use of,coastal waxers,public Iands,and public resources ofthe Town of Southold See LWRP Section III-Policies,Pages 38 through 46 for evaluation criteria- 1:1 riteria❑Yes® No ❑ Not Applicable As previously indicated,the proposed action involves the construction of an extension to an existing concealment pole and installation of associated accessory equipment upon a developed portion of a commercial marina and restaurant property, As such,this project does not provide public access to,and recreational use of, coastal waters,public lands and public resources;nor would this project hinder existing public access to such resources. Attach additional sheets if necessary WORK NG COAST POLICES Policy 10. Protect Southolds water-dependent uses andpromote siting ofnew water-dependent uses in suitable locations. See LWRP Section Ell-Policies-Pages 47 through 56 for evaluation criteria. ❑ Yes ❑No ® Not Applicable As the proposed facility would be collocated within an existing wireless communications facility,it would not directly protect or promote the siting of water-dependent uses.However,improved Verizon Wireless service in the vicinity of the subject property may be a benefit to those participating in water-dependent activities.Moreover,the proposed facility would not interfere with the existing commercial marina and restaurant operations at the overall subject property. Attach additional sheets ifnecessary Policy 11.Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town waters. See LVWRP Section III-Policies;Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable As previously discussed,the proposed facility would be unmanned.Although the proposed facility location is in close proximity to Gardiner's Bay(i.e.,200f feet),same would have no adverse or beneficial impact on the sustainable use of living marine resources. Attach additional sheets ifnecessary Policy 12.Protect agric>lltural lands in tine Town of Southold See LWRP SCC6011 III -Policies;Pages 62 through 65 for evaluation criteria. Yes ❑ No ®Not Applicable The proposed action would have no impact on agricultural lands in the Town,as the proposed facility would be situated on previously developed,paved and lawn areas of a commercial marina and restaurant property,with an existing wireless communications facility thereon. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies;Pages 65 through 68 for evaluation criteria. ®Yes ❑ i ❑ NotApplicable The proposed facility would use minimal electricity and would be unmanned.Therefore,the effect on energy and mineral resources would be minimal. 1 1 PREPAREDBY I'j I j,E Projcct Manager DAJE May 17,2016 Erin Echevarda,VHB Engineeiing,Surveying and Landscape Architecture,P.C.as Environmental Consultant to Verizon Wireless Amended on 811105 projrecfindoc:29675.18_Southold INRP Fotm_5-16 eR CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: ORIENT POINT 2 F.CmuVm verizonN/ 40200 MAIN ROAD, ORIENT,(NY 111957 �� YAY 19 2717 BDDATNGDtPZ. TO7YIY OFSOUMOLD A R C I-1 I T E C T S WFC PROJECT NO: 14-10823 31TFONCVIAGY DRIVF.SI7AUKFT NY 1I717 r t11 nS914501 r-31 1,598 45" SITE INFORMATION PROJECT CONTACTS DRAWING INDEX i NMl SSDANDE REVUOSN N08DATE VERIION WIRELESS SIX NAME 'ORIENT POINTT APPLICANT NEW YORK SMSZON LIMIITEDESS PARTNERSHIP 191417147371 DWG NO DRAWING TME 4 CENTEROCX ROAD ARCIBIFCTURAL __ SFSi NYACK.NT 10994 SITE TYPE/DESCFIP110N WITHIN NEW 20 CONCEALMENT POLE FXTENSION INSTAL! _ T-IW.CO WESHEET 7/20/Ib 2 2/21/17 131 NEW ANTENNAS AND(6)DIPLEXERS PROPERTY OWNER M G H ENTERPRISES.1140 (671)323.2424 GIW00 GEN"cRAI WOTFS --- -- 402110MAINROAD,ORIENTNY119S7 7/20/If 2 2/21/17 AT GRADE INSTALL NEW EQUIPMENT CABINETS 13)NEW ROBERT NAME SP•I0000 ARCHTTECTURALSIT-c PIAN - '--- ------- ' -._—__-__ 2 2/21/17 MAIN DISTRIBUTION BOXES,1121 NEW FIRM(4)NEW GPS A-IODAO EAST ELEVATION,ENLARGED EQUIPMENT PLAN AND FENCING DETAILS -- CONSUITANI UNITS AND(1)NEW IOKW DIESEL DC GENLRAIOR ATOP ----- __ _ ---- ___._ 7/20/16 2 2/21/17 __-___ NEW ELEVATED STEEL DUNNAGE PLATFORM NEW CHAIN l&SWGCOMACT ' RYAN MAYBKK - ^---(91417ia-7371 AIOI AI STRUCTURAL DETAILS FOUNDATION PLAN AND FRAMING PLAN7120J16 2 2/21/17 UNK FENCE WITH ENCLOSURE AND NEW SHRUBBERY A-10200 CANOPY FfIMLNG PLAN AND CANOPY DETAILS — 7/20/162/21/17-- 2 _-_____.y_..___._._ A-IO3M AMDJNA INFORMATION AND EQUIPMENT 7/20/16 2 PR2/21/17 A•10400 DEiZ PROJECT LOCATION 4OPW MAIN ROAD CCNSTRUC110N CONTACT- - ---'-- I.BJNY UlIII --�-'-- 1631)23b210.8 7/20/Ib 2 2/21/17 ORIENT NY 11957 -_- _ -_----�- 1---T - - — '- - CTRICA -_____, TAX MAP INTO SECTION 15,BLOCK 9 AND LOT fl I _____ LE� --- - ________________ E-100M RISERDIAGRAM GENERATOR INFORMATION AND TRcNCMI1JG CETAIIt 7!20/16 2 2127/17 TONING DESSGN 10.70 lv'E IENGWEER)CONTACT - NELL0.MacCONA1D AL1.lEED AP (631)689.8450 EXI 115 -_ - ( TONING DESIGNATION MARINE E-IDI0.7 -GROUNDING INFORMATION 7J21/16 2 2/21/17 NO DATE SUBMISSION LATITUDE 41 IS29A(NAD 83) PSEG lONC 6l�hD COMACi - SUSAN�RUCEFDLJSOD --' (b3I)7�&604< 0 7/2Vb 67ID FOR SEVEW J IONF..RUOE -722d4191NAD B3) '1 Bf3fM IELR33)PER ATIOR&C016.6R5 ELEVATION 5*/-AMSL(NGVD 29) 7 2/2Vf7 WED FOR MING Iw ZONING JUPISDrMON TOWNOFSOUIHOLD —` WW PROJLCT CODE 2DIA1122470 —_ VEW LOCATION CODE 311201 — •CONTRACTOR SHALL COMPLY WITH THE NEW YORK ONE-CALL PROCEDURES -- BEFORE ANY EXCAVATION DRILU14G OR BORING 1) U.CONTR.CTORS MUST CALL 2TO 10 WORKING DAYS PRIOR TO START OF R VTWCELLR - PROJECT AND RECORD THE SERIAL NUMBER AND LIST OF NOTIFIED UTILITY NO DATE REVISION OPEPATORS T)AFTER CALLING THE CALLERS MUST WAIT IPE 3 WORKING DAYS AS DESCRIBED IN NYS CODE 753 AS KEY PLAN AREA OF WORK TO GIVE ADEQUATE TIME TO THE NOTIFIED OPERATORS TO RESPOND 3)ALL CONTRACTORS MUST PROVIDE AS MUCH INFORMATION ON THE WORKSITE AS POSSIBLE TO THE ONE CALLCENTEP A)IT IS SUGGESTED WHEN WORKING ON AIRPORT PROPERTY THAT THE CALLER REQUEST A SITE MEETING AS TO MALE Tf.E WORM LOCATION CLEAR TO ALL MARK-OUT CREWS Ai 5)IF ME PROJECT 6 O OR MN PAST IO WORKING DAYS IT 6 HIGHLY MC PROTECTION THAT Of THE TICKET _,�E'S 17. ° I BE UPDATED EVERY IO WORKING DAYS IN ORDER TO MAINTAIN MAXIMUM PROTECDON OF THE L" UNDERGROUND UTILITIES \ T AT LOCATION MAP KEY MAP P-1 r I'`rl S"LI'1�JG O WI`�� S✓ ' 1�x IIt�:.CE:OT\ T 'Y. !� - f 111 Ki mr,.2011 lN1U4S ver'z0nv 4o�toor64tl,Rafa`~ 'L f a ��-7 .ORIENT PONT 2' IN ^i ,,� :LA1rJ1 UL 4T200 MAN ROAD ORENT,NY 11957 CERTIFICATE `>lr t I' �. 11_ „If,' �� • MTI `�^iI - I f TLS C�_ 1 �1 ,'�f I't i i `( TITLE SHEET PROJ 3 4Skl�• �' I',�~ `J{ //.'Pf,1 Y �� 17[i (/� I ;PRO: NO Y__`�73 DEC L n i DRAVO BY 202 I L °cl;Lck By `.- °�:�,•. 3 I Pu �,^P;^;:6ir SCALE M LXiD SITE LOCATION NORTN SCALE:1"=200' J�� !'U i'I:P T_3 vrlJ ORAWt GI.O SI1F LOCATION NORTH T-100.00 IOFO ----------- --- ---- - --- -"- - - GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVIATIONS GENERAL REQUIREMENTS ph;,d+qN� G=N� ( I WARRANTIES- - SGF L-C?NG B ) 1 Information shown on these drawings is for design mien!only Verify existing conditions ( -, and ROUND dimensions m field Coordinate discrepancies with the architect andfor engineer Do not 1 The Contractor shall guarantee all labor and materials used In this project far a minimum A/C I NR CONDITI RING 10 ISOIATED METER NOW l""loll Partition „ni,I. , T•i)' AC I ACOUST,CAL ID INSIOC DtAAtETEH scale drawings IO determine dimensions period of one(1)year commencing from Ih0 dale Of foal acceptance by the client I,N ACP ( ACOUS TICAL PANEL INFO INFORMATION - ! 2 Establish lines,grades and benchmarksACT ACOUSTICAL TILE INSUL INSULATION(D)(ION)necessary for proper work from given survey 11 n (DI±1 ---- ,=t•H[r t: Iii• ADJ ACJACENT ISP INTEGRATED SERVICE PANEL dela work shall be Drooled and instilled plumb,level,square and true and inproper 2 The Final date of acceptance is deemed as the date that all required stale and federal i'0'I i'i,-, p q AFF ABOVE FlNI FLCOR approvals have been obtained Including,but not limited to Ar ED 11.•A Pl TI.11 H' rt„iJij.. F.•n-n G ABOVE FINISHED GRADE .1 A Final inspection r ACL ABOVE GROUND lfl'FL JC JANITOR s CLOSET F N•l,tt'•, ' 3 Ali Work shall be done In strict accordance with provisions of local.stale,retlerel,laws, B Certificate ALTERNATEficate of Occupancy ordinances,OSHA standards and regulations wherever applicable Contractor shall F"Ihni UU.r -x-x-x- , ,_ ATS AUTOMATIC TRANSFER SwiTCU 15 coordinate and arrange all third party special Inspections required under NYSBC chapter 17 ,�„�t ALUM ALUMINUM KW KILOWATT 3 Any deficiencies That come evident during this one(1)year period shall be corrected by +''TC f,I cel m„ r, ANSI AMERICAN TIOW,L STANDARDS INSTITUTE 4 The Contra for shag be responsible for quantities;of work furnish labor,materials and the Contractor at the Contractors expense o I' "` •'u =irI c .nom y '„fTTU„ APR ANTENNA LAV LAVINARE C, EQ uipment required to complete work ''' I (� A R C H I T E C T S -� = C •'/d;n,i lr —•— E,e l ,^nt,.i"I APND APPROVED LAN LOGY_AREA NETWORK QUALITY ASSURANCE ARCH I ARCHITECT RAL) LB(LBS) POUNDS s 5.Provide proof of workman's compensation Insurance and disability Insurance coverage \ f,FnuT„ O V I TI L'f645 qct DRn e,84511 I LT'a%I nw. per' AWG AMERICAN IRE GAUGE LL LNE LOAD 1`°)1°NV fiiSn required by governing state law prior to start of work. A-Workmanship shag be of the highest quality and done by employees skilled in the i�o I I"` i r% —r— Lib.• r-der. AWS ADVANCED YtRELESS SERVICES LP LOW-cilw I 1 n❑n.v Ka ui;"....„•,.,,,,.,,, 6 Each contractor shall be held to have visited lire site and to have verified all existing practice of their trade LTE LONG TERM EVOLUTION Conditions prior to submission of bid Notify the architect Immediately and prior to progress 6,toll IT,,, of work If unusual field Conditions arise B All work which falls to meet the standard as herein described.shall be replaced by the t ;;0nrl Jit S eau I BASE BANG UNIT MAXMnwMw th Contractor,at the Contracloes sole expense,including the work of others damaged by the A-1 ;.,Iinr k11,�,�-r-r BD BOARD MAn MATERIAL 7 The Contractor shall verify and be responsible for all field dimensions and job conditions, Initial failure or the corrective repairs —°— ''^"r t •'" BLDO BUILDING NEGATED, MAIN DISTRIBUTION BOX(E5) and shall notify the architect of any discrepancies,conflicts,andlor omissions wh1ch would t•r"f1„ry ,.. L c•n 1 nt OLK BLOCK MIGH MECHANICAL IJN•Tf r, Interfere with the satisfactory completion of the work Should the Contractor fact C All Items of work identified on the drawings to follow this tis by name,note,or material designation are —+,— 006�,14 "Air- B O BOTTOM of MFR(D) MANUFACTURE(R)(D) procedure and continue with Me work,the Contractor shall assume all responsibility and new.unless otherwise notedBSMT aASEMCNT MFR/MANUF MANUFACTURER(S) liability arising Therefrom 1 BTS BASE TRAM EVER STATION MISC MISCELLANEOUS _ 'Tin £I,•v t'Inf v'. + C til'II BUR I BUILT UP R OFING CONSULTANT SAFETY&HEALTH PROVISIONS L a•In/L r I 8 Where pipes,conduits or low tension wrong penetrate fire rased or sound rated /°r'�I ( N enclosures such as wall or slab,the spaces around such penetrations shag not exceed 12" A The Contractor shall be responsible for Initialing,maintaining,and supervising all safety U Ur"" I 1"',1'<r }� 1 un't r••,I, NIC NOT IN CONTRACT pack spaces wild villi mineral wool or roved equal on both sides of the rated enclosure (DO f-1' rL/CL I CENTER Llry No NUMBER p p nc q precautions and programs in connection vnth the performance of the Contract.The CAB CABINET NOW NOMINAL to ensure hill firelsountl rating in compliance with the lora)building code Contractor shall take reasonable precaufions,for the safety of,and shall provide reasonable Flr.,d, , CB CATCH "Al NOT TO SCALE rix. COJ UAC, Pole protection to prevent damage,Injury or loss t0 employees executing the work and other `F P ov rn"J", cDLu CODE Orv�si N MULTIPLE ACCESS 9 In all cases,drawings shall not be scaled for information Dimensions and conditions persons who may be affected thereby The Contractor shag give notices and comply with CEM CEMENT ( Q must be verified In the field applicable laws,ordinances,rules,regulations,and lawful orders of public euthonfies Q-- Pu NIH T,I,, Tec Y7 Far 111r:mt CLfJ CLEAR(MCC) OA OVERALL bearing on the safety of all persons and/or their protection from Injury.The Contractor shall 1 CLG CEILING OO(OC) ON CEWER 10.All new materials and Installations shall be in accordance%will the manufacturers latest erect and maintain,as required by existing conditions and performance of the Contract, TT v ,Iln ,,r I� q COAX COAXIAL CIE OD(0 D) OUTSIDE DIAMETER printed specifications,and with all applicable code requirements reasonable safeguards for safely and protection,InUuding erecting temporary barriers, _.�___I l I '�'r'1 CMU CONCRETE IJ SONRY UNIT ON OVERHEAD posting danger signs and other warnings against hazards,promulgating safely regulations CNTP COUNTER OPPG OOPENING PENING 11.All work shall be performed in accordance with best standard trade practices Each and notifying owners and users of adjacent sites,spaces,and utilities ON eOLUMN No DALE suBMastoN trade shall Cooperate with other trades to facilitate job scheduling and Completion =[C T PIT,AI& 4AFC I IH VICE l CONIC CONCRETE I P 1 9 P CONST I CONSTRUCTION O 7/10/-6 L4fD FOR RVEW B All necessary precautions shall be taken by the Contractor,throughout the course of the %Tri 1 s •n•UI'c U�Ir:ter CONTR CONTRACT 2 813P-62,?V11 REVISED FO FILING COVAfrITS 12.Proprietary names Identifying Items of work are used to designate the standard of to ensure that. �— t (0q) P x arzv0 isRED F(3T FILING project, O ill Y+�T+�J CPT CARPET FCS PERSONAL COMMUNICATIONS SERVICES construction Items of equal quality may be submitted for the architects review 1.Sale and proper Ingress and egress from the building and all project areas volt be i/4• •'Pabno G� t0 Hutton + t kl rr -h rid cr I CERAMIC m PL PLATE 13 Each contractor shall be responsible far an damage to adjoining remaining areas as a O Pr CTR I CENGR � PL!AL1 PLASTIC LAMINATE - P Y 9 1 9 maintained �, CORR CORRIOCR PHIL PANEL result of his work,and shall repair damaged surfaces to(hair pre-exisling conditions oras I In°I vr•Id PP POWER PANEL may be required to complete the entire sco of the work +ru Nuny 'nt '•rTn Y G De 2 Flre pratecUon and Ufa safety components xtthln the balding will be property �„ ® D I Psi POUNDS PER SQUARE INCH maintained DB(S)/(B) DECIBEL(5) PVC POLYVINYL CHLORIDE 14 Alterations to existing work shall be patched and finished,as necessary,to match sr.,l LAouNcd •Il DEMO DEMounON - existing Contiguous surfaces or new finishes shown. 3 Structural integrity of the building will be maintained Construction materials shall be 7n,❑ DEPT DEPARTMEN 8 - spread out if placed on framed ceiling or roof members Loads shall not exceed the DA(e) DIAMETER i RAD RADIUS 15 At the completion of each workdav,each trade shag be responsible for cleaning up their design live load per square foot Provide adequate shoring and or bracing where C°pl^" V,111111 DIA4 ( DIAGONAL I RD ROOF CP.NN work.Rubbish removal shag be done In a dust Inhibitive fashion,and the job site shall be structure has not attained design strength DIM I DIMENSION _ REF REFERENCE No DATE REV610N free of all debris and broom clean upon completion x rl11 �r-,rpiuri' DL DEAD LOAD I REINF REINFORCED P P -W rid N N FI REQUIRED rEY PLAN 4.There will be no creation of nurse outside the hours of 8 00 AM to 6 00 PM unless ODOW i AREA o=woRc 16 Where applicable,clean all floors,wells,doors,mise.,glass,etc leaving job free of dust agreed to[n advance In writing,with the property owner m OP DAMP PROO�NC RF RAD-0 CEA FREQUENCY /— '.1AICRI+,_ �_G%IN(1 1Hlhl ,u•iCn OR DOOR RFCC RF CONCEALMENT POLE and debris,poor to projeU completion - DTL DETAIL RFD RCOFIhG 5 Building security shall be maintained In order to prevent unaulhOrtzed entry to the �p OWG DRAWING RIP RETIRE RJ PLACE 17.Existing equipment and materials to be removed,which are not required to De relocated premises and/or secured portions thereof 1_I I itY,^,grnr J, 101-1 (I•I'Th 1•_1 DWR ( DRAWER RRN/RRH, REMOTE ftA010 HEAD(S) or retained by the owner,shall become the property of the Corlfraclor and removed from the RIM R 011 premises 6 Water,Gas,Electricity,and other ublides as applicable,shall not be Interrupted during r Y E I NO ROUGH OPENING �1xFw -r ' construction,unless reed to in advance,In wngn with the property t rt'. �r n^y 1 TI T N^vr, a9 9. P PertY owner EA EACH 18.All concrete used for on-slle Construction shall be air entrained,minimum 4,000 psi at 28 ® `YI••I c Nr,r OFS EXTERIOR INSUIFTION TNISH SMEM_S days,air entrained from 4%to 5% 7 There veli be no accumulation of dirt and dust The Contractor shall leave the area of F ond11nl r Ind ELEC ELECTRIC(A�) � work broom dean at the end of each day. Ui riot,rbrd L•gbt ELEV ( ELEVATION s SOUTH \ _ 19 Elevation Or-W is a reference of the existing grade height Notation to heights will be - Fnrl r r`- a EM ED EMBEDDED ECHO/SCH SCHEDULE tram this elevation,unless otherwise noted 0 ,r,r.D„ Jr t,r to• EMERG EVERGENCY SO STORM DRAIN 'r0,^_I ENOL ENCLOSE(E CLOSURE) SECT SECTION 20 Verizon Wireless will remove hazardous materials,including asbestos containing t EO EQUAL I SF SQUARE FOOT material(s)encountered throughout.if existing asbestos containing material is encountered _ UO '•'''ltr3 r I'rhr,:.il'hr' ETC ETCETERA See SIMILAR during the work,report this immediately to the Verizon Wireless construction manager for `" ^r"1 Inti FXC EXCAVATE SPEC SPECIFICATION remedlabon r IF ilr,. -Irf -x',r, n^,n<r EXH t EXHAUST SPR SPRINKLER (' ("it,'.I,•.I Dl wqd ♦ EXIST/() EXISTING SQ SQUARE 21 Large scale drawings take precedent over small scale drawings Detail drawings takePlu, SS(s/S) STAINLESS STEEL precedent over large and small scale drawings. 'Icr = u.Honor inh: F I STET STANDAR P. FCC FEDERAL COMMUMCATIONS STI. STEEL 22 The Contractor shall be responsible for documenting existing conditions poor to start of coul+l55'ON ITOq SrD(ucL ��'�®�� work Documentagon shall be In the form o1 electronic photographs and written description ® :I't"['ice FO FLOOR C. 5u5P suSPEN';ED of emsting damaged Items,not specifically noted on Construction drawings.Provide copies ON FouNOAnoN� of this documentation to the architect&Verson Wireless ConsWction Manager al start of -r T,u•t L FIR_EXIING(ED) ISHER work Damaged items,not specifically noted or visually observed in photographs,shall FIN I FIXTURE(EO) T TREAD iJ become the responsibility of the contraclor.Contractor shag remove,repair andfor replace FUR FLOOR TEL TELEPHONE FACILITY NOTES APPLICABLE CODES FUR FLOOR(TNG)' HK THICK(NESS) { at their own expense FP FIREPRCOP I TK TELECONU1-oliTTON5 a DISRY ASSONATIOH 'ORIENT POINT 2' `{p@� 1 New features labeled as such,all else existing or future by others ALL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE AND LOCAL FPS C FIREPROOF JELF-CLOSNU TOS TOP OF i 23 In the event of a oiscfepancy between drawings and specifications or between drawings CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION(AHJ)FOR THE LOCATION FT FEET TO S T O 5 (TOP OF STEEL) bdng the discrepancy to the architect's attention immediately,In willing,for clanficabon 2 The new public ubby,wireless communications facility will be unmanned and will be visited THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF FTC FOOTING yP IYPICAI approximately once a month for maintenance purposes,therefore It Is not anticipated to CONTRACT AWARD SHALL GOVERN THE DESIGN THE FOLLOWING CODES ARE NOTED 24 The Contractor shall take no advantage of any apparent error or omission In the generate additional traffic .G V contract documents in the event the contractor discovers such an error,or omission in the •2015 INTERNATIONAL BUILDING CODE W GAGE,GAUL UL UNDERWRITERS LABORATORIES COnUBcI documents,the contractor shall immediatelyn011 the archllecL The architect WIII •BUILDING/ZONING CODE FOR THE AW STATED ON SHEETT-100.00 GAL'J GALVANIZED I.UJ75 UNVERSAL M093E TELECOMMUMCAMN5 SYSIEV 40200 MAN ROAD notify 3 No addlllonal parking Is required for the new use,as this Is an unmanned site •2015 INTERNATIONAL MECHANICAL CODE GC GENERAL CON,NTRACT(OR) UONLIMI UNLESS OTHEfltYISE NOTED ,M'11957 then make such COrreCf10119 and Interpretation as may be deemed necessary for(UI(uiing •2015 INTERNATIONAL PLUMBING CODE On GROUND FA LT INTERRUPT UPS UNINTEPJYJPTED POWER SUPPLY fire Intern of the centract documents 4 No sofitl or liquid waste will be produced by the new use,as this Is an Unmanned Site •2015INTERN ATIONAL FUEL GAS CODE GH2 GIGAHERTZ •20151NTERNATIONAL FIRE CODE GL CLASS.G ING y FILE 25 The Contractor is responsible for obtaining all required Inspections 5 No water or sewage facilities are required for the new use a 2015 INTERNATIONAL ENERGY CONSERVATION CODE OND GROUND VCT VINYL COMPOS-TE TI-E •NATIONAL ELECTRICAL CODE 2011 GPS GLOBAL POEITIONING SYSTEM IF(V I F) VERIFY IN FIELD L NOTES 26.The Contractor shall forward final UQse-out photos documenting all installed equipment, •NATIONAL FIRE PROTECTION ASSOCIATION(NEPA)70 NATIONAL ELECTRICAL CODE 2011 GSM GLOBAL sn EM FOR UORI!E V2W/WY VERIZON WIRELESS 6 There wvgl be no CommemJal or retail signs,nor spacial[fighting for the new site other than TELECOMMU(CATIONS numbers connections,fills, etc. t of the Completed In completion of the antenna levo!including model NATIONAL FIRE PROTECTION ASSOCIATION(NEPA)SB LIQUEFIED PETROLEUM GAS CODE 2014 numbers doom tills,eta to the Architect upon Completion m�Innoorcymainlenace Dghting at the proposed equipment cabinets beneath the equipment weafne' {Foe PROPANE INSTALLATIONS) CwB GYPSUM eo.'RD%1ALL J w IN SI cele ALY V.20A CONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANOAROS' H I W/ YJ If PAOJECf NO �y- to 9'L'+3 27 The Contractor shall provide shop drawings for dunnage and canopy steel fabrication. EGRESS NOTESHC HOLLOW CORE LVD wCOD ORA1vI:Intp� ■AMERICAN CONCRETE INSTITUTE(ACI)318 BUILDING CODE REOUIREMENTS FOR STRUCTURAL HOR HEADER l WFC WFC A:CN,TECT$ 28 Prior to the final Inspection,the Contractor shag provide the following to the Arrnllect. CONCRETE HON H,.FJUWARE _ NM WIRE uESN C ECrED aY T!A -Final redlined AS-BDIII drawings 1 Maintain legal exil access for spaces being Interrupted by construction Provide 60•mato •AMERICAN INSTITUTE OF STEEL CON THUCTION(AISC)•MANUAL OF STEEL CONSTRUCTION •R/HGT HCIGH i 1 W/0 %NTHOUT SCALE --AS I'ATFD l.SO.NIMH EDMO1J - All third party inspections results aisles and a min 0144"secondary aisles for employees to exit space in case Of an HM HOLLCV!ME Pl %VIM 4YELOED WIRE MESH --- -- Uear digital photos on disk or wa email emergency when worlung within buildings Maintain aisles free and clearfrom obstruction •ANSI TIA'EIA222-F(REV'G'WHERE APPLICABLE MUNICIPALITIES REQUIRE)STRUCTURAL Iia HICt'POINT WY/F WELDED`ARE FARR C OPAVa G NO STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES -Generator start up report(When generators am installed) Provide temporary will diagrams.mounted In conspicuous locations for all to sea, •TIA607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR `TTG F'EATINC ) �-� �I��oI CeNficate of Electricians Certificate and grounding test verification TELECOMMUNICATIONS .nAc &AIR G v�TIbwTiON @ NR C;)N TICNING }`2 Mainlam exit and emergency Iighlmg for adJacenl occupied or tenant spaces during the •AN51 T1 311•FOR TELECOM-DC POWER SYSTEMS-TELECOM ENVIRONMENTAL PROTECTION SHEET NOtL%+ �I souse of construction Should any of these systems require shutdown•nobly the Veteran • ANSI ICC A1171.2D09 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES Wireless project manages ta WOting,with 72 hour notice. ■ICC/ANS11171-2009 ACCESSIBILITY CODE DEC 2 0 2021 I. _.. Board Of i Flst(?c,; I 1 1 ONTRACTOR 15 TO RESTORE ANY AREA MICH IS AFFECTED BY THE FLOLY 1YIRE FENCING 1911D OR \ INSTALLATION 0.ANY ITEMS ANO/OR EQUIPMENT WIRIIN THIS SCOPE OF ! i 1 STAPLED TO P05T � 8 f` li 6 WQ(tK ( ` (14-1/2 CA 6'%8'kESH) 3 L U 9 /H 0 6 f 0 f -Fi.LES To BE SET \ I CONTRACTOR TO PROVIDE SITE SPE FIC SIGNAGE IN ACCORDANCE LATH \ VER20N WIRELESS PROJECT TECHNICAL SPECIFICATIONS FOR SITE SIGNAGE BOTTOM OF DRAINAGE FILTER FABRIC(MIRAFI STAKES )'' ON URAOE \ f _ CHANNEL OR SLOPE 140N OR APPROVED (SEE BECTON) (SEE SCCTvY) E51O 3 I ML TRENCHES TO BC HAND EXCAVATED AND BACKFLLED TO ENSURE EQUAL)ATTACHED TO P TH�'EXSTING UNDERGROUND UTILITIES ARE POT DISTURBED MAKE ALL PVC WIRE FENCING TES WOOD \ O ITS WATERT 47 TEST PRIOR TO BACKFILLING FENCE TO BE ANGLED SPACED 24'CITES POST a \ TOWARD SLOPE IN TOP AND RAIU SECTION - BUILDING VSRE OR 4 THE CONSIRUCTION AND PLACEMLNT OF THE FACIUIY WILL NOT DRAINAGE CFIANNELS_-- - TWINE(TYP) 2'%2•STAKES IRREPFERE W,TH PUBLIC SAFETY COMMUNICATIONS AND THE USUAL AND CuLNNTY TRAYSMISBION OR RECEPTION OF RADIO TELEVISION OR OTHER ,,,-POSTS(THP) I (Z•JO EACH BALE) COUWCATIDNS SERV;CES OR WRH ELECTRICAL TRANSMISSION IJWFB COMPACTED l4'z 18' 36' \ PACKnLL STRALV BALER \ SfISRIHG"BEES,LOW LYING VECEIATIUN TRNIF.RS AND BOATS IN AREA 6'X6'TRENC OFWCNSTRUCTIONTOBECLEARED PPIOR TO START OF RADE EIT RFROMCORU_ - UiiL11Y LIN FROM 6!IALL NEW LANDSCAPING SHALL BE PLANTED TO PROVIDE CONTIGUOUS A R C H I T E C T S SIU FCNCE'� �� o E UTILITY POU §35 SC EENING TO THE NORTH AND WEST OF THE NEW EQUIPMENT AREA ` a GRAC \ F. __ r \BEYOND I I I_2AncH10I0OYDPIVL%FT\VI.i`8111713 DRAINAGE CHANNEL — �e- I 7 LANMC-6 TO BE KEPT IN GOOD/HEALT%LONOTTION AND SHALL BE P oil 6B9S360I F 651(AI)ELF591 o.`w,.IUI,.,•m 6'PENETRATION INTO OR SLOT COMPACTED BACKFILL \ CROUND(SEE BECTON) BEYAll57N s i°� •� RE~�LACED SHOULD ANY TREE(5)DIE AT ANY POINT DURING THE DURATION OFI THE SITE BEING IN USE NOTE PERIODIC IAN CE IS REQUIRED AS NEEDED TO FEN AND FABRIC T� // \ REMOVE ACCUMULATED HATERILLS A!0 REPAIR FENCE EXTEND IRTC TRENCH O HAY BALE DETAIL / / a \ SILT FENCE DETAIL 4 FRac1aN ONTRO M A.-RP IR c / , 3 SCALE N?S / / \ 1 DURING TPR COURSE RE CONSTRUCTION CERTAIN EROSION AND VE SCALE N T S / .�<� A q� V TRANSPORT CONTROL 47NT TO FIAT BECOME NECESSARY TO PREVENT ThE \ \ Wim \ TRANSPORT O:SEDIMENT TD OFF-BRE AREAS,PONDS.WATER COURSES NOTE DRAWINGS DEPICT THE INSTALLATION OF NEP!VCRIZON WIRELESS ANTENNAS,CABLES AND ETC THAT SHALL BE MOUNTED WITHIN A / / � �.P'��\ \ x\ DRlAINACE INLETS.RECHARGE BASINS WERNHDS.ETC ACTUAL CROSION NEW 20 EXTENSION TO THE EXISTING CONCEALMENT POLE A STRUCTURAL ANALYSIS SHALL BE PERFORMED BY A NEW YORK STATE / t Xi- MEASURES WILL BE DICTATED BY FIELD COtJDITi0N5 AS LICENSED PROFESSIONAL ENGINEER(NOT WFC) SIGNED AND SEALED DOCUMENTATION FOR THIS WORK SHOULD BE FILED SEPARATELY AND / /(\ 1 CONSTRVCTON PROGRESSES,BUT THE FOLLOWING GENERAL CONDITIONS OONCUFRENTL7 LVTIH THESE DOCUMENTS ALL SUCH 5'/CRTC HAS BEEIJ PERFORMED BY OTHERS(NOT WFC) \ / _yO SII.'V.L BE OBSERVED CJr6UlUM PROPERTY LINE,TYP =� \ ` A EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND \\ REMAIN UNDISTURDED WETLAND DELINEATION SHO-HEREON IS BASED UPON A SURVEY PREPARED B' NYSDEC Freshwater Wetlands / / / \ B CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO S MINIMIZE THE SIZE OF EXPOSED AREAS AND TINE LENGTH OF TIME HAWKINS WERB JAEGER PLLC,560 WALT WHITMAN ROAD,MELVILLE.NY 11747 (631) \`l ' THAT AREAS ARE CIP05ED 732-7777 LINEA ONO NOVEMBER 15, MED PROJECT N. 06-0039) SURVEY AHD EXISTING { O \SCO\ / / / \ j / I C THE LENGTH AND STEEPNESS OF CLEARED SLOPES S-FALL B<' WEILAN0 DELINEATION ORIGINALLY PERFORMED ON PAWL 6,2006 BU MI OAS �� / / o 1 MINIMIZED TO REDUCE RUNOFF VELOCITIES \� D RUt'OFF SHALL BE DIVERTED AWA"FROM CLEARED SLOPES E SEDIMENT SHALL BE TRAPPED ON THE SITE ell 41, -dip'• r F ECIFIC NTENANCE OP EROSION S AND ATERIALS CONTROLEMPLOYED EASURES I SMAHE LL ICONFG CON AND NFORM 'THE \\ �' N YORK GUIDELINES FOR EROSION AND SEDIMENT CONTRCL'. �F �� S '�P � Y' NO DATE SUBMSSION NEW MENTION WIRELESS ELECTRIC CONDUITS TRENCHED p + 6 0 2 SEDIMENT BARRIERS{SILT FENCE,HAY BALLS OR APPROVED EQUAL) 1• UNDERGROUND FROM NET,VERIZON WIRELESS ELECTRICAL METER Q E%35TNG A�a S 'L BE INSTALLED AS REQUIRED ALONG THE LENDS OF DISNRRANCE 0 7!20/1! 64FD FOR GtVEw AND DISCONNECT SUPPORT RACK TO NEW VERIZON WIRELESS G �' A90/ +,/ J MARINA F THE DURATION OF THE WORK NO SEDIMENT FROM THE SITE SMALL I 6ATP8 REVISED PER ATTORNEY 00*14DITS -I ELECTRIC PANE.MOUNTED ON NEW ELCVATED EQUIPMENT \S�.(,0 p`C/ -.9 7 \\ +� I R R31RTD TO Y/A5.1 ONTO ADJACENT PROPERTIES,V(ETUVJ^u5 OR 2 2/LyTF RyFp POR 3TJU^ EADS PV.TFORIA ti OCG fl\F.C• Vit/ 1 n J(� '\r on,'� / NEW 14'-0'NIGH X 6-0'WIDE EASTERN RED IfL / / , / 3 GRADED TND STRIPPED AREAS A70 STOCKPILES SMALL BE KEPT _ CEDARS AT 6'-0"0 C TYP OF(9) �1 / y1 pB LRED TROUGH TPE USE OF TEMPORARY SEEDING AS REQUIRED VV / ty'y m \ J C E• SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION ��'''�--\\\\\\ A, ISE CC RECOMMENDATIONS CLOSEST DISTANCE BETWEEN LIIARS OF l / J` q 'yq�^ C m mem®� j, �'£ //� 51 DRAINAGE INLETS INSTALLED AS PART OF INET PROJECT SPALL BE CLEARING AND WETLANDS \ /'/ �' / JJJ H - -- - 't 9• + EXISTING / o i P((0.'ECTEO FROM SEDIMENT 5UILDUP THROUGH THE USE OF SEDIMENT w • �m iRhJSFORMER,METIER �/+ 0fp / BARRIF_.SED.MFtR TRAPS,ETC AS REQUIRED NEW VERIZON VAflELE55 EQUIPMENT CABINETS /f +' p`j�. AID DISCONNECT 4oJ , P MOUNTED ON NEW ELEVATED GALVANIZED STEEL ` \ e / 5 PROPER MANTEIJAJCE OF EROSION CONTROL MEASURES IS TO BE PLATFORM SEE 2/A-100.00 FOR MORE / •LP o-y, EXISTING RESTAURANT AND~ PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR INFORMATION- - / ��, 'Rc }� /r7 P OLONCO, STORMS MA4SEDIMENT MEASURE$INCLUDE,BUT ARE NOT NO DALE REVISION i+ \ / (Z`qSj• MARINE FUELNG STATION /s LI RED TO.CLEANING Of SEDIMENT BASINS A,ND TRMS,CLEANING OR R Pa1R OF SEDIMENT BARRIERS CLEWING AND REPAIR OF BERMS AND KEY PLAN D ERS'ONS,AND CLEANNf AND REPAIR OF INLET PROTECTION PTEA OF WORK EXISTING GF COMPATIBLE ^a i- CONCEALMENT POLE WITH NEVI 20'-0' / j M1� �// \ St /+ y 6 AF MEANS SMALL BE USED TO CONTROL DUST DURING EXTENSION / / \ // 6 q'J�\'' y \ ! C NSTPUCTION ----_— J `--T '' 7 A SABILZED CONSTRUCTION ENTRANCE;HALL BE MA MANE D TO PREVENT SO,L ANO LOOSE DEBRIS FORM BEING TRACKED ONTD LOCAL RA THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE _ 'V S .11 EIS PERUANENTLY STABILIZED � SEDIMENT BA2PIER5 A140 OTHER EROSION CONTROL MEASURES SHALL REMAIN W PLACE UNTIL UPVND DISTURBED AREAS ARE PERMANENT' S JL + p0,1, .A /;/` ?56 / LINE(-----) /� S(PBILZED '3TER PERMANENT STABILIZATION,PAVCD AREAS S4PLL BE \4 1 t O c 1 . '' AEPRESEMS LIMBS OF /+ CLEANED AYD CRAItAGE SYSTEMS CLEAIJEO'AND FLUSHED AS NECESSARY &OMEVJ0= / S% cLEARWc,cRADNNG ANo I ( / + /-EXISTING M1 ,DIY' GROUND OISTURR4YCE �j 9J CONSTRUCTION ACTIVITY -011UDOI PPMNTION NOTE. / /+ EROSION AND SEDIMENTATION CONTROL PLAN SHALL CONFORM TO THE 7I / BT{0•-0. /�,-9• 1 CARINA r J ��l EROSION AND SEDIMENTATION REQUIREMENTS OF THE NYSDEC SPECS GENERAL PERVIT GOR STORMWATFF DSCHARGS FROM CONSTRUCP,ON TPATY. 0 1Q THE CONTRACTOR SHALL USE Y Y BALES,SILT FENCE OR OTHER GJQ�Q AAPROPRATE AI OWNS, ANS TO PREVENT SEDIMENT AND DEBRIS FROG!WASHING NYSDEC T�ldal Wetlan¢sf"r �` + 5�{ \ .`Y(. I!f0 DDA NASE INLETS EROSION CONTROL MEASURES SHALL B IN Ar SED NENTC.THE NEW YORK STATE GUIDELINES FOR URBAN EROSION I 1 /+ AND__DIMJT CONTROL 1 / // a1"OpaO Ij ALL TMEASU TO 6E PLACED MUST BE PRONGED BY ST IN C70R verizo� • �' Xa >DQ¢/ + J�GJv' 'I TAKE MEASURES TO PREVENT POLLUTING AIR WITH DUST a\D \ � .3,00 / I �' 'y ��\ M •� ,Fj'// �1F J� PI;RTCUTATE'MITER ALL SLOPES GR&JFR THAN ,3 SHALL RECEIVE EROSION CONTROL \ 1 r(F• �)" / STA6,L7A7'AN GA5RIC REFER TO GRADING AND DRAINAGE PLAN AND 6• `�� \ /+ NEW 14'-0'HIGH X 6-0'LADE LANDSCAPE PLAN FOR ADDITIONAL INFORMATION roe Y 4J J + VENT PLAN EASTERN RED CEDARS AT V-0'CC •ORIENT POINT 2' Oe / + Si(NtM Y,.TFR PLN-Crc W.NAGF q Sf // �o \ / 2 CIC �'F11F1' NO:-_ SHALL BE SET PLUMB REMOVE MittE i'All STORM WATER RUN-OTT C-ENEAAIED GY THE NELV DEVcI.OPMEM /+ 4'DEEP FROM AROUND TOP OG ROD'BALL LEAVE I Sf1Alt BE CONTAINED ".,(THIN TPE PERIMETER OF THE NEW CONSTRUCTION _ I / SHREDDED WOOD BURLAP IN PLACE.ROLL BACK 1/3 OG BURLAP CHIP MULCH (REMOVE.UNLESS BIODEGRADABLE) 2.Al CON'aTADCTON LN SIE SH,•LL BE PROTECTED BY HAY BALE AND �MAN ROAD I{ SLLT FENtlNG PURSUANT TO "H NIMUM REQUIREMENTS OF THE NY ' s ON!/ )� 5..'G STORM.PATER DESIGN MANUAL THESE FEATURES SHALL REMAIN IN NY EXISTING BOAT 12• (1 UK UNTIL THE CONS'RUCTION SITE HAS BEEN PERMANENTLY STABILIZED } LAUNCH RAMP ON RLL IIDFS 6'SOIL SAUCER .dQTE, To PREVCRT EROSION I( 34B� -_-- 'L INFORMATION SHOWN HCR N IS BASED U=A SURVEY PREP..R" 5Y 1 HAW)N L5EB8.'J rm.E4 rLIG.560 WALT d7BINAk ROAD•IAEL\1LLE�NY 11747, yl Jy WORK MUST COYGORM TO'EMR FLOOD ZONE REQUIREMENTS TIRE: -1-- �Q+ +• (631)732-1777,(DATED NOVEMBER 1ST 2014 PROJECT NO 00-P099) _ / o° LaT;NNc _ I ARC19iECTlA2AL SITE PLAN Y3DEC /ti BULKHEAD I -- " Tidol Wet! '`�- f `> ZONING TABLE ARTA r - ,Rlc29A,NAD q; `� ( r•� LONGRUDE. -7124419(MAD 83l \ SJas4'aoYi _ ____/'; �'�i H14� Za lt)6 R:O,IIFFtAt1!7s -'"n;o FI aI- I DaIE '--- uru20u ENTR4JCE�Y G CD /`.``// - ��/ I )"L.t I L u 7J16Vy-A';n"I- EEVMOt1 5+i-.VMSL INGIVC 291 PiOJa"T NO 14- DN�Rg�eq REQUIRED NEW TAX MAP TIC SEC1100 15 BLOCK a AND LOT B 1 DRAWN BY EXISINc s•DREL'NE .,. it JaNIN4 DmKTcr loop u ROLL 1-0K / / x'80-SB MAYJUWI�N i9—_%;lOP1E5 20 69'TOTAL MONOPOLY CHECKED dY• Bdm AP 113_/' /�f , ;r\r ,`�� f\L// / ( ) I �,'\�`'��rr \ \ §250-55 VNNUM FRDl VARD 35' 694'-7'(COU^JND} i=uCNu O5i1GVA7IDN IMRL`IE L' SEAL -- i t —A—A— A"NEMA CABLE C4 LVUJG 110' BACKFNl TOPSOIL §2S0-S6 MtCVUU RFIR YARL1 2S' 197'-B•(CCNP,VND) 20 0 60' ARCHITECTURAL SITE PLAN I—EIT--E— ELECTRITELC C CONDUIT \ TREE PLANTING DETAIL URE WITH — - - -- S P ®® ® ' �/]\ §280-55 tlJL4UM$pE Yom- 25_-- 7'-3'(CCMPG'.I�HO) - I 1 DEC 2 020,21 1/ ` --j�E—i�E- TELCO Q ELECTRIC CONCUR G FEROUZER AT §290-56 AC7ECATE 5TE YARD, SO' ASO-II- COM�GUND ) 1'=A0'-0' • 1 . SCALE= 1'= 40'-0` �,/ SCALE = N 7 S THE RATE OF 5 ( ) NORTH SHiE r� 3 'a- LB.. PER YARD 4 Board QT _I i((:=FSI=Cv- I �-NEW VERIZON WIRELESS NE BRIDGE\00TH(12j•NEW LEASE 7/B•0 ANTENNA CABLES DASHED LINE REPRESEN75 NEW VERIZON WIFELESS WEATHER (3)NEW VER ON YTIR..NWA OISIRIBUTION BOXES MOUNTED 70 NEW UNISTRUT CANOPY ABOVE ' ,BANE 103.00&1/A-104.00 12',(12'-U'SITEPRO GRIP-SPAN ICF BRIDGE KIT(MODELpB24D-V)W1TH 1 NE1V VERIZON 4IRElESS EQUIPMENT CABINETS ATOP NEW STEEL DUNNAGE EOUIPME.NT Z-BRACKET TRAPEZE OR EQUAI. -' a -� (12)NEIY VERIZON WIRELESS RRH UNITS(STACKCD)MOUNTED TO F ij A- NEW UIJISiRT FTtNAIE PFc DENTIN 4/A-trt nn PU7 OFM WITtH NEW FEATHER CANOPY ABOVE SEF DETA!I 5/A 103.00 p I NEN VER120NI\'IIRELF55 IOKW DIESEL DC GNEFtATOR Wt1N SOUND ENCLOSURE J 1� al ;i NEW VERIZON WIRELESS STEEL SLVR DSET IESEL OP N ! ATEDED WITTEEHIN"ENNNAGE EQUIPMENT PLA`FORMSEE �14 CPL _�-_�-----_- „__,-- '-----_- --�_ -_------�^_-_-- 2/E-100.OD.I PROVIDE A rMv STL SPILL RCONTAINMENT)FAN BENEATH THE 1 (6)NEW ANTENNA GOA%CABLES SECURED TD ''11x�---- GENERATOR WITH SLEEPER BE.VAS- -- Z-TRAPEZE WREN NEW SNAP-IN HAl1GER5(EYP) t,Ir X x (3)NECVFF177N WIRELESS SECTOR II ------,v-- x\Y- I,,1 170 __I AJv'TNNAS ANO(s) I,I' +rr;r FW to l; �'1 { RL 15:.4 aD uH uLW {, A R C FI I T E C T S i p NEW DIPLEXEFS L E%ISTNF.AT&T FOUIPMFNT ' 4 I — '� I Z MOUNTING WITHIN PI ATFDRIA I )I I�r II i I (Ili :1 1l O RV 20'EXTENSION I),I,I{iF�r .��.Il,i�l'a,ll,l,j�, il'`I'' It- lb1 FH.11hOLKTt,i OIU\2 SITAUKfT,NT 11733 N N OF EXISTING I wI ^f'T' I , I'I I't i"f�'I II I I �' ), i MONOPOLE \ I I I�•-,H-_,-`__,_______ __ -___ ___ I C[M'1U7QN 1 1't.11 6B'I vA,O I I fill nw B 5'>I u.+...I.+la...u. (WATERPROOF SEALANT / I I`ail I 9717 j1 �l'� 1•�I EXISTING I 3/4'CHAMFER '� ERODE W CONCEALMENT Z POLE I I I ;14 i WITH 14EW _------ EiTTi D ` _ _ _ I I II _ 7 20'-O'EXTEN90N I I -CIG 1 U I "1i '-' vn { WEATHER CANOPY P STS �- %FRONT BENWEATHER I ' rill �I ll I} II' II i NEATHPANT PORTIONS OF POST TO BE I IW I COPY TYPICAL FQ'2(3) I I '�i ly,',.• I, _ t , EMBEDDED IN CONCRETE WITH GUT-EACK REFER TO DETNL I "" ASPHALT PAINT,TYPICA_ j I�r'jl�LiI�•'��II_`";',l7f'�L`!�I�' l�1l I MAT NE!DC GENERATOR DISCONNECT— ;.::K •POURED CONCRETE FOORNG,SET PIPE MOUNT :'J IL S INDIATED WITHIN CONTRACTOR 7FC TRENCH AS - INSTAILATON OF'ONCR[fE TO ENSURE PROPER INSTALLATION STRENGTH CONCRZE TO -- - ACHIEVE A COMPRES9'VE STRENGTH OF 3 000 ! i LBS O 20 DAYS,AIR CNTRNIJEO —x—x—X—X x -ty- X— �1x— x— —X—x—xZo-x— !t —X T X 26._0. UNDISTURBED EARTH GRADE WITHIN FENCED ARE4 TO BE 32'-0" FINISHED WITH 4'CRUSHED STONE NO DATE SUBMWION 12'P SONONBE FORMED CONCRETE BASE _I OVER LANDSCAPE FABRIC ` () 0 LX16 IXFOR FEVEW/ 1\11�I 4 NCV!VFRRON W14E1L55 CPS UNITS MOUNTED TO NEW WEATHER CANOPY �k I NEW CHAIN LINK FENCING WITH PRIVACY SW75 2�2V16n 65C®F�OT f �`CFJIkHTS NEW!4'-0"MWE SY.91JC GATE �I - NEW CANOPY POST TYP FOR TI I NEW.N 11111) 1.TE5 CAB(CONDUIT TRENCHED ME FROM NEW M/ J NEW EXTERIOR FIRE QUAL ATTACHED CABINET BY JONSECC. VAB(NET WITHIN TELCO CABINET TO EYLSTING MESA SPAN M/N JB%ND OR ADE"LAO E'S* ATTACHED UI PLATFORM CABINET WRHIN IXISTING AT&T COMPOUND RAILING AND PROVIDE'1ARSN'S'FIRE EXTINGUISHER MP-20 --'---- 7 'T+ ' (10)NEW'-RIZON WIRELESS HEUCADEEL rILEs(32O' t PILE CAP)S ETE UALPIERWITH CONTINUOUS CONCRETE -- PILE CAP)SEE OETAR. WITH 01.00 NOTE.CONTRACTOR SHALL TURN SH(1) ICE BRIDGE DETAIL ENLARGED EOUiPMENT PLAN LADDER FOLDING TABLE AND FO DING 1-4" 2-B" _ CHAIR AND CHAIN TO PLATFORM RAILING I 4 SCALE_ = 1'-0' uPory coNSTRucnoA cOMrLLT101N 3/B pmm6__=_..j NORTH ND Dare REVSOJ KEY PLAN AREA Df WORK (12)NEW VERIZON WIRELESS 7/6"0 ANTENNAS CABLES kCM1REO WITHIN EXISTING 4'-O• JR 5/ OD TCP -_- -'� ' - I CON"U" POLE AIL NEN TREES AROUND B.OK AND SIDES OF NEVI VERIZON WIRELESS COMPOUND TO _ MATCH EXISTING TREES AROUND AT&T COMPOUND REFER 70 SITE PLANg•�+ 1/SP-100.00 AND OETAL 2/SP-100.00 T -•I•Iv"•R mml'7nllny.•r,1 �� x R OE DIAGONALNEW13'-0•HIGHGN LANK FE;JCING'.NRH PRNACY SLATS RAC S AS(<)NEW VEWZON WIkCLESS CPS Uh§TS 6t0UNTE0 TO NEW WEATHER CMOPf EOU RED,TYPNEW VERIZON i..RELESS E00PVET CABINZS ANO 10'AW D'ESEL CC J ( i GENERATOR WITH SOUND ENCLOSURE SET ATOP NEW ELEVATED 'C a GMVAVIZED SE_°L PLA7FORM n NEW TREES(BEYOND)AROUND DACN AND SIDES OF 14EW VERIZON WIPELESS n COMPOUND.O MATCH IXISTING TREES AROUND AT&T COMPWND REFER TO SITE p PLAN 1/SP-100.00..ND DETAIL 2/SP-100.00 X ` In cW, Q --E%ISONC AT&T FENLED W EQUIPVET AREA TO REMNII TENS ON BAR E S71NG TREES AROUND EXSTING AT&T COUPOUIJO TO '= 1 5/6"i0P RAIL •i r o REMAIN I. LATCH WITH CHAIN LANK FENCE t„t.�} u - -I aO Jo��TI• 5 y.�>F,a., ING SYSTEM WITH LABVIS'ABOCKNG/PAOL EK INS ANTI CLIMB SLATS Iver'■ z®nv GATE LINE AND CORN P POSTS 0 0 l 0 ..•.::s \'S�' '%'�vY< I r oc/MAX SPAACINIGt o-o• 4 � " 'fr, ;S. - •;>'� '• •;'%i,Zk,' 4•TNK LAYER of 3/s• - - ^-� w.{ ,,F s,;?,',';i.;• r 2"D BRACE 'ORIENT PONT 2' �J �J �N;rt h !f'`}s.�.J•V• STONE OR GRAVEL `Zr`/•\� 1 R 4 N f„��-'�Y-':' z.t•� ..,�•%�;"F„'� {y�55i 2?jY3la � � 1 5I6.8077000 FAL �� •� _S }1 < -:stF,' yk� a•' �`i ,.;'�. c- I I 3" D CATEs ml O '`fr'^'( ��.„FC:,S`\.�" -'a3:`.: iF `YF%t3:'F✓ �'{F) f d POS 'IIRASGiPE FILTER 1 'u FABRIC E 40 (41 �� 1 , , / 4"STONE OR GRAVEL. -i 5 OD CREW, IC RAIL (TEN i I I I I I I ,-L -, -•-°- - - �--'- -'- (TNSwN wIx I I I I I I I E ,• z i�-` •I I I It GPNGAL) , , `. 1• 4-6•e sG•IDroBE I `'/� K fir/ TRE I I I I I I I Y tJ I FTXTMFJS c6NCRe,E I i •I I ./\ 'I I;_, EAST ELEVATION, i I I I I 1 FoonRGs i I i I 2.6TREPRTEDSSU PRESSURE SET a.' j i 'L/ FMM P AN AND U LJ L � � �� '1 11.1 � ENLARGED EQUPMBJT PLAN AND I'' PNHT PORTYJ\S 0'_1 I I EXISTI'G i EKCrN(NEW FENCING I•I I POST TO 6E EWITH C(„i I'' I FENCE LINES OF NEW • DATB dLY 2076 C CO AU A HAL i I �, �- --- � I L 1 CJi-BACK ASPHALT I I � PANT,TYPICAL. I I I 1'-0"0 SONOTUBE FORMED V/ / PKOIECT NO, 1<-17027 ._-(10)NEW VERRON WIRELESS HELICAL MLES(z20' _ _ I CONCRET2 FOOTINGS �' yT(t{ NOTE DRAtWNGS Dt7'X:7 THE RI-LARCRA OF NCW VERROiI WIRELESS ANTENNAS.CABLES;V.D 7C THAT,SIIALL BE MOUNTED WITHIN A NEW 20'EXTENSION TO DEEP/CONCRETE PIERS Y!@i CONT:V000S c7,CRETE PILE FENCE FldTaC SILL 8E GALVANIZED STEELNMt.S�H rS:RUGS AgTFI PRESSURE TREATED /�� DXAMTJBI A},1 i TAE EXWNG CONCEALMENT POLE A STRUCTURAL ANALYSIS STALL BE PERFORMED BY A NEW YORK STATE LICENSED PROFESS.'C..NAL ENGINEER(NOT WFC) SIGNED CAP 2"OPENINGS FU10E FOSS SHALL BE 2 1/C{GJ510E DIAMETER WOOD STAKE AT 4'OC CHECKED BY 'IA- �- -- •<-•..+ AND SEALED DOCUMENTA ION FOR THIS WORK ShOULD BE FILED SEPARATELY AND CONCURRENTLY WITH THESE DOCUMENTS ALL SUCH WORK HAS BEEN PERFORMED GNVAMZCD STEEL,SCHEDULE 40 TOP AND BDifOM RNLS SHA SCALE AS NK IED [ BE 1 5/8`OUTSIDE Db\ME.iER 5CIICDL'L 40 ENCE r05T5 S NEW CONCRETE FGDiINf. --- I BY OTHERS(NOT WFC) INOJAC.N, DRAWING HO'BE SrACEO A MAXIMUM OF 10"-C-INCHES ON CE4TER ull SH AND INSTALL SWIW4 GATE AND ALL NCLESSVYwARDWARE CJD STANK GRS REWIRED TO PROV.O� H ®®•®�1�EAST ELEVATION y.�.�� 3 TYPICAL_FENCE D AIL I OMPLETE CHIN LANK CA INSTAW\i ON ROVIDEPRIVACY SLATS TO MATCH 3/16'_ SCALL m 1;2-- 1'-0• ENON sHEE7 HD-- a Gp tp I li I l..I �. DEC 2 0 2021 , Sc,lAhol(r „1.; A 1 I I (2)3/4"A325 GALV STEEL BOLTS, A 101 I NUTS AND SHERS TYP PER NEW W12 x 26 I NEW 1-1/7"m PILE WITH 10"/12"O LONkECTION i HELICES,TYP FOR(10) (2)GALV STEEL L4x4x5/15x6'LOVG CUP ANGLES, Off /�• �TYP PER CHANNEL 32-0' 4._4. B-5--- `12• g Iz' FE. rt I8._e. I rt 8._B. 1 ♦ 12"x12'x3/4°STEEL PLATE WITH(2)i/2'4I - 12"LONG ANCHORS YIELDED TO BOTTOM OF PLATE PROVIDE 2'HOOP.AT BOTTOV �6 Q6 x—x x x e'• . •'e .. , 1°•,4 .I' ' • a NOTE Q4e 0 12"O C I� l e I , TOP OF PIER EPEYA7K)N TO BE Z 4 •r--r--1 •j I -� A R C 1-1 [ T E C T S SET AS INDICATED IN Ftµ O a z. #6 DOWELSWITH STANDARD - G e 90 hOOK I_ITEU]NOTOOT URIVk�ET.Al1f.LT,NI 11T3i D. M 4. • 1'M13109845011 6 t I.9A4")I,v.,u..i.u,,.e,,, S tH 1'-6°0 CONCRETE PIER O W v 4"CRUSHED STONE OVER O LANDSCAPE FABRIC I 4 h ." 1 COISUITANT 4 4, Ll (4)Q6 BOTT CONTINUOUS xx�xX—X—X x�"�--xX xx—X—y—x-teZ-x—% NCN 1-1/2•9 PILE Lt•17H f0'/12b 24'x76"CONTINUOUS POURED '[ HEUCES(20 TON ULTIMATE-MIN CONCRETE E PILE CAP 20'EMBEDMENT) \ I \ I NO GATE )UBNJ FOR 6'x6•x3/4°SEER TO CAP + \`t— 12"X12"%3 4'BEARING PLATE, 0 7/HVA 5AED FOR REVIEW ROL'ED OR WELDED TO SHAFT \ M I I TYP (T)PER PIER 1 6/3H6 REVEED M ATKRFY COAQR5 x J I 2 22VV =ED FOR FILM i 1 18'9 SONOTUBE PIER,TP FOR (10) SEE DETAIL 1/A-101-DD I — FOUNDATION NOTES HELICAL PILE SPECIFICATIONS AND NOTES CONTRACTOR TO PROVIDE ALL REQUIRED SUPERVISION,LABOR,MATERIALS, FOUNDATION PLAN C' B' I, 2'-B• I ALIGN BEARING PLATES IN CENTER OF EACH PIER TOOLS AND EQUIPMENT FOR INSTALLATION OF HEUCAL STEEL ANCHOR PIERS AS 3 NORTH 2 ALL PIERS TO BE LEVEL WITH EACH OTHER (SFE PIES SECTION FOR METHOD IND•.^.A7ED ON THE DRAWAGS RELATED WORK INCLUDING EXCAVATION, SCALE = 3 8'= 1'-0' '^� NO DATE REWQN OX ALL PIERS T TOP OF PIER) BACKS UNG,TEMPORARY PROTECTION AND SHORING AND REINFORCED CONCRETE / I 7/8 el-C' KEY PLAN AREA OF WORK 3 ALL COAL RZE USED FOR ON-BRE CONSTRUCTION SHALL BE 4,000 PSI AT ALL PIER INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED NEW 28 DAYS.NR ENTRAINED FROM 4-5R YORK SATE ENGINEER PROVIDING CCNTROLLED INSPECTION THE INSPECTOR, 1 4 COMPACTION UNDER STRUCTURES,BUILDING SUBS.STEPS,PAVEMENTS.AND SHALL KEEP A COMPLETE RECORD OF PIER INSTALLATION OPERATIONS AND A -- PIER INSTAIUTIOV gECORD SHALL BE FILED WIT4 THE APPROPRIATE BUILDING WALK WAYS SHALL BE 95 PERCENT DRY DENSITY COMPLY VATH ASTM 0 1557 A-101 _ TEST W EACH COMPACDON DYER,AT EACH COMPACDON SITE OR AT LEAST IN I EPARMENT NO CONCRETE FOR PILE CAPS SHAPL BE PLACED UVIOL PIER _ _- INSTALLATION RECORD IS APPROVED BY THE BUILDING DEPARTMENT EACH 100 CU YDS OF MATERIAL VOLUME COMPACTION UNDER LAWNS OR IN UNPAVED AREAS SHALL BE 85 PERCENT DRY DENSITY COMPAY YAM ASTM D JI I 1557 THE CONTRACTOR SHALL SUBMIT AS-BUILT DRAWINGS PREPARED,SIGNED AND 'Y"-=:� - SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER FOR ALL PIER WORK 4'_4• 5 MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION EROSION CONTROL MEASURES.IF REQUIRED DURING CONSTRUCTION SHALL BE IN MATERIALS ,y�.r..1• I; CONFORMANCE WITH LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTRCL _x=x EACH HELICAL PIER SHALL CONSIST OF 1-1/2'SQUARE GALV STEEL SHAFT —— — X—0 —X—— x x�a—x X ANCHOR HELICAL LEAD AND COSSION SECTIONS AS MANUFACTURED BY CUx� CHANCE CO AND SUPPLIED BY EXISN _E DISTRIBUTOR,PREMIUM TECHNICAL —_————— SERVICES,WESTBURY,hT \ il'(]7W{2)('1°1• _--' --^• SAE. / I� i(..1.t 41�'I�J:IrL�,I I�(i'', ._I_:.✓1'I j?,,.. i 'fi.i�I it SYMBOL:MBOL: THE AL FORTQN PEAU SEC110N CONSISTS OF t-I Y SQUARE OLID VAM 3 V ^T f','1• 7c i1-"'T'1-` - "I CAL FORIIEO PLATES WELDED TO IT THE SHAFT SHALL BE SOLID STEEL 1 I '1 •11 SII I i III i+'� �y II'I WITH ASTM 153 h0T DIPPED CALV COATING THE HELIX SIZES SHALL BE 10'/ ; I III }j1T{1•,I"'I IIS,; I t NB 1 1/Y X 3/16'SERRATED GALV STEEL GRATING WITH 12" I N x\ lii(i ri,�l'I,i,'(,1171PM1J(26 - —yyly(2g_.� I e� G AS DMO ACTURE CUP FASTENERS MR QUAL COA73NG I I _ _ 3 AS MANUFACTURED BY NLNICHOLS,OR EQUAL TYP ALL FOUNDATION ADE ORS ASHALLMIN HAVE A INSTALLATION TOUR INSTALLATION DEPTH I J I I I+IIS- ` T• OF 20'BELOW GRADEOND MINIMUM INSTALLATION TORQUE OF 4000 FT LBS (20 TON ULTIMATE) I I I I I _II _ _ I___ - veriz ALL BOLTS STALL BE SAE J429 GRADE 5 ALL WELDING SHALL BE DONE BY I f I,1 _ Y y r 16 II ®� CERTIFlED WELDERS IN ACCORDANCE PATH PSY Ct ALL MATERIAL SHALL BE I LTi I+ I ,i i�IT',III HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTMI A153 A TORQUE INDICATOR I 1 - - BY WIMB CHANE FTS SHALL BE USED FOR ALL INSTALLATIONS i t I I�` 1 EQUIPMENT PAD STRUCTURAL DETAIL-HELICAL PILE I'Ij SCALE = a/4'= r-o" I 102 A-111 i� lI("illi q ORIENT POINT 2' } I T, F iL NEW GALV STL 16GA DIAMOND —. d ' a �f —a—.—a—` A—a�- 411M MAN ROAD 1 PLATE ACROSS NEW STEEL DUNNAGE x x x�A-+I--x fir.NY VW UNDER NEW EOUIPMENT CABINETS %—% x—%—x'—`°fir—x—x—•{, x-�-k—x L I � I mLe \ I I STRUCTU2AL DETAIL$FOUPDATION i) NEW 1112x26 --- - - NEW 4112X26 BEYOND � . + PLAN AND FRAWG PLAN NEW 2-112 -1/2'3f5/16• J 'X2 CONTINUOUS STEEL ANGLE x, x ILLY BOLTED TQ NEW W12A26 1Y/1/2• '(� I ROIECTNO 14.023 ,. _.._ ..„.,,.:.._. BOLTS,18'00 - __ ClrAvglDT �'-,, ._.....- _• - T+ 1 ,�� _ _ NEW 1 1/2'%3/16- SERRATED GALV STEEL GRATINGCHECXED8rIf- I ANOTED Ic i_ ' J � LL __._•s 1 1 CRAYONS Na DUNNAGE/ GRATING DETAIL nSTRUCTURAL FRAMING PLAN D 13 ,-4 2' A- 0100; ', scALE 1-1/z'=r-D' scALE = s/B'= � T sw4�FJQ i , D C CA `Z 0 NORTr EOfy{-O o --- - --- - ---- 6'IRUCTUR0.L Elm NCITM 1 DESIGN. THEFABASO N. AVG ERECTION OF STRUCTURAL TSTEELABRI SMALL CONFORM TO LOCAL ORDINANCES,NEW YORK STATE BURNING CODES,AND FIC ION St EDITIONS THE OF THE RISC'SPECIFICATIONS FOR THE DESIGN,FAERICATION,AND ERECTION OF STRLCTURAL STEEL FOR BUILDINGS:AND THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED MEMBERS t. 2 STRUCTURAL STEEL SHALL CONFORM SI NED GRADE DESIGNATION A992 GRADE SO .UNLESS STRUCTURAL SHAPES)OR A500,GRADE 3(SJRUCTJRLL 17-0' TUNING) ALL ROOF STEEL HAS BEEN DESIGNED FOR A MINIMUM TOTAL LOAD OF 50 PSE,UNLESS OTHERRTSE NOTED EQUAL EQMAL 3 ALL EXTEPIOR STEEL SHALL RECEIVE ASTM/525 HOT-DIPPED GALVANIZED COAT1HG APPLIED AT 1 25 OZ/SO FT _ i AAl' 4 SHOP AND FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWSHALL BE SHABE WELDEDEO OR BOLTED All BEAM TO GIRDER SHEAR CONNECTIONS ------ -' '-- - SHALL BE 7140-SIDED,VIED-ANGLE CONNECTIONS PER RISC SPECIFICATIONS LATEST EDITION —x x—x—x —'' x_ x'.` x—x—x—x�q"1 5 ALL YIELDING SHALL COMPL"`MRH THE AMERICAN WELDING SOCIETY(ANDS)STRUCTURAL WELDING CODE STANDARDS WELDING SHALL BE PERFORMED IN __I i CERTIFIED WELDERS AND BE SUPERVISED AND INSPECTED BY AJ APPROVED INSPECTION AGE14CY AND'LICENSED PROFESSIONAL ENGINEER RETAINED BY THECONTRACTOR SAID ENGINEER SWILL FILE ALL NECESSARY WSPECTTRO ES.REPORTSL AM TH EWISE NO D R REQUI BY LOCAL CODES RT. COPIES TO YE NB W6 X 15 KB 'NBW6 X 19ARCHITECT ALL VOF INGALL IS D (3L Pe-ti FORMED WITHICES'SHALL EEECTRODM UNLESS OTHERWISE NOTED OR REC BEIM RENOVE ALL D,RT,CREASE.PALM NYD A R C H I T L C. T BURPS V/ITNIN 3'OF ALL lisLOS ALL BEA`A SPLICES SHALL DEVELOP THE NLL STRENGTH OF THE MENRERS BEIYC JOINED I_1TLLIJN01 O(A QI.I\'E SLTAlIKL7 Yl'Ilila 6ALLWELDSN07 SPECIFICALLY CALLED OU7 ON THE DRAWING SPALL BE THC MINiNDlA YIELD SIZE.AS SPECIFIED BY THE RISC MANJAL LATEST EDITION \ '(SEE tJOTE x414 FOR ADDI ZONAL CRITERIA) P A31 nri164 0 1 fi3i7 BOLTEC COIJNECTIONS SW.LL BE FRICTION-TYPE USING HIGh-STRENGTH 3/4'DIAMETER(JON) A-325 BOLTS WITH ASTM A90 GALVANIZED COATING SETIN 13/16'DIAMETER HOLES IN ACCORDANCE WITH THE NSC SPECIFICATIONS FOR STRUCTURAL JOINTS,LATEST EDITION MINIMUM WEB CONNECTIONS)SHALLHAVE(2)BOLTSBALTERNATE CONNECTION OETARS\IAD BE USED IF SUCH SHALLS ARE REViETHE UANDSE APPROVED BY THE ARCWIELT HOIYEYER THE ARCHITECT SHALL BE 'THE SOLE JUDGE OF ACCEPTABLJTY,AND CCMRACiORS e`D SHALL ANTICIPATE THE USE OF ALL DETAILS AS SHOLYw ON TME DRWYINGS NJY APPROVEDALTFRNATEDEENL(S)SHALL BE INCORPORATED IMO IKE WORK AT NO EXTRA COST TO VERIZON WIRELESS9CONNECTIONS SHALL BE DESIGNED FOR THE LOADS INDICATED ON THE CONTRACT DRAWINGS WHERE MEMBER REACTIONS ARE NOT SHDVJN,BEAM I CONSULiANtCONNECTIONS SHALL BE DESIGNED TO SUPPORT A VERTICAL SHEAR EQUAL TO 507.OF TH"n TOTAL UNIFORM LOAD CAPAC17Y OF THE BEAIA,LATERALLY I m SUPPORTED,OR THE SHEAR CAPA._Fy OF THE NEB WHICHEVER IS GREATER i - t 1 KB KB/ �I(B Y 15 10 ANLHUR BOLTS SHALL BE PPETEN51011EO TO THE MINIMUM YIELD STRESS SPECIFIED FOR STEEL CONFORMING 70 ASTM A307 SPECIFICATIO.JS `II 1 -}77.� 11 INCORRECTLY FABRICATED DAMAGED,OR OTHERWISL MISFITTING AND/OR NON-CONI`ORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER AND THE ARCh7TECT PRIOR TO PEMEDIAL ACTION ANY SUCH ACTION SHALL REQUIRE THE ARCHITECT'STH APPROVAL,AND E CONTRACTOR WILL BE pyx—x xx—x `I} to'L-x_ FULLY RESPONSIBLE FOR ALL CORRECTIVE MEASURES AT NO ADDITIONAL EXPENSE TO THE VEPRWIRELESS.RELESS. x x 12 THE CONTRACTOR s RA SHALL R BMITREVIEW SHOP DRAHE ARCHNGS FCR BEFORE RAL STEEL AND METAL WODECK]NC L ACCORDANCE WITH All.PROVISIONS 13 THE BUILDING \ I KNEE BRACE(KB).TAP CODE Of NEN YORK STATE FOR Rc AEW Bf THE ARCHITECT BEFORE PROCEEDING VJIiN THE YORK ALL SHOP DRAWINGS SHALL BE STAMPED 6Y A NO OAIE SU&YSSIDN PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE ME CONTRACTOR SHALL CHECK Al DIMENSIONS AND ASSUME FULL RESPONSIBILITY FOR -F 3'B CALV STEEL COLUMN DIMENSIONAL CORRECTNESS AND PR THE ARCHITECTS STRUCTURAL DRAWINGS ARC NOT TO BE REPRODUCED FOR USE AS SHOP DRAWINGS CONTRACTOR \ I PATH ALY T/2'COL STL^ O _?�� 69AD FOR RENEW SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRA'INCS FOR THE LOCATION OF IAISCELLhVE0U5 OPENINGS AND RECESSES. i 615E AND CAP PLATES,ll'P 1 8/3/16 fEV30 TEAT/CdEY COK4kN15 A OF(D)ON STEEL PLATFORM 2 2/21`17 LSSLED FOR Fd.N'G 13 TEMPORARY BRACING SHAH UI MENT AND WHEREVER NECESSARY 70 ACCOMMODATE ALL LOADS WHICH(THE STRUCTURE MAY BE SUBJECTED TO DURING ^—DASHED LINE REPRIS1141 _ CONSTRUCTION,INCLUDING ANY EQUIPMENT REQUIRED THE OPERATY.AN T N E SUCH PON CO SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR, I NEW CANOPY ABOVE — SHALL BE LEFT RJ PLACE AS LONG AS REQUIRED FOR SA7"TY,AND THEN REMOVED UPON COMPLETION OF PERMANENT INSTALLATION(.-,) 14 STRUCTURAL DRAWINGS SHALL FE USED IN CONJUNCTION WITH ARCHITECTURAL,MECHANICAL,A'D ELECTRICAL DRAWINGS THE CONTRACTOR SN a BE RESPONSIBLE TO CHECK AND COCRDP.GTE DIMENSIONS,CLEARANCES,ETC LYON THE WORK OF OTHER TRADES THE TRADE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS COOPERATE WITH OTHER TRADES PROVIDE A COMPLETE JOB AND TAKE CARE THAT 0000 WORKMANSHIP PREVAILS DURING ERECTION OF STRUCTURAL FRAME ANY OJSCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITLCT I15 TOUCH-UP FOR CALVAYIIEO DDATING SHALL BE COLO-APPLIED CALVE YPNM IN PNIN ACCORDANCE A'ITH FS Ti-P-645 2 CANOPY FRAMING PLAN 1 2 SCALE a/a'= V-0- I 3/8'.1-0" NORTH wo DATE REV6IDH i r ALIGN KEY PI I - 1 AREA Of WORE NEW22CA 3'CALF STEEL ROOF DECK TYPE —_� TYPE NS AS DD BY UNITED STEEL DECK OR APPROVED EQUAL I 1 , 0SCREFASTER DECK TO STEEL WITH QTE SS OR GALV SILL.SELF MAXLJ TER 1-1 2 SCREWS O B'0 C 7( /'O D GALV STEEL PIPE RNJ 1-6 MAX NEW GALV STEEL W6x15 HA,VDRAIL SPLICE(AS REO-0) 1/4' CLOSE ENDS 130-1/4-BRACING AT UNDERSIDE OF Y...=^- -- DECK — ,� EW 6'%6'x1/2'GALY STEEL PIAT rrx SECURED TO NEW W6x15 NRH 3 3/4'0 NA325 BOLTS TP GALVANIZED GALVANIZEDSEFLI ED GRATE TREADS /(A� 1 1/2'P S70 I I i MCN 3'0 CALL STEL COLUMN WELDED NEW C 10x153 PIPE(TYP} i 1 0 NEIL'1/2'THICK BASE PLATE STEEL SIRINCER a--- NEW L \.Sy 4'%4'x0 16' ,i NEW 5'x10'xt/2'CALV STEEL PLATE i 5'RIGH GALV i/4^ SECURED TO'S STEEL DUNNAGE WITH STEEL ANGLE .TL TOE PL a' - .vas BOLTS(TYP) /M1 TOE fIDARD verizon FLOOR LINE � SFLICE •I T_ _L_. � O I 1 1 � _ n[mmnmmrertrtn Z ELEVA710Na M N 1 A325F BOLTS , Z 'DE 1BOAR D BAR A VEF(TICAL SECTION'A' n I i i IT'P) 'ORENT POINT 2' i N i 1/Z'o SED PIPE / m ILL, 1*-0"MAX \ (2)3/4.0 BOLTS L-'- EA SIDE I + t` ' ROAD M 4 NEIN W12%26 00 MM1/B' S=' - 6'x2 BENT ^L0.1c 1 r ® � � I — ORENT,NY 11957 TIRE _ _ r�, O O NEW 3'0 CALM STEEL \(2)3/4'C N CANOPY FRAMING PLAN Il__ 1 j__ , - -- - o COLUMN WELDED TO NEW / I BOLTS TYP AM CANOPY DETA�S I ` \ 1/2'THICK BASE PLATE L,z OONNECRVG P1FE G 1JE1'J 5-x10'%1/2-GALV. i 14EVI ClOx153 STEEL PUTS BECURED L-L J'X 3-%5/16' O L TO NEN STEEL.DUNNAGE GRACe DATE JULY A 2'116 RAILING SPLICE CORNER DETAIL SECTION X w(v S L AYCLE WTTN(4)3/4"0 A325 PRa cT NO 4 D6Ze * '" Boos(TNF) //%/ / / A/, / '/ / /// ` /1)3/4'0 A325 BOLT E /. / ��/� //�/�`. //` /'• / ' �F'�- r•_ ._ _ _•_`- �.... CHECKED 6Y A EI '`�'/ •f�1-� �I 1vll \ � I CLQ£EhDS �( J�I, L lvl j �-3/ T?8 WELDED TO FOS/BEAM I SCAiE AS LILTED j [ it l� i 6-TIP-KNEE BRACE C PLAN AT CANOPY PM'a ORAWINGNo 1 n TYP. RAILING DETAILS CANOPY POST/ FRAMING DETAILS STAIR,DETAIL_ A-102.00! '` SCALE - 1 1/2'= V-0" SCALE - ! 1/2-�T'-0 sHEz7Mo 6Q-b! l 'DEC / ((��U - - --- - ---- --- --- - - ANTENNA NOTES ANTENNA PLUMBING DIAGRAM ANTENNA SPECIFICATIONS YANIIFA<TU.4EB RAYCAP RarCG-3315-PF-TB E 32 C IBS(TOTALI ANTENNANOTES• ANNA AMNI FACTI RER AIAPMENOL 15 3' 1 4 Lines 1-Antenna N G,W,KG xDD — I Electrical)rbleI , ) ty____573' Antenna tMechanical Antenna 4-Dipiexer 2-Quarpiexer i Antenna Model Ouanh A2lmuth Downtlit iDO"tllt Wai M Cahl- 12 ,� ,r-. ..++ I ✓,r. 850-Cellular I WA I I PCS-EVDO: WA I I 7001850-PCGTnWS -- — Alpha 700-LTE anvxaral¢scco 11 60 6 0 41 (4)718' },\ r AWS-LTE SAME FS L7E 1 3 4 0 x � r 4 PCS-LTE SAME AS LTEo D 850-Calder WA V. PCS•EVDOWA Beta 700-LTE C6V'N71153X25G00 11 240 2 - FR01TJ MEW SIDE NEN I D 41 (4)718' � . /\ r-1 rLCewLLx:r rnuVE SFTiL'1n,Nt lnn AWS-LTE SAME AS LTE ) I 0 0 1 Po311,Ev A1,C 11 611668 y4SNix.,.uAlln lli PCS-LTE i SAME AS LTE 0 0 R I 850-Cellular WA PCS-EVDO I WA I Gamma 700-LTE CWWX3SM5G00 I1 350 6 I 0 41 (4)7/8" I I / AWS-LTE SAME AS LTE 3 0 I FRONT I REAR 1, PCS-LTE SAME AS LTE NOTES 3 ALL INDICATIONS OF NORTH ARE FOR REFERENCE ONLY-CONTRACTOR TO VERIFY IN FIELD TRUE NORTH PRIOR TO a,{ �� I l SECTOR ANTENNA INSTALLATION I 1 7nC06PA 74CSBPA U CONSUIiAM 2 PROVIDE DOWNTILT AND MOUNTING BRACKETS FOR MOUNTING UP TO A 3-1/2"O DI GALV STEEL PIPE THE ' I BRACKET MODEL NUMBERS FOR THE RESPECTIVE ANTENNAS EMPLOYED ON THIS PROJECT ARE UMKS09TOI 3 INSTALL GPS UNITS AS INDICATED ANTENNA MOUNTING HARDWARE AS RECOMMENDED BY MANUF VERIFY EXACT MOUNTING LOCATIONS WITH VERIZON WIRELESS RF ENGINEER - - _ - - - I 4 ADHERE TO MANUFACTURES MINIMUM BENDING RAD}USAND RECOMMENDATIONS FOR ANTENNA CABLE - - - - - - - 1- 1_'�` 2U �- 5 PATLATIOtAIRACALFORALLANTENNACABLES) I MAIN DI TRIBUTI N BOX DETAILS ' S PATCH,REPAIR AND RESTORE ANY AREA WHICH S AFFECTED BY INSTALLATION OF ANY ITEMS WITHIN THE ROPE " "' Rw_n•ru L•r" I 7ACB8P.. 7;:Cz;A c Pn °PA I 2 OF WORK WITH NEW RMTERIALS TO MATCH,ALIGN AND BE CONTIGUOUS WITH EXISTING SURROUNDING SURFACES SCALE = 1" = i'-0" 6 ALL CABLE LENGTHS MUST BE V i F TAG BOTH ENDS O ALL TRANSMISSION LINES WITH BRASS TAGS DENOTING { I FRONT MEM! SIDE MEYJ TDP MEW R N N 1 CTU F,9 G14V STEEL TO DATE SUBMISSION COLOR CODE AND SECTOR I MODEL FD9R6004/1C- ;/-MOUNTIITC 0 7/i0n6 ISSUED FOR REVIEW -F= / PIPE 1 6Y3Yb IEVbr7)HR ATICeBY cgA.Em" 7 ALL EXISTING CABLES TO REMAIN I -- --- ^^� t 8 CABLE DIAMETER -I I 1-5" ," H I GPS MYJJUFAGTURER PCTEL 6 S' I i j SECTORS- 7/8"DIA CAB}E(UP TO 100') I--"� �.�„"4 HOOELN9. CPS-TMC-HR-26N 2 Ntvn 6v.®FOR raP.G I SECTORS-11/4-DIA CABLE(UP TO 200')63 LBVIFT ` bW F1Aa � ,, V YEl�t1? 06 LBS 32' I (2)GALV may. y 6 5" I STEEL PIPE SECTORS-15/8"CIA CABLE(201'OR GREATER)70 LBS/FT I I Ir CLAMPS NA it aR�A16,te Fiu:L' 'F- [� L0 In ---- -- I E - ''`'�/$'\'/�L NEW DIPLE%ER SECTORPjiA SECTOR 850 LTE C LTE-A PCS A7VY RED 0 5 GPS 1�f 1 SECURED TO BETA BLUE WY RED GRANGE PURPLE YLILOIV BROYIN ° ' N/ITOP V, � MOUIYTINGGALV EL 1 ANTENNA DETAILS �Dn 1 PIPE GAMMA GREEN GRAY RED ORANGE PURPLE YELLOW I.O OdE REMMON 3 r0 DIPLEXER DETAILSCM LM KErP�,N ARcp OFwoR! SCALE= 1' 2y�,1� _ -V-4 T/2'� +2-5 1/2'- \� •.s i;,�`^� 1 P ' f VA NUFACTLIRER ALU REMOTE RADIO HEAD(RRH) MANUEACTURER hU REMOTE RADIO HEAD(RRH) MANUFACTURER ALL REMOTE RADIO HEAD(RRH) \` `�.--•—1 i ( MODEL NUMBER B11 RRH4110(70(1 L7E/850) MOOFI NUNPEP--_1125 R11111,10(PCS) MODEL NUMBER. 3156A RRH4A45(AWS) \� YlEIGHT.55 6 LBS 2KnEL 530 LBS W EL011L 56 B LES h BATT z- �, 117' 2' 118' -J'75' 3 120' 7_2' n y y u_'l T F•I C ' • _ 1 c PIAN MEN' 1 iF•'_i =! -'_L _ 1't = ALCATEL-LUCENT EZBFO STACKABLEG� LLCy�1 MOUNTING '?�-'� ��11+" - V `BRACKETy Pal- MOUNTING,r`(�%:i�' +- ---='l�Ei BATTERY CADINCTS SPECT ICAnO1.S {� BRACKET •`'( 19i NEICHT WITHOUT BATTERIES-636 LBS FCHS Sv='1i' `z --..�_Iii111 TULLY EQUIPPED 2628 L95 OF SHELVES GTIIYTRs s_ z�,_ r7T:aRE TET �;_sj' L: gg `� y _BATTERY(Ah) 100}(Ah) RDyT � V Pcn BATTERY WOGHi }yy,,3 LBS 4.+el _ ( CAPACITY 1200(4R) verizon t118' 120' 117' '��,y aGd COOLING FAN C.J FRONT'A SIDE MFW Top MB 'SOMETRIC RENDERING FRONT'A SIDE M Top MEV, ISOMETRIC RENDERING FRONT 14 FIDE_MEN TOP VIEW i I ISOMETRIC RENDER >-Y_-1, 'ORENT POINT 2' t EXISTING P,PE RAST ( EXISIirlG PAE S7A5T = —EXISTING PIPE HAST NEW SVALL PIPE MOUNT `. NEY.SMALL PIPE MOUNT I NEW SMALL PIPE MOUNT KIT KIT FROM MANUFACTURER °i(� i KIT FRO)MANUFACTU ER FRCN NANUFAC7URER • 4�MAN ROAD (ACCEPTS 2'0-6.0 PIPE) [r'3 I (..CCEPTS 210-610 PIPE) (ACCEPTS 2'0-6'0 PIPE) 01I W 57 VIP I NEW RRH WffH SOLAR —NEK RRH WITH SOLAR ) •)I NEW RRY WITH SOLAR INCLD ii t'_mII -,r`�� ;- ANTEI4R`)A Q�ATM AM SHIELD TO BE SECURED �i SHIELD TO 8'c SECURED r To,BE SECURED TO NEW GALV EQ(��rAL`S yy� 1 L^ I 10 NEY!GALV 2-7/8'0 �F i TO NENEWGALV 2-7/8'0 I i 2-7/a'0 STEEL MOUNTING PIP: �-• jT M 1+74+I.} I STEL IbUTTNG PIPE STEEL MOUNTING PIPE �-� } WITH MANUFACTURER'S ' r., WITH MANU°ACTL'RER'S WITH MANUFACTURER'S HARD114RE 1:: "{•- J�_ H.t40WARE HARDWAREAID r , JU-Y 112016 �7Omu U-T3 DRA"N By, LQi FRMS-ELL REAR ITFt• CHECAED BY IM SCALE RRH DETAILS EQUIPMENT CABNET DETAILS A-1 03.00 V SCALE = I = 7-D' - SCALE 1/2"1''-0" I SPF51 ND �7I nl IEi DEC 2 0 Board of TOP OF CANOPY V - - 01 -0't AGL 1 I S.0 NELY CONCEALMENT POLE 71111ION CANOPY POST,TYP TO NEYY VERIZON WIRELESS ANT NNAS EXTEND TWO(2) 2788' 3'ENT CONDUITS "-�` 103' FROM TOP OF I -�—,�'- TROUCH AND OXW)NEW RAYCAP MAIN DISTRIBUTION TERMINATE AT NEW 1 1/2'P STD PIPE O CANOPY COLING HANDRAIL WITH 4'X1/4'STEEL EXISTING REMOVABLE COVER FOR ANTENNAS CABLE MOUNTING TOE PLATE MOUNTED TO NEY! r PES MOUNTED TEQUIPMENT LATFORM HA,`IDRAIL— CONTRACTOR VERIZON WIRELESS EOUIPMENT G PROVIDED AND PLATFORM INSTALLED(NEMA 1) UGX10'%78' TRoucHA R C H I T L• C T S I y--I 12A T`(-HN[l(:GY DRIVE,ALT\LIAF7,\Y 11713 J (I EXTEND THREE(3) 3'EMT CONDUITS 1'611(.SR Vf�a 450 I F l.Tl V fNSV{ TROUGHOAND --- _ TERMINATE AT SIDE Ejfy BOTTOM OF UPPER DID GH UI OC GEN"RATOR SCONN CT PROVIDE TWO(2) 'r! 6't AGL _ 6" IN G"MIIJ 2-1/2'GRS MFR SQUARED FE OF NEW VERIZON WIRELESS NNAS 1 O O O NIPPLES AND CATALOG NO HU365R _ 38•. UNISTRUT CAP(TYP) --- - =-6- - - —6= I MYERS HUBS Wr 187LB5 BETWEEN 7HE SODV/40DA/3-POLE RAYCAP BOX AND ?ION-FUSIBLE 27 8fi' THE TOP OF THE UL LISTED I CONSULTANT 1 p EXTERIOR 7R000H ENCLOSURE RATING NEMA JR PROVIDED A PROVIDEDD AND INSTAllED VIFATHERPROOF (NEMA 3R) t O•XIO'718•-0' / TROUGH MOUNTED II ' TMP ELEVATION 014 UNISTRUT Il- PLAN NELV (3)NEW VERRON WIRELESS ANTENNAS AND 1/A TIN;GG BRACKETS.TYP 110 DATE SUBMISSION i -- 0 W.15 6AF0 FCR R., ol MAIN DISTRIBUTION BOX MOUNTING DETAIL GENERATOR DC DISCONECT DETAIL 7 M/16 1EVr.D R8 AT02EY COMITS - 2 2rVT WJED FOR R.NG SCALE 3/4'=1'-0" SCALE s — BULLET2X12NB C2"f E%IST NC CONLFhMENT PO E W NEVI 20-0' 1 NEW TELCO/POWER CABINETS ---- ---- — - _ - -- EYTENSION ----— MOUNTED TO NEW STEEL HAND P,q,cl Typo `�z i RAIL WITH P7000 UNISTRUT _..._ - __ I A'c NO DATE PEVDION P••A.,m py ow - _ rYP AN AREA OF WORK (6)NEW DIPLEXERS TOBE'NST LEO WITHI?l - I azA urt.p 4aautp+.A+I NEW CONCEALMENT POLE EXTEN ON SEE I ( I :rau t4 mbAm MMW DI VA-10..00 P.ppw,.wmap.Iwa�mrrwam4w?wy,re I NEW 1 1/2'c STD PIPE HANORAIL WITH 4'X1/4' J J ' STEEL TOE PLATE MOUNTED 2'-0" J 2�-6"- I Tochriwl8Roa8whona TO NEW VERIZON WIRELESSppype- EQUIPMENT PLATFORM— ULbuog aMr uya¢nmmyton (12)NEW 7/8'0 VERRON WIRELESS ANTENNA 9'abrw.+\+a"n Ism.+-<+eieao.^•'.++ecvr�..d.' FpyN, CABLES TO BE ROUTED UP CON WLMEM POLE IEBNALY-]9p Wtpi T"i"c `I"""p FROM NEIY EQUIPMENT PLATFORM TO NEW Aalmff 4'ofv""`u+TevgoTsvrm'm'ni' ANTENNAS- fLDI[OLNra.MpYpvWOtlm c=��—_—_._.-____-_ Avttl•baMy A.1yvy I litymlwYacON vem+ma.NlEb'u W- 11enpL M.aaO�'^^n• •4,.v4wrvm m++9pneaAn•xr,r.sW [ ;� c.mrrnerEx y„f aF..ymu %1••>^�•wy.e..w,...rmp. nmTe.�oo? ( LE,en,r+em,Uu m4.y..ewsm4�.a•,�"e.w.nv""oc I TWr.toverizon,/ � Le� -K�.r.'W p.p.,•......,.i e.re.,,AAslr v � rm6 LeplYyr.ym�4mC:b tudp po}sx.eo rv•.TLrzmp[u.eh9.e caaem.:neh ? ay+tM.trtpcsn a.,,. N•ny..Imnrscmaoa,wemm>x. j � �yeyc%?, wy.pa.•.......n.d....gr wp:.-x=��..mi�:�'e.->....,"v`u�. __--_._. !I �:m.e¢r7.snarom .o4wy..+•np.o-..P.orm•mdp •.er«P.r.Mw,.e•� I 1075'0 'ORIENT POINT 2' Z �' _yj �� SNG Siblbd'pI�GG?braM�YSIC1p]?T. M1IN�+e,s Webnmas.nvrMme _ I Mn hAp,N p6V wW,�aas t'YW blrt• I L 40200 MAN ROAD .a 1/,• ,.,,.A..,-..:x.aa>.pAn I CMT,NY M7 i' NEW GALV STEEL GRATING L - y • ♦ DETAILS L ---� 6 + 152mI I I DA'E ARY 9 2Pi ! ( T 0.EXISTING CONCEAIJAENT POI{ —'--- -R- DRAWNCT BYO --_—._”— V.ti TJ iLn— P F�b 114'`� 171 ntm C°ECnEO BY _ TA' SCALE Diai/Ira- W'ANGNO a 1 ,j 11V ICS iTELCO/ POWER PANEL RACK DETAIL /4 LIGHTING SPECIFICATION ANTENNA OUNTING DETAIL A-104.00 SCALE 7 = V-0' SCALE NTS SCALE = t=1'-0"+ .IFE1 r.D 8�OF 10 I ` I I,4 DEC 2 0 ttt�^ Board 1__. VERIZON VARELESS EOUIPMENT COMPOUND ON STEEL DUNNAGE NOTE E7 I � NOT � H-fRAMC I+ -- (fU(ISRP.C) I CONTRACTOR SHALL ENGAGE THE SERVICES OF 1200 200 NEW METER(SEE it AN UNDERGROUND UTILITY LOCATING TIN THE T� NOTE_2) LOCATE ALL UNDERGROUND EQUIPMENT IN RIE TRENCHING MEA TO AVOID ANY DAMAGE EAISONG METER EQUIPMENT NEST'COMBINATION —6'MATCH EXISTING GRADE METER AWN ENCLOSURE 2 IW40 EXCAVATE YJRIIIN O'Of EXISTING I ' / CONDITION _ (SEE NOTE EI) UNDERGROUND UIILf11ES(VIF)MAINTAIN IB'VI�' ' CLEARANCE OR AS DIRECTED BY THE VMC RACKFIU AT TRENCH SHALL / 1 (N FRAME COMMIT R TO MAKE N_L PVC JOIN75 54ATERR HT I / A R H I T' E C T S (NEW) JF$j PRIOR TO BACKFILLING � Y BE COMPACTED7 95-DRY IN DENSITY NOTE EES I! JI �� O 1:1 ifCIINOLO DI.IVL bUTALI' COMPACTED SUBGRAOE C 6T16"VI TCI 1111160O F459 NET,NI 117T3 (COMPACT IN 8-UFTS TO I••••v vI•-.,....n 85%DRY DENSITY - NOTE -6'1910E ItETAOUND CORE FNOTE E3 UNDERGROUND WARNING ( EXISTING ES -�--- PHA TAPE PRINTED WITH -_l. •CAUTION BURIED UTILITY I-PHASE EXTERIOR GRADE fRMS.ORMER UtJES' e f ( 2a 12 MOISTURE TREATED 4 L A A I> v WOOD PLANKS PAINTED ` _S RED NUMBER OF FLANKS --� i-----""-'---'-- --'---- `C 1 AS TRENCO'D FOR WIDTH Of CONSULTANT ELECTRICAL NOTES - `+ 5--'- -'—'^---- •i I ,.(�V\'S�// WASHED SMD IN 6'LIFTS EI PROVIDE NEW UTILITY APPROVED SINGLE PHASE,200A,CUIDCOR COM56MT10N METER PAN/MAN1 Vv•� -PVC CONDUIT,TYP CIRCUIT BREAKER(SIEMENS UM0202L120ORLC)LABELED'VERVON WIRELESS" _ -_ VY� / / 11= COORDINATE TYPE,SIZE AND UMBER OF1 NDU L2 COORDINATE WITH PSEG TO SET A 200 AMP,SINGLE PHASE METER IN ACCORDANCE WITH /'� / 'C\�% / / aT t��J NTN NN ORMATIONSHOWN PSEGS STANDARDS LABEL METER'VERIZON WIRELESS' CONDUIT/WIRE LEGEND I'{ _ C. / II I�LF- I ON ELECTRICAL DRAWINGS v II_J -�rf_ AND WITH ELECTRIC AND E3 GROUND THE SERVICE DISCONNECT PER ARTICLE 250 OF THE NATIONAL ELECTRICAL COLE __ / TELEPHONE UTILITY PROVIDE A TIES AVlG SOLID COPPER GROUND WIRE AND 3 4'X 10'GROUND RODS 2 A PRIIMRY AND SECONDARY CONDUIT/CABLE SHAT-L BE LOCATED At10 PROTECTED ; �� 2-R-'",,., f / ( DURING CONSTRUCTION �rl'.�, �-.III=I{ r1-,1'_��II�� COMPANIES REQUIRED) GROUND WIRE SHALL BE RUN IN 3/4'SCH 80 PVC CONDUIT MERE EXPOSED TO T--. PHYSICAL DAMAGE MAXIMUM RESISTANCE TO GRCUND SMALL BE 5 OHMS PROVOE AN U INSTALL y I' B 2-1 Y SCHEDULE BD RIC CONCUR NRH 3-4 O BETWEEN THE TPANSFORMER fit III REOUREO OUND RODS NOT LESS IMAM 6 FT APART 7 MEET bRNIMUM GROUND RESISTANCE O AND 7HE NEW SERVICE DISCONNECT $/ (-r�-_ - IT T 1_(;�I y� l -I- UNDISTURBED EARTH NO DATE SUMMON �1( 1" 0 ]Nv'A LSSM FOR REVIEW [4 INTEGRATED SERAC£PANEL(ISP)FURNISHCD BY RE UTI YY AND E AND INSTALLED IT THE OC BETWEEN SCHEDULENEW 80 VIE CONWR WITH D MAIN CI l IT RE GROKEIT IN IFF l,_ t_ PER- BREAKERS, THE ISP SHALL CONTAIN AND 2 FO E IRIUEY AND EMERGENCY CIRCUIT INTEGRATED N THE NEW SERVICE DISCONNECT 0.HD MAIN CIRCUIT BREAKER IN THE �` ; �(-I -I"( 1 0/JJN WEDM%FSEDFOR FLDXS Y COM.E:85 EN LOERS,MANUAL TALL BE LISTED AN 42"OLE PAHA'SUITABLE ALL HOUSED IN A NEMA 3R INTEGRATED SERVICE PANEL - ENCLOSURE ISP SHALL BE UL LISTED AND SMALL HAVE A SURABIE TOR USE AS SERVICE 2 2/2VP IiSEO FOR FLCIG if Ter - CONTRACT•(ABEL MINIMUM INTERRUPTING CAPACITY INE E 22,OCD AMPERES FULLY RATED "-'------ CONTRACTOR SHALL COORDINATE WITH PSEG TO NOTIFY THE LTTE EER IF HE SPECIFIED FAULT AIDISCURRENT AT THE POINT OF CONNECTION AND NOTIFY THE ENGINEER IF THE SFECIFl©22,000 AC IS NOT ADEQUATE ES CODE•D THE INTEGRATED PROVIDE A#6 AWC SCUDcPANEL COPPERPER MOUND VINE AND23/4?XETO-NATIONAL 1�1 ELECTRICAL INSPECTION -- REQUIRED) GROUND WIRE SHALL BE RUN IN 3/4'SCH 80 PVC COP,OUIT WHERE E%POSED TO PHYSICAL DAMAGE.MAXIMUM RESISTMCE TO GROUND SMALL ISE 5 OHMS PROVIDE AND INSTALL p� ADDITIONAL GROUND RODS NOT LESS THAN 6 FT MMT TO MEET MINIMUM GROUND RESISTANCE THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF AS REQUIRED,CONTRACTOR SHALL TLRUNATE THE GROUNDING ELECTRODE AT THE GROUND BUS ELECTRICAL INSPECTION FOR THE WORK FROM AN APPROVED .I WITHIN THE ISP AND ENSURE THAT THE SYSTEM BONDING JUMPER HAS BEEN REMOVED ELECTRICAL INSPECTION AGENCY AND PAY ALL ASSOC'ATED FEES EES IOKW DC DIESEL ENGINE D=NEN GENERATOR ARH NEATHERPRO0-HOUSING INSTALLED ON I NO DATE REVfiK)N DUNNAGE GENERATOR SHALL BE FURNISHED AND INSTALLED BY`JERIZON WIRELESS KEY PIAN —AREAOF WORK E7 PORTABLE A/C GENERATOR RECEPTACLE FURNISHED WITH ISP COORDINATE FINAL LOCATION WITH Y VERIZON WIRELESS REPRESENTATIVE PRIOR TO INSTALLATION ([ ELECTRIC RISER DIAGRAM 3 UTILITY TRENCH gg SCALE= NTS '\ SCALE33/4"=V- N 9 LINE OF MINIMUM CLEAP•ANCES (( ENGINE EXHAUST POLAR POWER GENERATOR --_ Ig / - I -- --�--- B MODEL#:822013CA7 --- SERVICE ACCESS Vef iZ011`� POWER - S UIQ`" FRONT _ +I (FOUR SIDES)AIR EXHAUST F TnL 1 TPE UI_.`,tI 1 N r T y, 0,UTPJ. DCyO AGE -4--'0 � � GUARDED EMERGENCY STOP /� $' REMOABLE DOOR 'ORIENT POINT 7 I_U_J C\IGFVE < SWITCH d._ G�� I C"LINP R +�0_•JVE -T I. ; 4� 00 �{ GUARDED SERVI E ACCESS i ;,L•, ;„ ELECTRICAL n m LO Yl=IGF-!D r, — m r -- - LOCKING HANDLE r j( UC71'>\il CMFA(:11Y 1, ,,F 61,j PENEfRATIOid 118" IN r OI_ 1 A JI ;Il n !❑`,. IY AREA 8"[1 a 40200 MAN ROAD ACCESS .,'CRA-IPTG -Lf3'CgA'ug1 40 C -^_� !%r --" m _---—__ COLD AIR INLET, OFEJT,NY 11957 f JLL :OT13JaFTIJN (4I 1'11) , ?,:"TI; ^•I I -- FRONT DOOR _ FRONT DOOR IS FIXE DOOR N OIC C.t._ 6r,aF1 r,` 7r � 3325" I � i THIS OEPC75 GENERAL GROUNDING GROUNDING KEi NOTES liS G METHODOLOGY FOR TP ANTENNA INSTALLATIONS SEE ARCHRECTUM DRAWINGS GPS UNIT AND O MAST7R GROUNO BAR�MGB)-CA'_VAIAZED STEEL GROUND BAR B ELECTRIC,MOTION FOR SPECIFIC ANTENNA MOUNTINGr ,TYPICAL FOR COM IAN1'WITH WSLLA7DRS CANOPY J 0 f2J AYrC CREEK G; I'-I-SOLID OR STRANG-COP?ER WIRE FROM'A 1.GRGUND Bat,0 E%TERIO'2 GROUND RING(wN) _ C �2 tl,.0 GREEN INSULATES SOUR OR STRANDED COPPER WIRE EQUIPMENT GROUND BUSS _ TO(�K;Ej aANC EO P'J,ENf LINE AS INDICATED J--AIHER CANOPY #5 \:G GREEN INSULATED STPANOED CO-PEP VARE FROM EQUIPMENT TO EQUIPMENT W NLWW VERIZON OQ GRGUND BL- \ SS EQUIPMENT -- (: I a2 AVG SOLID T6.NED COPPLh WIRE EXTERIOR GROUND RING(EOR)BURIED 42-BELOW K TMHE GRAtE CONNE�:IED TQ GROLNO RODS THAT ARE i`ICORPORATED INTO THE EXTERIOR O GROUND RING Al C NECRONS ARE lU BE CAD WELDED AND SPRAYED WITH \ \ ` Do a;LVANrzeD Pa Y R C III T E C T S #2 NG SOLID TINNED COPPER WIRE FROM UNISIRUT FRANC(ELEC/IE!CO RACK)TO ECR N 1LOG DM 1 SCTh "a CANOPY T _-__- -`• Ii 1 TFCJI ( t l I L9CCT\\117it -_— _____ I O CON MEN-POLE G�OL'ND BAR(TGE) I`A>I Gpo di30 It fit(14n 6ii)l )' I OA%NL \ TO O§2 AY.ti.SOLID TINNED,COPPER 41IRE FROM ICE BRIDGE TO AIGB UNWON MENT O�,,-SED SOLID TIN. COPPER WIRE FROM CANOPY CONDUIT SUPPORT TO MGB , (iYP FOR V 5 , ANTENNA GR NO 8AR (SAGS)ONE BAR PER SECTOR I, J� � -------------- I'- I __- I 4C-0- ONLY) O CDT(WL CROLNO IGT CCK}DO NOT INSTAL' ON BENDS { OL(T2 WG SOLID TINNED COPPER WRE FROM EACH ANTENNA MOUNT TO SAGS CAD-WE�/ IC MOUNT.TYP.xG h!G STRANDED G EEN TM:YtJ INSULATED COPPER Y/IRI FROM EPGH felt TO SECTOR CONNITANi /2'o COAXIAL ANT NA GROUND (SACSJUMPERS ON $2NyleSLI :'IRE FROM EACH C,°5 CGK 70 SALE Typ �.52A B)ORCOIiT�D TO GONCFIIMRENTI POLE CRO,NSU BAR(TTYPPICALN OP j)GROUND BAR 5 8 %10'-0"LONGII COPPER LAD STEEL VERP,CAL G-OUND ROD SURIEU 42"6ELOW FIN GRADE RODS SHALL BE PLACEp NOi MORE THAN 15 &NOT LSS THAN 6'APAR?FROM ADJCENTCROUVDDS 1TYP)5/J%10-0" OINGCOPPER CLAD STEEL VERT,(AL GROUND ROD IN IHSPECTN TEST -- __ ___ _ YTuREO42L SE OWFIN GRADE TYP OF(2) (SEE DEAL 3,THISSHEET]5 ( 6 AYAT STRANDED REEK THWN POLE TO COPPER:VIRE FROM COAXIAL GROUND KITSO OAIE 6USMIiSK)N'� - - - ' (CG)AT B/SL OFC NCEALTtENi POLE TO TGB (TVP FOP EACH CABLE) O TI20/15 65tE0 FOR♦&VEIN / GROUND BAR d 2 A:TG SOLID TINT D COPPER W,RE FROM NEW TGE AT CANOPY CONDUIT SUPPORT TO T 8_13 _ dE.V�FT9 ATTClMY CC"&NIS / f1S2Tt. C0 CEALMENT POLE ROUND R NO 2 2r4W 59E'J FCR FLNG EXCAVATE BY HANG FOR THE CONNECTIONS TO OU t 0 AWG SO_D TIINEC COP-ER MITE FROM CONCEALMENT POLE GROUND LOGS TO A I THE EXISTING TENTER GROUND RING TO ENSURE \J r. THAT SAID GROUND RING AND GROUND LEADS OF CEALVENT POLE$NROJND RING(TGR) (TYP OF 2) / OTHER CARRIERS ARE NOT DAMAGED I 10 ANG SCUD O MtN{BELOW GRADE TI^ONNECTED TO 1GROUND IRE VRODS MTHAT ENT PARE INCORPORATED GUE GROUND RING INTO TOR ALL Car / \\� Carr INECTIONS ARE T BE CAD WELDED AND SPRAYED WITH COLD-GALVI.NiZED PA114T (EXISTING) -- — I/�/��)�L)/jh 0 GROUNDING SYSTEM CONNECTIONS 11 P I ANG SOLID TWIT:0 COPPER WIRE FROM GENERATOP ENCLOSURE TO GROUND RING Q CO, PPEP,GROUND REDS O IF I A&I STRA14DZD GREEN THWN INSULATED COPPER WIRE JUMPERS CONNECTED) _ 0 8" 1,-4' 2-B' FRCTA ICE 8PIDGE SE ONS TO ICE EPJDrE FOSTS CAD WELD.LLL CONNECT,ONS l GROUNDING SCHEMATIC PLAN L�t� iNORTH `61 COPPER GROUND ROD IN TEST(YELL O( AWG SOLID TTN D CO°PER WARE AT CALV STEEL SAIR 10 ECR(TYP) NO DATE REVISION AWG SOLID PNM O COPPER WRE FROM LICHT TO EGR(TYP AT(2)) SCALE _ KEY PIAL AREA OF WORK i GROUNDING NOTES 1 ALL GR.UNOTG SHALL COMPLY WITH THE MOST RECENT REQUIREMENTS OF 12 ALL ANTENNA MOJNTINC HARUWArE TO BE 4'ROUNCm TO APPROPRWTE ANTENNA GROUND D.V75 CASs IRON FIANCE AND NEC ARTICLES 250 AND 810 AND VERIZON WIRELESS STANDARD NOTES AND 13 ALL ABOVE GROUND CCNNECTIONS SHALL BE INSPECTED FOR TIGHTNESS AND CORROSION(E) COVE k hY17H WORD'GROUND' , ��," ,e* SPECIFICATIONS (LATEST VERSION) MONTHS -TER INSTALLATION AND EVERY(12)MONTHS THEREAFTER CASE IMO COIER tA,, � ,i>; 2 ALL DETAILS ARE SMDNN IN GENERAL 7ERIAS ACTUAL GROUNDING 114STALIAIION �,\/��t�``� �l PND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS R IS NOT 74 FOR DISSIMILAR METALS,USE CONDUCTORS WITH THE PROPER BIMETAWC TRANSITON CONNECTOR INSPECTION HAND nOLE [�` 1 "'\A` THE INTENT OF THE DRAWINGS AND SPECIFlCATDNS TO DEPICT EVERY PIECE OF BETWEEN THE TWO ASSEMBLY �( EOUIPMENT AND DETAIL BUT RATHER TO SHOW SYSTEMS TO BE INSTALLED 15 NETALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED IN PROM SYSTEMS WITH ALL APPURTENANT--EOUIPMEM OR COMPONENTS, ACCORDANCE WITH NEC ARTICLE 620-40(A)S PPOV'DE GROUND JUMPER FROM BONDING BUSHING \ _�/! �\ t� + - `. + WHETHER SHOWN OR NOT,TO MAKE A COMPLETE OPERATIONAL SYSTEM IN TO NEAREST BAR USING�'2 WIRE AND OZ-GmNEY TYPE MBLC BUSHINGS GRADE � ' �✓/� ��` 1/\ ll\L�%�� \ ' k CCMPLMCE WITH THE CRITERIA SET FORTH `` �� /�'lj✓`/�j`•1�\ \��T\ �• I 1 3 RESISTANCE TO GROJND SHALL BE 10 OHMS OR LESS MAX CONTRACTOR SECTOR ALPHA SECTOR BETA SECTOR GAMMA / `\ SHALL EMPLOI A G4OUNO,NG EVALUATION COMPANY SUCH AS D&H ANT/MOUNTS AAT/MOUNTS ANT/MOUNTS `1 DEVELOPMENT(515-461-2969)OR EQUAL NOTIFY VERRON WIRELESS lV L PROJECT MANAGER if THERE ARE ANY SITE SOIL/RESISTANCE CONDITIONS K \` THAT L4YY PR=ELUDE OR HMJPEH A PROPER AND COMPLWN7 GROUNDING K ANT[IJINR K ANRMU ANfEN;k SYSTEM INSTALLATION GROUNDING ARRA4CEMEN(SHALL BE TESTED FOR C S SUPPGR75 CGK'S SUPPORTS LGK S SJPPCfliS COMPLIANCE WITH THE SPECIFIED CRITERIA SUBMIT AN INDEPENDENT FALL OF (WP) (TIP) )\\ 6 GROUND T�i� J✓,\` POTENTIAL.FEST REPORT SHOULD THE CRITERIA NOT BE VET,CONTRACTOR TEST LOOP - y Il SHALL COORDINATE ALL ENHANCEMENT V/LTH THE VERIZON WIRELESS PRQJECi L tTANVwER PRIOR TO THE COMMENCEVENT OF SUCH ENHANCEMENT WORK 711P OQ NOT CAD WELD ' 4 FOR GROUNONG OF EQUIPMENT SHELTER SEE SHELTER MANUFACTURERS Oj (,1� O OJ IU TO LE TO I DRAWINGS AND SPECIFICATIONS GM1V 86'R `--/ C4Et PAR 1\ verizonx/ - CABLE rD ROD CAD `. 5 SEF GROUNDING SCHEMATIC FOR ANTENNA GROUNDING REQUIREMENTS WELDED �l�l.. I - 6 ALL CONNECTIONS ARE 10 BE MADE TO BARE METAL THOROUGHLY PREPARE CONTACT SURFACES TO ENSURE A PROPER CONNECTION(I E FILE PWNTEO 1 �' ] AREAS) PROVIDE COATING OF AN ANTIOXIO/NT COMPOUND(NO-O%,OR EQUAL) TOP v UON^.PON SECTOR SECT09 SECTOR ]33 ON CONEACT SURFACES OF ALL CONNECTIONS ALL BELOW GROUND ALFHA BETA GAMMA 4°1 CONNECTIONS'IND EKTER,OR CONNECTIONS TO EQUIPMENT SHALL BE CAD BOTTOM OF MONOPOLE MULTI MW n MOLT; GROUND ROD COPPERWELD ( I �f 'ORIENT POINT 2' 4!! 6WELDED AND SPRATED YJITH COLD-GALVANIZED PAINT ABOVE GROUND CDR'S K CCKS CGK'S 3/s'0%10-0'LONG—{- CONRECTIONS SPALL BE CAD WELDED,GROUND LUG,OR COMPRESSION FITTED + OR GROUND LUG,USE STAINLESS .EEL HARD CONSISTING OF TWO HOLE G MONOPOLE LONG BARREL LUGS WITH A LOCK WASHER THAT SHALL BE PLACED ON THE RUT IJOTF" GND BAR 92 ANG SCUD TINNED f i 7 ALL METAL OBJECTS'WITHIN 6'SHALL BE GROUNDED BACK TO THE EOUIPMENT ATBT GROUNDING S'MILPR EXTERIOR GROUND RING GROUND RING WITH¢'2 AWO INSULATED SOLID TIENED COPPER WIRE � ^ CLEAN SAND FILL .T 8 a1 BENDS,CURVES,AND CONDUCTOR SPLICES SnALL BE TOWARDS THE 4 �� GROUND LOCATION(GROUNDED ENO)OF'HE CONDUCTOR AND SHALL MEET OR P ° NCEAI.MEI I rol �,NY nM E%CLC MINIMUM BENDING RADII GROUNPI,G CONDUCTORS Tf6 ANU LARGER SECTOF ALPHA SECTOR BETA SECTGP GAMMA POLE } _ SHALL HAVE A MMIMJM BENDING RAD'U5 OF 12'.GROUNDING CONDUCTORS,V,'6 ANT L„BLES 94T CABLES A14T CABLES - ELC/TELCO RACK II�{ECTON ANO t+0!i � T n L�- ^1`\ AN SMALLER SMAL HAVE A MINIMUM 6END;hG RADIUS OF 8" MULTIPLE 'a RE PREG'LST GROUND NO_T__a&3 (A U_ T OR PVC`AND i J� TILE 9 UN!E5S OTHERWISE NOTED GROUNDING CONDUCTORS SHALL BE Q O OK r, SHALL RF A MIWIJUA6 CF I --` II `• - I RODS €QUIP '�� 12'IDX3G'DEE',, J J A BETWEEN EXTERIOR ITEMS AND BARS AND FROM SECTOR ANTENNA GRCU�O CC%S CGKS CGY'S CABS ;- ')) - ✓�✓ GROUtJD2rG A1F�dVIATION BARS TO TONER GROUND BAR,y"2 SOLID,TINNED.COPPER -� 0 TYP - dT- B BETWEEN GPUUND KITS,i BARS-#6 STRANDED GREEN G - I I \•L - \ --. THLYT UNSULATED COPPER (EI:TAN� -_- C EXTERIOR GROUND RING-52IQ CONTINUOUS SOUC - - JULY v$?TAT TJNNCD COPPER i \�. PROJECT NO '4 10 GPS TPF dSMI5510N LINES SHALL HAVE A''LEAST(1)GROUND KD INSTALLED AT I ` �" DRIC1,H)— - H1 _ THE Y,'AVE GNOi ENTRANCE PERT MASTER G1vVIA SeRO i` .� CHKKED By Tl lE 11 PROVIDE ALL 14MMSPRY GROUNDING WiS AND HARDWARE AS REQUIRED (SEE VERIZON COADURS'SEE r�FAQ I � ITA11 As .Z !:'IRELSa ENCL'lE%14ING STPA'DARDS CUTEST VERSION)FOR ADDITIONAL GROUNDING GROUNDING NOTE,IS) /�T - --' �'-"'--- ORATING NO - -.T L ,) 1 ;1 i( WAN AND Aho SPECIFlCATONS--) e W i �� `-T t• � MU,TIPLE / GROUND ROD TE T WELL E-101 00' I= �GJ =;P TYPICAL GROUNDING SCHEMATIC GRDOND (° _ ( - RODS v� 1 SNE^No I ii 17-Ci`D v i SCALE NTStE ) -4 I ��I 1 1 DFS, 2 0 I { I- 13,0'a,rd 0-"•..h-_i7 L.E.;_, (. ( r 1186-26 DC14B69 AM047 MAP OF PROPERTY SITUA7E ORIENT POINT Town Of Southold. Suffolk Co, NY I Scale 1"=40' Area- 202,276 S F or 4 644 Acres l �.s ups • -„ „• Cf�" 40200 Main LLC 1Yestcor Land Title Insurance Company ((ff((�� \."4 u / ...ate... t t/ •k 1 •a'u-\r�r\\ t1 J /. •u�." 5„e] u \`,°' ARSh CAI CULATa- } AR;A 10 TIE U`:E=202 276$f 1 •u / ( � ,• \��] MEA U\X VA,ER a 77,293 Sr I -\ / .a•\•>•}\ �41a Mri,urveCMVATCR IN exm-57404 Sr . 1 U�� \ .rr AREA Cr aU9.DA9LE U\D=8D 5 a 5 S lel a;( •,\`k 4a\ I AREA Of LOT COVERAGE(aUIlO'N(:S)-.369,SF .m15 D am It C •u � .u\ \ u d1. u � �`r � t\ I •u- 'µms .a,I\> -_ •._ -_-__ h'• • �,\\\,•, __ a j�`kj1{1 \•�r •^)_o�l! . i x./ ( yr � 11 r�'.>.•r r KEY rdc°cr.rvM, 7't V, / DEC2 r` r 0 2021 / tl ;,�� w1rR .• 1 t r)talr;,f,: ,•t1 I ,d= rarE m mv...rTi NOTE "'""'" 06WGVG5 DEP.CTED HEHEON ARE Revised June 26, 2019 - CEHA line &Area Calcs Surveyed Jon S, 2019 ...>•.r r.,•..,,...r+is"r'.,ro.,°+e d.tiE i�aT.11cO IM1 05'SS•COUNTER CLOCKt515E f FROt+PnENOJS DEED aEARf.1y'S OFNE ZE W y GEORGE WALBRIDGE SURVEYORS,P.C. Lard Sun+epars&Land Planners ` Y * 300 PanngO Place-Suite 116 "112 East Hampton,Long Island N.Y.11937 M,"•�, n ^ 'J,,�r° Pilon•(631)324-0412 Fax.(631)324.9649 " I; p` yip E-mail:mfa@AvalbridgcsurveyomcaM Flevatlon Daum 4'AVD 1988 L tAND S C T H tOtPJ-07 ' 5-09-8 1 ` c\land protect\oricnl_6y_sea\dwa\carlson\survey_6-26-i9 a. r u£� r i t i� •�: Y to ..�"� l .f1L - iC 6 +I. 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"•`• „..•.." ----- COUNTY OF SUFFOLK " " ��) G �— ,„ •»^ O �.. —�— «,. �.,' u }teal Property 7a:Service Agency W ceraanu„n.vr.rce"mm �c YK sounlaa .e b1 O a 5 D ——.—— __ ._ ..— _ ,•• —_ x...eMw 1x11 .. »$ v,Tr,iRfrrFN OHaa4al,KTf. p wm.' /- 3111 rtv S ,x a.a2ec - CONSTRUCTION DOCUMENTS FOR WIRELESS COMMUNICATIONS FACILITY: , . •'_ j 9 ORIENT POINT 2 f� 40200 MAIN ROAD., ORIENT., NY 11957 VZW PROJECT I 16318733 ' i - PROJECTARCHITECTS WFC 12-1 TECHNOLOGY DRIVE, SETAUKET NY 11733 P. 631.689.8450 1 F. 631.689.8459 www.wfcaia.com SITE INFORMATION PROJECT CDRJ4 I I� G INDEX INITIAL ISSUANCE LATEST ISSUANCE FtEDARc REVISION NO. &DATE �e5 NDER M VERIZON WIRELESS SITE NAME: "ORIENT POINT 2" APPLICANT: NEW YORK SMSA LIMITED PARTNERSHIP (914) 714-7371 DWG. NO. DRAWING TITLE d/b/a VERIZON WIRELESS 4 CENTEROCK ROAD ARCHITECTURAL z WEST NYACK, NY 10994 SITE TYPE/DESCRIPTION: AT GRADE: EXISTING VERIZON WIRELESS l OKW DIESEL DC T-100.00 TITLE SHEEP 7/27/21 2 12/9/21 iF GENERATOR TO BE REMOVED AND REPLACED WITH NEW PROPERTY OWNER: M.G.H. ENTERPRISES, INC. (631) 323-2424 G-1C0.00 GENERAL NOTES AND ABBREVIATIONS7/27/21 2 12/9/21 94 R 50KW DIESEL GENERATOR WITH SOUND ENCLOSURE SET 40200 MAIN ROAD, ORIENT, NY 11957 F ATOP EXISTING ELEVATED STEEL DUNNAGE EQUIPMENT ROBERT HAASE SP-100.00 ARCHITECTURAL SITE PLAN 7/27/21 2 12/9/21 O PLATFORM. A-100.00 EAST ELEVATION AND ENLARGED EQUIPMENT PLAN 7/27/21 2 12/9/21 CONSULTANT: LEASING CONTACT: JIM KORWAN (516) 946-8920 A-101.00 GENERATOR INFORMATION 7/27/21 2 12/9/21 PROJECT LOCATION: 40200 MAIN ROAD ORIENT, NY 11957 TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 CONSTRUCTION CONTACT: PETE MCCARTHY (631) 236-2108 ZONING DISTRICT: 1000 ZONING DESIGNATION: MARINE II A/E (ENGINEER) CONTACT: NEIL A. MacDONALD, AIA, LEED AP (631) 689-8450 EXTA 15 LATITUDE: 41.15294 (NAD 83) NO. DATE SUBMISSION LONGITUDE: -72.24419 (NAD 83) 0 7/27/21 ISSUED FOR REVIEW ELEVATION: 5' +/-AMSL (NGVD 29) PSEG LONG ISLAND CONTACT: SUSAN BRUCE-FEINSOD (631) 348-6044 1 8/3/21 REVISED PER ATTORNEY COMMENTS 2 12/9/21 ISSUED FOR FILING ZONING JURISDICTION TOWN OF SOUTHOLD VZW SITE ID: 5008164 VZW PROJECT ID: 16318733 a NO. DATE REVISION KEY PLAN: AREA OF WORK cmAN eixx sono iPvr Ao eoi 111111111111 [1?L(1Nr:L f.AND M1TAIE PARKCMIGMSRInN E 9 3 �+iPd 'nn��u tPnm LOCATION i P KEY SAP ,�„�,� es+irr+al Qiseace Cer:tar_. \ " Li ItZt;:f1r d y flo.°ty Isv�ao i' Ditrn-,e Center,. .fid„ , ..r � •. llp % v 40200 Main Rd otil `ORIENT POINT 2' 4ry 0200 MainPd GENERATOR REPLACEMENT . Pr' �T"cme3Fi£li�ng . 40200 MAIN ROAD VIS„, ,\1 11967 TITLE: Q FPla 2022 TITLE SIFT d_7 E30„rd DATE: JULY 14, 2021 PROJECT NO: 21-14738 r.. DRAWN BY: MM (.._ . i1 ... CHECKED BY: TM SCALE: AS NOTED DRAWING NO: SITE LOCATION -- NORTH SITE LOCATION SCALE: 1” = 200' NORTH SHEET NO: 1 OF 5 GENERAL NOTES FOR CONSTRUCTION SYMBOL LEGEND ABBREVIATIONS DRAWING LEGEND: GENERAL REQUIREMENT. WARRANTIES: _ SITE LEGEND: a ! 1. Information shown on these drawings is for design intent only. Verify existing conditions ti. A/C AIR CONDITIONING IG ISOLATED GROUND architect and/or engineer. Do not 1. The Contractor shall guarantee all labor and materials used in this project for a minimum w Wall I P r i i �• Ac ACOUSTICAL ID INSIDE DIAMETER and dimensions in field. Coordinate discrepancies with the arc g Ne o t t on Contour / Topo period of one 1 year commencing from the date of final acceptance b the client. ACP ACOUSTICAL PANEL INFO INFORMATION 0 ,.. scale drawings to determine dimensions. P O Y 9 P Y Line 1^ : ACT ACOUSTICAL TILE INSUL INSULATION D ION e . 2. Establish lines, grades and benchmarks necessary for proper work from given survey New Rated -- Property Line ADJ ADJACENT ISP INTEGRATED SERVICE PANEL .: . , 2. The Final date of acceptance is deemed as the date that all required state and federal Partition AFF ABOVE FINISH FLOOR 100 data. work shall be erected and installed plumb, level, square and true and in proper P q approvals have been obtained including, but not limited to: ; alignment. New Partial Ht. AFG ABOVE FINISHED GRADE J Stockade Fence A. Final inspection AGL ABOVE GROUND LEVEL JC JANITORS CLOSET P Partition Line ALT ALTERNATE r ' 3. All work shall be done in strict accordance with provisions of local, state, federal, laws, B. Certificate of Occupancy Existing Partition -x-x-x- Chain Link Fence ATS AUTOMATIC TRANSFER SWITCH K ordinances, OSHA standards and regulations wherever applicable. Contractor shall ALUM ALUMINUM KW KILOWATT coordinate and arrange all third party special inspections required under NYSBC chapter 17. Line 3. Any deficiencies that come evident during this one (1) year period shall be corrected by ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ` for shall be responsible for quantities of work. furnish labor, materials and the Contractor at the Contractor's expense. Existing Door to o+►a Gas Piping Line 4. The Contractor p q �� Remain ANT ANTENNA LAM LAMINATE (D) equipment required to complete work. APPV'D APPROVED LAN LOCAL AREA NETWORK A R C H I T E C T S t=== Door/Wall To � Electrical Conduit ARCH ARCHITECT (URAL) LB (LBS) POUNDS(S) 5. Provide proof of workman's compensation insurance and disability insurance coverage QUALITY ASSURANCE Remove AWG AMERICAN WIRE GAUGE LL LIVE LOAD 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 required by governing state law prior to start of work. J0000 New Door T Telco c o Conduit AWS ADVANCED WIRELESS SERVICES LP LOW POINT P. 631.689.8450 I F. 631.689.8459 l www.wfcaia.com A. Workmanship shall be of the highest quality and done by employees skilled in the LTE LONG TERM EVOLUTION 6. Each contractor shall be held to have visited the site and to have verified all existing practice of their trade. conditions prior to submission of bid. Notify the architect immediately and prior to progress Detail Number TA Electrical/Telco B M O�°C:l DE P Y B. All work which fails to meet the standard as herein described, shall be replaced by the 1 C o n d u i is BBU BASE BAND UNIT MAX MAXIMUM of work if unusual field conditions arise. Contractor, at the Contractor's sole expense, including the work of others damaged by the A-1 Section Marker BD BOARD MATL MATERIAL o ��-� • � � 7. The Contractor shall verify and be responsible for all field dimensions and job conditions, initial failure or the corrective repairs. Ground Wire BLDG BUILDING MBD/MBDs MAIN DISTRIBUTION BOX(ES) �k ' e architect of an discrepancies, conflicts and/or omissions which would Drawing Page Conduit BLK BLOCK MECH MECHANICAL ,�, and shall notify the y p � D BOTTOM OF MFR B.O. ��.','�� interfere with the satisfactory completion of the work. Should the Contractor fail to follow this C. All items of work identified on the drawings by name, note, or material designation are Number a+ Overhead Wire ( ) MANUFACTURE �R) (D) j. o�� procedure and continue with the work, the Contractor shall assume all responsibility and new, unless otherwise noted. BSMT BASEMENT MFR/MANUF MANUFACTURER (S) 1 BTS BASE TRANSCEIVER STATION Misc MISCELLANEOUS �o ''�'�� liability arising therefrom. View C atch BUR BUILT UP ROOFING CONSULTA SAFETY & HEALTH PROVISIONS - B asin/Drywell N 8. Where pipes, conduits or low tension wiring penetrate fire rated or sound rated C NIC NOT IN CONTRACT enclosures such as wall or slab, the spaces around such penetrations shall not exceed 1/2". A. The Contractor shall be responsible for initiating, maintaining, and supervising all safety 0000 Door Number - - Light Pole (�/CL CENTER LINE No NUMBER pack spaces solid with mineral wool or approved equal on both sides of the rated enclosure precautions and programs in connection with the performance of the Contract. The CAB CABINET NOM NOMINAL to ensure full fire/sound rating in compliance with the local building code. Contractor shall take reasonable precautions for the safety of, and shall provide reasonable x'-x" Elevation Utility Pole CB CATCH BASIN NTS NOT TO SCALE protection to prevent damage, injury or loss to employees executing the work and other Benchmark CDMA CODE DIVISION MULTIPLE ACCESS 9. In all cases, drawings shall not be scaled for information. Dimensions and conditions persons who may be affected thereby. The Contractor shall give notices and comply with CEM CEMENT o must be verified in the field. applicable laws, ordinances, rules, regulations, and lawful orders of public authorities - Partition Type Tag Fire Hydrant CLR CLEAR (ANCE) OA OVERALL bearing on the safety of all persons and /or their protection from injury. The Contractor shall CLG CEILING OC (O.C.) ON CENTER 10. All new materials and installations shall be in accordance with the manufacturers latest erect and maintain, as required by existing conditions and performance of the Contract, Ceiling d COAX COAXIAL CABLE OD (O.D.) OUTSIDE DIAMETER printed specifications, and with all applicable code requirements 2 x 2 C e i I i n g Grid I Sign CMU CONCRETE MASONRY UNIT off OVERHEAD p p PP q reasonable safeguards for safety and protection, including erecting temporary barriers, CNTR COUNTER OPNG OPENING posting danger signs and other warnings against hazards, promulgating safety regulations COL COLUMN OPP OPPOSITE NO. DATE SUBMISSION 11. All work shall be perforrrled in accordance with best standard trade practices. Each and notifying owners and users of adjacent sites, spaces, and utilities. trade shall cooperate with other trades to facilitate job scheduling and completion. ELECTRICAL& MECHANICAL coNc CONCRETE o 7/27/21 ISSUED FOR REVIEW L (SEND: CONST CONSTRUCTION 1 8/3/21 REVISED PER ATTORNEY COMMENTS B. All necessary precautions shall be taken by the Contractor, throughout the course of the Field Weld � Smoke Detector CONTR CONTRACT (OR) P 12. Proprietary names identifying items of work are used to designate the standard of 2 12/9/21 ISSUED FOR FILING P rY fY 9 9 project, to ensure that: Weld All Around CPT CARPET PCs PERSONAL COMMUNICATIONS SERVICES construction. Items of equal quality may be submitted for the architects review. CT CERAMIC TILE PL PLATE 1. Safe and proper ingress and egress from the building and all project areas will be 1/4" Welding Designation S p ri n k I e r Head CTR CENTER PL LAM PLASTIC LAMINATE 13. Each contractor shall be responsible for any damage to adjoining remaining areas as a maintained. I Fillet Weld CORR CORRIDOR PNL PANEL result of his work, and shall repair damaged surfaces to their pre-existing conditions or as Weld size Hung Exit Sign PP POWER PANEL may be required to complete the entire scope of the work. 2. Fire protection and life safety components within the building will be properly ® D PSI POUNDS PER SQUARE INCH maintained. , DB(S)/(dB) DECIBELS) PVC POLYVINYL CHLORIDE 14. Alterations to existing work shall be patched and finished, as necessary, to match Wall Mounted Exit DEMO DEMOLITION existing contiguous surfaces or new finishes shown. 3. Structural integrity of the building will be maintained. Construction materials shall be Sign DEPT DEPARTMENT R spread out if placed on framed ceiling or roof members. Loads shall not exceed the D u I e x Re c e to c I e DIA (0) DIAMETER RAD RADIUS 15. At the completion of each workday, each trade shall be responsible for cleaning up their design live load per square foot. Provide adequate shoring and or bracing where P p DIAG DIAGONAL RD ROOF DRAIN work. Rubbish removal shall be done in a dust inhibitive fashion, and the job site shall be structure has not attained designstrength. DIM DIMENSION REF REFERENCE No. DATE REVISION . free of all debris and broom clean upon completion. 9 DL DEAD LOAD REINF REINFORCED Quad Receptacle DN DOWN REQ'D REQUIRED KEY PLAN: 16. Where applicable, clean all floors, walls, doors, misc., glass, etc. leaving jDP DAMP PROOFING RF RADIO FREQUENCY ob free of dust 4. There will be no creation of noise outside the hours of 8:00 AM to 6:00 PM unless AREA OF WORK agreed to in advance, in writing, with the property owner. MATERIAL LEGEND: Light Switch DR DOOR RFCC RF CONCEALMENT POLE emcx R� and debris, prior to project completion. wrw.e� DTL DETAIL RFG ROOFING 5. Building security shall be maintained in order to prevent unauthorized entry to the DWG DRAWING RIP RETIRE IN PLACE 17. Existing equipment and materials to be removed, which are not required to be relocated _ _ _ q premises and / or secured portions thereof. ,.. {. :,. Emergency Light (Existing ) DWR DRAWER RMH/RRHs REMOTE RADIO HEAD(S) . ...... R or retained by the owner, shall become the property of the contractor and removed from the Concrete premises. 6. Water, Gas, Electricity, and other utilities as applicable, shall not be interrupted during E Ro ROUGH OPENING E - Emergency Light (New) EA EACH 18. All concrete used for on-site construction shall be air entrained, minimum 4,000 psi at 28 construction, unless agreed to in advance, in writing, with the property owner. Steel Section EIFS EXTERIOR INSULATION FINISH SYSTEM S = days, air entrained from 4% to 5%. 7. There will be no accumulation of dirt and dust. The contractor shall leave the area of Pendant Flood ELEC ELECTRIC (AL) �\ \ \� Light ELEV ELEVATION S SOUTH x- work broom clean at the end of each day. �\� ,\\j�\\/,'\� Undisturbed g EMDED EMBEDDED SCHD/SCH SCHEDULE 19. Elevation 0'-0" is a reference of the existing grade height. Notation to heights will be \��\�\ \ from this elevation, unless otherwise noted. Earth/Soil O Smoke Detector EMERG EMERGENCY SD STORM DRAIN Stone/Gravel ENCL ENCLOSE (ENCLOSURE) SECT SECTION 20. Verizon Wireless will remove hazardous materials, including asbestos containing EQ EQUAL SF SQUARE FOOT materialGaly. s) encountered throughout. If existing asbestos containing material is encountered Steel GratingExc EXCAVATE SPEC SPECIFICATION Ip Existing Fire Extinguisher ETC ET CETERA sIM SIMILAR during the work, report this immediately to the Verizon Wireless construction manager for � $ New Fire Extinguisher EXH EXHAUST SPR SPRINKLER remediation. x x x x x " x x Ga Iv.Stee I Diamond � EXIST/(E) EXISTING SS SQUARE (S/S) STAINESS STEEL x x x x x x x x 21. Large scale drawings take precedent over small scale drawings. Detail drawings take x x x x x x x x Plate a New 4' Pendant Light F STD STANDARD precedent over large and small scale drawings. B rick Facade FCC FEDERAL COMMUNICATIONS STL STEEL COMMISSION STOR STORAGErT 22. The Contractor shall be responsible for documenting existing conditions prior to start of - ® Su PPIY FD FLOOR DRAIN SUSP SUSPENDED W(KOK O`. work. Documentation shall be in the form of electronic photographs and written description FDN FOUNDATION of existing damaged items, not specifically noted on construction drawings. Provide copiesFE FIRE EXTINGUISHER T of this documentation to the architect &Verizon Wireless Construction Manager at start of Return FIN FINISH (ED) T TREAD work. Damaged items, not specifically noted or visually observed in photographs, shall APPLICABLE CODES FIXT FIXTURE TEL TELEPHONE become the responsibility of the contractor. Contractor shall remove, repair and/or replace FACILITY NOTES FLR FLOOR (ING) THK THICK (NESS) ense. FP FIREPROOF TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION .ORIENT POINT 28 at their own expFPSC FIREPROOF SELF-CLOSING T.O. TOP OF 1. New features labeled as such; all else existing or future by others. ALL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES F FEET T.O.S. T.O.S. (TOP OF STEEL) 23. In the event of a discrepancy between drawings and specifications or between drawings AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION FTG FOOTING TYP TYPICAL GENERATOR REPLACEMENT bring the discrepancy to the! architects attention immediately, in writing, for clarification. 2. The existing public utility wireless communications facility will be unmanned and will be OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL visited approximately once a month for maintenance purposes; therefore it is not anticipated to GOVERN THE DESIGN.THE FOLLOWING CODES ARE NOTED: G U 24. The Contractor shall take no advantage of any apparent error or omission in the generate additional traffic. ■ BUILDING CODE OF NEW YORK STATE 2020 GA GAGE, GAUGE UL UNDERWRITERS LABORATORIES contract documents. in the event the contractor ■ EXISTING BUILDING CODE OF NEW YORK STATE 2020 GALV GALVANIZED UMTS discovers such an error, or omission in the UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM MM ROAD contract documents, the contractor shall immediately notify the architect. The architect will 3. No additional parking is required for the existing use, as this is an unmanned site. ■ MECHANICAL CODE OF NEW YORK STATE 2020 GC GENERAL CONTRACT (OR) LION UNLESS OTHERWISE NOTED ORBNT, W A957 then make such corrections. and interpretations as may be deemed necessary for fulfilling ■ PLUMBING CODE OF NEW YORK STATE 2020 GFI GROUND FAULT INTERRUPT UPS UNINTERRUPTED POWER SUPPLY the intent of the contract documents. 4. No solid or liquid waste will be produced by the existing use, as this is an unmanned site. ■ FUEL AND GAS CODE OF NEW YORK STATE 2020 GHz GIGAHERTZ ■ FIRE CODE OF NEWYORK STATE 2020 GL GLASS, GLAZING V TITLE: 25. The Contractor is responsible for obtaining all required inspections. 5. No water or sewage facilities are required for the existing use. ■ ENERGY CONSERVATION CODE OF NEW YORK STATE 2020 GND GROUND VCT VINYL COMPOSITE TILE ■ NFPA 70, NATIONAL ELECTRICAL CODE (NEC)2020 GPS GLOBAL POSITIONING SYSTEM VIF (W.F.) VERIFY IN FIELD GENERAL NOTES AND ABBREVIATIONS 26. The Contractor shall forward final close-out photos documenting all installed equipment, ■ NFPA 58, LIQUEFIED PETROLEUM GAS CODE 2020 GSM GLOBAL SYSTEM FOR MOBILE VZW/VW VERIZON WIRELESS mounts, connections, etc. of the completed installation at the antenna level including model 6. There will be no commercial or retail signs, nor special lighting for the new site other than TELECOMMUNICATIONS numbers, down tilts, etc. to the Architect u on completion minor maintenace lighting at the proposed equipment cabinets beneath the equipment weather CONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: GWB GYPSUM BOARD WALL w P P canopy. W WEST DATE: JULY 14, 2021 27. The Contractor shall provide shop drawings for dunnage and canopy steel fabrication. ■ AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL H W/ WITH PROJECT NO: 21-14738 EGRESS NOTES CONCRETE. HC HOLLOW CORE WD WOOD DRAW ■ AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL HDR HEADER WFC WFC ARCHITECTS N BY: MM 28. Prior to the final inspection, the Contractor shall provide the following to the Architect: CONSTRUCTION,ASD, 15TH EDITION. HDW HARDWARE WM WIRE MESH CHECKED BYJ TM - Final redlined As-Built drawings 1. Maintain legal exit access for spaces being interrupted by construction. Provide 60" main ■ 2017 ICC A117.1 STANDARD FOR ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES. HT/HGT HEIGHT W/0 WITHOUT I� ■ TIA/EIA 222-F (REV WHERE APPLICABLE MUNICIPALITIES REQUIRE), STRUCTURAL STANDARDS HM HOLLOW METAL WWM WELDED WIRE MESH -All third party inspections results aisles and a min. of 44 secondary aisles for employees to exit space in case of an SCALE: AS NOTED DRAWING N6: - clear digital photos on disk or via email emergency when working within buildings. Maintain aisles free and clear from obstruction. FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: HP HIGH POINT WWF WELDED WIRE FABRIC Provide temporary exit diagrams, mounted in conspicuous locations for all to see. ■ TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR HTG HEATING i'' - Generator start up report (When generators are installed) P rY 9 P TELECOMMUNICATIONS. HVAC HEATING VENTILATION00 . 00 - Certificate of Electricians Certificate and grounding test verification 2. Maintain exit and emergency lighting for adjacent occupied or tenant spaces during the ■ ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS-TELECOM, ENVIRONMENTAL PROTECTION & AIR CONDITIONING course of construction. Should any of these systems require shutdown, notify the Verizon SHEET NO: 2 OF 5 Wireless project manager, in writing, with 72 hour notice. i fir" Nw 5 s-' ;..: •t" '.. gyp'" `^.,} ',•f,_ b55 • `.fit E .Y": any K. EXISTING OVERHEAD \ UTILITY LINES FROM UTILITY POLE X35 A R C H I T E C T S \ BEYOND _ T _ 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 • s�� •' P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com i o�oAcl, \ EDq�c DER /• \� `v • \\ - -- /•' �¢P\�'` 10, 1, � r'•2 ew;w� �`�' F 6 �•• CONSUL PROPERTY LINE, TYP. 100, / O NYSDEC Freshwater Wetlands /•' e G ' o EXISTING -( •/ STORAGE BUILDING �� /•• / /'• �� 7 NO. DATE SUBMISSION / EXISTING 0 7/27/21 ISSUED FOR REVIEW MARINA Q 1 8/3/21 REVISED PER ATTORNEY COMMENTS 2 12/9/21 ISSUED FOR FILING v() �O Up -15 Vol- rP CLOSEST DISTANCE BETWEEN LIMITS OF /3 6c CLEARING AND WETLANDS Z /•• Q m-. �5rG o ® �• `S'�` ti ® SS �' EXISTING c EXISTING VERIZON WIRELESS EQUIPMENT AND o� i/•/ '® + ry �,o TRANSFORMER, METER Y,p� + -� /�3 GENERATOR MOUNTED ON EXISTING ELEVATED / , ' `./ s . '�� '� Otic AND DISCONNECT/ s /• • o e GALVANIZED STEEL PLATFORM. SEE 2,A-100.00 � J � � FOR MORE INFORMATION /'• i/•/ �� '" �y� S� EXISTING RESTAURANT AND � P�� %'� NO. DATE REVISION /•• • , /• •/ .pS� ��5 MARINE FUELING STATION /• /�• �` `�' KEY PLAN: /' • s 9� `�� / / AREA OF WORK EXISTING OF COMPATIBLE /,. /,y //./ a S99 G d �� // CONCEALMENT POLE WITH 09 / /• // F� T 'lcy �ry + � j EXISTING 20'-0" EXTENSION /' ti •//i !y ' ti� / •y r.y ceau eiacN aoAu fPvr np.evt ! n I1T LONG LTI.ANO 9,ATP PARK COMMIIN xIF.:'I blur I t'Inl t 1'nxh X6,4 �� /•/;/•/ ��1.p` °� + E — vyti i •OC,�c ' ' ''� �� \� �� /+ NIP[RlllHfeTATR•GOVRRhT@M •� • •//60•_g. EXISTING •/ MARINA �Sz� .Dc •�.k /+ i �0 •��► r , kp, NYSDEC i al Wetlan 1 0 •rn ` � r s • y`Jf: 4 � O �. co too 18 Ro 01 e `\ "ORIENT POINT 2" lik. • ,/ + GENERATOR REPLACEMENT 2 s 9% A-100 / 40200 MAN ROAD OFENT, NY M957 Ptd • EXISTING BOAT LAUNCH RAMP 's _ + TITLE: 348.4�, �,•, s. _ �CTUR& SITE PLAN I O EXISTING BULKHEAD NYSDEC / ��`�• Tidal Wetlands _ + LATITUDE: 41.15294 (NAD 83) ands `OR LONGITUDE: -72.24419 (NAD 83) I it ; JULY 14, 2021 S-39-44'40"W DATE: (' AEXISTING BAY ENTRANCE ELEVATION: 5'+/-AMSL (NGVD 29) PROJECT NO: - -�' i1-14738 DN R TAX MAP INFO:: SECTION 15, BLOCK 9 AND LOT 8.1 DRAWN BY: "I�s� ; " S �/4 � I t , n : f MM EXISTING SHORELINE \ sy ZONING DISTRICT: 1000 CHECKED BY: ` {` TM �i ZONING DESIGNATION: MARINE II SCALE: - AOTED DRAWING NO: 0' 20' 40' 80' 4" 00000 ARCHITECTURAL SITE PLAN 1"=40'-0" ItO 1 SCALE = 1» = 40'-0" SHEET NO: 3 OF 5 NORTH EXISTING VERIZON WIRELESS ICE BRIDGE WITH EXISTING VERIZON WIRELESS GPS UNITS MOUNTED EXISTING 7/8"0 ANTENNA CABLES TO EXISTING WEATHER CANOPY Por EXISTING TRIPLEXERS MOUNTED TO EXISTING VERIZON — — ' — EXISTING CANOPY POST, TYP. WIRELESS ICE BRIDGE e �i - F,. ^:•:• •'moi°r;€^j:`.� A!A!p iil EXISTING DUAL BAND RRHs MOUNTED TO o i EXISTING UNISTRUIT FRAME (STACKED) „s< EXISTING VERIZON WIRELESS 1OKW DIESEL DC GENERATOR TO BE REMOVED AND REPLACED WITH NEW 50KW DIESEL GENERATOR WITH SOUND ENCLOSURE SET ATOP EXISTING ii r--1 ;- ;--- r---� ;-- r---i;---1 r--, --, EXISTING VERIZON iii L_ L__� L_" L_a L L "- WIRELESS SECTOR Ii I' ELEVATED STEEL DUNNAGE EQUIPMENT PLATFORM ANTENNAS AND �� DASHED LINE REPRESENTS EXISTING x x x x x x x x -�_ x x x x Lem- x x x x EXISTING DIPLEXERS LESSEE WEATHER CANOPY ABOVE /- MOUNTING WITHIN $ g gg 444444"'P4444,1 y y g g 9 g A R C H I T E C T S F..I �.$� Tutt��. �S .(: 5..�."P .�,S{.F ».«F->"}P,�.dd..F�^�4��P ff•��N�"wIc EXISTING 89'-0" RF x\ / x 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 t Run pair, P. 631.689.8450 I F. 631.689.8459 www.wfcaia.com CONCEALMENT POLE. _.a ii [@TI®6� dJI��IrIIVI TI�f� qp L DAP pua r I.: : I E r s I t t ADE EXISTING VERIZON WIRELESS STEEL STAIR \ p ► r �� EXISTING 89'-0" I RF CONCEALMENT POLE. I J11111011111 IMP I I DELTA DELTA DELTA CABINET CABINET CABINS NEW (P 50KW DIESEL gg x I -- GENERATOR '' x i ► r ,"".'_ _''`a CONSUL # NEW W1 2X26 STEEL BEAM TO BE INSTALLED x UP ��`` € i i� \ x (LENGTH AS REQUIRED). SEE DETAIL i ► i , / 3/A-100.00 FOR MORE INFORMATION x x EXISTING EXTERIOR FIRE EXTINGUISHER CABINET ATTACHED TO EXISTING PLATFORM RAILING / EXISTING DC GENERATOR DISCONNECT TO BE REMOVED x x x x x x �x x x x c�� x x x x - — x x NO. DATE SUBMISSION 0 7/27/21 ISSUED FOR REVIEW EXISTING VERIZON WIRELESS HELICAL PILES (t20' DEEP) EXISTING DELTA CABINETS AND EXSITING DELTA BATTERY " CABINET SET ATOP EXISTING STEEL DUNNAGE EQUIPMENT 1 8/3/21 REVISED PER ATTORNEY COMMENTS CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE CAP PLATFORM WITH EXISTING WEATHER CANOPY ABOVE 2 12/9/21 ISSUED FOR FILING EXISTING VERIZON WIRELESS TELCO CONDUIT TRENCHED FROM EXISTING LESSEE TELCO CABINET TO EXISTING MESA + x EXISTING CHAIN LINK FENCING WITH PRIVACY SLATS SPAN CABINET WITHIN EXISTING AT&T COMPOUND x EXISTING FLOOD LIGHTS MOUNTED TO EXISTING CANOPY POSTS, TYP. EXISTING POWER PANEL/ATS TO REMAIN ENLARGED EQUIPMENT PLAN 0' 8" 1'-4" 2'-8" SCALE = 3/8" = V-0" - 3/8"=1'—O" NORTH NO. DATE REVISION KEY PLAN: AREA OF WORK EXISTING VERIZON WIRELESS 7/8"0 ANTENNAS CABLES ROUTED WITHIN EXISTING CONCEALMENT POLE ra alae pw°wrp°.ev, EXISTING 13'-0" HIGH CHAIN LINK FENCING WITH PRIVACY SLATSw E EXISTING VERIZON WIRELESS 1OKW DIESEL DC GENERATOR TO BE REMOVED AND REPLACED WITH NEW 50KW DIESEL GENERATOR WITH SOUND ENCLOSURE SET ATOP EXISTING ELEVATED STEEL DUNNAGE EQUIPMENT PLATFORM EXISTING 1-1/2"x3/16" SERRATED GALV. STEEL GRATING. EXISTING VERIZON WIRELESS GPS UNITS MOUNTED TO EXISTING WEATHER CANOPY NEW GALV. STL. 16GA. DIAMOND PLATE '-' Q z ¢ EXISTING DELTA CABINETS AND EXISTING DELTA BATTERY ACROSS NEW STEEL DUNNAGE UNDER o N NEW GENERATOR, AS REQUIRED CABINET SET ATOP EXISTING STEEL DUNNAGE EQUIPMENT CL z r-, PLATFORM WITH EXISTING WEATHER CANOPY ABOVE 4z EXISTING AT&T FENCED IN EQUIPMENT AREA TO REMAIN w z z NEW W12X26 -� o � O ¢ EXISTING TREES TO REMAIN v ►� 3 z EXISTING W12X26 BEYOND C+ z E5 !` �4W` v N NEW 2-1/2"X2-1/2"X5/16" z z a a >- •: ' : CONTINUOUS STEEL ANGLE c� c� a . , t. �`► z z 2 o � ,, BOLTED TO NEW W12X26 W/ 1/ (In " W( 0 U0 z Q �y; ��"� ..I �s��. BOLTS 18" O.C. `6 x X 0 f f J Q r W W Z C9 V Y:. 0 0 WW L� WLEOL o O to -H N >.. . a a 0 0 O GALV. STEEL L4x4x5/15x6" o O I w a LONG CLIP ANGLES, TYP. OF �•� _..__,M.... �+ � � i� :;r ; 2 PER CONNECTION r r " J J J J J O �, ORIENT POINT 2 c� z GENERATOR REPLACEMENT O tG t0 O O W t .. I I MI II I e� ;- 00 00 00 co In r Y,. 4= MAIN ROAD I I I ORIENT, NY 11957 II I I I ° I I LT T T T T E E E E E E E E E E — TITLE: I I I EAST ELEVATION AND l I J L_J L- +, ENLARGED ECS NT PLAN D(ISTING FENCING NEW FENCING DATE: JULY 14, 2021 PROJECT NO: 21-14738 EXISTING VERIZON WIRELESS HELICAL PILES(f20' DRAWN BY: MM - DEEP/CONCRETE PIERS WITH CONTINUOUS CONCRETE PILE `CHECKED BY: TM CAP .._ 1 i I i SCALE: AS NOTED DRAWING NO: 0' 1' 4" 2'-8" 5'-4" 1 STEEL DUNNAGE DETAIL - 0% AR 00000 EAST ELEVATION _ 1 — .., — � 3/16"=1'-0" � _ _ Esa�.ra.c=, SCALE 1-1 2" V-0" "- J SHEET NO: 4 OF 5 SCALE — 3/1 E► — 1 —0 / ALTERNATOR SPECIFICATIONS COOLING .&. ALTERNATOR: • NEMA MG1, IEEE, AND ANSI STANDARDS COMPLIANCE FOR RADIATOR SYSTEM: 49-STATE CALIFORNIA SPECIFICATIONS: TEMPERATURE RISE AND MOTOR STARTING. ENGINE SCAQMD • SUSTAINED SHORT-CIRCUIT CURRENT OF UP TO 300% OF THE RATED ' MANUFACTURER: KOHLER . `y 4-POLE, ROTATING-FIELD CURRENT FOR UP TO 10 SECONDS. AMBIENT TEMPERATURE, 'C ('F)* 50 (122) ,x? TYPE: - ENABLING DOWNSTREAM CIRCUIT EXCITER TYPE: BRUSHLESS, RARE-EARTH SUSTAINED SHORT-CIRCUIT CURRENT EN BL ENGINE JACKET WATER CAPACITY, L (GAL.) 4.5 (1.19) = n: PERMANENT MAGNET BREAKERS TO TRIP WITHOUT COLLAPSING THE ALTERNATOR FIELD. RADIATOR SYSTEM CAPACITY, INCLUDING LEADS: QUANTITY, TYPE 12, RECONNECTABLE 4, SELF-VENTILATED AND DRIPPROOF CONSTRUCTION. ENGINE, L (GAL.) 12.3 (3.2) 4 WINDINGS ARE VACUUM-IMPREGNATED WITH EPDXY VARNISH FOR ^e 110- 120/220 240 V IN JACKET WATER FLOW LPM GPM DEPENDABILITY AND LONG LIFE. VOLTAGE REGULATOR SOLID STATE, VOLTS/HZ HET REJECTED TO COOLING WATER( ) 125 (33) 120 (32) • SUPERIOR VOLTAGE WAVEFORM FROM A TWO-THIRDS PITCH STATOR _ . INSULATION: NEMA MG1 AND SKEWED ROTOR. AT RATED KW, DRY EXHAUST, 37.8 (2207) 41.3 (2352) S. MATERIAL CLASS H KW (BTU/MIN.) HEAT REJECTED TEMPERATURE RISE 130-C, STANDBY SPECIFICATIONS: ALTERNATOR: TO AIR CHARGE COOLER AT " BEARING: QUANTITY, TYPE 1, SEALED RATED KW, DRY EXHAUST, " FLEXIBLE DISC COUPLING: PEAK MOTOR STARTING KVA: (35% DIP FOR VOLTAGES BELOW) KW (BTU/MIN.) 12 (682) 8.4(477) AMORTISSEUR WINDINGS: FULL480 V 4P7BX (12 LEAD) 180 WATER PUMP TYPE CENTRIFUGAL VOLTAGE REGULATION, : . 261 FAN DIAMETER, INCLUDING BLADES, MM (IN.) 597 (23.5) NO-LOAD TO FULL-LOAD: CONTROLLER DEPENDENT 480 V 4P8X (12 LEAD) : 3 , ONE-STEP LOAD ACCEPTANCE: 100% OF RATING 480 V 4P10X (12 LEAD) 275 FAN, KWM (HP) 1.8 (2.3) 'q ` UNBALANCED LOAD CAPABILITY: 100% OF RATED STANDBY 240 V 4Q7BX (4 LEAD) 113 MAX. RESTRICTION OF COOLING AIR, CURRENT 240 V 4Q8X (4 LEAD) 121 INTAKE AND DISCHARGE SIDE 240 V 4Q10X (4 LEAD) 144 OF RADIATOR, KPA (IN. H20) 0.125 (0.5) A R C H I T E C T S *ENCLOSURE REDUCES AMBIENT TEMPERATURE CAPABILITY BY 5°C (9°F). 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 ENGINE ENGINE ELECTRICAL OPERATION REQUIREMENTS P. 631.689.8450 ( F. 631.689.8459 1 www.wfcaia.com ENGINE SPECIFICATIONS: 49-STATE CALIFORNIA ENGINE ELECTRICAL SYSTEM: 49-STATE CALIFORNIA AIR REQUIREMENTS: 49-STATE CALIFORNIA ENGINE SCAQMD ENGINE SCAQMD ENGINE SCAQMD `c'DO`P MANUFACTURER KOHLER DIESEL BATTERY CHARGING ALTERNATOR: RADIATOR-COOLED COOLING AIR, �� _ �c0 INE MODEL GROUND (NEGATIVE/POSITIVE) NEGATIVE M3/MIN. (SCFM) 96.3 (3400) = �.�.. ENG KDI KDI VOLTS (DC) 12 COMBUSTION AIR, M3/MIN. (CFM) 4.8 (170) 4.0 (140) o 3404TM 3404TCR AMPERE RATING 90 HEAT REJECTED TO AMBIENT AIR: y ENGINE TYPE 4-CYCLE, TURBOCHARGED STARTER MOTOR RATED VOLTAGE (DC) 12 ENGINE, KW (BTU/MIN.) 13.2 (750) ��6r CYLINDER ARRANGEMENT 4 INLINE BATTERY, RECOMMENDED COLD CRANKING ALTERNATOR, KW (BTU/MIN.) 7.6 (435) DISPLACEMENT, L (CU. IN.) 3.4 (207) AMPS (CCA): MAX. AIR INTAKE RESTRICTION, dF N>C BORE AND STROKE, MM (IN.) 96 X 116 (3.28 X 4.57) QUANTITY, CCA RATING ONE, 650 KPA (IN. HG) 5.2 (1.54) 4.2 (1.24) COMPRESSION RATIO 18.5:1 BATTERY VOLTAGE (DC) 12 *AIR DENSITY = 1.20 KG/M3 (0.075 LBM/FT3 CONSULTANT: PISTON SPEED, M/MIN. (FT./MIN.) 418 (1371) 510 (1673) MAIN BEARINGS: QUANTITY, TYPE 5, REPLACEABLE INSERT RATED RPM 1800 FUEL CONSUMPTION 49-STATE ENGINE MAX. POWER AT RATED RPM, KWM (BHP) 64 (86) 70 (94) FUEL DIESEL, LPH (GPH) AT % LOAD STANDBY RATING CYLINDER HEAD MATERIAL CAST IRON FUEL SYSTEM: 49-STATE CALIFORNIA % 17.4 (4.6) 75 CRANKSHAFT MATERIAL CAST IRON ENGINE SCAQMD 75% 13.2 (3.5) VALVE MATERIAL: 50% 9.1 (2.4) INTAKE CHROMIUM-SILICON STEEL FUEL SUPPLY LINE, MIN. ID, MM (IN.) 8.0 (0.31) 25% 5.3 (1 .4) EXHAUST CHROMIUM STEEL FUEL RETURN LINE, MIN. ID, MM (IN.) 6.0 (0.25) GOVERNOR: TYPE, MAKE/MODEL MECH. (OR ELECTRONIC MAX. LIFT, ENGINE-DRIVEN DIESEL, LPH (GPH) AT % LOAD PRIME RATING 2'-0* ELECTRONIC *) FUEL PUMP, M (FT.) 6.0 (20.0) 3.7 (12.1) 100% 16.1 (4.2) FREQUENCY REGULATION, MAX. FUEL FLOW, LPH (GPH) 46 (12.2) 87.4 (23.1) 75% 12.1 (3.2) NO SMOKING SIGN NO-LOAD TO FULL-LOAD DROOP, 5% MAX. RETURN LINE RESTRICTION, o (OR ISOCHR. *) ISOCHRONOUS KPA (IN. HG) 20 (5.9) 17.7 (5.2) 25% 8.3 (2.2) NO. DATE SUBMISSION FREQUENCY REGULATION, STEADY STATE ±0.5% ±0.28% FUEL FILTER 4.9 (1 .3) DIESEL FUEL , 11* FREQUENCY FIXED PREFILTER 74 MICRONS FUEL CONSUMPTION CALIF. SCAQMD ENGINEC 0 7/27/21 ISSUED FOR REVIEW AIR CLEANER TYPE, ALL MODELS DRY PRIMARY/WATER SEPARATOR 5 MICRONS @ 5 MICRONS @ DIESEL. LPH (GPH) AT % LOAD STANDBY RATINGEFFICIENCY EFFICIENCY CAPACITY •I "' e 1 8/3/21 REVISED PER ATTORNEY COMMENTS * REQUIRES AVAILABLE ELECTRONIC GOVERNOR OPTION 98% 95% 100% 15.2 (4.0) � � 2 12/9/21 ISSUED FOR FILING 229ALLONS RECOMMENDED FUEL #2 ULTRA LOW SULFUR DIESEL 75% 11 .6 (3.1) Nu EXHAUST 25% 4.6 (1.2) EXHAUST SYSTEM: 49-STATE CALIFORNIA DIESEL LPH (GPH) AT % LOAD PRIME RATING \_2" HIGH MINIMUM CONTRASTING LETTERS ENGINE SCAQMD LUBRICATION 100% 12.3 (3.2) PLACE A MINUMIM OF (2) NO EXHAUST MANIFOLD TYPE DRY ENGINE SYSTEM: 49-STATE CALIFORNIA 75% 10.6 (2.8) FUEL SIGN SMOKING SIGNS NEAR THE EXHAUST FLOW AT RATED ENGINE SCAQMD 50% 6.6 (1.7) GENERATOR/FUEL TANK AREA KW, M3/MIN. (CFM) 8.8 (310) TYPE FULL PRESSURE 25% 4.1 (1.1) SIGN (GREEN BACK GROUND) PERMANETLEY EXHAUST TEMPERATURE AT RATED KW, OIL PAN CAPACITY, L (QT.) 15.3 (16.2) AFFIXED TO FUEL TANK DRY EXHAUST, 'C ('F) 490 (914) 471 (880) OIL PAN CAPACITY WITH FILTER, L (QT.) 15.6 (16.5) MINIMUM/MAXIMUM ALLOWABLE BACK 6 (1.8)/ 8 (2.4)/ OIL FILTER: QUANTITY, TYPE 1 , CARTRIDGE NO. DATE REVISION PRESSURE, KPA (IN. HG) 9 (2.7) 13.5 (4.0) OIL COOLER WATER-COOLED EXHAUST OUTLET SIZE AT KOHLER RECOMMENDS THE USE OF KOHLER GENUINE OIL AND FILTERS. KEY PLAN: AREA OF WORK ENGINE HOOKUP, MM (IN.) 63.5 (2.5) CEDAR BiRON ROAD(PJf RO,p) EXHAUST RAIN CAP 33.87' DOOR OPNG. NOTES: 1 . BOTH SIDES OF THE GENERATOR ARE SERVICE ACCESSIBLE WITH EASY ACCESS SERVICE PANELS. Rn amvc ewrm mAn FARC caan.<R,oR ,owervt sen.a wnte rnsn 2. 6 AMP BATTER`( CHARGER. - n - 3. 120VAC ENGINE' BLOCK HEATER. ° ° ° ° ° ° ° ° 4. GENERATOR MUST BE GROUNDED. e 5. SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. • KOHLER. •c • ° ° 6. MUST ALLOW FREE FLOW OF DISCHARGE 7. MUST ALLOW FREE FLOW OF NTAKE AIR. AIR EXHAUST. ° ° KOHLER. Power Systems KOHLER. __ B. IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR Power Systems Power Systems LUAf x- INSTALLATION COMPLIES WITH ALL APPLICABLE CODES, STANDARDS AND REGULATIONS. sSs,Aryp Fnt'1 ALTERNATOR ACCESS m� �e ° ° m� �e PANEL . m ° ° AIR INTAKE KOHLER Power.com . 0 60 KOHLER Power.com 0 0to IN �' ° °° ° ° ° ° ° ° ° o ° o a°°° ° o o • e 0 0 o ° o o• a �.. . -• o o 0= AIR INTAKE 90.6* 37.99" 86.61" a 1 1 STUB-UP - 40.94' 100.99" LENGTH f o 0 0 a 0 TANK NOTES: ORIENT POINT 2" O O u u 0 0 0 0 0 0 0 N E9 0 B OF E® A. NPT EMERGENCY VENT PER NFPA 30 WITH VENT CAPS (QTY 2) GENERATOR REPLACEMENT 0 ° ❑ A B. FUEL FILL WITH LOCKABLE CAP AND 2" RISER -AIR DISCHARGE uj 9 ELECTRICAL H D. NORMAL VENT WITH MUSHROOM VENT CAP AND 3" RISER 40200 MAS ROAD rn rn STUB-UP Q Q o ° -ENGINE EXHAUST o �o M AREA OPEN E. REMOVABLE ENGINE SUPPLY DIP TUBE WITH CHECK VALVE '� W �67 TO BOTTOM F. REMOVABLE FUEL RETURN DIP TUBE o ° DO H. FUEL LEVEL SENDING UNIT TITLE: M. BASIN DRAIN ° 0 0 0 0 0 a o 0 0 0 o GEWJZATOR WCAMATM ° " N. FUEL IN BASIN SWITCH 14.57" 79 76 1. FULL WEIGHT: 836LBS 0 229 GAL. J 918LBS © 275 GAL. DATE: JULY 14, 2021 100.99* f ` 15.16* 63.87* PROJECT NO: 21-14738 DRAWN BY: MM REMOVABLE n CHECKED BY: TM / \ END PANEL T e II SCALE. AS NOTED \• Q O DRAWINbNO: Id ! DEC 2 Arm 0 & 000 1 GENERA R INFORMATION + - SCALE = N.T.S. SHEET NO: 5 OF 5